36 x 48 barn - sdscad gn8 211 7/8 high walsiding-4 12ft 10 gn9 2 heated ceiling area 852sqft 11 gn10...

3046

3068

3046

3046

3046

120100

2 in

12

(vert)-G

(ver

t)-V

(vert)-G

2 in

12

(vert)-G(v

ert)-

V

(vert)-G

UP

14'-9

13/

16"

36'-0

"

6'-0

"3'

-0"

18'-0

"3'

-0"

6'-0

"

36'-0

"

14'-9

13/

16"

12'-0"24'-0"12'-0"

48'-0"

6'-0" 12'-0" 6'-0"

24'-0"

12'-0" 12'-0"

14'-9

13/

16"

36'-0

"

6'-0

"3'

-0"

7'-6

"3'

-0"

7'-6

"3'

-0"

6'-0

"

36'-0

"

14'-9

13/

16"

36 x 48 BarnSDS-CAD Specialized Design SystemsCopright 2002Email [email protected] Website www.sdscad.com


Right and Front ElevationsScale 1/8"=1'

6/12 Pitch

24/12 Pitch

1/12 Pitch Min

8' Retaining Wall


Rear and Left Side ElevationsScale 1/8"=1'


Roof Framing DetailScale 1/8"=1'24" O.C. Typical Rafter Framing


Front and Rear Framing ViewsScale 1/8"=1'Typical Framing 16" O.C.


Right and Left SideDetail ViewsScale 1/8"=1'

ID Su Flr Size Item Count Un S C1 General2 GN1 036 1/4 high walFoundation 8" Concrete Stem 171 ft3 GN2 197 1/8 high walFoundation 8" Concrete Stem 53 ft4 GN3 1133 11/16 high Siding-4 72 ft5 GN4 1132 high wall Siding-4 49 ft6 GN5 1 heated roof area 1852 sqft7 GN6 296 high wall Siding-4 47 ft8 GN7 212 5/8 high walSiding-4 12 ft9 GN8 211 7/8 high walSiding-4 12 ft

10 GN9 2 heated ceiling area 852 sqft11 GN10 2 heated wall area 272 sqft12 GN11 2 heated glass area 24 sqft13 GN12 332 3/8 high walSiding-4 11 ft14 GN13 332 1/8 high walSiding-4 11 ft15 Subtotal: 16 Foundation17 FO1 08" thick Concrete Concrete 12.74 cuyd 18 FO2 02x6" treated mud sill 171 ft 19 FO3 01/2x6" foam sill seal 171 ft 20 FO4 0 foundation bolts 3621 FO5 016x8"h concrete footing 5.62 cuyd22 FO6 0no. 4 rebar (footing) 366 ft 23 FO7 0no. 4 horiz. rebar (wall) 1462 ft 24 FO8 0no. 4 vert. rebar (wall) 532 ft 25 FO9 01610 sq ft concrete slab 19.87 cuyd26 FO10 01610 sq ft steel mesh for slab 1610 sqft27 Subtotal: 28 Subfloor29 SF1 24x8'x3/4" sheetfloor sheathing 8 30 SF2 22x12"-16'+ rim joists - lumber 67 ft 31 SF3 22x12"-12' rim joists - lumber 332 SF4 22x12"-12' floor joists - lumber 933 SF5 22x12"-16'+ floor joists - lumber 75 ft 34 SF6 22x6"-36' ceiling joists - lumber 435 SF7 22x6"-11' ceiling joists - lumber 1836 Subtotal: 37 Framing38 F1 18" thick Concrete Concrete 15.20 cuyd39 F2 12x4-16ft+ fir plate 375 ft 40 F3 12x4"-127 1/2" fir stud 4141 F4 12x4"-121 3/16" fir stud 3742 F5 12x4-16ft+ fir stud stock 236 ft 43 F6 12x4"-34 7/16" fir stud 344 F7 12x7-16ft+ header - lumber 40 ft 45 F8 12x4"-31 1/2" fir stud 1346 F9 12x8-16ft+ header - lumber 26 ft47 F10 22x4-16ft+ fir plate 183 ft 48 F11 22x4-16ft+ fir stud stock 182 ft 49 F12 22x4"-91 1/2" fir stud 1050 F13 22x7-16ft+ header - lumber 14 ft 51 F14 22x4"-79 1/2" fir stud 452 F15 22x4"-24 1/16" fir stud 153 F16 32x4-16ft+ fir plate 46 ft 54 F17 32x4-16ft+ fir stud stock 27 ft 55 Subtotal: 56 Siding57 S1 17" wide Siding Wood Cream 1748 ft

