lp® smartside® strand substrate pr-n124 treated-engineered ... · louisiana-pacific corporation...

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LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered-Wood Lap,Panel, and Vertical Siding Louisiana-Pacific Corporation Revised September 29. 2017 Product: Lp® SmartSide® Strand Substrate Treated-Engineered-Wood Lap, Panel, and Vertical Siding Louisiana-Pacific Corporation, 414 Union Street, Suite 2000, Nashville, TN 37219 (800) 450-6106 www.lpcorp.com 1. Basis of the product report: 2015,2012 and 2009 International Building Code: Section 104.11 Alternative materials 2015,2012 and 2009 International Residential Code: Section R1D4.11 Alternative materials ANSI/AWC SDPWS-2015 Special Design Provisions for Wind and Seismic ASCE 7-10 and ASCE 7-05 Minimum Design Loads for Buildings and Other Structures ICC-ES Acceptance Criteria for Treated-Engineered-Wood Siding, AC321 APA PRP-108 Performance Standards and Qualification Policy for Structural-Use Panels NES Evaluation Protocol for Determination of Flood-Resistance Properties of Building Elements APA Reports R&D 87Q-1, T87Q-45, T91Q-11, T91Q-20, T97Q-4, T97Q-10, T98Q-13, T98Q-17, T99Q-23, T2008Q-12, T2008P-73, T2008P-74, T2009Q-54. T2011Q-59, T2012P-22, T2015Q-38, T2015Q-39, and T2017P-03, and other qualification data. 2. Product description: Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered- Wood Lap, Panel, and Vertical Siding is overlaid with a resin treated paper and is available with either a smooth or embossed surface texture. The siding is treated with Zinc Borate for decay and insect resistance. The efficacy of the preservative treatment of the LP SmartS ide siding is outside the scope of this report and the APA certification program. All edges are factory sealed with a primer. LP SmartS ide lap siding is available in 3/8 and 7/16 Performance Categories, in nominal widths of 6, 7, 8, 9-1/2, and 12 inches and in lengths up to 16 feet. The lap siding may be installed horizontally or vertically. LP SmartSide panel siding is available in 3/8,7/16 and 19/32 Performance Categories, 4- foot width and in lengths of 8,9, and 10 feet. The 3/8 Performance Category panels are available without grooves or with grooves spaced 8 inches on center. The 7/16 and 19/32 Performance Category panels are available without grooves or with grooves spaced either 4 or 8 inches on center. Minimum thicknesses at the groove and shiplap are documented in the plant Quality Manual. LP SmartS ide Vertical Siding is a narrow width panel siding and is available in 3/8 Performance Category, nominal width of 16 inches, and in 16 foot lengths. The vertical siding can only be installed vertically. 3. Design properties: Allowable racking shear values for LP SmartSide Strand Substrate panel siding are listed in Table 1. For 3/8 Performance Category panels nailed at shiplap edges, use 5/16 Performance Category shear values. For 7/16 and 19/32 Performance Category panel sidings nailed at shiplap edges, use 3/8 Performance Category shear values. Design wind © 2017 APA - The Engineered Wood Association 07-02

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Page 1: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

LPreg SmartSidereg Strand Substrate PR-N124 Treated-Engineered-Wood LapPanel and Vertical Siding Louisiana-Pacific Corporation Revised September 29 2017

Product Lpreg SmartSidereg Strand Substrate Treated-Engineered-Wood Lap Panel and Vertical Siding Louisiana-Pacific Corporation 414 Union Street Suite 2000 Nashville TN 37219 (800) 450-6106 wwwlpcorpcom

1 Basis of the product report bull 20152012 and 2009 International Building Code Section 10411 Alternative materials bull 20152012 and 2009 International Residential Code Section R1D411 Alternative

materials bull ANSIAWC SDPWS-2015 Special Design Provisions for Wind and Seismic bull ASCE 7-10 and ASCE 7-05 Minimum Design Loads for Buildings and Other Structures bull ICC-ES Acceptance Criteria for Treated-Engineered-Wood Siding AC321 bull APA PRP-108 Performance Standards and Qualification Policy for Structural-Use Panels bull NES Evaluation Protocol for Determination of Flood-Resistance Properties of Building

Elements bull APA Reports RampD 87Q-1 T87Q-45 T91Q-11 T91Q-20 T97Q-4 T97Q-10 T98Q-13

T98Q-17 T99Q-23 T2008Q-12 T2008P-73 T2008P-74 T2009Q-54 T2011Q-59 T2012P-22 T2015Q-38 T2015Q-39 and T2017P-03 and other qualification data

2 Product description Louisiana-Pacific Corporation (LPreg) SmartSidereg Strand Substrate Treated-EngineeredshyWood Lap Panel and Vertical Siding is overlaid with a resin treated paper and is available with either a smooth or embossed surface texture The siding is treated with Zinc Borate for decay and insect resistance The efficacy of the preservative treatment of the LP SmartS ide siding is outside the scope of this report and the APA certification program All edges are factory sealed with a primer

LP SmartS ide lap siding is available in 38 and 716 Performance Categories in nominal widths of 6 7 8 9-12 and 12 inches and in lengths up to 16 feet The lap siding may be installed horizontally or vertically

LP SmartSide panel siding is available in 38716 and 1932 Performance Categories 4shyfoot width and in lengths of 89 and 10 feet The 38 Performance Category panels are available without grooves or with grooves spaced 8 inches on center The 716 and 1932 Performance Category panels are available without grooves or with grooves spaced either 4 or 8 inches on center Minimum thicknesses at the groove and shiplap are documented in the plant Quality Manual

LP SmartS ide Vertical Siding is a narrow width panel siding and is available in 38 Performance Category nominal width of 16 inches and in 16 foot lengths The vertical siding can only be installed vertically

3 Design properties Allowable racking shear values for LP SmartSide Strand Substrate panel siding are listed in Table 1 For 38 Performance Category panels nailed at shiplap edges use 516 Performance Category shear values For 716 and 1932 Performance Category panel sidings nailed at shiplap edges use 38 Performance Category shear values Design wind

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised Septem~e_r_2_9--2_0_1_7___________________P_ag-e_2_0_f_1_3

loads for LP SmartSide Strand Substrate lap and panel siding are listed in Tables 2 and 3 respectively Design wind loads for LP SmartSide Strand Substrate lap siding when installed over the facer of structural insulated panels (SIPs) are listed in Table 4 Design wind loads for LP SmartS ide Strand Substrate Vertical Siding and lap siding applied vertically are listed in Table 5

4 Product installation LP SmartSide Strand Substrate Treated-Engineered-Wood Lap Panel and Vertical Siding shall be installed in accordance with recommendations provided by the manufacturer (wwwlpcorQcomgroductssidinglp-smartside-trim-siding) and APA Engineered Wood Construction Guide Form E30 (wwwapawoodorgresource-library) as applicable The maximum span shall be in accordance with the Span Rating shown in the trademark The LP SmartS ide Strand Substrate lap siding shall be permitted to be installed over the facer of structural insulated panels (SIPs) in accordance with Table 4

LP SmartS ide lap siding when installed vertically shall be installed over a minimum 716 Performance Category wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements and shall be covered by a batten at the siding joint or shall be overlapped with another vertical lap siding in accordance with the recommendations provided by the manufacturer as shown in Figures 1 through 4 Lap siding installed vertically can only span one floor plate-to-plate Each vertical application shall not span beyond one floor to ceiling distance or one floor to top of gable distance

LP SmartSide Vertical Siding shall be installed over a minimum 716 Performance Category wood structural sheathing meeting DOC PS1 or DOC PS2 requirements and shall be covered by a batten at the panel joint in accordance with the recommendations provided by the manufacturer as shown in Figures 2 5 and 6 Vertical Siding can only span one floor plate-to-plate Each vertical application shall not span beyond one floor to ceiling distance or one floor to top of gable distance

5 Fire-resistant construction Wood structural panels that are not fire-retardant-treated have been shown to meet a Class III (or C) category for flame spread Unless otherwise specified fire-resistant construction shall be in accordance with the recommendations in APA Fire-Rated Systems Form W305 (see link above)

6 Flood resistance evaluation Selected properties critical to flood resistance of 38 and 716 Performance Category panel siding including uniform loads concentrated static loads concentrated hard body and soft body impact loads fastener performance wall racking reSistance edge thickness swell linear expansion hygroscopicity exterior bond performance and large panel and small specimen bending properties were evaluated at a 16 OC Span Rating in accordance with NES Evaluation Protocol for Determination of Flood-Resistance Properties of Building Elements Test results in the dry (as-received) condition and after moisture cycling in accordance with the NES protocol were compared to the requirements specified in ICC Evaluation Service (lCC-ES) Acceptance Criteria for Treated-Engineered-Wood Siding (AC321)

7 Limitations a) LP SmartS ide Strand Substrate Treated-Engineered-Wood Lap Panel and Vertical

Siding used outdoors must be finished in accordance with recommendations provided by the manufacturer (see link above) and APA Engineered Wood Construction Guide Form E30 (see link above)

b) The efficacy of the preservative treatment of the LP SmartSide siding is outside the scope of this report and the APA certification program

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 3 of 13

c) LP SmartSide Strand Substrate Treated-Engineered-Wood panel siding is flood resistant on the properties listed in Section 6 This evaluation applies to 38 and 716 Performance Category panel siding at a 16 oc Span Rating

d) LP SmartSide Strand Substrate Treated-Engineered-Wood Lap and Panel Siding is lt

produced at Louisiana-Pacific Corporation facilities at Hayward WI Newberry MI Tomahawk WI Two Harbors MN and Swan Valley Minitonas MB and LP SmartSide Strand Substrate Treated-Engineered-Wood Vertical Siding is produced at LouisianashyPacific Corporation facility at Tomahawk WI under a quality assurance program audited by APA

e) This report is subject to re-examination in one year

8 Identification LP SmartSide Strand Substrate Treated-Engineered-Wood Lap Panel and Vertical Siding described in this report is identified by a label bearing the manufacturers name (LouisianashyPacific Corporation) andor trademark the APA assigned plant number (357 for the Hayward plant 416 for the Newberry plant 435 for the Tomahawk plant 399 for the Two Harbors plant or 457 for the Swan Valley plant) the product Performance Category the Span Rating the Exposure Rating the APA logo the report number PR-N124 and a means of identifying the date of manufacture

c-~~~1piltSlqrlSld6middotll)lp $d~t~lIedyenr(olftmiddot

Figure 1 Lap siding installed vertically Figure 2 Lpreg SmartSidereg TrimBatten

copy 2017 APA - The Engineereq Wood Association 07-02

APA Product Repoftreg PR-N124 Revised September 29 2017 Page 4 of 13

Figure 3 Lap siding attachment detail Figure 4 Lpreg SmartSidereg TrimBatten attachment detail

Figure 5 Vertical Siding Figure 6 Vertical Siding attachment detail

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Report) PR-N124 Revised September 29 2017 Page 5 of 13

Table 1 Allowable Racking Shear (plf) for LP SmartSide Strand Substrate Treated-Engineered-Wood Panel Siding Shear Walls with Framing of Uouglas-Fir-Larch or Southern Pine for Wind or Seismic LIIrlinn(123)- _--- -

--------- shy

Min Nail Panels Applied Directly to Framing Panels Applied Over Max 58-inch Gypsum Sheathing

Performance Penetration Nail Size Nail Spacing at Panel Edges Nail Size Naif Spacing at Panel Edges Category in Framing (common or (inches) (common or (inches)

(inches) galvanized galvanized box)(78) 6 4 3 2(4) box)(78) 6 4 3 2(4)

-516(56) 180 270 350 450 180 270 350 450

1-14 6d 8d 38(56) 200 300 390 510 200 300 390 510

38(56) 220 320 410 530 260 380 490(4) 640 ----shy ------ shy --- shy 1-12 8d 10d

716(5) 240 350 450 585 260 380 490(4) 640

1932(5) 1-58 10d 340 510 665(4) 870 - - - - -------shy_ -- ~ ~ -

(1) For framing of other species (a) find specific gravity for species of lumber in the National Design Specification for Wood Construction (NOS) (b) find shear value from Table for nails size (c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific gravity less than 042

(2) All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical direction Space nails 6 inches oc along intermediate framing members for 38 and 7116 Performance Category panels installed on studs spaced 24 inches oc For other conditions and panel performance categories space nails 12 inches oc on intermediate supports

(~) For shear loads ofnormal or permanent load duration the values in the Table shall be multiplied by 063 or 056 respectively (4) Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing

of more than 1-58 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered

(5) Except as noted in Footnote 7 panel thickness at point of nailing at panel edges determines applicable shear values except that 38 Performance Category panels nailed at shiplap edges use 516 Performance Category shear values and 716 and 19132 Performance Category panel sidings nailed at shiplap edges use 318 Performance Category shear values

(6) Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spacing specified for the applicable shear value

(7) Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel siding (S) Fastener dimensions are as specified in ASTM F 1667

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR~N124 Revised September 292017 Page 6 of 13

T bl 2 L Sd 1 t II d H als- m d V asd(1)a e a ap I mg ns a e onzonta IIlyWIth 0 113 NI Max Allowable W dSipee

Max Stud Siding Max Max Allowable Wind Speed

Performance Spacing(2) Width Allowable Vasd(3)Jmph)

Category Wind Exposure Category (inches) (inches) Wind Pressure (psf)

B C D 6 80 170 150 140 7 80 170 150 140

38 16 8 74 170 145 130 95 61 150 130 120 12 47 130 110 105 6 80 170 150 140 7 80 170 150 140

16 8 74 170 145 130 95 65 150 130 125

716 12 47 130 110 105 6 69 150 140 130 7 58 150 130 110

I

24 8 49 140 120 110 95 41 125 105 100 12 31 110 90 85

I

For 51 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimlJm specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

e Sd onzon a IYW als- (WmdS ultTabl 2b Lap I mg 1nstaIIed H t II ith 0 113 NI Max UlfImae ipeed V (1)

For 51 lInch - 254 mm 1 psf - 4788 Pa 1 mph =0447 ms

Max Max Ultimate Wind Speed

Performance Max Stud Siding Ultimate Vult(S) (mph)

Category Spacing(2) Width Wind Wind Exposure Category (inches) (inches) Pressure

(pst) B C D -

6 133 200(4) 180 180 7 133 200(4) 180 180-

38 16 8 I 123 200(4) 180 160 95 102 200(4) 160 150 12 79 180 150 140 6 133 200(4) 180 180 7 133 200(4) 180 180

16 8 123 200(4) 180 160 95 102 200(4) 160 150

716 12 79 180 150 140 6 115 200(4) 180 160 7 96 180 160 150

24 8 85 180 150 140 95 68 160 140 130 12 52 140 120 110

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 20151RC and Section 160911 ofthe 2012 and 2015 IBC

(4) Table R3012(2) ofthe 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

i

APA Product Reportreg PR-N124

Revised September 292017 Page 7 of 13

L Sdmg IdHonzontally Wit h 0 092 NI M d V (1)Table 2c ap I nstal e als- ax Allowable WIndSipee asd

Performance Category

Max Stud Spacing(2)

(inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(pst)

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure CateQorv

B C D

3f8 16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

716

16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

24

6 42 130 110 100 7 35 120 100 90 8 30 110 90 85

95 25 100 85 -12 19 85 - -

For 81 1 Inch =254 mm 1 psf =4788 Pa 1 mph = 0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Sd ult(1)Ta ble 2d Lap i mg Installed Horizontally with 0092 Nal1 s - Max Ultimate Wind Sipeed V

Performance Category

Max Stud Spacing(2) (inches)

Siding Width

(inches)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed VUIt(3) (mph)

I

Wind Exposure CateQorv

B C D

3f8 16

6 104 200(4) 160 160 I 7 87 180 160 140

8 75 160 140 130 95 61 150 130 120 12 47 140 115 -

716

i

16

6 104 200(4) 160 160 7 87 180 160 140 8 75 160 140 130

95 61 150 130 120 12 47 140 115 -

24

6 70 160 140 130 7 58 150 130 120 8 50 140 120 110

95 41 130 110 -12 32 110 - -

For 81 1 Inch = 254 mm 1 psf =4788 Pa 1 mph 0447 mfs

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 20151BC

(4) Table R3012(2) ofthe 20151RC is limited to a maximum ultimate deSign wind speed Vult of 180 mph

copy 2017 APA The Engineered Wood Association 07-02

APA Product Reportreg PR-N124

Revised September 292017 Page 8 of 13

Ta bl a Ing t IIe d V rtIcaIyWIth 0 113 N 1 Max Allowabl md S pee de 3 Pane I ns a e II als- e W d V as

Fastener Spacing(1) Max

Performance Max Stud (inches oc) Allowable

Category Spacing(2) Wind (inches) Edges Field Pressure

(pst)

16 6 12 43 6 8038 12 2924 6 6 58

16 6 12 43

716 6 80

24 6 12 29 6 58

16 6 12 43

1932 6 80

24 6 12 29 6 58

For 81 1 Inch = 254 mm 1 psf - 4788 Pa 1 mph = 0447 ms

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure Category

B C D

130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -15 130 110

(1) Fasteners shall be a hat dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and lang enough to penetrate structural framing or woad structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 ofthe 2009 and 2012 IRC and Section 160911 ofthe 20091BC

