GARAGE MAIN FLOOR PLAN

Residential Design 12'-0" ABWP 3'-0" 3'-6" 3068 ABWP 3032 3'-0" BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND ...
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Residential Design

12'-0"

ABWP

3'-0" 3'-6"

3068 ABWP

3032

3'-0"

BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. GARAGE TO BE BUILT AS PER IRC, UBC OR CURRENT LOCAL CODE

3'-6"

WP

Roll up Steel Door

To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expence and responsibility. The contractor shall verify all dimensions and enclosed drawing. SDSCAD is not liable for errors once construction has begun. While every affort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. All calculations and member sizing should be verified for your building by a certified building official.

6066 ABWP

3'-0"

ABWP

6'-0"

3'-0"

12'-0"

#G441 12' X 20' X 8', Workshop Garage By SDS-CAD Specialized Design Systems

CLIENT DATE

DRWN BY CHK'D BY

Page 1 Page 2 Page 3 Page 4 Page 5 Page 6

Title Main Floor Plan Elevation Views Foundation Plan & Pictorials Framing and Details Detail Page Materials List

30 year dimensional shingles and horizontal siding over structural panel. Nailing schedule is 6" on ends 12" on centers 6d nails. Trusses are engineered trusses 24" o.c. framing is 2" x 4" on 16" centers. 8' ceiling height.

DATE

REVISIONS

SCALE 1/4"=1'

GARAGE MAIN FLOOR PLAN JOB NO.

SHEET NO.

1 OF

@COPYRIGHT SDSCAD Specialized Design Systems

5

P O Box 374 Mendon, Utah - www.sdscad.com - 435-753-1614 - [email protected]

SDS-CAD Specialized Design Systems

20'-0"

BWP

3'-0"

3032

3032

BWP

7'-0"

7'-0"

20'-0"

3'-0"

3'-6"

ABWP ABWP

3'-6"

BWP

BWP

2'-5"

4 /12 PITCH ENGINEERED TRUSS

METAL ROOFING

10'-9"

8'-0"

FC

8' Tall 2 x 4 Walls

2'-0"

FF

4"

CLIENT

FRONT ELEVATION SCALE 1/4"=1'

Grade DEPTH PER CODE

Finish to match Cottage Lap siding with 7" exposure Trim with pine boards Paint to match

DATE

DRWN BY CHK'D BY DATE

REVISIONS

RIGHT ELEVATION

JOB NO.

SHEET NO.

2 OF

@COPYRIGHT SDSCAD Specialized Design Systems

5

P O Box 374 Mendon, Utah - www.sdscad.com - 435-753-1614 - [email protected]

Residential Design

SDS-CAD Specialized Design Systems

LEFT ELEVATION

REAR ELEVATION

Residential Design

FOUNDATION PLAN

CLIENT DATE

SCALE 1/4"=1' DRWN BY

PICTORIAL VIEWS

Concrete: 1. All slabs are to be 4" concrete over 4" gravel unless otherwise noted on the plans. 2. Concrete to be ACI 301-66, Type II cement, 2500 psi at 28 days, 5" maximum slump. 3. If required reinforcing to be ASTM A615-Bars with Fy=60 ksi lamp 30 diameter minimum at splices or weld per ACI Std. 4. Concrete design based on Fc 2000 psf, Fc 2500 psi for quality only. 5. Anchor bolts shall be A-307 embedded 7" minimum into concrete or masonry grout. 6. All footings minimum 24" below final grade 7. Sloped 1" per 10' to door Thickened edge slab 12" x 24"

CHK'D BY DATE

REVISIONS

JOB NO.

SHEET NO.

3 OF

@COPYRIGHT SDSCAD Specialized Design Systems

5

P O Box 374 Mendon, Utah - www.sdscad.com - 435-753-1614 - [email protected]

20'-0"

SDS-CAD Specialized Design Systems

12'-0"

TR-0 ABWP

TR-0

General framing: (Douglas Fir) 3032

3032

TR-0

TR-0

1.

TR-0

BWP

TR-0 BWP

TR-0

3032

TR-0

2.

TR-0

TR-0

ABWP

ABWP

TR-0 ABWP

3.

ABWP

GARAGE ROOF PRE-ENGINEERED TRUSSES AS SUPPLIED BY TRUSS MANUFACTURER 24" o.c. 4. 5.

6. 7.

8' Tall 2 x 4 Walls

8. 9. 10. 11. 12.

