d...(formerly fl 11680) page 20 of 43 (formerly fl 11680) page 21 of 43. fl 29353 2.67" x...

p P1\C-CL�\D P E T E R S E N

PETERSEN ALUMINUM CORPORATION

FL23953

METAL ROOFING CATEGORY

INSTALLATION DETAIL BINDER

TABLE OF CONTENTS:

Snap-On Standing Seam Panel 24GA Steel & .032" Aluminum ..................... . 2-3Snap-Clad Panel 16oz/sf Copper .......................................................................... . 4-6

Tite-Loc Plus: .040" Aluminum x 12" & .040" Aluminum x 16" ...................... . 7-14M-36 Panel (36"wide): 24GA Steel & .032" Aluminum .................................... .15-16 R-36 Panel (36" wide): 22GA, 24GA, .032" & .040" Aluminum ...................... . 17-18

7.2" Rib Panel: 24GA & 0.032" Aluminum ......................................................... . 19-212.67" x 7 /8" Corrugated Panel: 24GA & .032" Aluminum ................................ .22-24

Tite-Loc Plus: 12" x .040 Aluminum over 22GA Steel Deck. ........................... . 25-26Tite-Loc Plus: 12" x 22GA Steel over 22GA Steel Deck. ................................... . 27-28Tite-Loc Plus: 18" x 24GA Steel over 22GA Steel Deck. .................................. . 29-30Tite-Loc Plus: 16" x .032" Aluminum over 15/32"Plywood ............................. .31-32 Edge-Loe 1.0: .032" Aluminum ........................................................................... . 33-37Large Precision Tile: 14.5" x .032" Aluminum ................................................. . 38-40Large Precision Tile: 14.5" x 24GA ..................................................................... . 38-40Precision Diamond Tile: 7.25" x .032" Aluminum ........................................... .41-43

Locke Bowden, P .E.

FL Reg. #49704

41-43

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FL 23953Snap-On Standing Seam Panel

24GA Steel & .032" Alum

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(FORMERLY 6191)

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FL 29353Snap-Clad Panel 16oz/sf Copper

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Petersen Headquarters1005 Tonne RoadElk Grove Village, IL 60007P 800 PAC CLADF 800 722 7150

Annapolis Junction9060 Junction DriveAnnapolis Junction, MD 20701P 800 344 1400F 301 953 7627

Tyler10551 PAC RoadTyler, TX 75707P 800 441 8661F 903 581 8592

Acworth102 Northpoint PkwyAcworth, GA 30102P 800 272 4482F 770 420 2533

Andover1885 Station Pkwy NW, Ste BAndover, MN 55304P 877 571 2025F 866 901 2935

PETERSEN ALUMINUM CORPORATION PAC-CLAD.COM [email protected]

Job Name Contractor

Date Notes

SNAP-CLAD - PLYWOOD DECK

GABLE DETAIL

(FORMERLY FL 8310)

of 43

Petersen Headquarters1005 Tonne RoadElk Grove Village, IL 60007P 800 PAC CLADF 800 722 7150

Annapolis Junction9060 Junction DriveAnnapolis Junction, MD 20701P 800 344 1400F 301 953 7627

Tyler10551 PAC RoadTyler, TX 75707P 800 441 8661F 903 581 8592

Acworth102 Northpoint PkwyAcworth, GA 30102P 800 272 4482F 770 420 2533

Andover1885 Station Pkwy NW, Ste BAndover, MN 55304P 877 571 2025F 866 901 2935

PETERSEN ALUMINUM CORPORATION PAC-CLAD.COM [email protected]

Job Name Contractor

Date Notes

SNAP-CLAD - PLYWOOD DECK

EAVE DETAIL 1

(FORMERLY FL 8310)

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FL 23953Tite-Loc Plus:

.040" Aluminum x 12"

.040" Aluminum x 16"

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PAC-CLAD STANDARD DETAILS

PETERSEN ALUMINUM CORPORATION4175 ROYAL DRIVE; SUITE 300

KENNESAW, GA 30144PHONE: 800-272-4482 FAX: 770-420-2533

email: [email protected]

CUSTOMER:JOB NAME:PANEL TYPE:COLOR / FINISH:

APPROVAL GUAGE:ANGLE / SLOPE:PO#:DATE:

TITE-LOC PLUS EAVE

(FORMERLY FL 10879)

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TITE-LOC PLUS VENTED RIDGE

(FORMERLY FL 10879)

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TITE-LOC PLUS GABLE

(FORMERLY FL 10879)

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PETERSEN ALUMINUM CORPORATION 4175 ROY AL DRIVE; SUITE 300

KENNESAW, GA 30144 PHONE: 800-272-4482 FAX: 770-420-2533



METAL VALLEY �ITH

1-3/4' MIN, DIVERTE

TITE-LDC PLUS LO�

FLDA TING AR CLIPS � / (2)

FASTENERS PER CLIP

/8' PLY�DDD DECK BY OTHERS

(' HIN,

FIELD NOTCH� FORM HEM AT

END OF PANEL HOOK HEM

ONTO CLEAT SET IN SEALANT

TITE-LOC PLUS VALLEY

TITE-LDC PLUS PANEL

DNTINUDUS CLEAT

SET IN CONTINUOUS

BEAD OF SEALANT�

FASTEN l!i! 3' DC MAX.

TAS 100 WIND DRIVEN RAIN TEST APPROVAL CUSTOMER: GUAGE:

JOB NAME: ANGLE / SLOPE:

PANEL TYPE: PO#:

COLOR/ FINISH: DATE:

(FORMERLY FL 10879)

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TITE-LOC PLUS CLIP

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SEAMING INSTRUCTIONS AND PANEL INSTALLATION 1. Install panels on the roof, and with TITE LOC PLUS, ensure the panels are laid sothat seamer can be used properly to run downslope. Note that the TLP seamer isone direction only, and will not run upslope on roofs with a 4:12 pitch or higher.TITE LOC seamers are bidirectional and can run up and down slope.

IMPORTANT NOTE: STAND AT THE EAVE AND LOOK UPSLOPE. IF THE ROOF IS INSTALLED LEFT TO RIGHT, THE SEAMER WILL RUN DOWNSLOPE.

RIDGE

EAVE

(FORMERLY FL 10879)

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TITE-LOC PLUS PANEL HEM PROCEDURE

CUT FEMALE END BACK 1 1/4"

1. PANELS REQUIRING FIELD HEMMED ENDSSHOULD BE FABRICATED 1 1/4" LONGER THANTHE FINISHED PANEL LENGTH. VALLEYCONDITIONS MUST BE FIELD CUT TO THEAPPROPRIATE ANGLE

2. CUT BACK PANEL JOINTS 1 1/4"

3. PLACE PROTRUDING PAN INTO THE PANELHEMMING TOOL. THE FRONT EDGE OF THETOOL MUST REST AGAINST THE NOTCHEDJOINT LEGS ON BOTH SIDES.

4. WHILE MAINTAINING PRESSURE AGAINSTTHE PANEL JOINTS, ROTATE THE HEMMINGTOOL AS CLOSE TO 180" AS POSSIBLE.

PANEL HEMMING TOOL

5. INSPECT COMPLETED HEM TO INSURE THATTHE HEM IS OPENED AND CAPABLE OFRECEIVING THE CLEAT (SEE ERECTIONDETAILS).

CUT MALE END BACK 1 1/4"

(FORMERLY FL 10879)

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FL 29353M-36 Panel (36" wide)

24GA Steel & .032" Aluminum

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(FORMERLY FL 10880)

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FL 23953R--36 Panel (36" wide)

22GA & 24GA Steel.032" & .040" Aluminum

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(FORMERLY FL 10880)

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FL 239537.2" Rib Panel

24GA Steel & .032" Aluminum

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(FORMERLY FL 11680)

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FL 29353 2.67" X 7/8" Corrugated Panel

24GA & .032" Aluminum

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NOTE:1. Panels should always be lapped against prevailing winds.2. The above fastening patterns are typical and may not be appropriate for all applications. Consult a

Professional Engineer for specific requirements.3. 1

8" x 12" tape sealant shall be used at all side laps when used as a roof panel.4. Side lap fasteners are required. Typical spacing is 18", however this spacing may not be appropriate for

all applications. Consult a Professional Engineer for specific requirements.5. When using this panel in a roofing application, it should be lapped two corrugations. Panel may be lapped

one corrugation when used in a siding application.6. DO NOT USE NAILS FOR ANY PANEL ATTACHMENT.