Ta ble 3b Pane I t IIed Vertically with 0113 Nal1 s - Max U WmdSpee bullmg Ins a Itlmate d V ult

Performance Category

Max Stud Spacing(2) (inches)

Fastener Spacing(1) (inches oc)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed Vult(3) (mph)

Edges Field Wind Exposure Category

B C D

38 16 6 12 72 I 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

716 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

1932 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

For 81 1 Inch =254 mm 1 psf = 4788 Pa 1 mph =0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 2015 IBC

(4) Table R3012(2) of the 20151RC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Repotreg PR-N124 Revised September 292017 Page 9 of 13

I Sd II d V rf II middotth 0 092 NI M Allowabl W d S pee Table 3c Pane ling nsta e e Icalywi als- ax e In d V asd Fastener Spacing(1)

Max Max Allowable Wind Speed

Performance Max Stud (inches oc) Allowable Vasd(3) (mph)

Category Spacing(2)

Wind Wind Exposure Category (inches) Edges Field Pressure B C I D

16 6 12 26 100 85 -38 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

16 6 12 26 100 85 -6 52 145 20 110

716 12 17 8524 6 - -

6 35 120 100 90

16 6 12 26 100 85 -1932 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

For 51 1 Inch = 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area In accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Tabl 3d aneISdmg nstalled Vertically with 0092 Nails - Max Ultimate WindSe P i ipeed Vult

Fastener Spacing(1) Max Max Ultimate Wind Speed

Performance Max Stud (inches oc) Ultimate Vult(3) (mph)

Category Spacing(2) Wind Wind Exposure Category (inches) Edges Field Pressure

(psf) B C D

16 6 12 44 130 110 -38 6 87 180 160 140

24 6 12 29 - - -6 58 ~ 130 120

16 6 12 44 110 -716 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

16 6 12 44 130 110 -1932 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

For 51 1 Inch - 254 mm 1 psf - 4788 Pa 1 mph - 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(4) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vwt of 180 mph

copy 2017 APA- The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 10 of 13

Table 4a La~ Siding Installed Horizontally to SIPs(1) - Max Allowable Wind Speed Vasd(2)

I Performance

i

Category

Max Ring Shank

Nail Spacing(3) (inches)

Max Wood Screw

Spacing(4) (inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(psf)

Max Allowable Wind Speed Vasd(5) (mph)

Wind Exposure Category

B C D

38 8 12

6 80 170 150 140 7 72 170 145 130 8 63 150 130 125

95 54 145 125 110 12 40 125 105 90

716 12 16

6 58 150 130 120 7 50 140 120 110 8 42 130 110 100

95 36 120 100 90 12 27 105 85 -

For 81 1 Inch 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this Table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 314 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

T bl b L Sa e4 ap iding Installed Horizontally to SIPs(1) (2)- Max Ultimate Wind Speed Vult

Max Max Max Max Ultimate Wind Speed

Performance Ring Shank Wood Screw Siding Ultimate Vult(S) (mph)

Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) Pressure(inches) (inches) (psf) B C D

6 133 200(6) 180 180 7 119 200(6) 160 160

38 8 12 8 105 200(6) 160 160 95 90 180 160 150 12 67 160 140 120 6 97 200(6) 160 150 7 79 180 150 140

716 12 16 8 70 160 140 130 95 60 150 130 120 12 45 130 115 -

i

For 81 1 Inch - 254 mm 1 psf = 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R301 21 ofthe 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(6) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

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~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

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bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

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illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

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~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 2: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Reportreg PR-N124 Revised Septem~e_r_2_9--2_0_1_7___________________P_ag-e_2_0_f_1_3

loads for LP SmartSide Strand Substrate lap and panel siding are listed in Tables 2 and 3 respectively Design wind loads for LP SmartSide Strand Substrate lap siding when installed over the facer of structural insulated panels (SIPs) are listed in Table 4 Design wind loads for LP SmartS ide Strand Substrate Vertical Siding and lap siding applied vertically are listed in Table 5

4 Product installation LP SmartSide Strand Substrate Treated-Engineered-Wood Lap Panel and Vertical Siding shall be installed in accordance with recommendations provided by the manufacturer (wwwlpcorQcomgroductssidinglp-smartside-trim-siding) and APA Engineered Wood Construction Guide Form E30 (wwwapawoodorgresource-library) as applicable The maximum span shall be in accordance with the Span Rating shown in the trademark The LP SmartS ide Strand Substrate lap siding shall be permitted to be installed over the facer of structural insulated panels (SIPs) in accordance with Table 4

LP SmartS ide lap siding when installed vertically shall be installed over a minimum 716 Performance Category wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements and shall be covered by a batten at the siding joint or shall be overlapped with another vertical lap siding in accordance with the recommendations provided by the manufacturer as shown in Figures 1 through 4 Lap siding installed vertically can only span one floor plate-to-plate Each vertical application shall not span beyond one floor to ceiling distance or one floor to top of gable distance

LP SmartSide Vertical Siding shall be installed over a minimum 716 Performance Category wood structural sheathing meeting DOC PS1 or DOC PS2 requirements and shall be covered by a batten at the panel joint in accordance with the recommendations provided by the manufacturer as shown in Figures 2 5 and 6 Vertical Siding can only span one floor plate-to-plate Each vertical application shall not span beyond one floor to ceiling distance or one floor to top of gable distance

5 Fire-resistant construction Wood structural panels that are not fire-retardant-treated have been shown to meet a Class III (or C) category for flame spread Unless otherwise specified fire-resistant construction shall be in accordance with the recommendations in APA Fire-Rated Systems Form W305 (see link above)

6 Flood resistance evaluation Selected properties critical to flood resistance of 38 and 716 Performance Category panel siding including uniform loads concentrated static loads concentrated hard body and soft body impact loads fastener performance wall racking reSistance edge thickness swell linear expansion hygroscopicity exterior bond performance and large panel and small specimen bending properties were evaluated at a 16 OC Span Rating in accordance with NES Evaluation Protocol for Determination of Flood-Resistance Properties of Building Elements Test results in the dry (as-received) condition and after moisture cycling in accordance with the NES protocol were compared to the requirements specified in ICC Evaluation Service (lCC-ES) Acceptance Criteria for Treated-Engineered-Wood Siding (AC321)

7 Limitations a) LP SmartS ide Strand Substrate Treated-Engineered-Wood Lap Panel and Vertical

Siding used outdoors must be finished in accordance with recommendations provided by the manufacturer (see link above) and APA Engineered Wood Construction Guide Form E30 (see link above)

b) The efficacy of the preservative treatment of the LP SmartSide siding is outside the scope of this report and the APA certification program

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 3 of 13

c) LP SmartSide Strand Substrate Treated-Engineered-Wood panel siding is flood resistant on the properties listed in Section 6 This evaluation applies to 38 and 716 Performance Category panel siding at a 16 oc Span Rating

d) LP SmartSide Strand Substrate Treated-Engineered-Wood Lap and Panel Siding is lt

produced at Louisiana-Pacific Corporation facilities at Hayward WI Newberry MI Tomahawk WI Two Harbors MN and Swan Valley Minitonas MB and LP SmartSide Strand Substrate Treated-Engineered-Wood Vertical Siding is produced at LouisianashyPacific Corporation facility at Tomahawk WI under a quality assurance program audited by APA

e) This report is subject to re-examination in one year

8 Identification LP SmartSide Strand Substrate Treated-Engineered-Wood Lap Panel and Vertical Siding described in this report is identified by a label bearing the manufacturers name (LouisianashyPacific Corporation) andor trademark the APA assigned plant number (357 for the Hayward plant 416 for the Newberry plant 435 for the Tomahawk plant 399 for the Two Harbors plant or 457 for the Swan Valley plant) the product Performance Category the Span Rating the Exposure Rating the APA logo the report number PR-N124 and a means of identifying the date of manufacture

c-~~~1piltSlqrlSld6middotll)lp $d~t~lIedyenr(olftmiddot

Figure 1 Lap siding installed vertically Figure 2 Lpreg SmartSidereg TrimBatten

copy 2017 APA - The Engineereq Wood Association 07-02

APA Product Repoftreg PR-N124 Revised September 29 2017 Page 4 of 13

Figure 3 Lap siding attachment detail Figure 4 Lpreg SmartSidereg TrimBatten attachment detail

Figure 5 Vertical Siding Figure 6 Vertical Siding attachment detail

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Report) PR-N124 Revised September 29 2017 Page 5 of 13

Table 1 Allowable Racking Shear (plf) for LP SmartSide Strand Substrate Treated-Engineered-Wood Panel Siding Shear Walls with Framing of Uouglas-Fir-Larch or Southern Pine for Wind or Seismic LIIrlinn(123)- _--- -

--------- shy

Min Nail Panels Applied Directly to Framing Panels Applied Over Max 58-inch Gypsum Sheathing

Performance Penetration Nail Size Nail Spacing at Panel Edges Nail Size Naif Spacing at Panel Edges Category in Framing (common or (inches) (common or (inches)

(inches) galvanized galvanized box)(78) 6 4 3 2(4) box)(78) 6 4 3 2(4)

-516(56) 180 270 350 450 180 270 350 450

1-14 6d 8d 38(56) 200 300 390 510 200 300 390 510

38(56) 220 320 410 530 260 380 490(4) 640 ----shy ------ shy --- shy 1-12 8d 10d

716(5) 240 350 450 585 260 380 490(4) 640

1932(5) 1-58 10d 340 510 665(4) 870 - - - - -------shy_ -- ~ ~ -

(1) For framing of other species (a) find specific gravity for species of lumber in the National Design Specification for Wood Construction (NOS) (b) find shear value from Table for nails size (c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific gravity less than 042

(2) All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical direction Space nails 6 inches oc along intermediate framing members for 38 and 7116 Performance Category panels installed on studs spaced 24 inches oc For other conditions and panel performance categories space nails 12 inches oc on intermediate supports

(~) For shear loads ofnormal or permanent load duration the values in the Table shall be multiplied by 063 or 056 respectively (4) Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing

of more than 1-58 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered

(5) Except as noted in Footnote 7 panel thickness at point of nailing at panel edges determines applicable shear values except that 38 Performance Category panels nailed at shiplap edges use 516 Performance Category shear values and 716 and 19132 Performance Category panel sidings nailed at shiplap edges use 318 Performance Category shear values

(6) Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spacing specified for the applicable shear value

(7) Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel siding (S) Fastener dimensions are as specified in ASTM F 1667

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR~N124 Revised September 292017 Page 6 of 13

T bl 2 L Sd 1 t II d H als- m d V asd(1)a e a ap I mg ns a e onzonta IIlyWIth 0 113 NI Max Allowable W dSipee

Max Stud Siding Max Max Allowable Wind Speed

Performance Spacing(2) Width Allowable Vasd(3)Jmph)

Category Wind Exposure Category (inches) (inches) Wind Pressure (psf)

B C D 6 80 170 150 140 7 80 170 150 140

38 16 8 74 170 145 130 95 61 150 130 120 12 47 130 110 105 6 80 170 150 140 7 80 170 150 140

16 8 74 170 145 130 95 65 150 130 125

716 12 47 130 110 105 6 69 150 140 130 7 58 150 130 110

I

24 8 49 140 120 110 95 41 125 105 100 12 31 110 90 85

I

For 51 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimlJm specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

e Sd onzon a IYW als- (WmdS ultTabl 2b Lap I mg 1nstaIIed H t II ith 0 113 NI Max UlfImae ipeed V (1)

For 51 lInch - 254 mm 1 psf - 4788 Pa 1 mph =0447 ms

Max Max Ultimate Wind Speed

Performance Max Stud Siding Ultimate Vult(S) (mph)

Category Spacing(2) Width Wind Wind Exposure Category (inches) (inches) Pressure

(pst) B C D -

6 133 200(4) 180 180 7 133 200(4) 180 180-

38 16 8 I 123 200(4) 180 160 95 102 200(4) 160 150 12 79 180 150 140 6 133 200(4) 180 180 7 133 200(4) 180 180

16 8 123 200(4) 180 160 95 102 200(4) 160 150

716 12 79 180 150 140 6 115 200(4) 180 160 7 96 180 160 150

24 8 85 180 150 140 95 68 160 140 130 12 52 140 120 110

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 20151RC and Section 160911 ofthe 2012 and 2015 IBC

(4) Table R3012(2) ofthe 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

i

APA Product Reportreg PR-N124

Revised September 292017 Page 7 of 13

L Sdmg IdHonzontally Wit h 0 092 NI M d V (1)Table 2c ap I nstal e als- ax Allowable WIndSipee asd

Performance Category

Max Stud Spacing(2)

(inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(pst)

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure CateQorv

B C D

3f8 16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

716

16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

24

6 42 130 110 100 7 35 120 100 90 8 30 110 90 85

95 25 100 85 -12 19 85 - -

For 81 1 Inch =254 mm 1 psf =4788 Pa 1 mph = 0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Sd ult(1)Ta ble 2d Lap i mg Installed Horizontally with 0092 Nal1 s - Max Ultimate Wind Sipeed V

Performance Category

Max Stud Spacing(2) (inches)

Siding Width

(inches)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed VUIt(3) (mph)

I

Wind Exposure CateQorv

B C D

3f8 16

6 104 200(4) 160 160 I 7 87 180 160 140

8 75 160 140 130 95 61 150 130 120 12 47 140 115 -

716

i

16

6 104 200(4) 160 160 7 87 180 160 140 8 75 160 140 130

95 61 150 130 120 12 47 140 115 -

24

6 70 160 140 130 7 58 150 130 120 8 50 140 120 110

95 41 130 110 -12 32 110 - -

For 81 1 Inch = 254 mm 1 psf =4788 Pa 1 mph 0447 mfs

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 20151BC

(4) Table R3012(2) ofthe 20151RC is limited to a maximum ultimate deSign wind speed Vult of 180 mph

copy 2017 APA The Engineered Wood Association 07-02

APA Product Reportreg PR-N124

Revised September 292017 Page 8 of 13

Ta bl a Ing t IIe d V rtIcaIyWIth 0 113 N 1 Max Allowabl md S pee de 3 Pane I ns a e II als- e W d V as

Fastener Spacing(1) Max

Performance Max Stud (inches oc) Allowable

Category Spacing(2) Wind (inches) Edges Field Pressure

(pst)

16 6 12 43 6 8038 12 2924 6 6 58

16 6 12 43

716 6 80

24 6 12 29 6 58

16 6 12 43

1932 6 80

24 6 12 29 6 58

For 81 1 Inch = 254 mm 1 psf - 4788 Pa 1 mph = 0447 ms

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure Category

B C D

130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -15 130 110

(1) Fasteners shall be a hat dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and lang enough to penetrate structural framing or woad structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 ofthe 2009 and 2012 IRC and Section 160911 ofthe 20091BC

Ta ble 3b Pane I t IIed Vertically with 0113 Nal1 s - Max U WmdSpee bullmg Ins a Itlmate d V ult

Performance Category

Max Stud Spacing(2) (inches)

Fastener Spacing(1) (inches oc)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed Vult(3) (mph)

Edges Field Wind Exposure Category

B C D

38 16 6 12 72 I 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

716 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

1932 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

For 81 1 Inch =254 mm 1 psf = 4788 Pa 1 mph =0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 2015 IBC

(4) Table R3012(2) of the 20151RC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Repotreg PR-N124 Revised September 292017 Page 9 of 13

I Sd II d V rf II middotth 0 092 NI M Allowabl W d S pee Table 3c Pane ling nsta e e Icalywi als- ax e In d V asd Fastener Spacing(1)

Max Max Allowable Wind Speed

Performance Max Stud (inches oc) Allowable Vasd(3) (mph)

Category Spacing(2)

Wind Wind Exposure Category (inches) Edges Field Pressure B C I D

16 6 12 26 100 85 -38 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

16 6 12 26 100 85 -6 52 145 20 110

716 12 17 8524 6 - -

6 35 120 100 90

16 6 12 26 100 85 -1932 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

For 51 1 Inch = 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area In accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Tabl 3d aneISdmg nstalled Vertically with 0092 Nails - Max Ultimate WindSe P i ipeed Vult

Fastener Spacing(1) Max Max Ultimate Wind Speed

Performance Max Stud (inches oc) Ultimate Vult(3) (mph)

Category Spacing(2) Wind Wind Exposure Category (inches) Edges Field Pressure

(psf) B C D

16 6 12 44 130 110 -38 6 87 180 160 140

24 6 12 29 - - -6 58 ~ 130 120

16 6 12 44 110 -716 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

16 6 12 44 130 110 -1932 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

For 51 1 Inch - 254 mm 1 psf - 4788 Pa 1 mph - 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(4) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vwt of 180 mph

copy 2017 APA- The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 10 of 13

Table 4a La~ Siding Installed Horizontally to SIPs(1) - Max Allowable Wind Speed Vasd(2)

I Performance

i

Category

Max Ring Shank

Nail Spacing(3) (inches)

Max Wood Screw

Spacing(4) (inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(psf)

Max Allowable Wind Speed Vasd(5) (mph)

Wind Exposure Category

B C D

38 8 12

6 80 170 150 140 7 72 170 145 130 8 63 150 130 125

95 54 145 125 110 12 40 125 105 90

716 12 16

6 58 150 130 120 7 50 140 120 110 8 42 130 110 100

95 36 120 100 90 12 27 105 85 -

For 81 1 Inch 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this Table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 314 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

