GARAGE MAIN FLOOR PLAN - SDSCAD

1 REVISIONSDATECHK'D BYDRWN BYDATECLIENTJOB Design Systems@COPYRIGHT SDSCAD Specialized Design SystemsP O Box 374 Mendon, Utah - - 435-753-1614 - Design1007030685030WP2'-0"10'-0"2'-0"14' -0"7'-0"5'-0"7'-0"3'-0"2'-0"24'-0"24'-0" 14'-0"BW PBW PBW PBW PABW PBW PBW PABW PABW PSCALE 1/4"=1' GARAGE main FLOOR PLAN1#G389 14' X 24' X 8', Custom detached garageBy SDS-CAD Specialized Design SystemsPage 1 Title main FLOOR PlanPage 2 Elevation ViewsPage 3 Foundation plan & PictorialsPage 4 Framing and DetailsPage 5 Detail PagePage 6 Materials List30 year dimensional shingles and horizontalsiding over structural panel. Nailing scheduleis 6" on ends 12" on centers 6d nails. Trussesare engineered trusses 24" framing is 2" x4" on 16" centers.

2 8' ceiling the best of my knowledge these plans are drawn to comply with owner'sand/ or builder's specifications and any changes made on them after prints aremade will be done at the owner's and / or builder's expence and contractor shall verify all dimensions and enclosed drawing. SDSCAD isnot liable for errors once construction has begun. While every affort has beenmade in the preparation of this plan to avoid mistakes, the maker can notguarantee against human error. The contractor of the job must check alldimensions and other details prior to construction and be solely responsiblethereafter. All calculations and member sizing should be verified for yourbuilding by a certified building CONTRACTOR/HOME OWNERTO REVIEW AND VERIFY ALL DIMENSIONS,SPECS, AND CONNECTIONS BEFORECONSTRUCTION BEGINS.

3 GARAGE TO BE BUILT AS PER IRC, UBC OR CURRENT LOCAL CODE5 Sample GARAGE plan Plans for as low as $ GARAGE plan Plans for as low as $ 'D BYDRWN BYDATECLIENTJOB Design Systems@COPYRIGHT SDSCAD Specialized Design SystemsP O Box 374 Mendon, Utah - - 435-753-1614 - Design2 FRONT ELEVATIONSCALE1/4"=1'RIGHT ELEVATIONREAR ELEVATION6 /12 PITCHENGINEEREDTRUSSLEFT ELEVATIONA sphalt ShinglesHorizontal SidingOver StructuralPanel8' Tall 2 x Walls5 Sample GARAGE plan Plans for as low as $ GARAGE plan Plans for as low as $ 'D BYDRWN BYDATECLIENTJOB Design Systems@COPYRIGHT SDSCAD Specialized Design SystemsP O Box 374 Mendon, Utah - - 435-753-1614 - Design14'-0"24'-0"3 slabs are to be 4" concrete over 4" gravel unless otherwise noted on the to be ACI 301-66, Type II cement, 2500 psi at 28 days, 5" maximum required reinforcing to be ASTM A615-Bars with Fy=60 ksi lamp 30 diameter minimum at splices or weld per ACI design based on Fc 2000 psf.

4 Fc 2500 psi for quality bolts shall be A-307 embedded 7" minimum into concrete or masonry footings minimum 24" below final 1" per 10' to door Thickened edge slab 12" x 24"SCALE 1/4"=1'FOUNDATION PLANPICTORIAL VIEWS5 Sample GARAGE plan Plans for as low as $ GARAGE plan Plans for as low as $ 'D BYDRWN BYDATECLIENTJOB Design Systems@COPYRIGHT SDSCAD Specialized Design SystemsP O Box 374 Mendon, Utah - - 435-753-1614 - Design5030TR-0TR-0TR-0TR-0TR-0TR-0TR-0TR -0TR-0TR-0TR-0TR-0TR-0 BWPBWPBWPBWPABWPBWPBWPABWPABWP8' Tall 2 x Walls4 GARAGE ROOF PRE-ENGINEERED TRUSSES ASSUPPLIED BY TRUSS MANUFACTURER 24" FRAMING SECTIONSSCALE 1/8"=1'General framing: (Douglas Fir) header sizes shall be according to the followingtable unless otherwise noted.

