14' x 24' Garage Plan
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1 14' x 24' Garage Plan SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002
2 14'-0" (vert)-g 24'-0" 12 in 12 GARAGE 13'-4" x 23'-4" 12 in '-0" 3'-0" 2'-0" 24'-0" (vert)-g '-0" 8'-0" 3'-0" 14'-0" 14' x 24' Garage Plan SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002
3 Elevation Views Scale 1/4"=1' 14' x 24' Garage Plan SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002
4 14' x 24' Garage Plan SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002
5 12/12 Pitch Typical 2 x 4 Construction Walls 16" O.C. Rafters 24" O.C. See Typical Wall Section for Details Framing Details Scale 1/8"=1' 14' x 24' Garage Plan SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002
6 (vert)-g 12 in in 12 (vert)-g Roof Framing Plan Scale 1/4"=1' 2"x6" Rafters and Ridge Board with Simpson fastners on top and bottom connections. or can use appropriate pre engineered truss. See typical sections and details for more specifications. 14' x 24' Garage Plan SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002
7 14'-0" 24'-0" 24'-0" Foundation Details Scale 1/4"=1' 14'-0" 14' x 24' Garage Plan SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002
8 1/2" ANCHOR BOLTS 6' O.C. 4" CONCRETE FLOOR W/ WIRE MESH VAPOR BARRIER 4" GRAVEL BASE GRADE 6" 36" 8" POURED CONCRETE W/ VERTICAL REINF (IF REQUIRED) DAMP PROOFING (TO GRADE) 8" X 20" CONT. CONCRETE FOOTING RE-BAR (2) FOUNDATION - FROST (SLAB) - POURED CONC. BLK.8" X 34" 1/2" ANCHOR BOLT 6' O.C. 4" CONCRETE SLAB W/ WIRE MESH 6" MIN. GRADE 12" X 18" CONT. CONCRETE FOOTING REBAR (2) PERIMETER VAPOR BARRIER 4" GRAVEL BASE MONOLITHIC SLAB ON GRADE SINGLE POUR CORNER INSTALLATION ONE #4 REBAR IN SHEAR CONE 12" MINIMUM REBAR LENGTH Foundation details may vary depending on your local building conditions and codes. Consult a contractor or local building department to ensure proper techniques for your areas building codes. 2 x EMBEDMENT LENTH + 12" MINIMUN REBAR LENGTH 30" MINIMUM REBAR LENGTH Simpson Strong-Tie CORNER DISTANCE FROM EDGE OF STRAP TO CORNER HPAHD HPAHD_2.PL1 Simpson Strong-Tie HPAHD22 HPAHD_1.PL1 Foundation Details Details and Specifications Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address sdscad@pcu.net 1
9 ROOFING AND ROOF SHEATHING 12 4 ALTERNATIVE FRIEZE BLOCK W/SCREENED VENT LOCATION FRIEZE BLOCK W/SCREENED VENT TRIM CONTINUOUS FASCIA EXPOSED RAFTER TAIL STUD WALL WITH SHEATHING AND FINISH H10 H5 LTS12 SP2 SP4 H2.5 Eave and Truss Detail Details and Specifications Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address sdscad@pcu.net 2