T bl b L Sa e4 ap iding Installed Horizontally to SIPs(1) (2)- Max Ultimate Wind Speed Vult

Max Max Max Max Ultimate Wind Speed

Performance Ring Shank Wood Screw Siding Ultimate Vult(S) (mph)

Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) Pressure(inches) (inches) (psf) B C D

6 133 200(6) 180 180 7 119 200(6) 160 160

38 8 12 8 105 200(6) 160 160 95 90 180 160 150 12 67 160 140 120 6 97 200(6) 160 150 7 79 180 150 140

716 12 16 8 70 160 140 130 95 60 150 130 120 12 45 130 115 -

i

For 81 1 Inch - 254 mm 1 psf = 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R301 21 ofthe 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(6) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

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APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

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APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

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illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 3: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Reportreg PR-N124 Revised 2017 3 of 13

c) LP SmartSide Strand Substrate Treated-Engineered-Wood panel siding is flood resistant on the properties listed in Section 6 This evaluation applies to 38 and 716 Performance Category panel siding at a 16 oc Span Rating

d) LP SmartSide Strand Substrate Treated-Engineered-Wood Lap and Panel Siding is lt

produced at Louisiana-Pacific Corporation facilities at Hayward WI Newberry MI Tomahawk WI Two Harbors MN and Swan Valley Minitonas MB and LP SmartSide Strand Substrate Treated-Engineered-Wood Vertical Siding is produced at LouisianashyPacific Corporation facility at Tomahawk WI under a quality assurance program audited by APA

e) This report is subject to re-examination in one year

8 Identification LP SmartSide Strand Substrate Treated-Engineered-Wood Lap Panel and Vertical Siding described in this report is identified by a label bearing the manufacturers name (LouisianashyPacific Corporation) andor trademark the APA assigned plant number (357 for the Hayward plant 416 for the Newberry plant 435 for the Tomahawk plant 399 for the Two Harbors plant or 457 for the Swan Valley plant) the product Performance Category the Span Rating the Exposure Rating the APA logo the report number PR-N124 and a means of identifying the date of manufacture

c-~~~1piltSlqrlSld6middotll)lp $d~t~lIedyenr(olftmiddot

Figure 1 Lap siding installed vertically Figure 2 Lpreg SmartSidereg TrimBatten

copy 2017 APA - The Engineereq Wood Association 07-02

APA Product Repoftreg PR-N124 Revised September 29 2017 Page 4 of 13

Figure 3 Lap siding attachment detail Figure 4 Lpreg SmartSidereg TrimBatten attachment detail

Figure 5 Vertical Siding Figure 6 Vertical Siding attachment detail

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Report) PR-N124 Revised September 29 2017 Page 5 of 13

Table 1 Allowable Racking Shear (plf) for LP SmartSide Strand Substrate Treated-Engineered-Wood Panel Siding Shear Walls with Framing of Uouglas-Fir-Larch or Southern Pine for Wind or Seismic LIIrlinn(123)- _--- -

--------- shy

Min Nail Panels Applied Directly to Framing Panels Applied Over Max 58-inch Gypsum Sheathing

Performance Penetration Nail Size Nail Spacing at Panel Edges Nail Size Naif Spacing at Panel Edges Category in Framing (common or (inches) (common or (inches)

(inches) galvanized galvanized box)(78) 6 4 3 2(4) box)(78) 6 4 3 2(4)

-516(56) 180 270 350 450 180 270 350 450

1-14 6d 8d 38(56) 200 300 390 510 200 300 390 510

38(56) 220 320 410 530 260 380 490(4) 640 ----shy ------ shy --- shy 1-12 8d 10d

716(5) 240 350 450 585 260 380 490(4) 640

1932(5) 1-58 10d 340 510 665(4) 870 - - - - -------shy_ -- ~ ~ -

(1) For framing of other species (a) find specific gravity for species of lumber in the National Design Specification for Wood Construction (NOS) (b) find shear value from Table for nails size (c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific gravity less than 042

(2) All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical direction Space nails 6 inches oc along intermediate framing members for 38 and 7116 Performance Category panels installed on studs spaced 24 inches oc For other conditions and panel performance categories space nails 12 inches oc on intermediate supports

(~) For shear loads ofnormal or permanent load duration the values in the Table shall be multiplied by 063 or 056 respectively (4) Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing

of more than 1-58 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered

(5) Except as noted in Footnote 7 panel thickness at point of nailing at panel edges determines applicable shear values except that 38 Performance Category panels nailed at shiplap edges use 516 Performance Category shear values and 716 and 19132 Performance Category panel sidings nailed at shiplap edges use 318 Performance Category shear values

(6) Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spacing specified for the applicable shear value

(7) Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel siding (S) Fastener dimensions are as specified in ASTM F 1667

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR~N124 Revised September 292017 Page 6 of 13

T bl 2 L Sd 1 t II d H als- m d V asd(1)a e a ap I mg ns a e onzonta IIlyWIth 0 113 NI Max Allowable W dSipee

Max Stud Siding Max Max Allowable Wind Speed

Performance Spacing(2) Width Allowable Vasd(3)Jmph)

Category Wind Exposure Category (inches) (inches) Wind Pressure (psf)

B C D 6 80 170 150 140 7 80 170 150 140

38 16 8 74 170 145 130 95 61 150 130 120 12 47 130 110 105 6 80 170 150 140 7 80 170 150 140

16 8 74 170 145 130 95 65 150 130 125

716 12 47 130 110 105 6 69 150 140 130 7 58 150 130 110

I

24 8 49 140 120 110 95 41 125 105 100 12 31 110 90 85

I

For 51 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimlJm specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

e Sd onzon a IYW als- (WmdS ultTabl 2b Lap I mg 1nstaIIed H t II ith 0 113 NI Max UlfImae ipeed V (1)

For 51 lInch - 254 mm 1 psf - 4788 Pa 1 mph =0447 ms

Max Max Ultimate Wind Speed

Performance Max Stud Siding Ultimate Vult(S) (mph)

Category Spacing(2) Width Wind Wind Exposure Category (inches) (inches) Pressure

(pst) B C D -

6 133 200(4) 180 180 7 133 200(4) 180 180-

38 16 8 I 123 200(4) 180 160 95 102 200(4) 160 150 12 79 180 150 140 6 133 200(4) 180 180 7 133 200(4) 180 180

16 8 123 200(4) 180 160 95 102 200(4) 160 150

716 12 79 180 150 140 6 115 200(4) 180 160 7 96 180 160 150

24 8 85 180 150 140 95 68 160 140 130 12 52 140 120 110

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 20151RC and Section 160911 ofthe 2012 and 2015 IBC

(4) Table R3012(2) ofthe 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

i

APA Product Reportreg PR-N124

Revised September 292017 Page 7 of 13

L Sdmg IdHonzontally Wit h 0 092 NI M d V (1)Table 2c ap I nstal e als- ax Allowable WIndSipee asd

Performance Category

Max Stud Spacing(2)

(inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(pst)

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure CateQorv

B C D

3f8 16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

716

16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

24

6 42 130 110 100 7 35 120 100 90 8 30 110 90 85

95 25 100 85 -12 19 85 - -

For 81 1 Inch =254 mm 1 psf =4788 Pa 1 mph = 0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Sd ult(1)Ta ble 2d Lap i mg Installed Horizontally with 0092 Nal1 s - Max Ultimate Wind Sipeed V

Performance Category

Max Stud Spacing(2) (inches)

Siding Width

(inches)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed VUIt(3) (mph)

I

Wind Exposure CateQorv

B C D

3f8 16

6 104 200(4) 160 160 I 7 87 180 160 140

8 75 160 140 130 95 61 150 130 120 12 47 140 115 -

716

i

16

6 104 200(4) 160 160 7 87 180 160 140 8 75 160 140 130

95 61 150 130 120 12 47 140 115 -

24

6 70 160 140 130 7 58 150 130 120 8 50 140 120 110

95 41 130 110 -12 32 110 - -

For 81 1 Inch = 254 mm 1 psf =4788 Pa 1 mph 0447 mfs

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 20151BC

(4) Table R3012(2) ofthe 20151RC is limited to a maximum ultimate deSign wind speed Vult of 180 mph

copy 2017 APA The Engineered Wood Association 07-02

APA Product Reportreg PR-N124

Revised September 292017 Page 8 of 13

Ta bl a Ing t IIe d V rtIcaIyWIth 0 113 N 1 Max Allowabl md S pee de 3 Pane I ns a e II als- e W d V as

Fastener Spacing(1) Max

Performance Max Stud (inches oc) Allowable

Category Spacing(2) Wind (inches) Edges Field Pressure

(pst)

16 6 12 43 6 8038 12 2924 6 6 58

16 6 12 43

716 6 80

24 6 12 29 6 58

16 6 12 43

1932 6 80

24 6 12 29 6 58

For 81 1 Inch = 254 mm 1 psf - 4788 Pa 1 mph = 0447 ms

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure Category

B C D

130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -15 130 110

(1) Fasteners shall be a hat dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and lang enough to penetrate structural framing or woad structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 ofthe 2009 and 2012 IRC and Section 160911 ofthe 20091BC

Ta ble 3b Pane I t IIed Vertically with 0113 Nal1 s - Max U WmdSpee bullmg Ins a Itlmate d V ult

Performance Category

Max Stud Spacing(2) (inches)

Fastener Spacing(1) (inches oc)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed Vult(3) (mph)

Edges Field Wind Exposure Category

B C D

38 16 6 12 72 I 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

716 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

1932 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

For 81 1 Inch =254 mm 1 psf = 4788 Pa 1 mph =0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 2015 IBC

(4) Table R3012(2) of the 20151RC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Repotreg PR-N124 Revised September 292017 Page 9 of 13

I Sd II d V rf II middotth 0 092 NI M Allowabl W d S pee Table 3c Pane ling nsta e e Icalywi als- ax e In d V asd Fastener Spacing(1)

Max Max Allowable Wind Speed

Performance Max Stud (inches oc) Allowable Vasd(3) (mph)

Category Spacing(2)

Wind Wind Exposure Category (inches) Edges Field Pressure B C I D

16 6 12 26 100 85 -38 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

16 6 12 26 100 85 -6 52 145 20 110

716 12 17 8524 6 - -

6 35 120 100 90

16 6 12 26 100 85 -1932 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

For 51 1 Inch = 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area In accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Tabl 3d aneISdmg nstalled Vertically with 0092 Nails - Max Ultimate WindSe P i ipeed Vult

Fastener Spacing(1) Max Max Ultimate Wind Speed

Performance Max Stud (inches oc) Ultimate Vult(3) (mph)

Category Spacing(2) Wind Wind Exposure Category (inches) Edges Field Pressure

(psf) B C D

16 6 12 44 130 110 -38 6 87 180 160 140

24 6 12 29 - - -6 58 ~ 130 120

16 6 12 44 110 -716 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

16 6 12 44 130 110 -1932 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

For 51 1 Inch - 254 mm 1 psf - 4788 Pa 1 mph - 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(4) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vwt of 180 mph

copy 2017 APA- The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 10 of 13

Table 4a La~ Siding Installed Horizontally to SIPs(1) - Max Allowable Wind Speed Vasd(2)

I Performance

i

Category

Max Ring Shank

Nail Spacing(3) (inches)

Max Wood Screw

Spacing(4) (inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(psf)

Max Allowable Wind Speed Vasd(5) (mph)

Wind Exposure Category

B C D

38 8 12

6 80 170 150 140 7 72 170 145 130 8 63 150 130 125

95 54 145 125 110 12 40 125 105 90

716 12 16

6 58 150 130 120 7 50 140 120 110 8 42 130 110 100

95 36 120 100 90 12 27 105 85 -

For 81 1 Inch 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this Table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 314 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

T bl b L Sa e4 ap iding Installed Horizontally to SIPs(1) (2)- Max Ultimate Wind Speed Vult

Max Max Max Max Ultimate Wind Speed

Performance Ring Shank Wood Screw Siding Ultimate Vult(S) (mph)

Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) Pressure(inches) (inches) (psf) B C D

6 133 200(6) 180 180 7 119 200(6) 160 160

38 8 12 8 105 200(6) 160 160 95 90 180 160 150 12 67 160 140 120 6 97 200(6) 160 150 7 79 180 150 140

716 12 16 8 70 160 140 130 95 60 150 130 120 12 45 130 115 -

i

For 81 1 Inch - 254 mm 1 psf = 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R301 21 ofthe 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(6) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 4: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Repoftreg PR-N124 Revised September 29 2017 Page 4 of 13

Figure 3 Lap siding attachment detail Figure 4 Lpreg SmartSidereg TrimBatten attachment detail

Figure 5 Vertical Siding Figure 6 Vertical Siding attachment detail

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Report) PR-N124 Revised September 29 2017 Page 5 of 13

Table 1 Allowable Racking Shear (plf) for LP SmartSide Strand Substrate Treated-Engineered-Wood Panel Siding Shear Walls with Framing of Uouglas-Fir-Larch or Southern Pine for Wind or Seismic LIIrlinn(123)- _--- -

--------- shy

Min Nail Panels Applied Directly to Framing Panels Applied Over Max 58-inch Gypsum Sheathing

Performance Penetration Nail Size Nail Spacing at Panel Edges Nail Size Naif Spacing at Panel Edges Category in Framing (common or (inches) (common or (inches)

(inches) galvanized galvanized box)(78) 6 4 3 2(4) box)(78) 6 4 3 2(4)

-516(56) 180 270 350 450 180 270 350 450

1-14 6d 8d 38(56) 200 300 390 510 200 300 390 510

38(56) 220 320 410 530 260 380 490(4) 640 ----shy ------ shy --- shy 1-12 8d 10d

716(5) 240 350 450 585 260 380 490(4) 640

1932(5) 1-58 10d 340 510 665(4) 870 - - - - -------shy_ -- ~ ~ -

(1) For framing of other species (a) find specific gravity for species of lumber in the National Design Specification for Wood Construction (NOS) (b) find shear value from Table for nails size (c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific gravity less than 042

(2) All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical direction Space nails 6 inches oc along intermediate framing members for 38 and 7116 Performance Category panels installed on studs spaced 24 inches oc For other conditions and panel performance categories space nails 12 inches oc on intermediate supports

(~) For shear loads ofnormal or permanent load duration the values in the Table shall be multiplied by 063 or 056 respectively (4) Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing

of more than 1-58 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered

(5) Except as noted in Footnote 7 panel thickness at point of nailing at panel edges determines applicable shear values except that 38 Performance Category panels nailed at shiplap edges use 516 Performance Category shear values and 716 and 19132 Performance Category panel sidings nailed at shiplap edges use 318 Performance Category shear values

(6) Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spacing specified for the applicable shear value

(7) Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel siding (S) Fastener dimensions are as specified in ASTM F 1667

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR~N124 Revised September 292017 Page 6 of 13

T bl 2 L Sd 1 t II d H als- m d V asd(1)a e a ap I mg ns a e onzonta IIlyWIth 0 113 NI Max Allowable W dSipee

Max Stud Siding Max Max Allowable Wind Speed

Performance Spacing(2) Width Allowable Vasd(3)Jmph)

Category Wind Exposure Category (inches) (inches) Wind Pressure (psf)

B C D 6 80 170 150 140 7 80 170 150 140

38 16 8 74 170 145 130 95 61 150 130 120 12 47 130 110 105 6 80 170 150 140 7 80 170 150 140

16 8 74 170 145 130 95 65 150 130 125

716 12 47 130 110 105 6 69 150 140 130 7 58 150 130 110

I

24 8 49 140 120 110 95 41 125 105 100 12 31 110 90 85

I

For 51 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimlJm specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

e Sd onzon a IYW als- (WmdS ultTabl 2b Lap I mg 1nstaIIed H t II ith 0 113 NI Max UlfImae ipeed V (1)

For 51 lInch - 254 mm 1 psf - 4788 Pa 1 mph =0447 ms

Max Max Ultimate Wind Speed

Performance Max Stud Siding Ultimate Vult(S) (mph)

Category Spacing(2) Width Wind Wind Exposure Category (inches) (inches) Pressure

(pst) B C D -

6 133 200(4) 180 180 7 133 200(4) 180 180-

38 16 8 I 123 200(4) 180 160 95 102 200(4) 160 150 12 79 180 150 140 6 133 200(4) 180 180 7 133 200(4) 180 180

16 8 123 200(4) 180 160 95 102 200(4) 160 150

716 12 79 180 150 140 6 115 200(4) 180 160 7 96 180 160 150

24 8 85 180 150 140 95 68 160 140 130 12 52 140 120 110

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 20151RC and Section 160911 ofthe 2012 and 2015 IBC

(4) Table R3012(2) ofthe 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

i

APA Product Reportreg PR-N124

Revised September 292017 Page 7 of 13

L Sdmg IdHonzontally Wit h 0 092 NI M d V (1)Table 2c ap I nstal e als- ax Allowable WIndSipee asd

Performance Category

Max Stud Spacing(2)

(inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(pst)

