GARAGE MAIN FLOOR PLAN

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REVIION 30 year dimensional shingles and Metal Verticle siding over structural sheathing. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered on 2" and framing is 2" x " on 1" centers. 10'' ceiling height. 3'-2 1/2" 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. DCAD 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. BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENION, PEC, AND CONNECTION BEFORE CONTRUCTION BEGIN. GARAGE TO BE BUILT A PER IRC 200 OR CURRENT LOCAL CODE 3 x 3-10' ides Garage Plan Plan #g313 By D-CAD 10'-0" 2'-0" 3'-0" 3'-0" 7'-0" '-0" 9'-0" 308 WP A A 28 5 1/ x 11 7/8 LVL BEAM x Post to Footing WP TORAGE 3'-8" x 9'-0" GARAGE 35'-" x 25'-" 12090 WP FICE 9'-" x 11'-" 3'-0" '-0" 3'-0" 2'-0" 12'-0" 2'-0" 3'-0" '-0" 3'-0" 5 1/ x 11 7/8 LVL BEAM A 308 A '-0" '-0" '-0" 1'-0" 2'-0" 3'-0" 2'-0" '-0" 12'-0" 1'-0" 10'-0" D-CAD P O Box 37 Mendon, Utah - www.sdscad.com - 35-753-11 - John@hplans.us Page 1 Page 2 Page 3 Page Page 5 Page Title Main Floor Plan Elevation Views Foundation Plan & Pictorials Framing and Details Detail Page Materials List CALE 3/1"=1' 10'-0" 1'-0" 10'-0" GARAGE MAIN FLOOR PLAN 1

D-CAD P O Box 37 Mendon, Utah - www.sdscad.com - 35-753-11 - John@hplans.us REAR ELEVATION LEFT ELEVATION Vertical Metal iding 10/12 PITCH 10' Tall 2 x Walls Asphalt hingles CALE FRONT ELEVATION 1/8"=1' RIGHT ELEVATION REVIION 2

REVIION '-" DN 1'-0" 3'-0" 308 '-" TORAGE 15'-" x 35'-5" 10'-0" 2'-0" 9'-0" 2'-0" 12'-0" 2'-0" 12'-0" " Concrete Floor over gravel fill, sloped 1" per 10' to door Thickened edge slab 12" x 2" GARAGE 3'-8" x 25'-0" 13'-0" 13'-0" 2'-0" 9'-0" 2'-0" 10'-0" D-CAD P O Box 37 Mendon, Utah - www.sdscad.com - 35-753-11 - John@hplans.us '-0" '-0" '-0" 1'-0" 2ND FLOOR PLAN CALE 3/1"=1' FOUNDATION PLAN CALE 3/1"=1' Concrete: 1. All slabs are to be " concrete over " gravel unless otherwise noted on the plans. 2. Concrete to be ACI 301-, Type II cement, 2500 psi at 28 days, 5" maximum slump. 3. Reinforcing to be ATM A15-Bars with Fy=0 ksi lamp 30 diameter minimum at splices or weld per ACI td.. 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.. All footings minimum 2" below final grade 3

REVIION A A 5 1/ x 11 7/8 LVL BEAM x Post to Footing GARAGE RO PRE-ENGINEERED TRUE A UPPLIED BY TRU MANUFACTURER 2" o.c. 5 1/ x 11 7/8 LVL BEAM A 10' Tall 2 x Walls A Back Wall General framing: (Douglas Fir) 1. Minimum header sizes shall be according to the following table unless otherwise noted. Header sizes (single story construction) 2'-0" to '-0" pan 2-2x's ' + to '-0" pan 2-2x's ' + to 8'-0" pan 2-2x8's 8' + to 10'-0" pan 2-2x10's 10' + to 12'-0" pan 2-2x12's or as noted on plan 2. 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. impson WB 12 wall bracing with 3-1d nails at each end and 1-8d nails at each stud. b. Plywood sheathing of a minimum thickness of 7/1 inch. 3. 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. 5. Exterior wall framing to be 2"x" studs at 1" o.c. Interior wall, framing at non-bearing walls to be 2"x" studs at 2" o.c. and at bearing walls 2"x" studs at 1" o.c. with double top plate.. hear wall to be 7/1" heathing, see detail. 7. All stress grade lumber shall comply with WCLA specs and bear approval stamp on all pieces in place. 8. Framing lumber shall be Douglas Fir construction grade Fb 150 or better unless otherwise noted. 9. Nailing to be per current U.B.C. unless otherwise noted. 10. All bearing partitions shall have double top plates. 11. tructural glued laminated timbers to be stamped by an approved agency. 12. Use redwood or pressure treated sole plates at all exterior walls. D-CAD P O Box 37 Mendon, Utah - www.sdscad.com - 35-753-11 - John@hplans.us Roof Framing: 1. Fascia to be 2"x Douglas Fir. 2. For soffit size see details. 3. For spans and dimensions refer to floor plans.. Trusses are to be an approved truss design from the truss manufacture's engineer. 5. Use impson H-1 hurricane anchors at each truss or rafter to wall connection.. olid blocking required between joists, rafters, and trusses over all bearing walls. uch blocking shall be 1 ½" minimum thickness and full depth of joists, rafters, or trusses. 7. Minimum header sizes shall be according to the header size table unless otherwise noted. 8. Basis of design roof live/snow load of 37 psf, and roof dead load of 15 psf. 9. Plywood roof decking to be Min ½" thick, 2/0, CDX or 5/8 wafer. Cross ection WALL FRAMING ECTION CALE 1/8"=1' Front Wall