ID Su Flr Size Item Count Un S C58 S2 14x8x5/8 Sheet Plywood-hrz 34 59 S3 1 house wrap 2085 sqft60 S4 27" wide Siding Wood Cream 616 ft61 S5 24x8x5/8 Sheet Plywood-hrz 11 62 S6 2 house wrap 308 sqft63 S7 37" wide Siding Wood Cream 59 ft64 S8 34x8x5/8 Sheet Plywood-hrz 1 65 Subtotal: 66 Ext Trim67 EX1 1 1x5-36" 168 EX2 11x4-16ft+ ext. door casing 18 ft 69 EX3 15 in ext. door jamb 18 ft 70 EX4 11x4-16ft+ garage door casing 34 ft 71 EX5 15 in garage door jamb 34 ft 72 EX6 124" thick Concrete Concrete 2.22 cuyd73 EX7 21x4-16ft+ exterior sill 8 ft 74 EX8 21x4-16ft+ ext. window casing 25 ft 75 Subtotal: 76 Roofing77 R1 12x8"-16'+ ridge board - lumber 76 ft 78 R2 12x6"-13' rafters - lumber 3879 R3 12x8"-38' rafters - lumber 480 R4 12x8"-14' rafters - lumber 281 R5 14x2"-16'+ rafters - lumber 34 ft 82 R6 12x8"-13' rafters - lumber 2 83 R7 1bend to slope roof/wall flashing 72 ft84 R8 1 ridge cap 114 ft85 R9 1 Roofing Dimensional Comp. 2446 sqft86 R10 14x8' sheets roof sheathing 77 87 R11 12x8" gable fascia 129 ft 88 R12 12x8" eave fascia 228 ft 89 R13 1 metal drip edge 357 ft90 R14 22x8"-16'+ ridge board - lumber 114 ft 91 R15 22x6"-10' rafters - lumber 38 92 R16 22x8"-38' rafters - lumber 293 R17 22x8"-11' rafters - lumber 8 94 R18 24x2"-16'+ rafters - lumber 57 ft 95 R19 22x6"-11' rafters - lumber 38 96 Subtotal: 97 Insulation98 IN1 112x24x48" battsroof insulation 231 99 IN2 212x24x48" battsceiling insulation 106

100 IN3 24x16x93" batts wall insulation 25 101 Subtotal: 102 Flooring103 FL1 2 Carpet b4 222 sqft104 FL2 24x8' sheets underlayment 7105 Subtotal: 106 Wall Brd107 WB1 04x8'-1/2" ceiling wall board 25 108 WB2 14x8x1/2 Sheet Sheetrock 36 109 WB3 14x8'-1/2" ceiling wall board 52 110 WB4 24x8x1/2 Sheet Sheetrock 11 111 WB5 24x8'-1/2" ceiling wall board 27 112 WB6 34x8x1/2 Sheet Sheetrock 1 113 Subtotal: 114 Windows

ID Su Flr Size Item Count Un S C115 W1 136x54 double hung 4 116 W2 236x47 7/8 double hung 2117 Subtotal: 118 Doors119 D1 136x80x1 3/4R ext. 1 120 D2 1144x120 garage 1121 Subtotal: 122 Int Trim123 T1 11x2-16ft+ window apron 27 ft 124 T2 11x2-16ft+ sill 27 ft 125 T3 11x2-16ft+ interior casing 119 ft 126 T4 139x11 1/2-1" stair tread 16127 T5 139x8 1/2" riser 16128 T6 12" wide int. railing 240 in 129 T7 11" diam. baluster 32 130 T8 116 treads stair stringer 2131 T9 21x2-16ft+ window apron 7 ft 132 T10 21x2-16ft+ sill 7 ft 133 T11 21x2-16ft+ interior casing 24 ft 134 T12 23 1/2" wide int. railing 186 in 135 T13 23 1/2" wide middle rail 186 in 136 T14 21 3/4" diam. baluster 34 137 T15 23 1/2" square half newel post 1 138 T16 23 1/2" square newel post 4 139 T17 21x6-16ft+ base molding 12 ft 140 Subtotal: 141142 Total:

with SIDING or STUCCOMONOLITHIC SLAB

(2) #4 rebar contin.

fill

footing 1'6 tall1'4 wide

2" x 4" studs @ 16" oc

& wind straps per codem.a.b. anchor 3'6" ocsimpson or equal

slope to drainfin. grade

stucco

or 1/2" plywood

# 15 felt on 1/2" cdx plywoodscratch coat on wire lath on

R-max insulating sheathing

or stucco finish coat on stucco

1x8 horizontal hardboardlap siding

undisturbed soil

compacted fill

(3000 psi)conc. footing

6-6#10 w.w. mesh

3000 psi, 4" min.

R-11 batt insulation

1/2" gypsum wall board

finished floor level

6 mil poly

conc, slab

carpet

base

simpson or equal

(2) #4 rebar contin.

m.a.b. anchor 3'6" oc& wind straps per code

fin. gradeslope to drain

fill

R-max insulating sheathing

2" x 4" studs @ 16" oc

or 1/2" plywood

Brick vaneer

6-6#10 w.w. mesh

finished floor level

compacted fill

undisturbed soil

MONOLITHIC SLABwith Brick Option

1'4 widefooting 1'6 tall

conc. footing(3000 psi)

6 mil poly

3000 psi, 4" min.