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure CateQorv

B C D

3f8 16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

716

16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

24

6 42 130 110 100 7 35 120 100 90 8 30 110 90 85

95 25 100 85 -12 19 85 - -

For 81 1 Inch =254 mm 1 psf =4788 Pa 1 mph = 0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Sd ult(1)Ta ble 2d Lap i mg Installed Horizontally with 0092 Nal1 s - Max Ultimate Wind Sipeed V

Performance Category

Max Stud Spacing(2) (inches)

Siding Width

(inches)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed VUIt(3) (mph)

I

Wind Exposure CateQorv

B C D

3f8 16

6 104 200(4) 160 160 I 7 87 180 160 140

8 75 160 140 130 95 61 150 130 120 12 47 140 115 -

716

i

16

6 104 200(4) 160 160 7 87 180 160 140 8 75 160 140 130

95 61 150 130 120 12 47 140 115 -

24

6 70 160 140 130 7 58 150 130 120 8 50 140 120 110

95 41 130 110 -12 32 110 - -

For 81 1 Inch = 254 mm 1 psf =4788 Pa 1 mph 0447 mfs

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 20151BC

(4) Table R3012(2) ofthe 20151RC is limited to a maximum ultimate deSign wind speed Vult of 180 mph

copy 2017 APA The Engineered Wood Association 07-02

APA Product Reportreg PR-N124

Revised September 292017 Page 8 of 13

Ta bl a Ing t IIe d V rtIcaIyWIth 0 113 N 1 Max Allowabl md S pee de 3 Pane I ns a e II als- e W d V as

Fastener Spacing(1) Max

Performance Max Stud (inches oc) Allowable

Category Spacing(2) Wind (inches) Edges Field Pressure

(pst)

16 6 12 43 6 8038 12 2924 6 6 58

16 6 12 43

716 6 80

24 6 12 29 6 58

16 6 12 43

1932 6 80

24 6 12 29 6 58

For 81 1 Inch = 254 mm 1 psf - 4788 Pa 1 mph = 0447 ms

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure Category

B C D

130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -15 130 110

(1) Fasteners shall be a hat dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and lang enough to penetrate structural framing or woad structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 ofthe 2009 and 2012 IRC and Section 160911 ofthe 20091BC

Ta ble 3b Pane I t IIed Vertically with 0113 Nal1 s - Max U WmdSpee bullmg Ins a Itlmate d V ult

Performance Category

Max Stud Spacing(2) (inches)

Fastener Spacing(1) (inches oc)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed Vult(3) (mph)

Edges Field Wind Exposure Category

B C D

38 16 6 12 72 I 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

716 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

1932 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

For 81 1 Inch =254 mm 1 psf = 4788 Pa 1 mph =0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 2015 IBC

(4) Table R3012(2) of the 20151RC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Repotreg PR-N124 Revised September 292017 Page 9 of 13

I Sd II d V rf II middotth 0 092 NI M Allowabl W d S pee Table 3c Pane ling nsta e e Icalywi als- ax e In d V asd Fastener Spacing(1)

Max Max Allowable Wind Speed

Performance Max Stud (inches oc) Allowable Vasd(3) (mph)

Category Spacing(2)

Wind Wind Exposure Category (inches) Edges Field Pressure B C I D

16 6 12 26 100 85 -38 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

16 6 12 26 100 85 -6 52 145 20 110

716 12 17 8524 6 - -

6 35 120 100 90

16 6 12 26 100 85 -1932 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

For 51 1 Inch = 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area In accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Tabl 3d aneISdmg nstalled Vertically with 0092 Nails - Max Ultimate WindSe P i ipeed Vult

Fastener Spacing(1) Max Max Ultimate Wind Speed

Performance Max Stud (inches oc) Ultimate Vult(3) (mph)

Category Spacing(2) Wind Wind Exposure Category (inches) Edges Field Pressure

(psf) B C D

16 6 12 44 130 110 -38 6 87 180 160 140

24 6 12 29 - - -6 58 ~ 130 120

16 6 12 44 110 -716 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

16 6 12 44 130 110 -1932 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

For 51 1 Inch - 254 mm 1 psf - 4788 Pa 1 mph - 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(4) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vwt of 180 mph

copy 2017 APA- The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 10 of 13

Table 4a La~ Siding Installed Horizontally to SIPs(1) - Max Allowable Wind Speed Vasd(2)

I Performance

i

Category

Max Ring Shank

Nail Spacing(3) (inches)

Max Wood Screw

Spacing(4) (inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(psf)

Max Allowable Wind Speed Vasd(5) (mph)

Wind Exposure Category

B C D

38 8 12

6 80 170 150 140 7 72 170 145 130 8 63 150 130 125

95 54 145 125 110 12 40 125 105 90

716 12 16

6 58 150 130 120 7 50 140 120 110 8 42 130 110 100

95 36 120 100 90 12 27 105 85 -

For 81 1 Inch 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this Table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 314 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

T bl b L Sa e4 ap iding Installed Horizontally to SIPs(1) (2)- Max Ultimate Wind Speed Vult

Max Max Max Max Ultimate Wind Speed

Performance Ring Shank Wood Screw Siding Ultimate Vult(S) (mph)

Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) Pressure(inches) (inches) (psf) B C D

6 133 200(6) 180 180 7 119 200(6) 160 160

38 8 12 8 105 200(6) 160 160 95 90 180 160 150 12 67 160 140 120 6 97 200(6) 160 150 7 79 180 150 140

716 12 16 8 70 160 140 130 95 60 150 130 120 12 45 130 115 -

i

For 81 1 Inch - 254 mm 1 psf = 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R301 21 ofthe 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(6) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

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APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

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APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 5: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Report) PR-N124 Revised September 29 2017 Page 5 of 13

Table 1 Allowable Racking Shear (plf) for LP SmartSide Strand Substrate Treated-Engineered-Wood Panel Siding Shear Walls with Framing of Uouglas-Fir-Larch or Southern Pine for Wind or Seismic LIIrlinn(123)- _--- -

--------- shy

Min Nail Panels Applied Directly to Framing Panels Applied Over Max 58-inch Gypsum Sheathing

Performance Penetration Nail Size Nail Spacing at Panel Edges Nail Size Naif Spacing at Panel Edges Category in Framing (common or (inches) (common or (inches)

(inches) galvanized galvanized box)(78) 6 4 3 2(4) box)(78) 6 4 3 2(4)

-516(56) 180 270 350 450 180 270 350 450

1-14 6d 8d 38(56) 200 300 390 510 200 300 390 510

38(56) 220 320 410 530 260 380 490(4) 640 ----shy ------ shy --- shy 1-12 8d 10d

716(5) 240 350 450 585 260 380 490(4) 640

1932(5) 1-58 10d 340 510 665(4) 870 - - - - -------shy_ -- ~ ~ -

(1) For framing of other species (a) find specific gravity for species of lumber in the National Design Specification for Wood Construction (NOS) (b) find shear value from Table for nails size (c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific gravity less than 042

(2) All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical direction Space nails 6 inches oc along intermediate framing members for 38 and 7116 Performance Category panels installed on studs spaced 24 inches oc For other conditions and panel performance categories space nails 12 inches oc on intermediate supports

(~) For shear loads ofnormal or permanent load duration the values in the Table shall be multiplied by 063 or 056 respectively (4) Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing

of more than 1-58 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered

(5) Except as noted in Footnote 7 panel thickness at point of nailing at panel edges determines applicable shear values except that 38 Performance Category panels nailed at shiplap edges use 516 Performance Category shear values and 716 and 19132 Performance Category panel sidings nailed at shiplap edges use 318 Performance Category shear values

(6) Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spacing specified for the applicable shear value

(7) Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel siding (S) Fastener dimensions are as specified in ASTM F 1667

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR~N124 Revised September 292017 Page 6 of 13

T bl 2 L Sd 1 t II d H als- m d V asd(1)a e a ap I mg ns a e onzonta IIlyWIth 0 113 NI Max Allowable W dSipee

Max Stud Siding Max Max Allowable Wind Speed

Performance Spacing(2) Width Allowable Vasd(3)Jmph)

Category Wind Exposure Category (inches) (inches) Wind Pressure (psf)

B C D 6 80 170 150 140 7 80 170 150 140

38 16 8 74 170 145 130 95 61 150 130 120 12 47 130 110 105 6 80 170 150 140 7 80 170 150 140

16 8 74 170 145 130 95 65 150 130 125

716 12 47 130 110 105 6 69 150 140 130 7 58 150 130 110

I

24 8 49 140 120 110 95 41 125 105 100 12 31 110 90 85

I

For 51 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimlJm specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

e Sd onzon a IYW als- (WmdS ultTabl 2b Lap I mg 1nstaIIed H t II ith 0 113 NI Max UlfImae ipeed V (1)

For 51 lInch - 254 mm 1 psf - 4788 Pa 1 mph =0447 ms

Max Max Ultimate Wind Speed

Performance Max Stud Siding Ultimate Vult(S) (mph)

Category Spacing(2) Width Wind Wind Exposure Category (inches) (inches) Pressure

(pst) B C D -

6 133 200(4) 180 180 7 133 200(4) 180 180-

38 16 8 I 123 200(4) 180 160 95 102 200(4) 160 150 12 79 180 150 140 6 133 200(4) 180 180 7 133 200(4) 180 180

16 8 123 200(4) 180 160 95 102 200(4) 160 150

716 12 79 180 150 140 6 115 200(4) 180 160 7 96 180 160 150

24 8 85 180 150 140 95 68 160 140 130 12 52 140 120 110

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 20151RC and Section 160911 ofthe 2012 and 2015 IBC

(4) Table R3012(2) ofthe 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

i

APA Product Reportreg PR-N124

Revised September 292017 Page 7 of 13

L Sdmg IdHonzontally Wit h 0 092 NI M d V (1)Table 2c ap I nstal e als- ax Allowable WIndSipee asd

Performance Category

Max Stud Spacing(2)

(inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(pst)

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure CateQorv

B C D

3f8 16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

716

16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

24

6 42 130 110 100 7 35 120 100 90 8 30 110 90 85

95 25 100 85 -12 19 85 - -

For 81 1 Inch =254 mm 1 psf =4788 Pa 1 mph = 0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Sd ult(1)Ta ble 2d Lap i mg Installed Horizontally with 0092 Nal1 s - Max Ultimate Wind Sipeed V

Performance Category

Max Stud Spacing(2) (inches)

Siding Width

(inches)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed VUIt(3) (mph)

I

Wind Exposure CateQorv

B C D

3f8 16

6 104 200(4) 160 160 I 7 87 180 160 140

8 75 160 140 130 95 61 150 130 120 12 47 140 115 -

716

i

16

6 104 200(4) 160 160 7 87 180 160 140 8 75 160 140 130

95 61 150 130 120 12 47 140 115 -

24

6 70 160 140 130 7 58 150 130 120 8 50 140 120 110

95 41 130 110 -12 32 110 - -

For 81 1 Inch = 254 mm 1 psf =4788 Pa 1 mph 0447 mfs

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 20151BC

(4) Table R3012(2) ofthe 20151RC is limited to a maximum ultimate deSign wind speed Vult of 180 mph

copy 2017 APA The Engineered Wood Association 07-02

APA Product Reportreg PR-N124

Revised September 292017 Page 8 of 13

Ta bl a Ing t IIe d V rtIcaIyWIth 0 113 N 1 Max Allowabl md S pee de 3 Pane I ns a e II als- e W d V as

Fastener Spacing(1) Max

Performance Max Stud (inches oc) Allowable

Category Spacing(2) Wind (inches) Edges Field Pressure

(pst)

16 6 12 43 6 8038 12 2924 6 6 58

16 6 12 43

716 6 80

24 6 12 29 6 58

16 6 12 43

1932 6 80

24 6 12 29 6 58

For 81 1 Inch = 254 mm 1 psf - 4788 Pa 1 mph = 0447 ms

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure Category

B C D

130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -15 130 110

(1) Fasteners shall be a hat dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and lang enough to penetrate structural framing or woad structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 ofthe 2009 and 2012 IRC and Section 160911 ofthe 20091BC

Ta ble 3b Pane I t IIed Vertically with 0113 Nal1 s - Max U WmdSpee bullmg Ins a Itlmate d V ult

Performance Category

Max Stud Spacing(2) (inches)

Fastener Spacing(1) (inches oc)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed Vult(3) (mph)

Edges Field Wind Exposure Category

B C D

38 16 6 12 72 I 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

716 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

1932 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

For 81 1 Inch =254 mm 1 psf = 4788 Pa 1 mph =0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 2015 IBC

(4) Table R3012(2) of the 20151RC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Repotreg PR-N124 Revised September 292017 Page 9 of 13

I Sd II d V rf II middotth 0 092 NI M Allowabl W d S pee Table 3c Pane ling nsta e e Icalywi als- ax e In d V asd Fastener Spacing(1)

Max Max Allowable Wind Speed

Performance Max Stud (inches oc) Allowable Vasd(3) (mph)

Category Spacing(2)

Wind Wind Exposure Category (inches) Edges Field Pressure B C I D

16 6 12 26 100 85 -38 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

16 6 12 26 100 85 -6 52 145 20 110

716 12 17 8524 6 - -

6 35 120 100 90

16 6 12 26 100 85 -1932 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

For 51 1 Inch = 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area In accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Tabl 3d aneISdmg nstalled Vertically with 0092 Nails - Max Ultimate WindSe P i ipeed Vult

Fastener Spacing(1) Max Max Ultimate Wind Speed

Performance Max Stud (inches oc) Ultimate Vult(3) (mph)

Category Spacing(2) Wind Wind Exposure Category (inches) Edges Field Pressure

(psf) B C D

16 6 12 44 130 110 -38 6 87 180 160 140

24 6 12 29 - - -6 58 ~ 130 120

16 6 12 44 110 -716 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

16 6 12 44 130 110 -1932 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

For 51 1 Inch - 254 mm 1 psf - 4788 Pa 1 mph - 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(4) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vwt of 180 mph

copy 2017 APA- The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 10 of 13

Table 4a La~ Siding Installed Horizontally to SIPs(1) - Max Allowable Wind Speed Vasd(2)

I Performance

i

Category

Max Ring Shank

Nail Spacing(3) (inches)

Max Wood Screw

Spacing(4) (inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(psf)

Max Allowable Wind Speed Vasd(5) (mph)

Wind Exposure Category

B C D

38 8 12

6 80 170 150 140 7 72 170 145 130 8 63 150 130 125

95 54 145 125 110 12 40 125 105 90

716 12 16

6 58 150 130 120 7 50 140 120 110 8 42 130 110 100

95 36 120 100 90 12 27 105 85 -

For 81 1 Inch 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this Table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 314 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

T bl b L Sa e4 ap iding Installed Horizontally to SIPs(1) (2)- Max Ultimate Wind Speed Vult

Max Max Max Max Ultimate Wind Speed

Performance Ring Shank Wood Screw Siding Ultimate Vult(S) (mph)

Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) Pressure(inches) (inches) (psf) B C D

6 133 200(6) 180 180 7 119 200(6) 160 160

38 8 12 8 105 200(6) 160 160 95 90 180 160 150 12 67 160 140 120 6 97 200(6) 160 150 7 79 180 150 140

716 12 16 8 70 160 140 130 95 60 150 130 120 12 45 130 115 -

i

For 81 1 Inch - 254 mm 1 psf = 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R301 21 ofthe 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(6) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

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~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

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bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

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illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 6: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Reportreg PR~N124 Revised September 292017 Page 6 of 13

T bl 2 L Sd 1 t II d H als- m d V asd(1)a e a ap I mg ns a e onzonta IIlyWIth 0 113 NI Max Allowable W dSipee

Max Stud Siding Max Max Allowable Wind Speed

Performance Spacing(2) Width Allowable Vasd(3)Jmph)

Category Wind Exposure Category (inches) (inches) Wind Pressure (psf)

B C D 6 80 170 150 140 7 80 170 150 140

38 16 8 74 170 145 130 95 61 150 130 120 12 47 130 110 105 6 80 170 150 140 7 80 170 150 140

16 8 74 170 145 130 95 65 150 130 125

716 12 47 130 110 105 6 69 150 140 130 7 58 150 130 110

I

24 8 49 140 120 110 95 41 125 105 100 12 31 110 90 85

I

For 51 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimlJm specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

e Sd onzon a IYW als- (WmdS ultTabl 2b Lap I mg 1nstaIIed H t II ith 0 113 NI Max UlfImae ipeed V (1)

For 51 lInch - 254 mm 1 psf - 4788 Pa 1 mph =0447 ms

Max Max Ultimate Wind Speed

Performance Max Stud Siding Ultimate Vult(S) (mph)

Category Spacing(2) Width Wind Wind Exposure Category (inches) (inches) Pressure

(pst) B C D -

6 133 200(4) 180 180 7 133 200(4) 180 180-

38 16 8 I 123 200(4) 180 160 95 102 200(4) 160 150 12 79 180 150 140 6 133 200(4) 180 180 7 133 200(4) 180 180

16 8 123 200(4) 180 160 95 102 200(4) 160 150

716 12 79 180 150 140 6 115 200(4) 180 160 7 96 180 160 150

24 8 85 180 150 140 95 68 160 140 130 12 52 140 120 110

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 20151RC and Section 160911 ofthe 2012 and 2015 IBC