APPLICATIONPREVAILING WIND

Petersen Aluminum Corporation4175 Royal Drive, Building 300

Kennesaw, GA 30144tel: 800-272-4482fax: 770-420-2533

visit us on the web @ www.pac-clad.com

2.67" X 7/8" CORRUGATED

(FORMERLY FL 12311)

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http://www.pac-clad.com

NOTES:1. For 1

2" and 78" Corrugated panels, place a screw no more than one corrugation away from the side-lap. This may result inan odd screw spacing adjacent to the side-lap. Between side-laps, use the fastening schedules shown.

2. Side-laps should be fastened at 18" O.C. except for R-36 panels which should be fastened 12" O.C.3. Painted screws are available to color-match painted panels. (1000 piece minimum order)4. The use of nails for fastening these panels is not permitted.5. All exposed screws should have a combination metal and neoprene washer.

A-POINT SCREWS

A thread forming screw used for light gage metal. Use A-point screws toattach panels to wood. Pre-drilling holes in the panels may be requireddepending on the metal thickness. Use non-corrosive stainless steelA-point screws to attach aluminum panels to cold-formed steel structuralmembers. Stainless steel, self-drilling screws are not recommendedbecause they must be made from a stainless steel which may corrode.A-point screws may be used to attach panels to light gage metal framing,however pre-drilling may be required. ALL FASTENERS MUST BE ZINCPLATED OR NON-CORROSIVE STAINLESS STEEL.

MILL POINT SCREWS

A sharp pointed screw with a small drill tip designed to cut through thinsheet metal. Use Mill point screws for panel to panel and panel to flashingattachments. Total drilling thickness is 3

32"

SELF DRILLING SCREWS

A Thread cutting screw designed to cut & thread light gage metal framingwithout pre-drilling. Maximum drill thickness is 3

16". Use Self DrillingScrews to attach panels to light gage steel framing. ALL FASTENERSMUST BE ZINC PLATED OR NON-CORROSIVE STAINLESS STEEL.

B-POINT SCREWS

A thread forming screw used for heavy gage metal. Use to attach panelsto structural steel members. Pre-drilling holes will be required. Also useB-point screws rather than self drilling stainless steel screws to attachaluminum panels to light gage steel. Stainless steel used in self drillingscrews may cause corrosion in aluminum panels. ALL FASTENERSMUST BE ZINC PLATED OR NON-CORROSIVE STAINLESS STEEL.

STANDARD PAC-CLAD SCREWS

APPLICATION TABLEPAC PANEL DECK FASTENER FROM ABOVE

ALUMINUM WOOD B - IN STAINLESS STEEL

STEEL WOOD B - IN ZINC PLATED

ALUMINUM STEEL DECK, LIGHT GAGE FRAMING A - IN STAINLESS STEEL

STEEL STEEL DECK, LIGHT GAGE FRAMING A - IN ZINC PLATED

ALUMINUM STRUCTURAL STEEL D - STAINLESS STEEL

STEEL STRUCTURAL STEEL D - IN ZINC PLATED

ALUMINUM PANEL TO ALUMINUM PANEL & FLASHINGS C - IN STAINLESS STEEL

STEEL PANEL TO STEEL PANEL & FLASHINGS C - IN ZINC PLATED

FASTENER TYPESFASTENER TYPE FASTENER DESCRIPTION LENGTH HEAD SIZE

A #12 MAXX SELF DRILL W/ WASHER 1-1/4" 516"

B #9 OR 10 PANEL TITE SELF DRILL W/ WASHER 1"TO 3" (BY 12")

14"

C #12-14 PANEL TITE STITCH LAP W/ WASHER 78" 1

4"

D 14"-14 PANEL SCREWS W/ WASHER VARIES 3

8"

* FASTENER LENGTHS DO NOT INCLUDE ANY INSULATION THICKNESS BENEATH METAL PANEL

Petersen Aluminum Corporation4175 Royal Drive, Building 300

Kennesaw, GA 30144tel: 800-272-4482fax: 770-420-2533

visit us on the web @ www.pac-clad.com of 43

http://www.pac-clad.com

FL 23953Tite-Loc Plus

12" x .040" Aluminum over 22GA Steel Deck

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(FORMERLY FL 13487)

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12" x 22GA Steel over 22GA Steel Deck

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ROOF PANEL (REF. NOTES & PANEL DETAIL)

DECK SUPPORTS NOT SHOWN

SELF ADHERED MEMBRANE

CLIP SPACING AS PER ALLOWABLE PRESSURE TABLE

BEARING PLATE

-------12"-------,

/ - .......__ . _,,,-SEE DETAIL 1

/ y THIS SHEET

CLIP FASTENER (2 PER CLIP)

DECK MIN 22 GA.