1/2" gypsum wall board optional

R-11 batt insulation optional

conc, slab

base

Gambrel Roof Cabin24' x 36'

SDS-CAD Specialized Design Systemswww.sdscad.net email [email protected] 2002

RAISED SLAB with SIDING or STUCCO

8"1'4"

than 4 coursesfoundation wall is taller16" oc vert. wherehorizontal cmu wall ties

compacted fill

on 6 mil barrier4" conc. slab w/ 6x6 #10 mesh

floor finish

base

1/2" gwb

3000 psi conc. ftg.

#4 bars, continuous#3 bars. 4' oc

stucco

on site conditions# of blocks vary, depending8" cmu fill solid w/ conc.

#4 bar 8' oc

anchor, 3'-6" o.c.Simpson or eq. m.a.b.

42treated

sill plate every 3rd studhurricane fasteners stud to2 x 4's 16" ocr-11 batt insulation

7/16" osb boardsheathing or 1/2" plywood

CRAWL SPACE FOUNDATION with SIDING or STUCCO

varie

s

2 810

2

sheathing or 1/2" plywoodr-max

r-11 batt insulation2 x 4's 16" ochurricane fasteners stud tosill plate every 3rd stud

2 4

8" cmu fill solid w/ conc.# of blocks vary, dependingon site conditions

stucco

#3 bars. 4' oc

2 # 4 bars, continuous

3000 psi conc. ftg.

1/2" gwb

base

floor finish

horizontal cmu wall ties16" oc vert. wherefoundation wall is tallerthan 4 courses

1'4"

8"

wood or hardboard sidingor stucco finish coat on stuccoscratch coat on wire lath on# 15 felt on 1/2" cdx plywood

(or per local code)

provide sill plate anchorbolts, joist to footingstraps & stud to 2x10band wind ties per code

wood or hardboard siding or stucco finish coat onstucco scratch coat onwire lath on # 15 felt on1/2" cdx plywood

r-19 batt insulation

NOTES:- footings shown are for standard soil bearing capacities- install perimeter slab

treated sill

with local codes

header block

Gambrel Roof Cabin24' x 36'

SDS-CAD Specialized Design Systemswww.sdscad.net email [email protected] 2002

1/2" ANCHOR BOLT 6' O.C.

VAPOR BARRIER4" GRAVEL BASE

4" CONCRETE SLABW/ WIRE MESH

12" X 18" CONT. CONCRETE FOOTINGREBAR (2) CONTINUOUS @ PERIMETER

GRADE6" MIN.

MONOLITHIC SLAB ON GRADE

FOUNDATION - FROST (SLAB) - POURED CONC. BLK.8" X 34"

6"

36"

GRADE

8" X 20" CONT. CONCRETE FOOTINGRE-BAR (2)

8" POURED CONCRETE W/ VERTICAL REINF (IF REQUIRED)DAMP PROOFING (TO GRADE)

1/2" ANCHOR BOLTS 6' O.C.

VAPOR BARRIER4" GRAVEL BASE

4" CONCRETE FLOORW/ WIRE MESH

SimpsonStrong-Tie

HPAHD22

2 x EMBEDMENT LENTH + 12" MINIMUN REBAR LENGTH

HPAHD_1.PL1HPAHD_2.PL1

30" MINIMUMREBAR LENGTH

CORNERDISTANCEFROM EDGEOF STRAP TOCORNER

SINGLE POUR CORNERINSTALLATION

12" MINIMUMREBAR LENGTH

ONE #4REBAR INSHEAR CONE

HPAHDSimpsonStrong-Tie

Foundation details may varydepending on your local buildingconditions and codes. Consult acontractor or local buildingdepartment to ensure propertechniques for your areasbuilding codes.

Foundation DetailsDetails and SpecificationsCopyright 2001 SDSCAD

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412

EXPOSED RAFTER TAIL

CONTINUOUS FASCIA

FRIEZE BLOCKW/SCREENED VENT

ROOFING AND ROOFSHEATHING

STUD WALL WITHSHEATHING AND FINISH

TRIM

ALTERNATIVE FRIEZE BLOCKW/SCREENED VENT LOCATION

LTS12

H2.5

H5

SP4

H10

SP2

Eave and Truss Detail

2Details and SpecificationsCopyright 2001 SDSCAD

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected]

Notes Western or Platform Framing

Before any of the superstructure is erected, the first floor subflooring is put down making a platform on which the walls and partitions can be assembled and tilted into place. The proc-ess is repeated for each story of the building. This framing system is used frequently.

Firestopping

All concealed spaces in framing, with the exception of areas around flues and chimneys, are to be fitted with 2 in. blocking arranged to prevent drafts between spaces.