(4) Table R3012(2) ofthe 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

i

APA Product Reportreg PR-N124

Revised September 292017 Page 7 of 13

L Sdmg IdHonzontally Wit h 0 092 NI M d V (1)Table 2c ap I nstal e als- ax Allowable WIndSipee asd

Performance Category

Max Stud Spacing(2)

(inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(pst)

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure CateQorv

B C D

3f8 16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

716

16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

24

6 42 130 110 100 7 35 120 100 90 8 30 110 90 85

95 25 100 85 -12 19 85 - -

For 81 1 Inch =254 mm 1 psf =4788 Pa 1 mph = 0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Sd ult(1)Ta ble 2d Lap i mg Installed Horizontally with 0092 Nal1 s - Max Ultimate Wind Sipeed V

Performance Category

Max Stud Spacing(2) (inches)

Siding Width

(inches)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed VUIt(3) (mph)

I

Wind Exposure CateQorv

B C D

3f8 16

6 104 200(4) 160 160 I 7 87 180 160 140

8 75 160 140 130 95 61 150 130 120 12 47 140 115 -

716

i

16

6 104 200(4) 160 160 7 87 180 160 140 8 75 160 140 130

95 61 150 130 120 12 47 140 115 -

24

6 70 160 140 130 7 58 150 130 120 8 50 140 120 110

95 41 130 110 -12 32 110 - -

For 81 1 Inch = 254 mm 1 psf =4788 Pa 1 mph 0447 mfs

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 20151BC

(4) Table R3012(2) ofthe 20151RC is limited to a maximum ultimate deSign wind speed Vult of 180 mph

copy 2017 APA The Engineered Wood Association 07-02

APA Product Reportreg PR-N124

Revised September 292017 Page 8 of 13

Ta bl a Ing t IIe d V rtIcaIyWIth 0 113 N 1 Max Allowabl md S pee de 3 Pane I ns a e II als- e W d V as

Fastener Spacing(1) Max

Performance Max Stud (inches oc) Allowable

Category Spacing(2) Wind (inches) Edges Field Pressure

(pst)

16 6 12 43 6 8038 12 2924 6 6 58

16 6 12 43

716 6 80

24 6 12 29 6 58

16 6 12 43

1932 6 80

24 6 12 29 6 58

For 81 1 Inch = 254 mm 1 psf - 4788 Pa 1 mph = 0447 ms

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure Category

B C D

130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -15 130 110

(1) Fasteners shall be a hat dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and lang enough to penetrate structural framing or woad structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 ofthe 2009 and 2012 IRC and Section 160911 ofthe 20091BC

Ta ble 3b Pane I t IIed Vertically with 0113 Nal1 s - Max U WmdSpee bullmg Ins a Itlmate d V ult

Performance Category

Max Stud Spacing(2) (inches)

Fastener Spacing(1) (inches oc)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed Vult(3) (mph)

Edges Field Wind Exposure Category

B C D

38 16 6 12 72 I 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

716 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

1932 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

For 81 1 Inch =254 mm 1 psf = 4788 Pa 1 mph =0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 2015 IBC

(4) Table R3012(2) of the 20151RC is limited to a maximum ultimate design wind speed Vult of 180 mph

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APA Product Repotreg PR-N124 Revised September 292017 Page 9 of 13

I Sd II d V rf II middotth 0 092 NI M Allowabl W d S pee Table 3c Pane ling nsta e e Icalywi als- ax e In d V asd Fastener Spacing(1)

Max Max Allowable Wind Speed

Performance Max Stud (inches oc) Allowable Vasd(3) (mph)

Category Spacing(2)

Wind Wind Exposure Category (inches) Edges Field Pressure B C I D

16 6 12 26 100 85 -38 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

16 6 12 26 100 85 -6 52 145 20 110

716 12 17 8524 6 - -

6 35 120 100 90

16 6 12 26 100 85 -1932 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

For 51 1 Inch = 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area In accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Tabl 3d aneISdmg nstalled Vertically with 0092 Nails - Max Ultimate WindSe P i ipeed Vult

Fastener Spacing(1) Max Max Ultimate Wind Speed

Performance Max Stud (inches oc) Ultimate Vult(3) (mph)

Category Spacing(2) Wind Wind Exposure Category (inches) Edges Field Pressure

(psf) B C D

16 6 12 44 130 110 -38 6 87 180 160 140

24 6 12 29 - - -6 58 ~ 130 120

16 6 12 44 110 -716 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

16 6 12 44 130 110 -1932 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

For 51 1 Inch - 254 mm 1 psf - 4788 Pa 1 mph - 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(4) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vwt of 180 mph

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APA Product Reportreg PR-N124 Revised September 292017 Page 10 of 13

Table 4a La~ Siding Installed Horizontally to SIPs(1) - Max Allowable Wind Speed Vasd(2)

I Performance

i

Category

Max Ring Shank

Nail Spacing(3) (inches)

Max Wood Screw

Spacing(4) (inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(psf)

Max Allowable Wind Speed Vasd(5) (mph)

Wind Exposure Category

B C D

38 8 12

6 80 170 150 140 7 72 170 145 130 8 63 150 130 125

95 54 145 125 110 12 40 125 105 90

716 12 16

6 58 150 130 120 7 50 140 120 110 8 42 130 110 100

95 36 120 100 90 12 27 105 85 -

For 81 1 Inch 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this Table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 314 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

T bl b L Sa e4 ap iding Installed Horizontally to SIPs(1) (2)- Max Ultimate Wind Speed Vult

Max Max Max Max Ultimate Wind Speed

Performance Ring Shank Wood Screw Siding Ultimate Vult(S) (mph)

Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) Pressure(inches) (inches) (psf) B C D

6 133 200(6) 180 180 7 119 200(6) 160 160

38 8 12 8 105 200(6) 160 160 95 90 180 160 150 12 67 160 140 120 6 97 200(6) 160 150 7 79 180 150 140

716 12 16 8 70 160 140 130 95 60 150 130 120 12 45 130 115 -

i

For 81 1 Inch - 254 mm 1 psf = 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R301 21 ofthe 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(6) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

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APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

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APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 7: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Reportreg PR-N124

Revised September 292017 Page 7 of 13

L Sdmg IdHonzontally Wit h 0 092 NI M d V (1)Table 2c ap I nstal e als- ax Allowable WIndSipee asd

Performance Category

Max Stud Spacing(2)

(inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(pst)

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure CateQorv

B C D

3f8 16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

716

16

6 63 150 130 125 7 52 145 120 110 8 45 130 110 105

95 37 120 100 90 12 28 105 90 -

24

6 42 130 110 100 7 35 120 100 90 8 30 110 90 85

95 25 100 85 -12 19 85 - -

For 81 1 Inch =254 mm 1 psf =4788 Pa 1 mph = 0447 ms

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Sd ult(1)Ta ble 2d Lap i mg Installed Horizontally with 0092 Nal1 s - Max Ultimate Wind Sipeed V

Performance Category

Max Stud Spacing(2) (inches)

Siding Width

(inches)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed VUIt(3) (mph)

I

Wind Exposure CateQorv

B C D

3f8 16

6 104 200(4) 160 160 I 7 87 180 160 140

8 75 160 140 130 95 61 150 130 120 12 47 140 115 -

716

i

16

6 104 200(4) 160 160 7 87 180 160 140 8 75 160 140 130

95 61 150 130 120 12 47 140 115 -

24

6 70 160 140 130 7 58 150 130 120 8 50 140 120 110

95 41 130 110 -12 32 110 - -

For 81 1 Inch = 254 mm 1 psf =4788 Pa 1 mph 0447 mfs

(1) One fastener for each stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Lap siding is not a bracing material

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 20151BC

(4) Table R3012(2) ofthe 20151RC is limited to a maximum ultimate deSign wind speed Vult of 180 mph

copy 2017 APA The Engineered Wood Association 07-02

APA Product Reportreg PR-N124

Revised September 292017 Page 8 of 13

Ta bl a Ing t IIe d V rtIcaIyWIth 0 113 N 1 Max Allowabl md S pee de 3 Pane I ns a e II als- e W d V as

Fastener Spacing(1) Max

Performance Max Stud (inches oc) Allowable

Category Spacing(2) Wind (inches) Edges Field Pressure

(pst)

16 6 12 43 6 8038 12 2924 6 6 58

16 6 12 43

716 6 80

24 6 12 29 6 58

16 6 12 43

1932 6 80

24 6 12 29 6 58

For 81 1 Inch = 254 mm 1 psf - 4788 Pa 1 mph = 0447 ms

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure Category

B C D

130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -15 130 110

(1) Fasteners shall be a hat dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and lang enough to penetrate structural framing or woad structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 ofthe 2009 and 2012 IRC and Section 160911 ofthe 20091BC

Ta ble 3b Pane I t IIed Vertically with 0113 Nal1 s - Max U WmdSpee bullmg Ins a Itlmate d V ult

Performance Category

Max Stud Spacing(2) (inches)

Fastener Spacing(1) (inches oc)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed Vult(3) (mph)

Edges Field Wind Exposure Category

B C D

38 16 6 12 72 I 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

716 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

1932 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

For 81 1 Inch =254 mm 1 psf = 4788 Pa 1 mph =0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 2015 IBC

(4) Table R3012(2) of the 20151RC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Repotreg PR-N124 Revised September 292017 Page 9 of 13

I Sd II d V rf II middotth 0 092 NI M Allowabl W d S pee Table 3c Pane ling nsta e e Icalywi als- ax e In d V asd Fastener Spacing(1)

Max Max Allowable Wind Speed

Performance Max Stud (inches oc) Allowable Vasd(3) (mph)

Category Spacing(2)

Wind Wind Exposure Category (inches) Edges Field Pressure B C I D

16 6 12 26 100 85 -38 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

16 6 12 26 100 85 -6 52 145 20 110

716 12 17 8524 6 - -

6 35 120 100 90

16 6 12 26 100 85 -1932 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

For 51 1 Inch = 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area In accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Tabl 3d aneISdmg nstalled Vertically with 0092 Nails - Max Ultimate WindSe P i ipeed Vult

Fastener Spacing(1) Max Max Ultimate Wind Speed

Performance Max Stud (inches oc) Ultimate Vult(3) (mph)

Category Spacing(2) Wind Wind Exposure Category (inches) Edges Field Pressure

(psf) B C D

16 6 12 44 130 110 -38 6 87 180 160 140

24 6 12 29 - - -6 58 ~ 130 120

16 6 12 44 110 -716 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

16 6 12 44 130 110 -1932 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

For 51 1 Inch - 254 mm 1 psf - 4788 Pa 1 mph - 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(4) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vwt of 180 mph

copy 2017 APA- The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 10 of 13

Table 4a La~ Siding Installed Horizontally to SIPs(1) - Max Allowable Wind Speed Vasd(2)

I Performance

i

Category

Max Ring Shank

Nail Spacing(3) (inches)

Max Wood Screw

Spacing(4) (inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(psf)

Max Allowable Wind Speed Vasd(5) (mph)

Wind Exposure Category

B C D

38 8 12

6 80 170 150 140 7 72 170 145 130 8 63 150 130 125

95 54 145 125 110 12 40 125 105 90

716 12 16

6 58 150 130 120 7 50 140 120 110 8 42 130 110 100

95 36 120 100 90 12 27 105 85 -

For 81 1 Inch 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this Table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 314 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

T bl b L Sa e4 ap iding Installed Horizontally to SIPs(1) (2)- Max Ultimate Wind Speed Vult

Max Max Max Max Ultimate Wind Speed

Performance Ring Shank Wood Screw Siding Ultimate Vult(S) (mph)

Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) Pressure(inches) (inches) (psf) B C D

6 133 200(6) 180 180 7 119 200(6) 160 160

38 8 12 8 105 200(6) 160 160 95 90 180 160 150 12 67 160 140 120 6 97 200(6) 160 150 7 79 180 150 140

716 12 16 8 70 160 140 130 95 60 150 130 120 12 45 130 115 -

i

For 81 1 Inch - 254 mm 1 psf = 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R301 21 ofthe 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(6) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

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illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 8: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Reportreg PR-N124

Revised September 292017 Page 8 of 13

Ta bl a Ing t IIe d V rtIcaIyWIth 0 113 N 1 Max Allowabl md S pee de 3 Pane I ns a e II als- e W d V as

Fastener Spacing(1) Max

Performance Max Stud (inches oc) Allowable

Category Spacing(2) Wind (inches) Edges Field Pressure

(pst)

16 6 12 43 6 8038 12 2924 6 6 58

16 6 12 43

716 6 80

24 6 12 29 6 58

16 6 12 43

1932 6 80

24 6 12 29 6 58

For 81 1 Inch = 254 mm 1 psf - 4788 Pa 1 mph = 0447 ms

Max Allowable Wind Speed Vasd(3) (mph)

Wind Exposure Category

B C D

130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -150 130 110 130 110 100 170 150 140 105 90 -15 130 110

(1) Fasteners shall be a hat dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and lang enough to penetrate structural framing or woad structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 ofthe 2009 and 2012 IRC and Section 160911 ofthe 20091BC

Ta ble 3b Pane I t IIed Vertically with 0113 Nal1 s - Max U WmdSpee bullmg Ins a Itlmate d V ult

Performance Category

Max Stud Spacing(2) (inches)

Fastener Spacing(1) (inches oc)

Max Ultimate

Wind Pressure

(pst)

Max Ultimate Wind Speed Vult(3) (mph)

Edges Field Wind Exposure Category

B C D

38 16 6 12 72 I 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

716 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

1932 16 6 12 72 160 140 130

6 133 200(4) 180 180

24 6 12 48 140 115 -6 96 180 160 150

For 81 1 Inch =254 mm 1 psf = 4788 Pa 1 mph =0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0113 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 2 inches

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 of the 2012 and 2015 IBC

(4) Table R3012(2) of the 20151RC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Repotreg PR-N124 Revised September 292017 Page 9 of 13

I Sd II d V rf II middotth 0 092 NI M Allowabl W d S pee Table 3c Pane ling nsta e e Icalywi als- ax e In d V asd Fastener Spacing(1)

Max Max Allowable Wind Speed

Performance Max Stud (inches oc) Allowable Vasd(3) (mph)

Category Spacing(2)

Wind Wind Exposure Category (inches) Edges Field Pressure B C I D

16 6 12 26 100 85 -38 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

16 6 12 26 100 85 -6 52 145 20 110

716 12 17 8524 6 - -

6 35 120 100 90

16 6 12 26 100 85 -1932 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

For 51 1 Inch = 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area In accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Tabl 3d aneISdmg nstalled Vertically with 0092 Nails - Max Ultimate WindSe P i ipeed Vult

Fastener Spacing(1) Max Max Ultimate Wind Speed

Performance Max Stud (inches oc) Ultimate Vult(3) (mph)

Category Spacing(2) Wind Wind Exposure Category (inches) Edges Field Pressure

(psf) B C D

16 6 12 44 130 110 -38 6 87 180 160 140

24 6 12 29 - - -6 58 ~ 130 120

16 6 12 44 110 -716 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

16 6 12 44 130 110 -1932 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

For 51 1 Inch - 254 mm 1 psf - 4788 Pa 1 mph - 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(4) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vwt of 180 mph

copy 2017 APA- The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 10 of 13

Table 4a La~ Siding Installed Horizontally to SIPs(1) - Max Allowable Wind Speed Vasd(2)

I Performance

i

Category

Max Ring Shank

Nail Spacing(3) (inches)

Max Wood Screw

Spacing(4) (inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(psf)

Max Allowable Wind Speed Vasd(5) (mph)

Wind Exposure Category

B C D

38 8 12

6 80 170 150 140 7 72 170 145 130 8 63 150 130 125

95 54 145 125 110 12 40 125 105 90

716 12 16

6 58 150 130 120 7 50 140 120 110 8 42 130 110 100

95 36 120 100 90 12 27 105 85 -

For 81 1 Inch 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this Table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 314 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

T bl b L Sa e4 ap iding Installed Horizontally to SIPs(1) (2)- Max Ultimate Wind Speed Vult

Max Max Max Max Ultimate Wind Speed

Performance Ring Shank Wood Screw Siding Ultimate Vult(S) (mph)

Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) Pressure(inches) (inches) (psf) B C D

6 133 200(6) 180 180 7 119 200(6) 160 160

38 8 12 8 105 200(6) 160 160 95 90 180 160 150 12 67 160 140 120 6 97 200(6) 160 150 7 79 180 150 140

716 12 16 8 70 160 140 130 95 60 150 130 120 12 45 130 115 -

i

For 81 1 Inch - 254 mm 1 psf = 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R301 21 ofthe 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(6) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 9: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Repotreg PR-N124 Revised September 292017 Page 9 of 13

I Sd II d V rf II middotth 0 092 NI M Allowabl W d S pee Table 3c Pane ling nsta e e Icalywi als- ax e In d V asd Fastener Spacing(1)

Max Max Allowable Wind Speed

Performance Max Stud (inches oc) Allowable Vasd(3) (mph)

Category Spacing(2)

Wind Wind Exposure Category (inches) Edges Field Pressure B C I D

16 6 12 26 100 85 -38 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

16 6 12 26 100 85 -6 52 145 20 110

716 12 17 8524 6 - -

6 35 120 100 90

16 6 12 26 100 85 -1932 6 52 145 120 110

24 6 12 17 85 - -6 35 120 100 90

For 51 1 Inch = 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area In accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 2009 IBC