Back Wall

Minimum header sizes shall be according to the following table unless otherwise noted. Header sizes (single story construction) 2'-0" to 4'-0" Span 2-2x4's 4' + to 6'-0" Span 2-2x6's 6' + to 8'-0" Span 2-2x8's 8' + to 10'-0" Span 2-2x10's 10' + to 12'-0" Span 2-2x12's or as noted on plan Brace all exterior walls and cross-stud partitions at each end of building and at least every 25' of length by one of the following: a. Simpson WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of 7/16 inch. Fire stopping: a. Fireblock stud spaces over 10' in height, furred spaces, soffits, drop ceilings, cove ceilings, stair stringers at top and bottom of run, bearing walls and ceiling joist lines, etc. Firestopping shall consist of 2" nominal lumber. b. Firestop openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with approved noncombustible materials. CDX plywood is not approved where exposed to weather, i.e., roof overhangs. Exterior wall framing to be 2"x4" studs at 16" o.c. Interior wall, framing at non-bearing walls to be 2"x4" studs at 24" o.c. and at bearing walls 2"x4" studs at 16" o.c. with double top plate. Shear wall to be 7/16" Sheathing, see detail. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted. Nailing to be per current U.B.C. unless otherwise noted. All bearing partitions shall have double top plates. Structural glued laminated timbers to be stamped by an approved agency. Use redwood or pressure treated sole plates at all exterior walls.

SDS-CAD Specialized Design Systems

ABWP

Roof Framing: 1. 2. 3. 4. 5. 6.

Cross Section

7. 8. 9.

Front Wall

WALL FRAMING SECTIONS

Fascia to be 2"x Douglas Fir. For soffit size see details. For spans and dimensions refer to floor plans. Trusses are to be an approved truss design from the truss manufacture's engineer. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection. Solid blocking required between joists, rafters, and trusses over all bearing walls. Such blocking shall be 1 ½" minimum thickness and full depth of joists, rafters, or trusses. Minimum header sizes shall be according to the header size table unless otherwise noted. Basis of design roof live/snow load of 37 psf, and roof dead load of 15 psf. Plywood roof decking to be Min ½" thick, 24/0, CDX or 5/8 wafer.

CLIENT DATE

DRWN BY CHK'D BY DATE

REVISIONS

JOB NO.

SCALE 1/8"=1'

SHEET NO.

4 OF

@COPYRIGHT SDSCAD Specialized Design Systems

5

P O Box 374 Mendon, Utah - www.sdscad.com - 435-753-1614 - [email protected]

Residential Design

BWP

BWP

CORNER DISTANCE FROM EDGE OF STRAP TO CORNER

Simpson Strong-Tie HPAHD

HPAHD straps for all (ABWP) Alternate Braced Wall Panels See additional detail for all (BWP) Braced Wall Panels

WALL FRAMING

SIDING MATERIAL STRUCTURAL PANEL CAN ACT AS SIDING IF OF EXTERIOR GRADE

TYPICAL ALTERNATE BRACED WALL PANEL (ABWP)

10d NAILS @ 6" O.C. AT EDGES & SEAMS AND 10d NAILS @ 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE

TYPICAL BRACED WALL PANEL (BWP)

% MIN. SLOPE GRADE 2

8"

@32" MAX. SPACING. BOLTS SHALL BE EMBEDDED 7" MIN. 4" CONC. SLAB 4" COMPACTED GRAVEL

PRE-ENGINEERED TRUSSES @ 24" O.C.

6" MIN. THICKNESS CONCRETE WALL

12

4

ASPHALT SHINGLES OVER 30# FELT o

12" Min

o

7/16" SHEATHING

Footing and concrete wall option Bottom of footing to be a min of 12" below grade or as required by local code 1/2" ANCHOR BOLT 32" O.C.

SIMPSON H1 TRUSS CLIP 1 x 6 FASCIA 2 x STUD @ 16" O.C. 7/16" MIN STRUCTURAL SHEATHING

4" CONCRETE SLAB

CLIENT DATE

6" MIN.

GRADE 12" X 18" DEEP CONT. CONCRETE THICKENED EDGE SLAB

VAPOR BARRIER 4" GRAVEL BASE

Monolithic slab foundation option

DRWN BY

4" CONC. SLAB

2 x MUDSILL 1/2" x 10" ANCHOR BOLT EMBEDDED 7" INTO CONC.

CHK'D BY DATE

OVER 4" GRAVEL SLOPE TO OUTSIDE

REVISIONS

GARAGE TYPICAL SECTION

JOB NO.

DETAILS SHEET NO.