Exterior Wall Framing

One-story buildings: 2 x 4's 16 in. or 24 in. o.c.;

2 x 6's, 24 in. o.c.

Two and three stories: 2 x 4's, 16 in o.c.;

2 x 6's, 24 in. o.c.

Bracing Exterior Walls

Because floor framing and wall frames do no interlock, adequate sheathing must act as brac-ing and provide the necessary lateral resistance. Where required for additional stiffness or bracing, 1 x 4's may be let into outer face of studs at 45° angle secured at top, bottom, and to studs.

Bridging for Floor Joists

May be omitted when flooring is nailed adequately to joist; however, where nominal depth-to-thickness ratio of joists exceeds 6, bridging would be installed at 8 ft 0 in. intervals. Building codes may allow omission of bridging under certain conditions.

GENERAL NOTES:

SOIL:

CONCRETE: 1. FOUNDATIONS - 3000 P.S.I. @ 28 DAYS. TYPE II CONC. 5 BAG.

4. WALKS AND DRIVES - 3000 P.S.I. @ 28 DAYS, NO FLY ASH.

3. PROVIDE CONSTRUCTION JOINTS @ 400 SQ. FT. MAXIMUM.

MIN. FTG. DEPTH PER DETAILS. 1. ALLOWABLE SOIL PRESSURE - 1500 P.S.F. MINIMUM

WITH LOCAL CITY BUILDING CODES.

SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE.

STRUCTURAL STEEL:

CONC. TO BE 7".

#2 OR BETTER.

WELDING:

LUMBER: 1. E70xx LOW HYDROGEN RODS

4. SEE DETAILS FOR SIZE.

STRUCTURAL

2. ROOF JOISTS, FLOOR JOISTS, BEAMS, LEDGERS AND PLATES TO BE DOUGLAS FIR

1. ALL SAWN LUMBER SHALL BEAR STAMP OF WWPA OR APPROVED TESTING AGENCY.

(I.C.B.O. APPROVED) TYPE WITH A 360 EXPANSIVE WEDGING ACTION. 3. ALL EXPANSION BOLTS TO BE "WEDGIT", RAM-SET, OR RED HEAD PHILLIPS

LATEST AISC HANDBOOK. MIN. EMBEDMENT OF ALL BOLTS IN MASONRY, GROUT OR 2. BOLTS - ASTM A-307. LATEST AISC AND AWS CODES APPLY. ALL CONST. PER

1. ASTM A-36, Fy = 36 KSI, STRUCTURAL TUBES SHAL BE ASTM A-500 (Fy-46KSI)

2. FLOOR SLABS - 3000 P.S.I. @ 28 DAYS. MAX. SLUMP = 3", NO FLY ASH

2. PROVIDE TERMITE PROTECTION OVER A.B.C. PER GOVERNMENTAL REGULATIONS.

4. CONNECT WATER, GAS, ELECTRIC LINES TO EXISTING UTILITIES IN ACCORDANCE

ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL,

2. VERIFY ALL DIMENSIONS PRIOR TO STARTING THE WORK. DO NOT SCALE

ORDINANCES AND REGULATIONS PERTAINING TO THIS CONSTRUCTION. 1. COMPLY WITH ALL APPLICABLE STATE, COUNTY AND LOCAL BUILDING CODES,

TRUSSES:

GOVERNING MUNICIPALITY). 1. TO BE MANUFACTURED BY CITY AND STATE APPROVED FABRICATOR. (AS REQ'D. BY

3. STUDS TO BE HEMLOCK FIR, STUD GRADE OR APPROVED EQUAL.

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected] 2001 SDSCAD

NAILING SCHEDULE:

PLYWOOD:

EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.

5. HEADER TO STUD 3- 16d 4. TOP PLATE TO STUD END NAIL W/ 2-16d 3. DB. TOP PLATE FACE NAIL 16d @ 16" O.C. 2. DOUBLED STUDS FACE NAIL 16d @ 24" O.C. 1. STUD TO SOLE PLATE END NAIL2-16d

STRAND BOARD NER-124.

FRAMING:

REINFORCING STEEL: 1. ASTM A615 - 60. FY = 60 KSI.

CONCEALED SPACE EXCEEDS TEN FEET.

AND FACE GRAIN PERPENDICULAR TO SUPPORT.

3. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES.

MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL.

AS NOTED ON PLANS.

& 12" O.C. INTERMEDIATE.

WIRE TIES.

7. EXTERIOR SIDING SHALL BE NAILED TO FRAMING WITH 6d NAILS @ 6" O.C. @ 6. ALL OTHER NAILING SHALL BE PER U.B.C. TABLE 25-Q UNLESS OTHERWISE NOTED

LAP VERTICAL BARS A MIN. OF 36 BAR DIAMETERS. TIE W/ APPROVED 2. STEEL REINFORCING BARS SHALL BE DEFORMED GRADE 60.