Tabl 3d aneISdmg nstalled Vertically with 0092 Nails - Max Ultimate WindSe P i ipeed Vult

Fastener Spacing(1) Max Max Ultimate Wind Speed

Performance Max Stud (inches oc) Ultimate Vult(3) (mph)

Category Spacing(2) Wind Wind Exposure Category (inches) Edges Field Pressure

(psf) B C D

16 6 12 44 130 110 -38 6 87 180 160 140

24 6 12 29 - - -6 58 ~ 130 120

16 6 12 44 110 -716 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

16 6 12 44 130 110 -1932 6 87 180 160 140

24 6 12 29 - - -6 58 150 130 120

For 51 1 Inch - 254 mm 1 psf - 4788 Pa 1 mph - 0447 ms

(1) Fasteners shall be a hot dipped galvanized plain (smooth) shank nail with a minimum shank diameter of 0092 inch and long enough to penetrate structural framing or wood structural panels and structural framing a minimum of 15 inches Configuration cannot be used for lateral bracing due to nail size

(2) Wall studs must have a minimum specific gravity of 042 (3) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5

with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 of the 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(4) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vwt of 180 mph

copy 2017 APA- The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 10 of 13

Table 4a La~ Siding Installed Horizontally to SIPs(1) - Max Allowable Wind Speed Vasd(2)

I Performance

i

Category

Max Ring Shank

Nail Spacing(3) (inches)

Max Wood Screw

Spacing(4) (inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(psf)

Max Allowable Wind Speed Vasd(5) (mph)

Wind Exposure Category

B C D

38 8 12

6 80 170 150 140 7 72 170 145 130 8 63 150 130 125

95 54 145 125 110 12 40 125 105 90

716 12 16

6 58 150 130 120 7 50 140 120 110 8 42 130 110 100

95 36 120 100 90 12 27 105 85 -

For 81 1 Inch 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this Table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 314 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

T bl b L Sa e4 ap iding Installed Horizontally to SIPs(1) (2)- Max Ultimate Wind Speed Vult

Max Max Max Max Ultimate Wind Speed

Performance Ring Shank Wood Screw Siding Ultimate Vult(S) (mph)

Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) Pressure(inches) (inches) (psf) B C D

6 133 200(6) 180 180 7 119 200(6) 160 160

38 8 12 8 105 200(6) 160 160 95 90 180 160 150 12 67 160 140 120 6 97 200(6) 160 150 7 79 180 150 140

716 12 16 8 70 160 140 130 95 60 150 130 120 12 45 130 115 -

i

For 81 1 Inch - 254 mm 1 psf = 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R301 21 ofthe 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(6) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 10: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Reportreg PR-N124 Revised September 292017 Page 10 of 13

Table 4a La~ Siding Installed Horizontally to SIPs(1) - Max Allowable Wind Speed Vasd(2)

I Performance

i

Category

Max Ring Shank

Nail Spacing(3) (inches)

Max Wood Screw

Spacing(4) (inches)

Siding Width

(inches)

Max Allowable

Wind Pressure

(psf)

Max Allowable Wind Speed Vasd(5) (mph)

Wind Exposure Category

B C D

38 8 12

6 80 170 150 140 7 72 170 145 130 8 63 150 130 125

95 54 145 125 110 12 40 125 105 90

716 12 16

6 58 150 130 120 7 50 140 120 110 8 42 130 110 100

95 36 120 100 90 12 27 105 85 -

For 81 1 Inch 254 mm 1 psf 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this Table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 314 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 ofthe 2009 IBC

T bl b L Sa e4 ap iding Installed Horizontally to SIPs(1) (2)- Max Ultimate Wind Speed Vult

Max Max Max Max Ultimate Wind Speed

Performance Ring Shank Wood Screw Siding Ultimate Vult(S) (mph)

Category Nail Spacing(3) Spacing(4) Width Wind Wind Exposure Category (inches) Pressure(inches) (inches) (psf) B C D

6 133 200(6) 180 180 7 119 200(6) 160 160

38 8 12 8 105 200(6) 160 160 95 90 180 160 150 12 67 160 140 120 6 97 200(6) 160 150 7 79 180 150 140

716 12 16 8 70 160 140 130 95 60 150 130 120 12 45 130 115 -

i

For 81 1 Inch - 254 mm 1 psf = 4788 Pa 1 mph = 0447 ms

(1) The facer of the structural insulated panels (SIPs) shall be 716 Performance Category or thicker OSB sheathing meeting DOC PS2 requirements

(2) The tabulated values represent the capacity of the LP Lap Siding installed in accordance with the requirements of this table The tabulated wind speed shall not exceed the SIP capacity for wind load resistance

(3) One ring shank fastener located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fasteners shall be a hot dipped galvanized ring shank nail with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural facer panel

(4) One 8 wood screw located 34 inch from the top edge of the siding may be used The wood screws must have a minimum shank diameter of 0164 inch Length shall be long enough to fully penetrate wood structural facer panel

(5) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R301 21 ofthe 2015 IRC and Section 160911 ofthe 2012 and 20151BC

(6) Table R3012(2) of the 2015 IRC is limited to a maximum ultimate design wind speed Vult of 180 mph

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 11: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Reportreg PR-N124 Revised September 292017 Page 11 of 13

d V (1)Tabe 5a vertical Siding or Lap S iding Install edVerticaIIIy- Max Allowable WIndSipee asd

Perf Siding Siding WidthCategory Type (inches)

Vertical 16(2)Siding

38 Lap 6(3) 7(3)

Siding 8(3)Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Allowable WindSpacing Pressure(inches oc) (pst)

6(4) 80

72 62

12(5) 54 46 36 72 62

12(5) 54 46 36

Max Allowable Wind Speed Vasd(6) (mph)

Wind Exposure Category

B C D

170 150 140

170 145 130 150 130 120 145 125 110 130 110 105 120 100 90 170 145 130 150 130 120 145 125 110 130 110 105 120 100 90

For 81 1 Inch =254 mm 1 psf - 4788 Pa 1 mph =0447 ms

(1) Siding shall be installed over 7116 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically in accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along alternating edges of the length of the trimbatten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 6 of ASCE 7-05 Section R30121 of the 2009 and 2012 IRC and Section 160911 of the 20091BC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 12: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Reportreg PR-N124 Revised September 292017 Page 12 of 13

ISd d V (1)II d V rt II M W dSipee Table 5b Vertlca I In9 or Lap S idin9 nsta e e Icaily- ax UltImate m ult

Perf Siding Siding

CatEigory Type Width

(inches)

Vertical 16(2)Siding

Lap 6(3)

38 7(3)Siding 8(3)

Installed 95(3)Vertically 12(3)

Lap 6(3) 7(3)

716 Siding 8(3)Installed 95(3)Vertically 12(3)

Fastener Max

Edge Ultimate

Spacing Wind

Pressure(inches oc) (pst)

6(4) 133

120 103

12(5) 90 76 60 120 103

12(5) 90 76 60

Max Ultimate Wind Speed Vult(6) (mph)

Wind Exposure Category

B C D

200 180 180

200 180 160 200 160 160 180 160 150 160 150 130 150 130 120 200 180 160 200 160 160 180 160 150 160 150 130 150 130 120

For 51 1 Inch 254 mm 1 psf 4788 Pa 1 mph 0447 mIs

(1) Siding shall be installed over 716 Performance Category or thicker wood structural panel sheathing meeting DOC PS1 or DOC PS2 requirements

(2) Vertical Siding installed in accordance with Figures 2 5 and 6 (3) Lap Siding installed vertically ill accordance with Figure 1 through 4 (4) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to

fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 6 inches oc along the siding perimeter in accordance with Figures 2 5 and 6

(5) Fasteners must be ring shank nails with a minimum shank diameter of 0092 inch Length shall be long enough to fully penetrate wood structural panel wall sheathing Fasteners must be spaced a maximum of 12 inches oc along altemating edges of the length of the batten in accordance with Figures 1 and 4

(6) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-ft height in Zone 5 with smallest effective area in accordance with Chapter 26 of ASCE 7-10 Section R30121 ofthe 2015 IRC and Section 160911 of the 2012 and 2015 IBC

copy 2017 APA - The Engineered Wood Association 07-02

APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 13: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

APA Product Reportreg PR-N124 Revised 2017 13 of 13

APA - The Engineered Wood Association is an approved national standards developer accredited by American National Standards Institute (ANSI) APA publishes ANSI standards and Voluntary Product Standards for wood structural panels and engineered wood products APA is an accredited certification body under ISOIIEC 17065 by Standards Council of Canada (SCC) an accredited inspection agency under ISOIIEC 17020 by International Code Council (ICC) International Accreditation Service (lAS) and an accredited testing organization under ISOIIEC 17025 by lAS APA is also an approved Product Certification Agency Testing Laboratory Quality Assurance Entity and Validation Entity by the State of Florida and an approved testing laboratory by City of Los Angeles

APA - THE ENGINEERED WOOD ASSOCIATION HEADQUARTERS

7011 So 19th St bull Tacoma Washington 98466 Phone (253) 565-6600middot Fax (253) 565-7265 Internet Address wwwapawoodorg

PRODUCT SUPPORT HELP DESK (253) 620-7400 bull E-mail Address helpapawoodorg

DISCLAIMER APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither APA nor its members make any warranty expressed or impliedor assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report Consult your local jurisdiction or design professional to assure compliance with code construction and performance reqUirements Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

copy 2017 APA - The Engineered Wood Association 07-02

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 14: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

STRAND

00-THERMAL AND

SECTION 0746 23-WOOD SID

LPSMA

SUBSTRATE P

A Subsidiary of

ICC I~ ICCreg~ PMG ~ LISTED look for the trusted marks of Conformity

2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence

ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service LLC express or implied as to afY finding or other matter in this report or as to afY product covered by the report

Copyright 2017 ICC Evaluation Service llC and APA-The Engineered Wood Association All rights reserved

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

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~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

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illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 15: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

Joint Evaluation Report ESR-1301 Reissued February 2016

Revised July 18 2017

This report is subject to renewal February 2018

wwwicc-esorg I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Councireg

DIVISION 0600 Oo-WOOD PLASTICS AND COMPOSITES

Section 0616 Oo-Sheathing

DIVISION 0700 00-THERMAL AND MOISTURE PROTECTION

Section 0746 23-Wood Siding

REPORT HOLDER

LOUISIANAmiddotPACIFIC CORPORATION 414 UNION STREET SUITE 2000 NASHVILLE TENNESSEE 37219 (888) 820-0325 wwwLPcorpcom marketinqcenterlpcorpcom

EVALUATION SUBJECT

LP SMARTSIDEreg STRAND SUBSTRATE LAP SIDING AND LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING

10 EVALUATION SCOPE

Compliance with the follOwing codes

bull 201520122009 2006 and 2003 International Building Codereg (IBC)

bull 2015 2012 2009 2006 and 2003 International Residential Codereg (IRC)

Properties evaluated

bull Exterior siding

bull Structural 20 USES

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are used as exterior wall covering materials on buildings where combustible materials are permitted

LP SmartSidereg Strand Substrate Panel Siding may be used as bracing method 3 for conventional wood-framed walls as specified in the 200620092012 IBC Section 230893 and IRC Section R60210 or the WSP method as specified in the 2015 IBC Section 23086 and IRC Section R60210

LP SmartSidereg Strand Substrate Panel Siding may be used as sheathing for wood structural panel shear walls having allowable shear loads specified for PS2-compliant wood-based sheathing in accordance with 20032006

IBC Section 230641 and 2009201212015 IBC Section 23063

30 DESCRIPTION

31 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are engineeredshywood exterior wall covering materials that are suitable for long-term exposure to weather or conditions of similar severity when fastened to vertical supports or approved nail able wood substrates in accordance with their span ratings and this evaluation report The lap siding and panel siding products consist of a mat-formed wood substrate preservatively treated with zinc borate in accordance with AWPA standard T1 and a resin-impregnated overlay material bonded to the face of the lap and panel siding products intended to be exposed to the weather Additionally all panel and lap siding edges are factoryshysealed with a sealer in accordance with the approved quality-control manual 32 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding is available in widths of 6 8 and 12 inches (152 203 and 305 mm) categories and 716 and lengths of 12 to 16 feet (3658 to 4877 mm) The 8-inch-wide (203 mm) 716 category lap siding is also available with an optional self-alignment edge

33 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding is 4 feet (1219 mm) wide and 4 6 7 8 9 or 10 feet (1219 1829reg 2134 2438 2743 or 3048 mm) in length LP SmartSide Strand Substrate Panel Siding is available in 716 and 1932 - categories The category panel has grooves spaced at 8 inches (203 mm) with a minimum thickness at the grooves of 0164 inch (4 mm) and a minimum thickness at the shiplap of 0136 inch (4 mm) The 716 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0235 inch (6 mm) and a minimum thickness at the shiplap of 0150 inch (4 mm) The 19

32 category panel has grooves spaced at 4 or 8 inches (102 or 203 mm) with a minimum thickness at the grooves of 0311 inch (8 mm) and a minimum shiplap thickness of 0194 inch (5 mm)

LP SmartSidereg Strand Substrate Panel Siding is classified as Exterior Rated Siding or Exterior Rated Siding-Sheathing The classification is noted in the label on the panel Exterior Rated Siding is intended to be installed in applications in accordance with the 200620092012 IBC Section 230893 and IRC Section

Copyright copy 2017 ICC Evaluation Service LLC All rights reserved Page 1 of7

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 16: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

ESR-1301 I Most Widely Accepted and Trusted Page 2of7

R60210 or 2015 IBC Section 23086 and 2015 IRC Section R60210 as an exterior siding suitable for longshyterm exposure to weather or conditions of similar severity In addition to the intended application for Exterior

Rated Siding Exterior Rated Siding-Sheathing is intended to be installed in applications in accordance with 200320061BC Section 230641 and 2009201220151BC Section 23063

40 INSTALLATION

41 General

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed in accordance with the manufacturers published installation instructions (titled Application Instructions LP SmartSidereg Strand Substrate Lap LP SmartSidereg Strand Substrate Panel Siding) and this report In the event of conflicts this report governs A copy of the manufacturers installation instructions must be on the jobsite at all times during installation

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with an approved water-resistive barrier as required by the applicable code Openings in penetrations through and terminations of the LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are outside the scope of this report and must be specifically approved by the code official in accordance with the applicable code

Unless otherwise noted in this report fasteners and fastener spacing must be as noted in the applicable code

42 LP SmartSidereg Strand Substrate Lap Siding

LP SmartSidereg Strand Substrate Lap Siding must be attached to framing members spaced a maximum of 16 inches (406 mm) on center for category siding and a maximum of 24 inches (610 mm) on center for 7116 category siding

Self-aligning LP SmartSidereg Strand Substrate Lap Siding is installed with nails placed at the top of the LP SmartSidereg Strand Substrate Lap Siding 12 inch (13 mm) down from the upper edge Each successive course of lap siding must rest on the back rabbet and must self-align at an overlap of 13

16 inch (21 mm)

Nails must be of sufficient length to penetrate a minimum of 112 inches (38 mm) through the sheathing and into framing at each stud location

43 LP SmartSidereg Strand Substrate Panel Siding

LP SmartSidereg Strand Substrate Panel Siding must be installed with its long dimension oriented vertically

When LP SmartSidereg Strand Substrate Panel Siding is applied directly to the framing the maximum spacing of the framing must be consistent with the span rating of the LP SmartSidereg Strand Substrate Panel Siding which is identified on the panels label

Allowable loads for shearwalls sheathed with LP SmartSidereg Strand Substrate Panel Siding-Sheathing are noted in Table 1

Four-foot-by-B-foot (1219 mm by 2438 mm) LP SmartSidereg Strand Substrate Panel Siding-Sheathing installed vertically directly to framing with a single row of nails penetrating both laps spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports may be used to satisfy the wall bracing requirements for conventional light frame

construction specified in the code for prescriptive construction Install per code requirements for bracing method 3 with wood structural panels or WSP bracing method

All LP SmartSidereg Strand Substrate Panel Siding joints must occur at framing members and must be protected with a continuous wood batt approved caulking flashing or vertical or horizontal shiplap or otherwise made waterproof

44 Component and Cladding Wind Pressure Capacity

Maximum allowable component and cladding wind loads (wall zone 5) for LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding based on a minimum fastener schedule are provided in Tables 2 through 5 Tables 2 and 3 for lap and panel siding respectively are based on full fastener penetration into the wall studs Ie fastener penetration fastener length - siding thickness Tables 4 and 5 for lap and panel Siding respectively are based on a minimum fastener penetration into the wall studs of 1112 inches

50 CONDITIONS OF USE

The LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding described in this report comply with or are suitable alternatives to what is specified in those codes listed in Section 10 of this report subject to the following conditions

51 LP SmartSidereg Strand Substrate Lap Siding must not be used to satiSfy the bracing requirements specified in the code

52 LP SmartSidereg Strand Substrate Panel SidingshySheathing when installed as set forth in this report may be used as method 3 bracing specified in Section 23089 of the IBC and Section R602 10 of the IRC or the WSP method as specified in 2015 IBC Section 23086 and IRC Section R6021 O