TYPICAL PANEL INSTALLATION X-SECTION

PANEL

BEARING PLATE

CLIP


\_DECK

BEARING PLATE

RIGID INSULATION MAX 4" THICK MIN 22 GA. RIGID INSULATION

MAX 4" THICK


CLIP SECTION VIEW

DETAIL 1

0.675" 0.30::/!4°"

f�[-f

__ L] 11.975"

PANEL SECTION (MIN. 22 GA.)

PANEL CLIP

,----- ----7

____ J ___________ L ___ _

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CLIP SIDE VIEW

GENERAL NOTES·


DECK MIN 22 GA.

1. ARCHITECTURAL STANDING SEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC).

2. ROOF PANELS SHALL BE MIN 22 GA. (0.028"). MAXIMUM COVERING WIDTH OF PANEL = 12".

3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING.

4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.

5. CLIPS AND FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL.

6. DECK AND SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.

DRAWN BY:

e.s.

PLOT:

<D

0

(FORMERLY FL 13487)

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18" x 24GA Steel over 22GA Steel Deck

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CLIP SPACING AS PER ALLOWABLE PRESSURE TABLE ROOF PANEL (REF. NOTES

& PANEL DETAIL) f-----------MAX. 18"---------

DECK SUPPORTS NOT SHOWN


BEARING PLATE


/ - .......__ . _,,,-SEE DETAIL 1

/ y THIS SHEET

DECK MIN 22 GA.


PANEL

BEARING PLATE

RIGID INSULATION MAX 4" THICK

CLIP


\_DECK


MIN 22 GA.

CLIP SECTION VIEW

BEARING PLATE

RIGID INSULATION MAX 4" THICK

DETAIL 1

PANEL CLIP

,----- ----7

____ J ___________ L ___ _

I r, r, I I \; \; I I I


CLIP SIDE VIEW


DECK MIN 22 GA.

f��[_ .. ______________ o.��0r��

GENERAL NOTES· 1. ARCHITECTURAL STANDING SEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE

WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN 24 GA. (0.021 "). MAXIMUM COVERING WIDTH

OF PANEL = 18", MINIMUM 12". 3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON

THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS

,l MAX. 17.975", MIN. 11.975" ,l PANEL SECTION

(MIN 24 GA.)

PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.



DRAWN BY:

e.s.

PLOT:

<D

0

(FORMERLY FL 13487)

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16" x .032" Aluminum over 15/32" Plywood

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CLIP SPACING AS PER ALLOWABLE PRESSURE TABLE ROOF PANEL (REF. NOTES

& PANEL DETAIL) f---------MAX. 16"-------..-

MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C.

UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S GUIDELINES

I

_ _ ,.......-SEE DETAIL 1

/ 'v THIS SHEET

PLYWOOD MINIMUM ATTACHMENT: 19/32" THICK (MIN.) 8d x 2.5" LONG RING SHANK NAIL OR #8 x 2" LONG WOOD SCREWS SPACED @ 6" O.C. IN FIELD & EDGES


CLIP PANEL CLIP

,----- ----7

____ J ___________ L ___ _


CLIP SECTION VIEW

PLYWOOD 19/32" THICK (MIN.)

DETAIL 1

r��c· ---�� J MAX. 15.975", MIN. 11.975" ,l

PANEL SECTION (NOM. 0.032" THICK ALUMINUM)

I r, r, I I \; '; I I I


CLIP SIDE VIEW

GENERAL NOTES·

PLYWOOD 19/32" THICK (MIN.)

1. ARCHITECTURAL STANDING SEAM ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC).

2. ROOF PANELS SHALL BE NOM. 0.032" THICK ALUMINUM. MAXIMUM COVERING WIDTH OF PANEL = 16", MINIMUM 12".

3. THE ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING.

4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.