AT FURRED SPACES & AT FLOOR/CEILING LEVELS SO THAT NO 5. FIRE STOPS SHALL BE PLACED IN ALL CONCEALED SPACES IN WALLS,

MEMBERS AND BUTT ALONG THEIR CENTER LINES WITH PANEL EDGES STAGGERE 4. ROOF AND FLOOR PLYWOOD SHEATHING PANEL EDGES SHALL BEAR ON FRAMING

2. ALL BEARING STUD WALLS TO BE 2X's @ 16" O.C. INTERIOR AND EXTERIOR

1. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS

2. ROOF PLYWOOD SHALL BE NAILED W/ 8d @ 16" O.C., EDGES, BEARING & BOUNDAR

SPAN INDEX RATIO 32/16 W/ STAMP OF APPROVED TESTING AGENCY OR ORIENTED 1. ROOF PLYWD. SHALL BE 1/2" STD. GRADE SHEATHING (5-PLY) W/ EXTERIOR GLUE.

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected] 2001 SDSCAD

CONCRETE OR MASONRY GROUT.

STORIES SHALL HAVE AN 8" MIN. STEMWALL.

BELOW ADJACENT FINISHED GRADE FOR DESIGN.

ENGINEER AND RECEIVING APPROVAL FROM LOCAL

ABOVE FINISHED GRADE.

2. SEISMIC ZONE, NO. 3.

P.S.I. FOR QUALITY ONLY.

P.S.I. AT 28 DAYS, 5" MAX. SLUMP.

OTHERWISE NOTED ON THE PLANS.

5. ANCHOR BOLTS SHALL BE A-307 EMBEDDED 7" MIN. INTO

4. CONCRETE DESIGN BASED ON Fc 2000 P.S.F., Fc 2500 LAP 30 DIA. MIN. AT SPLICES OR WELD PER ACI STD.3. REINFORCING TO BE ASTM A615-BARS WITH Fy=60 K.S.I.

2. CONCRETE TO BE ACI 301-66, TYPE II CEMENT, 2500

1. ALL SLABS ARE TO BE 4" CONC. OVER 4" GRAVEL UNLESS

EXISTING GRADE AND TOPS OF STEMS SHALL BE 10" MIN.9. BOTTOM OF FOOTINGS SHALL BE PLACED 30" MIN. BELOW

8. THAT PORTION OF THE FOUNDATION WHICH SUPPORTS TWO7. FINISHED FLOOR TO BE 16" MIN. ABOVE LOT'S OUTFALL.

6. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSI AT 2'

BUILDING DEPARTMENT TO CONSTRUCT BUILDING ON SAID

WITH OUT HAVING A SOIL REPORT PREFORMED BY A SOILS5. SOIL SHOULD NOT BE A HIGHLY EXPANSIVE SOIL TYPE MUST BE COMPLETED PRIOR TO FINAL INSPECTION.4. LOT MUST BE GRADED TO INSURE PROPER DRAINAGE. THIS REMOVED FROM THE SOIL IN THE AREA OF THE BUILDING.3. ALL STUMPS ROOTS AND ORGANIC MATTER SHALL BE

1. MAKE SURE SETBACKS ARE IN COMPLIANCE WITH THOSE

1. FASCIA TO BE 2"x 4" DOUGLAS FIR PER DETAIL _____

LENGTH BUY ONE OF THE FOLLOWING:

HEADER SIZE TABLE UNLESS OTHERWISE NOTED.

AND ROOF DEAD LOAD OF 15 P.S.F.

JOISTS, RAFTERS, OR TRUSSES.

OR RAFTER TO WALL CONNECTION.

THE TRUSS MANUFACTURE'S ENGINEER.

5' + TO 7'-0" SPAN 2-2x8's 3' + TO 5'-0" SPAN 2-2x6's 2'-0" TO 3'-0" SPAN 2-2x4's HEADER SIZES (TWO STORY CONSTRUCTION) 10' + TO 12'-0" SPAN 2-2x12's 8' + TO 10'-0" SPAN 2-2x10's 6' + TO 8'-0" SPAN 2-2x8's 4' + TO 6'-0" SPAN 2-2x6's 2'-0" TO 4'-0" SPAN 2-2x4's HEADER SIZES (SINGLE STORY CONSTRUCTION)

7' + TO 8'-0" SPAN 2-2x10's

FOLLOWING TABLE UNLESS OTHERWISE NOTED.

GENERAL FRAMING: (DOUGLAS FIR)

SHALL BE 1 1/2" MIN. THICKNESS AND FULL DEPTH OF

AT EACH END OF BUILDING AND AT LEAST EVERY 25' OF2. BRACE ALL EXTERIOR WALLS AND CROSS-STUD PARTITIONS

1. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE

9. PLYWOOD ROOF DECKING TO BE 1/2" THICK, 24/0, CDX

8. BASIS OF DESIGN ROOF LIVE/SNOW LOAD OF 37 P.S.F.,


AND TRUSSES OVER ALL BEARING WALLS. SUCH BLOCKING6. SOLID BLOCKING REQUIRED BETWEEN JOISTS, RAFTERS,

5. USE SIMPSON H-1 HURRICANE ANCHORS AT EACH TRUSS

4. TRUSSES ARE TO BE AN APPROVED TRUSS DESIGN FROM3. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS.2. FOR SOFFIT SIZE SEE DETAIL _____ SHEET _____.