5 Header sizes (single story construction)2'-0" to 4'-0" Span 2-2x4's4' + to 6'-0" Span 2-2x6's6' + to 8'-0" Span 2-2x8's8' + to 10'-0" Span 2-2x10's10' + to 12'-0" Span 2-2x12's or as noted on all exterior walls and cross-stud partitions at each end of building and at least every 25' of length by one of the WB 126 wall bracing with 3-16d nails at each end and 1-8d nails at each sheathing of a minimum thickness of 7/16 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 openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and FLOOR levels with approved noncombustible plywood is not approved where exposed to weather, , roof wall framing to be 2"x4" studs at 16" Interior wall, framing at non-bearing walls to be 2"x4" studs at 24" and at bearing walls 2"x4" studs at 16" with double top wall to be 7/16" Sheathing.

6 See stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise to be per current unless otherwise bearing partitions shall have double top glued laminated timbers to be stamped by an approved redwood or pressure treated sole plates at all exterior to be 2"x Douglas soffit size see spans and dimensions refer to FLOOR are to be an approved truss design from the truss manufacture's Simpson H-1 hurricane anchors at each truss or rafter to wall blocking required between joists, rafters, and trusses over all bearing walls. Such blocking shall be 1 " minimum thickness and full depth of joists, rafters, or header sizes shall be according to the header size table unless otherwise of design roof live/snow load of 37 psf, and roof dead load of 15 roof decking to be Min " thick, 24/0, CDX or 5/8 WallBack WallCross Section5 Sample GARAGE plan Plans for as low as $ GARAGE plan Plans for as low as $ 'D BYDRWN BYDATECLIENTJOB Design Systems@COPYRIGHT SDSCAD Specialized Design SystemsP O Box 374 Mendon, Utah - - 435-753-1614 - Design5 NOTE.

7 TYPICAL DETAILSFOR CONSTRUCTION TOMEET TO BE BUILT ASPER LOCAL CODEREQUIREMENTSTYPICAL ALTERNATE BRACEDWALL PANEL (ABWP)HPAHD straps for all (ABWP) Alternate Braced Wall PanelsSee additional detail for all (BWP) Braced Wall PanelsINSTALLATIONCORNERSINGLE POURHPAHDS impson Strong-TieCORNEROF STRAP TOCORNERDISTANCEFROM EDGE6 SLOPE TO OUTSIDE4" CONC. SLABGARAGE TYPICAL SECTIONTRUSSES @ 24" SHINGLESSIMPSON H1 TRUSS CLIP1 x 6 FASCIA7/16" SHEATHINGOVER 30# FELT2 x MUDSILLEMBEDDED 7" INTO " x 10" ANCHOR BOLT7/16" MIN STRUCTURAL SHEATHING2 x STUD @ 16" 4" GRAVEL1212"MinTYPICAL BRACED WALL PANEL (BWP)MANUFACTUREROMMENDED BYOTHERWISE REC-@ ENDS UNLESSEDGES & 1/8" GAPLEAVE 1/4" GAP @WALL IN FIELD ON SHEAR& SEAMS AND 10d NAILS @ 12"10d NAILS @ 6" AT EDGESWALL FRAMINGSIDING MATERIALPARALLEL TO STUDSBRACING W/ LONG DIMENSIONPANEL SHEATHING USED AS CORNERJOINTSDIMENSION ACROSS STUDS.

