E-Blueprints. Shed WorkShop Loft 20' x 20' 800 sq. feet Shed Roof 2 x Framed Walls 8' Doors 8' ceiling Height E-BLUEPRINTS C ABINS G ARAGES
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1 SDS-CAD - Specialized Design Systems E-BLUEPRINTS C ABINS G ARAGES Shed WorkShop Loft 20' x 20' 800 sq. feet Shed Roof 2 x Framed Walls 8' Doors 8' ceiling Height E-Blueprints UP 2x12 joists 16" OC SDS- CAD SDS-CAD - Specialized Design Systems 5481 West 2000 South Mendon, Utah Phone: Fax: sdscad@pcu.net
2 SDS-CAD Specialized Design Systems Copyright ' x 20' Shed Studio Garage Page 1
3 20'-0" UP 2x12 joists 16" OC 3'-0" 13'-0" 3'-0" 4'-0" 20'-0" 3'-0" 20'-0" 14'-0" 6'-0" 8'-0" 6'-0" 20'-0" scale 1/4"=1' Floor Plan SDS-CAD Specialized Design Systems Copyright ' x 20' Shed Studio Garage Page 2
4 20'-0" 3'-0" 3'-0" 20'-0" 20'-0" 14'-0" 4'-0" 3'-0" 6'-0" 3'-0" 4'-0" 20'-0" scale 1/4"=1' Loft Floor Plan SDS-CAD Specialized Design Systems Page 20' x 20' Shed Studio Garage Copyright
5 2/12 Pitch Roof Left Side Elevation 1/8"=1' Right Side Elevation 1/8"=1' Ashphalt Shingles Wood Siding Front Elevation 1/8" = 1' Rear Elevation 1/8"=1' Elevations SDS-CAD Specialized Design Systems Copyright ' x 20' Shed Studio Garage Page 4
6 Front Wall Framing Detail Scale 1/8"=1' Back Wall Framing Detail Scale 1/8"=1' Right Wall Framing Detail Scale 1/8"=1' Left Wall Framing Detail Scale 1/8"=1' See structural notes for framing sizes and materials used. Shown on slab foundation but could be placed on other foundations see details. Framing Details SDS-CAD Specialized Design Systems Copyright ' x 20' Shed Studio Garage Page
7 Stair Specifications 15 Risers 7 1/4" Riser Height 10" Tread Width 39" Stair Width 32" Handrail Height 4" Max Distance between Balisters Fastened with Anchor Bolts at Bottom to 4' x 8' x 4" Cement Pad 3-2" x 12" Stair Stringers Roof joists to be TJI 11 7/8" x 1 3/4" Min that are 16" O.C. For SNOW AREA Roof joists to be TJI 9 1/2" x 1 3/4" Min that are 16" O.C. For NON SNOW AREA These are UBC Minimums but may need engineered for your local area's code Ceiling joists to be TJI 11 7/8" x 1 3/4" Min that are 16" O.C. SDS-CAD Specialized Design Systems Copyright ' x 20' Shed Studio Garage Page
8 20'-0" 20'-0" Slab Foundation See details SDS-CAD Specialized Design Systems Copyright ' x 20' Shed Studio Garage Page
9 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
10 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
11 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
12 Brick vaneer R-max insulating sheathing or 1/2" plywood 2" x 4" 16" oc simpson or equal m.a.b. anchor 3'6" oc & wind straps per code fin. grade slope to drain fill (2) #4 rebar contin. footing 1'6 tall 1'4 wide MONOLITHIC SLAB with Brick Option 1/2" gypsum wall board optional R-11 batt insulation optional base conc, slab 3000 psi, 4" min. 6-6#10 w.w. mesh finished floor level 6 mil poly compacted fill conc. footing (3000 psi) undisturbed soil
13 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
14 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
15 ID Sub Flr Size Item Count Un 1 General 2 GN /8 Siding-6 79 ft 3 GN2 1 heated roof area 406 sqft 4 GN Siding-6 79 ft 5 GN4 2 heated wall area 426 sqft 6 GN5 2 heated glass area 27 sqft 7 GN6 2 heated door area 18 sqft 8 GN /16 Siding-6 20 ft 9 GN /16 Siding-6 39 ft 10 Subtotal: 11 Foundation 12 FO sq ft concrete slab 4.93 cuyd 13 FO sq ft steel mesh for slab 400 sqft 14 FO3 1 2x6" treated mud sill 80 ft 15 FO4 1 1/2x6" foam sill seal 80 ft 16 FO5 1 foundation bolts FO6 1 16x4"h concrete footing 1.23 cuyd 18 Subtotal: 19 Subfloor 20 SF1 2 4x8'x3/4" sheets