10 3'-0" 1'-6" 2'-6" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 7'-0" Cabinet details - Scale 1/4"=1' UDR2484 UDR2484 Optional Cabinets BDR2436 BDR2436 BDR2436 BDR2436 WR2430 WR2430 WR2430 WR2430 Cabinet Details Details and Specifications Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address sdscad@pcu.net 3
11 GENERAL NOTES: 2. VERIFY ALL DIMENSIONS PRIOR TO STARTING THE WORK. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUB-CONTRACTORS PRIOR TO CONSTRUCTION. 4. CONNECT WATER, GAS, ELECTRIC LINES TO EXISTING UTILITIES IN ACCORDANCE WITH LOCAL CITY BUILDING CODES. SOIL: 1. ALLOWABLE SOIL PRESSURE P.S.F. MINIMUM MIN. FTG. DEPTH PER DETAILS. CONCRETE: 1. FOUNDATIONS DAYS. TYPE II CONC. 5 BAG. 3. PROVIDE CONSTRUCTION 400 SQ. FT. MAXIMUM. 4. WALKS AND DRIVES DAYS, NO FLY ASH. STRUCTURAL STEEL: 2. BOLTS - ASTM A-307. LATEST AISC AND AWS CODES APPLY. ALL CONST. PER LATEST AISC HANDBOOK. MIN. EMBEDMENT OF ALL BOLTS IN MASONRY, GROUT OR CONC. TO BE 7". 3. ALL EXPANSION BOLTS TO BE "WEDGIT", RAM-SET, OR RED HEAD PHILLIPS (I.C.B.O. APPROVED) TYPE WITH A 360 EXPANSIVE WEDGING ACTION. 4. SEE DETAILS FOR SIZE. WELDING: STRUCTURAL 1. COMPLY WITH ALL APPLICABLE STATE, COUNTY AND LOCAL BUILDING CODES, ORDINANCES AND REGULATIONS PERTAINING TO THIS CONSTRUCTION. 2. PROVIDE TERMITE PROTECTION OVER A.B.C. PER GOVERNMENTAL REGULATIONS. 2. FLOOR SLABS DAYS. MAX. SLUMP = 3", NO FLY ASH 1. ASTM A-36, Fy = 36 KSI, STRUCTURAL TUBES SHAL BE ASTM A-500 (Fy-46KSI) 1. E70xx LOW HYDROGEN RODS LUMBER: 1. ALL SAWN LUMBER SHALL BEAR STAMP OF WWPA OR APPROVED TESTING AGENCY. 2. ROOF JOISTS, FLOOR JOISTS, BEAMS, LEDGERS AND PLATES TO BE DOUGLAS FIR #2 OR BETTER. 3. STUDS TO BE HEMLOCK FIR, STUD GRADE OR APPROVED EQUAL. TRUSSES: 1. TO BE MANUFACTURED BY CITY AND STATE APPROVED FABRICATOR. (AS REQ'D. BY GOVERNING MUNICIPALITY). Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address sdscad@pcu.net
12 NAILING SCHEDULE: 1. STUD TO SOLE PLATE END NAIL2-16d 2. DOUBLED STUDS FACE NAIL 24" O.C. 3. DB. TOP PLATE FACE NAIL 16" O.C. 4. TOP PLATE TO STUD END NAIL W/ 2-16d 5. HEADER TO STUD 3-16d 6. ALL OTHER NAILING SHALL BE PER U.B.C. TABLE 25-Q UNLESS OTHERWISE NOTED 7. EXTERIOR SIDING SHALL BE NAILED TO FRAMING WITH 6d 6" EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. PLYWOOD: 1. ROOF PLYWD. SHALL BE 1/2" STD. GRADE SHEATHING (5-PLY) W/ EXTERIOR GLUE. SPAN INDEX RATIO 32/16 W/ STAMP OF APPROVED TESTING AGENCY OR ORIENTED STRAND BOARD NER ROOF PLYWOOD SHALL BE NAILED W/ 16" O.C., EDGES, BEARING & BOUNDAR & 12" O.C. INTERMEDIATE. FRAMING: 1. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. 2. ALL BEARING STUD WALLS TO BE 16" O.C. INTERIOR AND EXTERIOR AS NOTED ON PLANS. 3. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES. 4. ROOF AND FLOOR PLYWOOD SHEATHING PANEL EDGES SHALL BEAR ON FRAMING MEMBERS AND BUTT ALONG THEIR CENTER LINES WITH PANEL EDGES STAGGERE AND FACE GRAIN PERPENDICULAR TO SUPPORT. 5. FIRE STOPS SHALL BE PLACED IN ALL CONCEALED SPACES IN WALLS, AT FURRED SPACES & AT FLOOR/CEILING LEVELS SO THAT NO CONCEALED SPACE EXCEEDS TEN FEET. REINFORCING STEEL: 1. ASTM A FY = 60 KSI. 2. STEEL REINFORCING BARS SHALL BE DEFORMED GRADE 60. LAP VERTICAL BARS A MIN. OF 36 BAR DIAMETERS. TIE W/ APPROVED WIRE TIES. Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address sdscad@pcu.net