DRAWN BY:

e.s.

PLOT:

. N l'l 0 ci w 0

.

<O

<D

0

(FORMERLY FL 13487)

of 43

FL 23953Edge-Loc 1.0

.032" Aluminum

of 43

(FORMERLY FL 17810)

of 43

(FORMER FL 17810)

of 43

0.032" ALUMINUM PANELS 20" COIL WIDTH

16" COVERAGE ON 1 /2" PLYWOOD

PERIMETER PANEL FASTENERS #10 X 1-1/2" PANCAKE HEAD SCREWS AT 3" O.C.

120"

PANEL ELEVATION

FIELD SPECIMEN

N.T.S.

#10 x 1-1/2" PANCAKE HEAD SCREWS 12" FROM ENDS AND 16" ON CENTER

I

FIELD

/

/

SPECIMEN

TYP. 0.032" ALUMINUM PANEL

PANEL SEAM ��\l��':_':_:��':_':_':_':_�':':_':_�s,;d.-...._ VERSASHIELD

HT PRO QUIK-STICK

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30# FELT PAPER

1/2" PLYWOOD SHEATHING

#10 X 1-1/2" PANCAKE HEAD SCREW 3" FROM EACH PANEL END ONLY

/I TYP. 0.032" ALUMINUM PANEL

- //

END DETAIL

VERSASHIELD HT PRO QUIK-SllCK

30# FELT PAPER

1 /2" PLYWOOD SHEATHING

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N.T.S.

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0.032" ALUMINUM PANELS 20" COIL WIDTH

16" COVERAGE ON 1 /2" PLYWOOD

PERIMETER PANEL FASTENERS #10 X 1-1/2" PANCAKE HEAD SCREWS AT 3" O.C.

120"

COVERAGE

PANEL ELEVATION

CORNER SPECIMEN

N.T.S.

CORNER

1/10 >< 1-1/2" PANCAKE HEAD SCREWS 6" FROM ENDS AND 6" ON CENTER

PANEL SEAM

I

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SPFCIMEN

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VERSASH1ELD HT PRO QUIK-STICK 301/ FELT PAPER

1 /2" PL YWOOO SHEATHING

TYP. CORNER INSTALLATION

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N.T.S.

#10 X 1-1/2" PANCAKE HEAD SCREW 3" FROM EACH PANEL END ONLY

/i TYP. 0.032" ALUMINUM PANEL

/ /

PANEL END DETAIL

VERSASHIELD HT PRO QUIK-STlCK 301/ FELT PAPER

1 /2" PLYWOOD SHEATHING

N.T.S.

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FL 23953Large Precision Tile

14.5" x .032" Aluminum14.5" x 24GA Steel

of 43

HQ: 1005 Tonne RoadElk Grove Village, IL 60007P: 800-PAC-CLADF: 800-722-7150

9060 Junction DriveAnnapolis Junction, MD 20701P: 800-344-1400F: 301-953-7627

10551 PAC RoadTyler, TX 75707P: 800-441-8661F: 903-581-8592

102 Northpoint ParkwayAcworth, GA 30102P: 800-272-4482F: 770-420-2533

SALES OFFICE1885 Station Parkway NWSuite BP: 877-571-2025F: 866-901-2935

GA. AVAILABLE:24 GA. STEEL.032 ALUMINUM

MATERIALS:STEELALUMINUM

SIZES AVAILABLE:8 3/8" x 14 1/2"

FINISH:PAC-CLAD PVDF

1-800-PAC-CLAD | WWW.PAC-CLAD.COM

1-800-PAC-CLAD

WEBSITE:WWW.PAC-CLAD.COM

1

PG.

(FORMERLY FL 22548)

of 43











1-800-PAC-CLAD


2

PG.

(FORMERLY FL 22548)

of 43

FL 23953Precision Diamond Tile7.25" x .032" Aluminum

7.25" x 24GA Steel

of 43











1-800-PAC-CLAD


1

PG.

(FORMERLY FL 22548)

of 43











1-800-PAC-CLAD


2

PG.

(FORMERLY FL 22548)

of 43

d...(formerly fl 11680) page 20 of 43 (formerly fl 11680) page 21 of 43. fl 29353 2.67" x...

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