53 In areas where seismic analysis is required by the applicable code the applicable code requirements for wood structural panel shear walls must be consulted for additional detailing requirements restrictions concerning certain usages required modifications to the allowable shear loads tabulated in this report and additional inspection requirements

54 LP Smart Strand Substrate Lap Siding and LP SmartSi Strand Substrate Panel Siding must not be installed in contact with concrete or masonry

55 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be installed with a minimum 6 inches (152 mm) of clearance from finished grade

5S When field cuts are made to LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding al exposed surfaces must be finished according to the paint or caulksealant manufacturers specifications

57 LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding are manufactured by Louisiana-Pacific Corporation in Hayward Wisconsin (Mill No 357)middot Newberry Michigan (Mill No 416) Tomahawk Wisconsin (Mill No 435) Two Harbors Minnesota (Mill No 399) and Swan Valley Minitonas Manitoba Canada (Mill No 457) under a quality-control program with inspections by ICC-ES

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 17: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

ESR-1301 I Most Widely Accepted and Trusted Page 30f7

60 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Treated-engineered-wood Siding (AC321) dated October 2005 (editorially revised December 2015)

70 IDENTIFICATION

LP SmartSidereg Strand Substrate Lap Siding and LP SmartSidereg Strand Substrate Panel Siding must be labeled with the product designation and the name of LouisianashyPacific Corp The stamp shall provide the following information

1 Mill number

2 The evaluation report number (ESR-1301)

3 Gradeexposure

4 Span rating

5 Performance category (based on customary inch fractions)

TABLE 1-ALLOWABLE RACKING SHEAR (plf) FOR LP SMARTSIDEreg STRAND SUBSTRATE PANEL SIDING-5HEATHING SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING1

23

PERFORMANCE CATEGORY

MINIMUM NAIL PENETRATION IN

FRAMING (inches)

PANELS APPLIED DIRECTLY TO FRAMING

Nail Size (Common or Galvanized

Box)

Nail Spacing at Panel Edges (inches)

6 4 3 24

5 16

56

114 6d 180 270 350 450

Ia56 200 300 390 510 31656

112 8d 220 320 410 530

716 5 240 350 450 585

19325 18 10d 340 510 6654 870

For SI 1 Inch =254 mm 1 plf = 146 Nlm

1For framing of other species (a) Find specific gravity for species of lumber in AF amp PA National DeSign Specification (b) find shear value from table for nails size c) multiply value by 082 for species with specific gravity greater than or equal to 042 but less than 049 or 065 for species with specific ravity less than 042 All panel edges must be backed with 2-inch nominal or wider framing Panels must be installed with the long dimension oriented in the vertical

direction Space nails 6 inches oc along intermediate framing members for 3s category and 716 category panels installed on studs spaced 24 inches oc For other conditions and panel thicknesses space nails 12 inches oc on intermediate supports The values are for short-term loads due to wind or earthquake (133 increase) and must be reduced by 25 percent for normal duration of loading 4Framing at panel edges must be 3 inches nominal or wider and nails must be staggered where nails are spaced 2 inches oc and where 10d nails having penetration into framing of more than 15

6 inches are spaced 3 inches or less oc Exception Unless otherwise required 2-inch nominal framing may be used where full nailing surface is available and nails are staggered 5Except as noted in Footnote 7 panel thickness at point of nailing at Ranel ed~es determines applicable shear values except that category panels nailed at shiplap edges use shear values for 516 category panels and 716 and 932 category panel sidings nailed at shiplap edges use shear values for Ie category panels 6Shiplap edges must be double-nailed one nail must be placed in the underlap and a second nail must be placed in the overlap at the nail spaCing specified for the applicable shear value 7Fasteners must not be installed in panel siding grooves in the field of the panel siding or when the panel siding grooves occur at cut edges of the panel Siding

TABLE 2a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vd l 2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbulld

4 (mph)

Wind Exposure Category

B C 0

3s 16

6 80 170 150 140

8 79 170 150 140

12 50 140 120 110

7 16

16

6 80 170 150 140

8 76 170 150 130

12 49 140 120 110

24

6 71 170 145 130

8 51 155 120 110

12 32 110 90 90

For SI 1 inch 254 mm 1 psf= 4788 Pa 1 mph =16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs Ie fastener penetration fastener length - siding thickness 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and imay from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R301 2 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

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illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 18: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

ESRmiddot1301 I Most Widely Accepted and Trusted Page4of7

TABLE 2b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM UL TIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Wind Exposure Category

B C D

3a 16

6 133 200 180 180

8 131 200 180 180

12 83 180 150 140

716

16

6 133 200 180 180

8 127 200 180 160

12 81 180 150 140

24 ~ 6 119 200 180 160

8 85 180 150 140

12 54 140 120 115

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph 16 kph

10ne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness Wall studs must have a minimum specifIC gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 3a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED V bullbull d1

PERFORMANCE CATEGORY

MAXIM UM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V (mph)

Edges Field Wind Exposure Category

B

h~o 150

D

3S

16 6 12 46 130 105

6 80 170 140

24 6 12 31 110 90 85

6 61 150 130 120

716

16 6 12 45 130 110 105

6 80 170 150 140

24 6 12 30 110 90 85

6 59 150 130 120

192 16 6

12 41 130 110 100

6 80 170 150 140

24 6 12 27 105 90 -6 55 150 125 110

For SI 1 inch = 254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration fastener length siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches ~8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 19: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

ESRmiddot1301 I Most Widely Accepted and Trusted Page 5 of7

TABLE 3b-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vu~1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM ULTIMATE

WIND PRESSURE (psf)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vu~4 (mph)

Edges Field Wind Exposure Category

B C D

3e

16 6 12 77 160 150 130

6 133 200 180 180

24 6 12 51 140 120 110

6 102 200 160 150

7 16

16 6 12 74 160 140 130

6 133 200 180 180

24 6 12 50 140 120 110

6 99 200 160 150

19 32

16 6 12 69 160 140 130

6 133 200 180 180

24 6 12 46 130 115 -

6 92 180 160 150

For SI 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

1Tabulated values assume full penetration of the fastener into the wall studs ie fastener penetration = fastener length - siding thickness 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 18d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 20122015 IBC

TABLE 4a-LAP SIDING - MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd12

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ALLOWABLE WIND

PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED V bullbull d

4 (mph)

Wind Exposure Category

B C D

3 B 16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

7 16

16

6 78 170 150 130

8 56 150 125 110

12 35 120 100 90

24

6 52 145 120 110

8 37 120 100 90

12 24 90 - -For 81 1 inch = 254 mm 1 psf = 4788 Pa 1 mph = 16 kph

lOne fastener per stud located 34 inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (ad box nail) 2Tabulated values assume a fastener penetration of 11z inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 6 of ASCE 7-05 Section R3012 ofthe 20092012 IRC and Section 160911 ofthe 20091BC

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 20: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

ESR-1301 I Most Widely Accepted and Trusted Page 6of7

TABLE 4b-LAP SIDING - MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft 1

2

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING3

(inches)

SIDING WIDTH (inches)

MAXIMUM ULTIMATE WIND

PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED VUft

4 (mph)

Wind Exposure Category

B C D

3 8 16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

7 16

16

6 130 200 180 180

8 93 180 160 150

12 59 150 130 120

24

6 86 180 160 140

8 62 160 130 120

12 39 120 -For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

lOne fastener per stud located 3h inch from the top edge of the siding Each successive course of lap siding must overlap a minimum of 1 inch Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches (8d box nail) 2Tabulated values assume a fastener penetration of 11h inches into the wall studs 3Wall studs must have a minimum specific gravity of 042 4Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest effective area per Chapter 26 of ASCE 7-10 and Section 160911 of the 201212015 IBC

TABLE 5a-PANEL SIDINGmiddot MAXIMUM NOMINAL (ALLOWABLE) COMPONENT AND CLADDING DESIGN WIND SPEED Vsd 1

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(inches)

FASTENER SPACING3

(inches oc) MAXIMUM

ALLOWABLE WIND PRESSURE (pst)

MAXIMUM NOMINAL (ALLOWABLE) WIND SPEED

V bullbull d 4 (mph)

Edges Field Wind Exposure Category

B C D

16 6

12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 - -

6 43 130 110 100

7 16

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -6 43 130 110 100

19 32

16 6 12 32 110 90 90

6 65 150 130 125

24 6 12 22 90 -

6 43 130 110 100

For SI 1 inch 254 mm 1 psf 4788 Pa 1 mph =16 kph

lTabulated values assume a fastener penetration of 112 inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 Inch and a minimum length of 25 inches l8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet in Zone 5 with smallest effective area

per Chapter 6 of ASCE 7-05 Section R3012 of the 20092012 IRC and Section 160911 of the 2009 IBC

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 21: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

ESRmiddot1301 I Most Widely Accepted and Trusted Page 7 of7

1TABLE Sb-PANEL SIDINGmiddot MAXIMUM ULTIMATE COMPONENT AND CLADDING DESIGN WIND SPEED Vuft

PERFORMANCE CATEGORY

MAXIMUM WALL STUD SPACING2

(Inches)

FASTENER SPACING3

(Inches ac) MAXIMUM ULTIMATE

WIND PRESSURE (pst)

MAXIMUM ULTIMATE DESIGN WIND SPEED Vutt

4 (mph)

Edges Field Wind Exposure Category

B C D

38

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -

6 72 160 140 130

716

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

1932

16 6 12 54 140 120 115

6 108 200 160 160

24 6 12 36 120 - -6 72 160 140 130

For SI 1 inch =254 mm 1 psf =4788 Pa 1 mph =16 kph

1Tabulated values assume a fastener penetration of 11h inches into the wall studs 2Wall studs must have a minimum specific gravity of 042 3Fastener must have a minimum head diameter of 0297 inch a minimum shaft diameter of 0113 inch and a minimum length of 25 inches 8d box nail) Three-second-gust based on wind pressures acting toward and away from building surfaces at 30-feet height in Zone 5 with smallest

effective area per Chapter 26 of ASCE 7-10 and Section 160911 ofthe 201212015 IBC

DISCLAIMER

APA Product Reportreg is a trademark of APA - The Engineered Wood Association Tacoma Washington ICC-ES Evaluation Report is a trademark of ICC Evaluation Service LLC (ICC-ES) The information contained herein is based on the product evaluation in accordance with the references noted in this report Neither ICC-ES nor APA or its members make any warranty expressed or implied or assume any legal liability or responsibility for the use application of andor reference to opinions findings conclusions or recommendations included in this report The joint ICC-ESAPA Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use Consult the local jurisdiction or design professional to assure compliance with code construction and performance requirements Because neither APA nor ICC-ES has any control over quality of workmanship or the conditions under which engineered wood products are used it cannot accept responsibility for product performance or designs as actually constructed

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

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~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

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bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

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fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

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A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

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~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 22: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

Application Instructions fiber Substrate lap Siding

A - Perfection Shingle Lap Siding

bull Store off the ground well supported on a flat well-drained surface (Diagram 1 a)

bull Additional support may be required to achieve a safe clearance from the ground

bull Store products under a roof or separate waterproof covering (Diag ram 1a)

bull When the waterproof covering is removed cut all unit banding

1abull Keep siding clean and dry Inspect prior to installation

General Information --~--------------~

bull At the time of manufacture siding meets or exceeds the performance standards set forth in Composite Panel Association ANSI 1356 and has achieved code recognition under ESR-3090 and CCMC 12353-L For copies of these reports call LP Customer Support at 800-648-6893 or go online at httpsllipcorpcomresourcesproduct-literature

bull LPs application instructions describe the minimum requirements needed to assure Lpreg SmartSidereg UmitedWarranty coverage

bull Failure to follow the LP application instructions could result in reduced product service life and may lead to denial of

Before You

bull Minimum 6 inch clearance must be maintained between siding and finish grade

bull Siding applied adjacent to porches patios walks etc must have a clearance of at least 1 inch above any surface

bull Siding must not be in direct contact with masonry concrete brick stone stucco or mortar Backer rod is recommended to properly space materials at these location

bull Minimum 1 inch clearance from roof surfaces (Diagram 2a)

bull Apply siding in a manner that prevents moisture intrusion and water buildup

bull All exposed wood substrate must be sealed in a manner that prevents moisture intrusion and water build up To achieve this use primer paint sealant and flashings as follows in these application instructions

bull Do not use staples

bull Siding is designed to be installed directly to wood structural panel wall sheathing

1

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

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A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 23: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

Trim ---------------------------------------------------------------------------------shybull Trim should be thick enough so the siding does not extend beyond the face of the trim

bull Trim and fascia must be applied in a manner that will not allow moisture intrusion or water buildup

Moisture Control -----lt----shy

bull Moisture control and moisture vapor control are critical elements of proper housing design and construction Check your local building codes for application procedures for handling moisture and water vapor in your area

bull Follow all applicable building code specifications relating to prevention of moisture intrusion into the wall assembly Lpmiddot) SmartSide siding is a wood product and as with all wood products must be kept free from excessive moisture Lack of proper ventilation exposure to constant or repetitive sources of water such as sprinklers condensation inadequate flashing improper sealing or failure to follow common building practices that prevent moisture intrusion into the wall system may cause damage and products subject to such treatment will be excluded from warranty coverage

bull As with all wood products do not apply engineered wood siding to a structure having excessive moisture conditions such as drying concrete plaster or wet blown cellulose insulation If such conditions exist the building should be well ventilated to allow it to dry prior to the application of the siding

bull Gutters with kick-out flashing and eave drip edge are recommended for control of roof water run off

nlll Doors amp

bull All openings must be properly sealed or flashed in a manner that prevents moisture intrusion or buildup Several examples that accomplish this are shown on the following pages

Barrier

bull A properly installed breathable water-resistive barrier is required behind the siding Consult your local building code for details

bull LP will assume no responsibility for water penetration or damage it may cause

Water Rlm-Off Control

bull Properly installed flashing materials will help direct water away from common water collecting areas

bull All flashing material shall be metal or another durable material that under normal outdoor environmental conditions will last for a period of not less than 50 years

bull All flashing materials must have a minimum 4 inch upper leg Add a 4 inch wide adhesive flashing to flashing legs less than 4 inches

bull Properly integrate flashing with the secondary WRB Use housewrap 2a flashing tape kickout flashing step flashing Z-flashing drip edge gutters or other items as needed to maintain the counter-flashing principlelt

bull Install kickout flashing to direct the water into the gutter (Diagram 2a)

bull Install step flashing that has a minimum 4 inch upper leg (Diagram 2a)

bull Maintain a minimum 1 Inch clearance between the end of the gutter and the adjoining wall to allow for proper maintenance of the siding (Diagram 2b)

bull Do not extend the siding or trim into the klckout flashing or gutter

bull Prime and paint ALL exposed cut edges of siding

2b 2

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

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~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 24: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

0

~ ~ 4 ~ C ~ rampltf ~S~$gt0 K y -~~) y - 4 ~ ~

~ ~yen JVo))gtgt ~~~f_ ~lt5X_hraquoYcent0pound~ltv~~ ~~ xgt(~ ~(ltlt~ ~~~1 ~y

~ ~SSmarttliaCllsrleampllll IIi_lis - - 1

~~ci raquo~ iI ( SW$E ~ ~ z gt

bull For the cleanest cut and longer blade life a fine-tooth carbide tipped blade is recommended

bull Siding is manufactured with a special edge coating which reduces moisture-related issues If siding is ripped you must take special care to prime paint and seal all exposed wood fiber as described in the finishing section

bull Climb cut the surface of the siding such that the rotation of the blade cuts downward on the primed or prefinished surface

bull Do not miter edges

General

bull Fasteners Minimum 0092 inch diameterRing Shank Diameter a 0092 Hot-Dipped Gaiv hot-dipped galvanized (ASTM A-153) or stainless steel ring shank nail Apply and CONDITION CORRECTION correct overdriven nails as shown in Table 3a

bull Sealant Use an exterior-quality nonshyOK ______ hardening paintable sealant Use a Class 25 orFlush

higher exterior sealant meeting the ASTM C920 Standard for Specification for Elastomeric Joint Visible Fiber ____ Paint_____ Sealants Follow the sealant manufacturers instructions for application

Countersunk Apply Sealant 116-1S2 mm-3 mm) bull Paint An exterior-quality 100 acrylic latex Countersunk _____ Apply Sealant amp paint specially formulated for use on wood more than liS (3 mm) re-nail and engineered wood substrates is highly

recommended Semi-gloss or satin finish oil or alkyd paints are acceptable ForflatTable 3a alkyd paint please check with the coating manufacturer for their recommendations for use on composite wood siding

fastening Instructions - Sheathing Only

bull Install over wood structural panels a minimum 716 Category with an APA Trademark that contains the consensus Standard DOC PS 1 or PS 2 Exception Lpltlgt FlameBlockreg Fire-Rated OSS Sheathing

bull Fastener length Long enough to fully penetrate wood structural panel sheathing by at least 14 inch Ensure that the ring shanks of the fastener fully engage the wood structural panel sheathing (Diagram 3a)

bull Fastener placement A minimum 34 inch down from top edge of siding Fasteners shall be placed 1 inch from ends excluding the width of the shiplap (Diagram 3a)

bull Fastener spacing Space ring shank nails a maximum of 8 inches oc across the top of siding (Diagram 4a)

bull Use a minimum 0092 inch diameter shank hot-dipped galvanized or stainless steel ring shank nail Fasteners shall be corrosion resistant and capable of preventing rust stain and deterioration under normal outdoor environmental conditions for a period of no less than 50 years