13 ID Sub Flr Size Item Count Un 1 General 2 GN high wall Foundation 8" Concre 74 ft 3 GN /8 high wall Siding-4 75 ft 4 GN3 1 heated ceiling area 336 sqft 5 GN /4 high wall Siding-4 27 ft 6 Subtotal: 7 Foundation 8 FO1 0 8" thick Concrete Concrete 3.62 cuyd 9 FO2 0 2x6" treated mud sill 74 ft 10 FO3 0 1/2x6" foam sill seal 74 ft 11 FO4 0 foundation bolts FO5 0 16x8"h concrete footing 2.42 cuyd 13 FO6 0 no. 4 rebar (footing) 163 ft 14 FO7 0 no. 4 horiz. rebar (wall) 488 ft 15 FO8 0 no. 4 vert. rebar (wall) 152 ft 16 FO sq ft concrete slab 3.54 cuyd 17 FO sq ft steel mesh for slab 287 sqft 18 Subtotal: 19 Subfloor 20 SF1 1 2x6"-14' ceiling joists - lumber Framing 23 F1 1 2x4-16ft+ fir plate 225 ft 24 F2 1 2x4"-92 5/8" fir stud F3 1 2x4"-5 7/8" fir stud 2 26 F4 1 2x7-16ft+ header - lumber 7 ft 27 F5 1 2x4-16ft+ fir stud stock 28 ft 28 F6 1 2x9-16ft+ header - lumber 17 ft 29 F7 2 2x4-16ft+ fir plate 76 ft 30 F8 2 2x4-16ft+ fir stud stock 88 ft 31 Subtotal: 32 Siding 33 S1 1 7" wide Siding Wood Cream 1032 ft 34 S2 1 4x8x5/8 Sheet Plywood-hrz S3 1 house wrap 592 sqft 36 S4 2 7" wide Siding Wood Cream 184 ft 37 S5 2 4x8x5/8 Sheet Plywood-hrz 3 38 Subtotal: 39 Ext Trim 40 EX1 1 1x5-36" 1 41 EX2 1 1x4-16ft+ ext. door casing 18 ft 42 EX3 1 5 in ext. door jamb 18 ft 43 EX4 1 1x4-16ft+ garage door casing 24 ft 44 EX5 1 5 in garage door jamb 24 ft 45 Subtotal: 46 Roofing 47 R1 1 2x8"-16'+ ridge board - lumber 26 ft 48 R2 1 2x6"-12' rafters - lumber R3 1 2x8"-26' rafters - lumber 2 50 R4 1 2x8"-12' rafters - lumber 4 51 R5 1 4x2"-16'+ rafters - lumber 34 ft 52 R6 1 ridge cap 26 ft 53 R7 1 Roofing Dimensional 588 sqft 54 R8 1 4x8' sheets roof sheathing R9 1 2x8" gable fascia 46 ft 56 R10 1 2x8" eave fascia 52 ft 57 R11 1 metal drip edge 98 ft
14 ID Sub Flr Size Item Count Un 58 R12 1 gutter 52 ft 59 R13 1 downspout 2 60 Subtotal: 61 Insulation 62 IN1 1 12x24x48" batts ceiling insulation Wall Brd 65 WB1 0 4x8'-1/2" ceiling wall board 9 66 WB2 1 4x8x1/2 Sheet Sheetrock WB3 1 4x8'-1/2" ceiling wall board WB4 2 4x8x1/2 Sheet Sheetrock 3 69 Subtotal: 70 Doors 71 D1 1 36x80x1 3/4R ext D2 1 96x84 garage 1 73 Subtotal: 74 Int Trim 75 T1 1 1x2-16ft+ interior casing 17 ft Electrical 78 E1 1 wall mount Duplex 5 79 E2 1 wall mount Single Pole 2 80 E3 1 wall mount Porch Lantern 1 81 E4 1 ceiling mount Half Dome 2 82 Subtotal: Total:
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