FURRED SPACES, SOFFITS, DROP CEILINGS, COVE

LEVELS WITH APPROVED NONCOMBUSTIBLE MATERIALS. CHIMNEYS, AND FIREPLACES AT CEILING AND FLOOR

ETC. FIRESTOPPING SHALL CONSIST OF 2" NOMINAL OF RUN, BEARING WALLS AND CEILING JOIST LINES, CEILINGS, STAIR STRINGERS AT TOP AND BOTTOM

AT EACH END AND 1-8d NAILS AT EACH STUD.

A. FIREBLOCK STUD SPACES OVER 10' IN HEIGHT,

WEATHER, I.E. ROOF OVERHANGS.4. CDX PLYWOOD IS NOT APPROVED WHERE EXPOSED TO

B. FIRESTOP OPENINGS AROUND VENTS, PIPES, DUCTS,

A. SIMPSON WB 126 WALL BRACING WITH 3-16d NAILS

B. PLYWOOD SHEATHING OF A MINIMUM THICKNESS OF

3. FIRE STOPPING:

3/8 INCH.

LUMBER

WOODS AND PLASTICS:

OF 7/16 WAFFER.

SHEET _____.

CONCRETE:

ROOF FRAMING:

TYPE SOIL.

SITE WORK:

SHOWN ON PLANS.

LIVING ROOM, AND IN EVERY BEDROOM.

ALONG WALL LINE AND AT ANY WALL OVER 24" WIDE IN12. MAXIMUM SPACING OF OUTLETS SHALL NOT EXCEED 12 FT. THOSE FOR THE REF'G., RANGE, DISP., DISHWASHER.11. ALL OUTLETS IN KITCHEN ARE TO BE AT +44" EXCLUDING

14. PROVIDE A VENTILATION FAN CAPABLE OF PRODUCING A

13. INSTALL LIGHT IN WALK-IN CLOSET 18" MIN. HORIZ. ALL ROOMS EXCEPT KITCHEN, BATH, UTILITY, GARAGE.

1210(A) U.B.C. AND LOCAL BUILDING CODES IN EVERY15. PROVIDE SMOKE DETECTOR ALARM CONFORMING TO SEC. ROOMS WITHOUT THE REQUIRED WINDOW VENTILATION. CHANGE OF AIR EVERY 12 MINUTES FOR BATH OR UTILITY

10. BOTTOM HALF OF OUTLET CONTROLLED BY SWITCH WHEN TERIOR, GARAGE, KITCHEN AND BATHROOM OUTLETS.9. INSTALL GROUND FAULT CURRENT INTERRUPTER ON EX-

CLEARANCE WIDTH 20" MIN. PER SEC.1204 CURRENT U.B.C..

3. ALL EXTERIOR DOORS TO BE SOLID CORE.

4. DOOR OPENING INTO THE GARAGE FROM THE LIVING

5.7 SQ. FT. MIN., CLEARANCE HEIGHT OF 24" MIN.,

QUARTERS TO BE SOLID CORE AND EQUIPPED WITH A SELF

PANELS AND ALL GLASS WITHIN 18" OF FLOOR OR 12" OF

2. ALL INTERIOR DOORS TO HAVE BASE BOARD TYPE DOOR

HUMAN IMPACT SHALL BE TEMPERED GLASS AND COMPLY ANY DOOR AND SIMILAR GLAZED OPENINGS SUBJECT TO

5. FRAMELESS GLASS DOORS, GLASS IN DOORS, FIXED GLASS

FLOOR. SUCH WINDOWS SHALL HAVE A CLEAR OPENING OF1. ALL BEDROOM WINDOWS TO BE 44" MAX. OFF OF FINISHED

WITH SEC. 5406 CURRENT U.B.C..

CLOSING DEVICE.

STOPS (HINGE TYPE OPTIONAL).

DOORS, WINDOWS, AND GLASS:

BEDROOM AND ON EACH FLOOR.

SHOWN.

FROM ANY SHELF.

3. 5/8" DRYWALL IS REQUIRED AT STAIRWAYS WALLS,

4. 5/8" DRYWALL ON CEILING (TYPE "X") OF GARAGE AND

2. INTERIOR WALL TO HAVE 1/2" DRYWALL TEXTURED AS TOWEL FINISH OR AS DIRECTED BY OWNER / BUILDER.1. FINISHED CEILINGS TO HAVE 1/2" DRYWALL W/ SKIP

TIGHT PAN IS REQUIRED PER U.M.C. SEC. 1202.