5 OF

@COPYRIGHT SDSCAD Specialized Design Systems

5

P O Box 374 Mendon, Utah - www.sdscad.com - 435-753-1614 - [email protected]

SINGLE POUR CORNER INSTALLATION

LEAVE 1/4" GAP @ EDGES & 1/8" GAP @ ENDS UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER

SDS-CAD Specialized Design Systems

NOTE: TYPICAL DETAILS FOR CONSTRUCTION TO MEET BUILDING REQUIREMENTS. GARAGES TO BE BUILT AS PER LOCAL CODE REQUIREMENTS

PANEL SHEATHING USED AS CORNER BRACING W/ LONG DIMENSION PARALLEL TO STUDS

Residential Design

CDX PLYWOOD SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERTICAL JOINTS

General GN1 GN2 GN3 GN4

1 1 1 2

96 high wall

Siding-4 heated ceiling area heated floor area 22 13/16 high wall Siding-4

63 240.00 240.00 22

0 0.00 0.00 0

ft sq ft sq ft ft Subtotal:

Foundation FO1 FO2 FO3 FO4 FO5 FO6

1 1 1 1 1 1

240 sq ft 240 sq ft 1/2x6" 16x20"h no. 4

concrete slab steel mesh for slab foam sill seal foundation bolts concrete footing rebar (footing)

2.96 240.00 64 12 4.83 121

0.00 0.00 0 0 0.00 0

cu yd sq ft ft cu yd ft Subtotal:

Framing F1 F2 F3 F4 F5 F6 F7 F8

1 1 1 1 1 1 2 2

2x4-16ft+ 2x4"-91 1/2" 2x4-16ft+ 2x12-16ft+ 2x4"-2 3/4" 2x11-16ft+ 2x4-16ft+ 2x4-16ft+

fir plate fir stud fir stud stock header - lumber fir stud header - lumber fir plate fir stud stock

198 51 104 27 5 13 47 28

0 0 0 0 0 0 0 0

ft ft ft ft ft ft Subtotal:

Siding S1 S2 S3

1 1 2

7" wide 7" wide

Siding Wood White house wrap Siding Wood White

1037 519.00 49

0 0.00 0

ft sq ft ft Subtotal:

Computer generated materials list from the computer model a great place to start with your material requirements.

Ext Trim EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8

0 1 1 1 1 1 1 1

4" thick 1x4-16ft+ 1x4-16ft+ 1x4-16ft+ 5 in 1x5-36" 1x4-16ft+ 5 in

- concrete grey exterior sill ext. window casing garage door casing garage door jamb door threshold ext. door casing ext. door jamb

7.41 11 32 20 20 1 17 17

0.00 0 0 0 0 0 0 0

cu yd ft ft ft ft ft ft Subtotal:

Roofing R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11

1 1 1 1 1 1 1 1 1 1 1

TR-0 165" 2x8"-16'+ 2x7"-22' 2x7"-16'+ 2x4"-16'+

4x8' sheets 2x8" 2x8"

roof truss ridge board - lumber rafters - lumber rafters - lumber rafters - lumber ridge cap Roofing Corrugated Metal roof sheathing gable fascia eave fascia metal drip edge

11 22 2 30 23 22 325.00 11 30 44 74

0 0 0 0 0 0 0.00 0 0 0 0

ft ft ft ft sq ft ft ft ft Subtotal:

Insulation IN1 IN2

1 1

12x24x48" batts 12x16x48" batts

ceiling insulation floor insulation

30 45

0 0 Subtotal:

Wall Brd WB1 WB2 WB3 WB4

1 1 1 2

4'x8'x1/2" 4'x8'x3/4" 4'x8'x1/2"

Sheet Sheetrock Color Bone White Sheet Sheetrock Sheet Sheetrock

16 219.00 7 1

0 0.00 0 0

sq ft

Subtotal: Windows W1 W2

1 2

36x38 14x6

double hung 14x6 Horiz

3 2

0 0 Subtotal:

Doors D1 D2 D3 D4 D5 D6 D7

1 1 1 1 1 1 1

72x78

36x80x1 3/4R

garage 2-Panel Garge Door handle: Lever (decorative) handle: Exterior Handle (ext.) lock: Dead Bolt (interior) lock: Dead Bolt (exterior) hinge: hidden ext. 6-Panel - color white

1 1 1 1 1 3 1

0 0 0 0 0 0 0 Subtotal:

Int Trim T1 T2 T3

1 1 1

1x4-16ft+ 1x4-16ft+ 1x4-16ft+

window apron sill interior casing

11 11 49

0 0 0

ft ft ft

@COPYRIGHT SDSCAD Specialized Design Systems

Subtotal: Electrical E1 E2 E3 E4 E5

1 1 1 1 1

wall mount wall mount wall mount wall mount ceiling mount

Duplex Caged Lantern Single Pole Duplex (weatherproof) - color light gra Half Dome Light - lighting grey

5 3 2 1 2

0 0 0 0 0 Subtotal: Total:

DATE

CLIENT

DRWN BY

CHK'D BY

DATE

REVISIONS

JOB NO.

SHEET NO.

OF

5

SDS-CAD Specialized Design Systems P O Box 374 Mendon, Utah - www.sdscad.com - 435-753-1614 - [email protected]

Residential Design