34 min (19 mm)

Nail fully penetration sheathing at least 14 (6mm)

WatershyResistive Barrier

1-12min (38 mm) overlap

3a

3

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 25: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

~ amp X~ ~ lt =~ 7 ~

~ IS~Imalii~1 ~kdi~~~~~- v bull bull ~ bull ~ ~ N N 7 gt ~

fastening structions ~ Sheathing Only (continued)

bull Apply siding to wall assembly directly to wood structural panel sheathing

bull Begin by nailing a starter strip (approximately 38 inch thick x HI2 inch wide) flush with bottom edge of sill plate

bull Starting from left to right level and install the siding so the bottom edge is no more than 12 inch below the starter strip

bull Use the alignment bead in shiplap edge as a spacing guide Do not overlap the alignment bead (Diagrams 4b amp 5b)

bull To obtain the best staggered joint appearance of siding cut and fasten the starter pieces of each course according to the following steps

o Cut 1 st course starter piece 34 inch from the left this will remove only the top shiplap from the overall length of panel o Cut 2nd course starter piece 13 inches from the left that measurement includes the length of the shiplap o Cut 3rd course starter piece 6 inches from the left that measurement includes the length of the shiplap o Cut 4th course starter piece 8 inches from the left that measurement includes the length of shiplap o Repeat this same sequence every four courses (Diagram 4a)

bull Lap a minimum of 1-112 inches This will vary based on siding reveal selected Reveal can be between 5-12 to 6-12 inches

bull The siding should fit against corner trim boards leaving a 316 inch space the opposite shiplap edge is facing up to receive the next piece of siding

--~

Corner trim

Cut off 314 (19mm) from left side

4a

Place first fastener 1 (25 mm) from end then nail approximately 8 oc max (203 em) leaving last fastener 1 (25 mm) from end

Shiplap edge with alignment bead

-laquo(------ 4th course

-laquo(----- 3rd course

~-------- 2nd course

~ 1st course

Alignment bead Alignment bead

1-12 (38 mm)

4b 4c

4

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 26: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

-~~gtV~ ~~~Yd- ~)YM~~~ _yenraquo Mt~i ~yenw

A~ ~ ) 7 laquo~ = ~

illmartliie lelllseliDR lliRlle ~ gtN ~lt ltj ( ~vk~~ gt

Ensure complete paint coverage of exposed edges

Flash shim --2-- and space

38(10 mm)

5b~________~________~

5

strip

Sc Sd 5e

oS

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 27: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

j M ~ -- fli ~pound6_g ~_ ~~PJ t ~ ~ Y ~ltiY4r ~

~~ IV ~ ~~raquo~~ ~)) y~~ y)~~~ raquo~0 laquo ~M jA I

Il~ Imalillia le~laEIgIllIilla ~ ~ ~~ - N Y

Alternative Fastening Option Rigid foam Insulation over Furring Strips or on ConcreteMasonry Walls over furring Strips

bull Install over a minimum lx4 nominal size Southern Pine furring strips with a specific gravity greater than or equal to 055 no more than 16 inches oc in wind speed areas less than or equal to 200 mph

bull Fastened with a minimum 0120 inch shank diameter hot dip galvanized (ASTM A 153) or stainless steel ring shank nail

bull lJail a minimum 34 inch down from top edge of the siding

bull Lap a minimum of 1-12 inches This will vary based on siding reveal selected Reveal can be 5-12 to 6-12 inches

bull Blind nail with a minimum of two ring shank nails per furring strip (Diagram 6a)

bull Shiplap joints shall occur over furring strips (Diagram 6a)

bull Fastener length shall fully penetrate a minimum 12 inch into furring strips Caution fastener shaH not bottom out on a masonry wall leaving the fastener head less than flush with the face of trim or siding

bull Siding shall be installed to safely resist all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the structure and is expressly released by the purchaser or owner from any such loss or liability

bull The 20151RC and 2014 Florida Residential Code require a water-resistant barrier be used on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind LP SmartSide products lP will assume no responsibility for any damage or condition arising from a failure to use a WRB

bull louisiana-Pacific will assume no responsibility for any damage or condition arising from the use of rigid foam insulation

Min Min 4 nails per Shiplap joints shall occur 2 nails per furring strip overfurring strips furring strip at shiplap joint

6a bull Minimum 2 fasteners per furring strip bull Minimum 4 fasteners per furring strip at shiplap joint

6

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 28: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

~Y~ ~ Y~ ~ ~6~~~it~gtt ~7~~i 0 C~~1 j ~~lY3 ~~~f~ ~~~

01J~Smillil~~IIEUtl~llirI~~gtI ~~j k ~ f

nllt111 Instructions

bull Prime all exposed wood substrate before painting bull Thoroughly paint the bottom edges of siding especially all cut ends next to the roof line bull Apply paint as soon as possible and within 180 days ofapplication bull Follow the coating manufacturers application and maintenance instructions

DO NOT USE bull Semi-transparent and transparent stain bull Shake and shingle paints bull Vinyl-based resin formulas such as vinyl acetate PVA vinyl acetateacrylic copolymer paints

CAUTION HANDLE PREFINISHED LP SMARTSBDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION

TOUCH UP ANY DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER PREFINISHERS SPECIFICATIONS

LIMITED WARRANTY The Louisiana-Pacific Corporation (LP) LP SmartSideTrim and Siding (the Products) limited Warranty (the Warranty) applies only to structures on which the Products have been applied finished and maintained in accordance with the published application finishing and maintenance instructions in effect at the time of application Products affected by a failure to follow such application finishing or maintenance instructions (Affected Products) will be excluded from coverage under the Warranty LP assumes no liability for any loss or damage caused by the Affected Products and is expressly released by the purchaser or owner from any such loss or liability Any modification of the Warranty or the application finishing and maintenance requirements is void unless approved in writing by LP prior to application

For a copy of the warranty or installation and technical support visit the LP Web site at wwwlpcorpcom WARRANTY REMEDIES ARE NOT AVAILABLE IF REQUIREMENTS ARE NOT FOLLOWED or for additional support call 800-450-6106

Cal Prop 6S Warning Use of this product may result in exposure to wood dust known to the State of California to cause cancer

LouiSiana-Pacific Corporation 414 Union Street Suite 2000

Nashville TN 37219

wwwlpcorpcom wwwlpsmartsldecom

copy 2017 Louisiana-Pacific Corporation All rights reserved LP SmartSide and FlameBlock are registered trademarks of Louisiana-Pacific Corporation APA is a registered trademark of APA - The Engineered Wood ASSOciation

NOTICE Louisiana-Pacific Corporation periodically updates and revises its product information The information in this document is subject to change without notice To verify that this version is current call 800middot450-61 06

LPZB0766 717

7

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 29: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

BUILDING PRODUCTS

Lpreg SmartSidereg38 Series Strand Substrate Vertical Siding for Board amp Batten Applications

This Technical Note provides guidance for the application of Lpreg SmartSidereg 38 Series Strand Substrate Vertical Siding for Board amp Batten Applications Additional application information may be found in Lpreg SmartSide Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions

LP SmartSide 38 Series Strand Substrate Vertical Siding for Board amp Batten applications according to the foilowing requirements

Siding must be installed over a minimum 716 Category wood structural panels with an APA Trademark that contains the consensus Standard DOC PS lor PS 2

o Exception Lpreg FlameBlockreg Fire-Rated OSB Sheathing III Vertical Siding or Batten may only span one plate-to-plate Due to plate shrinkage each

vertical application is not to span beyond one floor to ceiling distance or one floor to top of gable distance (See Figures 4 amp 5)

III Vertical Siding SHALL NOT be installed horizontally II Battens must be a minimum 05 x 25 inches actual size

III FinishPaint o Prime and paint all field cuts and exposed ends following the paint

manufacturers instructions III Vertical Siding must be spaced a minimum of 316 (See Figure 3)

III Sealant is not required in any vertical joint covered by Batten and backed by a WRB III Minimum Fastener Type for Vertical Siding

o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank o Shank diameter 0091 inch o Head diameter 0221 inch o Length fastener shall be long enough to fully penetrate structural panel

sheathing Ensure that the ring shanks of the nail fully engage the wood structural panel wall sheathing

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

Pagelof5 ADPR~8S 414 Union Street

Suite 2000

Nashville TN (615) 986-5600 (615) 986-5666

Date Created 1212212016 WEB wwwlpcorpcom Last Revision nla

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 30: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

81 Fastener Placement for Vertical Siding o Maximum 38 inch from ends and edges (See Figure 2)

II Fastener Spacing for Vertical Siding o Fastened a maximum of 6 oc along the perimeter (See Figure 2)

81 Minimum Fastener Type for Batten o Corrosion Resistant - Hot-dipped galvanized (ASTM A153) or stainless steel o Ring Shank

- Ring Shank nails provide superior resistance to fastener pull-through In Hurricane-Prone Regions or locations where negative wind loads are a concern ring shank nails should be used

- Trim nails may be used in other locations with the following cautions Do not overdrive or counter sink the fastener nail flush with the surface of batten Batten nails shall be installed per the length placement

spacing and quantity requirements listed in this document Detachment of batten is not covered by the LP SmartSide limited warranty whether ring shank or trim nails are used

o Shank diameter = 0091 inch o Head diameter =0221 inch o Length = fastener shall be long enough to fully penetrate Vertical Siding

- Caution Choose a fastener length that will not damage wiring or other utilities in the exterior wall assembly

III Fastener Placement for Battens o Maximum 38 inch from ends and edges (See Figure 1)

81 Fastener Spacing for Battens o Fastened with two nails at both ends with additional fasteners spaced a

maximum of 12 inches Oc along alternating edges the length of the batten (See Figure 1)

IIIi Do not bridge floors with Vertical Siding or Battens Create a horizontal joint between floors (See Figure 4)

Vertical Siding must be applied in a manner that will not allow moisture intrusion or water buildup

Refer to Lpreg SmartSidereg Strand Substrate Panel Siding Application Instructions and Lpreg SmartSidereg Trim and Fascia Application Instructions for additional application information

Page 2 of 5 ADJ)RFSS 414 Union Street

Suite 2000 Nashville TN

rEx (615) 986-5600 ~U (615) 986-5666

Date Created 121222016 Wlm wwwlpcorpcom Last Revision nla ~-~ -

- IHnED WJm Us ~ sect~ iFgt 0laquo i ~

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 31: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

Batten

Lpreg SmartSidereg

TrimBatten

12 DC max

38 max from ends and edges

Figure 1

Date Created 12222016 Last Revision na

Vertical Siding

figure 2

Page 3 of 5

Lpreg SmartSidereg

Vertical Siding

38 max from ends and edges

6 DC max

AIJDR~Si 414 Union Street Suite 1000 Nashville TN

lEJ (615) 986-5600 l1~AX (615) 986-5666

WEll wwwlpcorpcom

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 32: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

TrimBatten Attachment

Figure 3

Page 4 of 5

Date Created 12222016 Last Revision nla

Lpreg SmartSidereg TrimBatten

Lpreg SmartSidereg Vertical Siding min 316 space

Water-Resistive Barrier

Wall Sheathing

Fastener

IlclJRE3S 414 Union Street Suite 2000 Nashville TN (615) 986-5600

lAX (615) 986-5666 wwwJpcorpcom

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 33: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

Two Story One Story One floor to Ceiling One Plate-to-Plate

Horizontal Joint between floors

Lpreg SmartSidereg TrimBatten - ____-j~_

------ Lpreg SmartSidereg

Vertical Siding --------shy

411 Wide Adhesive Flashing

Sloped Metal Z-flashing

Floor Sheathing

Wall Sheathing ------if-shy

Water-Resistive Barrier

Floor Framing

Lpreg SmartSidereg

Vertical Siding ----r----___ Lpreg SmartSidereg TrimBatten ----+------

figure 4 FigureS

Page 5 of 5 At)1)RliSS 414 Union Street

Suite 2000 Nashville TN

tEL (615) 986middot5600 liAX (615) 986middot5666

Date Created 12222016 WEB wwwlpcorp_com Last Revision na

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 34: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

81

BUILDING PRODUCTS

Installing Lpreg SmartSidereg Trim and Lap Siding on Concrete or Masonry Walls

over Furring Strips in Florida (Vult Wind Speeds)

This Technical Note is an addendum to the Lpreg SmartSidereg Trim and Fascia and Lpreg SmartSidereg Lap siding Application Instructions (Instructions) It is intended to provide an alternative fastening option for LP SmartSide trim and lap siding on concrete or masonry walls over furring strips The instructions remain effective except as may be modified by this Note Refer to the Instructions for all other aspects of product installation

Trim and lap siding may be installed on concrete or masonry walls over furring strips bull Trim and lap siding must be installed over a minimum lx4 nominal size Southern Pine

furring strips with a specific gravity greater than or equal to 055 0 Install furring strips no more than 160c in wind speed areas less than or equal

to 200 MPHl Siding shall be installed to safely support all loads including wind loads of the locally adopted building codes The installation of siding shall result in a system that provides a load path that meets the requirements for the transfer of loads from their point of origin through the load-resisting elements to the structure The mechanical connection of the furring strip to the concrete or masonry structure is the responsibility of a design professional LP assumes no liability for any loss or damage caused by the design of the mechanical connection of the furring strip to the concrete or masonry structure and is expressly released by the purchaser or owner from any such loss or liability

bull Minimum Fastener Type o Corrosion Resistant - Hot Dipped Galvanized or equal (ASTM A153)2 o Ring Shank3

o Shank diameter 0120 inch o Head diameter 0270 inch o Length fastener shall fully penetrate a minimum 12 inch into nailable furring

Caution fastener shall not bottom out on masonry wall leaving the fastener head less than flush with the face of trim or siding

Page 1 of 3 ADDRESS 414 Union Street

Suite 2000 Nashville TN

EL (615) 986-5600 FAX (615) 986middot5666

Date Created 1210412015 Wlffi Last Revision 12172015

wwwlpcorpcom

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 35: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

III The 2012 iRC and 2014 Florida Residential Code require a water-resistant barrier be used

on all exterior walls except over concrete or masonry walls per Exception 1 in Section R70311 of both Codes LP always requires the use of a WRB behind Lpreg SmartSide

products lP has no responsibility for any damage arising from a failure to use a WRB

lap Siding III Limitations

o For use with Strand substrate lap all widths andor Fiber substrate lap (up to 8 inches wide only)

o Excluding Cedar Shallte Fiber Lap Bold Profiles Fiber Lap Self-Aligning Fiber lap and SmartLocktrade Strand Lap

III Fastening Requirements o Place fasteners 34 inch from top edge of lap siding o Increase minimum lap siding overlap to 1-18 inch o Blind nail two fasteners per furring strip every 16 oc

Minlx4 Furring Strips

Fasteners

bull 2 nails per furring (4 nails at butt jOints) bull Nails spaced 34 from top edge of lap and 38 from ends of lap (approximately 1 apart) bull 1-18 min lap siding overlap

Page 2 of 3 lDDRmss 414 Union Street

Suite 2000 Nashville TN

111L (S15) 986-5600 lmiddottX (615) 986-5666

Date Created 12042015 Vlgt1l wwwJpcorpcom

Last Revision 12172015 A Z

~~~~n wrrn t1M

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom

Page 36: LP® SmartSide® Strand Substrate PR-N124 Treated-Engineered ... · Louisiana-Pacific Corporation (LP®) SmartSide® Strand Substrate Treated-Engineered Wood Lap, Panel, and Vertical

II

Trim Limitations

o In Florida where high negative wind loads are a concern box or common nails

should be used

- Trim nails may be used in Non-Hurricane-Prone Regions with the following cautions Do not overdrive or counter sink the fastener nail

flush with the surface of trim Detachment of trim is not covered by the Lpreg SmartSidereg limited warranty whether common box or trim nails

are used Fastening Requirements

o Two fasteners spaced a maximum of every 24 inches oc along the length of the trim or two fasteners at both ends with additional fasteners spaced a maximum of every 12 inches oc along alternating edges the length ofthe trim

o Trim under 7 inches wide use a minimum of 2 nails per width Trim 7 to 12 inches wide use a minimum of 3 nails per width Trim over 12 inches wide use a minimum of 4 nails per width

1 Wind speed is Ultimate Design Wind Speed Zone 5 10 fe 30 foot height See 2014 FRC

2 Corrosion resistance and capable of preventing rust stain and deterioration of the fasteners under normal outdoor environmental conditions for a period of no less than 50 years For further

information or guidance consult your nail suppliermanufacturer 3 Ring shank nails shall be capable of the performance specified in Table 1A Ring-Shank Nail

Withdrawal Loads of APA publication TI-l09 Wood Structural Panels Used as Naiabe Sheathing

when tested in accordance with ASTM 01761 Standard Test Methodor Mechanical Fasteners in Wood and NOS-201S For further information or guidance consult your nail suppliermanufacturer

Page30f3 JIDDRE8S 414 Union Street

Suite 2000 Nashville TN

111 (615) 986-5600 FAX (615) 986-5666

Date Created 12042015 WEB

Last Revision 12172015 wwwJpcorpltoom