7. USE TYPE "WR" SHEETROCK AS BACKING AT ALL SHOWER

3. ALL MASONRY MATERIALS USED MUST COMPLY WITH

2. BRICK VENEER SHALL BE FASTENED TO WALL PER SEC.

1. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C.

TO A HEIGHT OF 70" ABOVE FLOOR DRAIN. (SEC.5406 LOCATIONS ALONG WITH CERAMIC TILE OR APPROVED EQUAL

6. DRYWALL SHALL BE NAILED 4" O.C. AT EDGES & 6" O.C.

5. USE 5/8" SHEET ROCK ON CEILING WHERE SUPPORTED AT

10. MAIN PLUMBING STACKS SHALL RUN UNDIMINISHED IN

2. PROVIDE EXHAUST FAN AT BATHROOM AND AT THE KITCHEN

SECOND FLOOR AN EXTRA CORROSIVE RESISTANT WATER 1. FOR A/C UNITS INSTALLED EITHER IN ATTIC OR ON

CENTER TO A VERTICAL SURFACE (SEC. 907(C) U.P.C.11. TOILETS TO BE SET WITH A MIN. OF 15" FROM ITS MAIN DRAIN TO THE OPEN AIR ABOVE THE ROOF. SIZE (3" MIN.) AND DIRECT AS POSSIBLE FROM THE

9. PROVIDE HOT WATER RELIEF VALVE FOR WATER HEATER

8. USE ABS FOR WASTE AND VENT PIPING AND COPPER FOR

7. ALL SHOWER HEADS ARE TO BE INSTALLED AT 6'-6" ABOVE

EQUIPMENT EXCEPT THAT RAW WATER LINES SHALL BE 5. PLUMBING SHALL BE DESIGNED FOR WATER SOFTENING

THE CONTRACTOR SHALL CONDUCT AN OPERATION TEST FOR4. AFTER THE PLUMBING SYSTEM INSTALLATION IS COMPLETED

3. ALL EQUIPMENT TO BE NEW AND OF EQUAL QUALITY AS

2. INSTALL APPROVED AIR-GAP FITTINGS ON DISCHARGE SIDE

1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF WATER,

8. PREWIRE FOR T.V., TELEPHONE IN KITCHEN, FAMILY ROOM, AND A MINIMUM OF TWO 20 AMP CIRCUITS TO KITCHEN.7. PROVIDE 20 AMP CIRCUITS TO FAMILY AND DINING ROOM,6. PROVIDE SEPARATE 20 AMP CIRCUITS TO WASHER. 120/240 VOLT, 1 PHASE RAINTIGHT, UNDERGROUND.5. ELECTRICAL SERVICE IS TO BE 100 AMP SERVICE, 4. PROVIDE MAIN JUMPING BOND WITH #4 BARE COPPER.3. BOND INTERIOR PIPING SYSTEM WITH #8 BARE COPPER.

2. PROVIDE 20 FT. OF NO. 4 COPPER WIRE AS GROUND 1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF LINES.

SMOOTHLY CLOSED AND OPENED BY THE HOME OWNER.5. ALL DUCT REGISTERS TO BE OPERABLE AND ABLE TO BE

4. FURNACE SYSTEM AND INSTALLATION OF FURNACE TO 3. DUCTWORK SHALL COMPLY WITH CH. 10 OF CURRENT U.B.C.

3006.1, CURRENT U.B.C.

JOIST TO BEARING WALL CONNECTION.

AND FLOOR DEAD LOAD OF 15 P.S.F.

HEADER SIZE TABLE UNLESS OTHERWISE NOTED.

THICKNESS AND FULL DEPTH OF JOISTS.

8. JOIST HANGERS TO BE SIMPSON U210 OR EQUAL UNLESS

3. USE SIMPSON H 2.5 HURRICANE ANCHORS AT EACH FLOOR

7. FLOOR DECKING TO BE 3/4" THICK T & G WAFER BOARD.

WALLS, AND MIDSPANS SUCH BLOCKING SHALL BE 2" MIN.


6. BASIS OF DESIGN: FLOOR LIVE LOAD OF 40 P.S.F.,

4. SOLID BLOCKING BETWEEN JOISTS OVER ALL BEARING

2. HANDRAIL/GUARDRAILS FINAL STYLE, MATERIAL AND

1 1/8" MIN., 3-2x12 STRINGERS REQUIRED, 2x12

1. STAIRS TO BE CONSTRUCTED WITH THE FOLLOWING

RUN, MINIMUM HEAD CLEARANCE 6'-8".

4. HANDRAILS TO BE 34"-38" ABOVE TREAD NOSING.3. GUARDRAILS TO BE 42" HIGH MIN. FROM FLOOR.

WAFFER BOARD WITH FOUR NAILS EACH.

