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