8 STAGGER VERTICALCDX PLYWOOD SHEAR WALL INSTALLED W/ LONGSTRUCTURAL PANELCAN ACT AS SIDING IFOF EXTERIOR GRADEB ottom of footing to be a min of 24" below gradeor as required by local code4" CONC. SLAB4" COMPACTED GRAVELGRADE 2% MIN. SLOPE6" MIN. THICKNESSCONCRETE WALL@32" MAX. SPACING. BOLTSSHALL BE EMBEDDED 7" "Footing and concrete wall optionMonolithic slab foundation option6" " X 24" DEEP CONT. CONCRETE THICKENED EDGE SLAB4" CONCRETE SLABVAPOR BARRIER4" GRAVEL BASE1/2" ANCHOR BOLT 32" GARAGE plan Plans for as low as $ GARAGE plan Plans for as low as $ 'D BYDRWN BYDATECLIENTJOB Design Systems@COPYRIGHT SDSCAD Specialized Design SystemsP O Box 374 Mendon, Utah - - 435-753-1614 - Design5 Sample GARAGE plan Plans for as low as $ GARAGE plan Plans for as low as $ high wallSiding-4750ftGN21heated ceiling ftGN31heated FLOOR ftGN4240 1/4 high wallSiding-4260ftSubtotal: FoundationFO11336 sq ftconcrete ydFO21336 sq ftsteel mesh for ftFO311/2x6"foam sill seal760ftFO41foundation bolts140FO5116x20"hconcrete ydFO61no.

9 4rebar (footing)1450ftSubtotal: FramingF112x4-16ft+fir plate2290ftF212x4"-91 1/2"fir stud590F312x8-16ft+header - lumber210ftF412x4-16ft+fir stud stock750ftF512x12-16ft+header - lumber170ftF622x4-16ft+fir plate580ftF722x4-16ft+fir stud stock400ftSubtotal: SidingS117" wideSiding Wood White12260ftS21house ftS327" wideSiding Wood White1080ftSubtotal: Ext TrimEX104" thick - concrete ydEX211x4-16ft+ GARAGE door casing250ftEX315 ingarage door jamb250ftEX411x5-36"door threshold10EX511x4-16ft+ext. door casing170ftEX615 inext. door jamb170ftEX711x4-16ft+exterior sill60ftEX811x4-16ft+ext. window casing120ftSubtotal: RoofingR11TR-0 195"roof truss130R212x8"-16'+ridge board - lumber260ftR312x8"-28'rafters - lumber20R412x8"-10'rafters - lumber40R512x4"-16'+rafters - lumber250ftR61ridge cap260ftR71 Roofing Dimensional Comp.

10 FtR814x8' sheetsroof sheathing160R912x8"gable fascia370ftR1012x8"eave fascia530ftR111metal drip edge900ftSubtotal: InsulationIN1112x24x48" battsceiling insulation420IN2112x16x48" battsfloor insulation630 Subtotal: Wall BrdWB114'x8'x1/2"Sheet Sheetrock190WB21 Color Bone ftWB314'x8'x3/4"Sheet Sheetrock100WB424'x8'x1/2"Sheet Sheetrock20 Subtotal: WindowsW1160x36right sliding10 DoorsD11120x84garage 4-Panel GARAGE Door10D21handle: Lever (decorative)10D31handle: Exterior Handle (ext.)10D41lock: Dead Bolt (interior)10D51lock: Dead Bolt (exterior)10D61hinge: hidden30D7136x80x1 3/4 Rext. 6-Panel - color white10 Subtotal: Int TrimT111x4-16ft+interior casing300ftT211x4-16ft+window apron60ftT311x4-16ft+sill60ftSubtotal: FixturesFX1112W108 DGarage Door Opener10 ElectricalE11wall mountDuplex70E21wall mountCaged Lantern30E31wall mountDuplex (weatherproof) - color light gra10E41wall mountSingle Pole20E51ceiling mountHalf Dome Light - lighting grey20 Subtotal: Total:Computer generated materials list from the computer modela great place to start with your material requirements.