SHEETROCK (SEC. 1712(B)3, CURRENT U.B.C.). INSUL. BD. FROM ATTIC WITH 1 LAYER OF 1/2"

BUILDING ENVELOPE, I.E., HOLES DRILLED IN TOP

9. DOUBLE JOISTS AND OR DOUBLE BLOCKING AT ALL

MENTAL PATTERN SUCH THAT A SPHERE 4" ROUND CANNOT

COLOR TO BE OWNER'S CHOICE. DESIGN TO BE PER U.B.C.

(C) CURRENT U.B.C.. ATTICS SHALL BE PROVIDED WITH AN

2. R-38 INSULATION IN CEILING AND R-19 INSULATION IN

APPROVED BLACK INSUL. BD. OR SEPARATE POLYSTRENE ATTIC. REPLACE POLYSTRENE INSUL. BD. AT ATTIC WITH

ACCESS OPENING 22"x30" WITH MIN. HEAD ROOM ABOVE

VENTS SHALL PROVIDE AIR INTAKE TO MEET SEC. 3205 HAVE CLEAR CROSS-VENTILATION AREAS TO THE OUTSIDE.4. ENCLOSED ATTICS AND SPACES BETWEEN RAFTERS SHALL

PLATES AROUND WINDOWS, DOORS, SERVICE ENTRANCE

3. INSTALL CAULKING COMPOUND AT ALL PENETRATIONS IN

5. POLYSTRENE INSUL. BD. SHALL NOT BE EXPOSED TO

7. PREFERRED STAIR REQUIREMENTS: RISE 7" TO 7 1/2",

5. OPEN RAILING TO HAVE INTERMEDIATE RAILS OR ORNA-

BLOCKING, 3/4" WAFER BOARD RISERS AND 2x6 LEDGER.

EXPANSION TYPE ANCHOR BOLTS, 2x12 TREADS NOSING MATERIALS: 2x6 KICK PLATE ANCHOR TO CONCRETE WITH

RUN 11" TO 12", MINIMUM HEAD CLEARANCE 7'-0".

6. MINIMUM STAIR REQUIREMENTS: MAX. 8" RISE, MIN. 9"

1. ASPHALT SHINGLES OVER TYPE 30 FELT OVER 7/16" MIN.

ACCESS OPENING OF 30".

PANEL.

PASS THOROUGH.

EXTERIOR WALLS.

THERMAL AND MOISTURE PROTECTION:

INTERIOR WALLS.

STAIRS:

1994.

OTHERWISE NOTED.

CLIMATE CONTROL:

ELECTRICAL SYSTEMS:

ELECTRODE INFOUNDATION FOOTING.

& SEC. 511(A) CURRENT U.B.C.)

COMPY WITH CHAPTER 7 OF CURRENT U.B.C.

WHERE SHOWN ON THE PLANS.

PLUMBING:

FINISHED FLOOR OF SHOWER OR TUB.

PROVIDED TO OUTSIDE HOSE BIBS.

WATER PIPING.

AND DRAIN.

SECTION 2403 CURRENT U.B.C.

SPECIFIED.

OF DISHWASHER.

GAS AND SEWER LINES.

APPROVAL.

6. SHEAR WALL TO BE 3/8" CDX PLYWOOD APPLIED 4" STUDS AT 16" O.C. WITH DOUBLE TOP PLATE.

16" O.C. UNLESS OTHERWISE NOTED.

GRADE Fb 1450 OR BETTER UNLESS OTHERWISE NOTED.8. FRAMING LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION

SPECS. AND BEAR APPROVAL STAMP ON ALL PIECES IN

BE 2"X 4" STUDS AT 24" O.C. AND AT BEARING WALLS 2"x O.C.. INTERIOR WALL FRAMING AT NON-BEARING WALLS TO

12. USE REDWOOD OR PRESSURE TREATED SOLE PLATES AT ALL

11. STRUCTURAL GLUED LAMINATED TIMBERS TO BE STAMPED BY 10. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES.

2. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS.

1. ALL FLOOR JOIST TO BE DOUGLAS FIR #2 OR T.J.I. @

9. NAILING TO BE PER CURRENT U.B.C. UNLESS OTHERWISE

7. ALL STRESS GRADE LUMBER SHALL COMPLY WITH WCLA

5. EXTERIOR WALL FRAMING TO BE 2"x 6" STUDS AT 16"

EXTERIOR WALLS.

FLOOR FRAMING:

AN APPROVED AGENCY.

NOTED.

HORIZONTALLY.

PLACE.

CURRENT U.B.C.)

CEILING AND UNDER STAIRS.

24" ON CENTER.

FINISHES:

MASONRY:

DIRECTED BY OWNER / BUILDER.

WALLS OF GARAGE ADJACENT TO LIVING AREA.

IN THE FIELD OF EACH SHEET.

FOR ALL MASONRY WORK.

36 x 48 barn - sdscad gn8 211 7/8 high walsiding-4 12ft 10 gn9 2 heated ceiling area 852sqft 11 gn10...

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