floor sheathing SF2 2 2x12"-16'+ rim joists - I-joist 25 ft 22 SF3 2 2x12"-14' rim joists - I-joist 1 23 SF4 2 2x12"-20' rim joists - I-joist 3 24 SF5 2 2x12"-20' floor joists - I-joist SF6 2 2x12"-24' floor joists - I-joist 3 26 Subtotal: 27 Framing 28 F1 1 2x6-16ft+ fir plate 238 ft 29 F2 1 2x6"-92 5/8" fir stud F3 1 2x6-16ft+ fir stud stock 50 ft 31 F4 1 2x7-16ft+ header - lumber 14 ft 32 F5 1 2x9-16ft+ header - lumber 17 ft 33 F6 1 2x6"-5 7/8" fir stud 2 34 F7 2 2x6-16ft+ fir plate 242 ft 35 F8 2 2x6-16ft+ fir stud stock 307 ft 36 F9 2 2x4-16ft+ fir stud stock 9 ft 37 F10 2 2x7-16ft+ header - lumber 20 ft 38 F11 2 2x6" /16" fir stud F12 2 2x6"-67 1/2" fir stud F13 3 2x /16" Fir Stud 16" OC F14 3 2x6-16ft+ fir plate 176 ft 42 F15 3 2x6-16ft+ fir stud stock 64 ft 43 Subtotal: 44 Siding 45 S1 1 8" wide Siding Vertical Gray 858 ft 46 S2 1 4x8x5/8 Sheet Plywood-hrz S3 1 house wrap 661 sqft 48 S4 2 8" wide Siding Vertical Gray 749 ft 49 S5 2 4x8x5/8 Sheet Plywood-hrz S6 2 house wrap 1344 sqft 51 S7 3 8" wide Siding Vertical Gray 193 ft 52 S8 3 4x8x5/8 Sheet Plywood-hrz 5 53 Subtotal:
16 ID Sub Flr Size Item Count Un 54 Ext Trim 55 EX1 1 1x4-16ft+ exterior sill 4 ft 56 EX2 1 1x4-16ft+ ext. window casing 14 ft 57 EX3 1 1x4-16ft+ garage door casing 24 ft 58 EX4 1 7 in garage door jamb 24 ft 59 EX5 1 1x7-36" door threshold 1 60 EX6 1 1x4-16ft+ ext. door casing 18 ft 61 EX7 1 7 in ext. door jamb 18 ft 62 EX8 2 1x7-36" door threshold 1 63 EX9 2 1x4-16ft+ ext. door casing 17 ft 64 EX in ext. door jamb 17 ft 65 EX11 2 1x4-16ft+ exterior sill 8 ft 66 EX12 2 1x4-16ft+ ext. window casing 27 ft 67 Subtotal: 68 Roofing 69 R1 1 Roofing Dimensional Comp. 490 sqft 70 R2 1 4x8' sheets roof sheathing R3 1 2x10" 16" OC rafters - fir 457 ft 72 R4 1 2x8" gable fascia 45 ft 73 R5 1 2x8" eave fascia 44 ft 74 R6 1 metal drip edge 89 ft 75 R7 1 gutter 44 ft 76 R8 1 downspout 2 77 R9 2 2x8"-16'+ ridge board - I-joist 22 ft 78 R10 2 2x10"-23' rafters - I-joist R11 2 2x8"-22' rafters - I-joist 2 80 R12 2 2x8"-23' rafters - I-joist 2 81 R13 2 4x2"-16'+ rafters - I-joist 22 ft 82 Subtotal: 83 Insulation 84 IN1 1 24x48" batts roof insulation IN2 2 6x16x93" batts wall insulation Subtotal: 87 Flooring 88 FL1 2 Carpet b4 361 sqft 89 FL2 2 4x8' sheets underlayment FL " thick Concrete Concrete 7.77 cuyd 91 Subtotal: 92 Wall Brd 93 WB1 1 4x8x1/2 Sheet Sheetrock WB2 1 4x8'-1/2" wall board WB3 2 4x8x1/2 Sheet Sheetrock WB4 2 4x8'-1/2" wall board WB5 3 4x8x1/2 Sheet Sheetrock 4 98 Subtotal: 99 Windows 100 W1 1 36x54 double hung W2 2 36x54 double hung Subtotal: 103 Doors 104 D1 1 96x84 garage 2-Panel D2 1 36x80x1 3/4R ext. Sunrise Panel D3 2 36x72x1 3/4R ext. Sunrise Panel 1
17 ID Sub Flr Size Item Count Un 107 Subtotal: 108 Int Trim 109 T1 1 1x2-16ft+ window apron 4 ft 110 T2 1 1x2-16ft+ sill 4 ft 111 T3 1 1x2-16ft+ interior casing 30 ft 112 T4 2 1x2-16ft+ interior casing 42 ft 113 T5 2 1x2-16ft+ window apron 7 ft 114 T6 2 1x2-16ft+ sill 7 ft 115 T7 2 1x6-16ft+ base moulding 76 ft 116 Subtotal: 117 Electrical 118 E1 1 wall mount 110V duplex outlet E2 1 wall mount wall switch E3 1 wall mount std light E4 1 ceiling mount std light E5 2 wall mount wall switch E6 2 wall mount std light E7 2 wall mount 110V duplex outlet E8 2 ceiling mount std light Subtotal: 127 Decks-Walks 128 DW1 1 39x11 5/16-1" ext. stair tread DW2 1 2" wide ext. railing 17 ft 130 DW3 1 1" diam. baluster DW treads stair stringer DW /2" wide ext. railing 9 ft 133 DW /2" wide middle rail 9 ft 134 DW /4" diam. baluster DW /2" square half rail post DW /2" square rail post Subtotal: Total:
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