REVIION INGLE POUR CORNER INTALLATION HPAHD straps for all (A) Alternate Braced Wall Panels ee additional detail for all () Braced Wall Panels TYPICAL ALTERNATE BRACED WALL PANEL (A) GRADE 2 % MIN. LOPE 8" MIN. THICKNE CONCRETE WALL CORNER DITANCE FROM EDGE TRAP TO CORNER impson trong-tie HPAHD 8" o o @32" MAX. PACING. BOLT HALL BE EMBEDDED 7" MIN. " CONC. LAB Footing and concrete wall option Bottom of footing to be a min of 30" below grade or as required by local code NOTE: TYPICAL DETAIL FOR BAIC CONTRUCTION PURPOE AND BUILDING REQUIREMENT. GARAGE TO BE BUILT A PER LOCAL CODE REQUIREMENT " COMPACTED GRAVEL 1/2" ANCHOR BOLT 32" O.C. APHALT HINGLE OVER 30# FELT 7/1" HEATHING IMPON H1 TRU CLIP 1 x FACIA CDX PLYWOOD HEAR WALL INTALLED W/ LONG DIMENION ACRO TUD. TAGGER VERTICAL JOINT PANEL HEATHING UED A CORNER BRACING W/ LONG DIMENION PARALLEL TO TUD IDING MATERIAL TRUCTURAL PANEL CAN ACT A IDING IF EXTERIOR GRADE PRE-ENGINEERED TRUE @ 2" O.C. 2 x TUD @ 1" O.C. LEAVE 1/" GAP @ EDGE & 1/8" GAP @ END UNLE OTHERWIE REC- OMMENDED BY MANUFACTURER WALL FRAMING 10d NAIL @ " O.C. AT EDGE & EAM AND 10d NAIL @ 12" O.C. IN FIELD U.N.O. ON HEAR WALL CHEDULE TYPICAL BRACED WALL PANEL () 12 EE ELEV 12" MIN D-CAD P O Box 37 Mendon, Utah - www.sdscad.com - 35-753-11 - John@hplans.us " CONCRETE LAB 7/1" MIN TRUCTURAL HEATHING VAPOR BARRIER " GRAVEL BAE " MIN. GRADE 12" X 30" DEEP CONT. CONCRETE THICKENED EDGE LAB 2 x MUDILL 1/2" x 10" ANCHOR BOLT EMBEDDED 7" INTO CONC. " CONC. LAB OVER " GRAVEL LOPE TO OUTIDE Monolithic slab foundation option GARAGE TYPICAL ECTION DETAIL 5

D-CAD P O Box 37 Mendon, Utah - www.sdscad.com - 35-753-11 - John@hplans.us Computer Generated Materials List for reference only and gives approximated materials as per the 3D CAD model REVIION General GN1 0 22 1/2 high wall 8" Concrete tem Wall 10 0 ft GN2 0 2 high wall 8" Concrete tem Wall 71 0 ft GN3 1 120 high wall 8" Concrete tem Wall 91 0 ft GN 1 120 high wall iding- 88 0 ft GN5 1 120 high wall Interior- 22 0 ft GN 1 8 high wall iding- 3 0 ft GN7 1 heated ceiling area 720.00 0.00 sq ft GN8 1 heated wall area 1251.00 0.00 sq ft GN9 1 heated door area 1.00 0.00 sq ft GN10 1 heated glass area 2.00 0.00 sq ft GN11 2 9 high wall iding- 103 0 ft GN12 2 1 13/1 high wall iding- 20 0 ft GN13 2 15 high wall iding- 19 0 ft GN1 2 heated ceiling area 57.00 0.00 sq ft GN15 2 heated wall area 50.00 0.00 sq ft GN1 2 heated glass area 8.00 0.00 sq ft GN17 3 38 7/1 high wall iding- 30 0 ft Foundation FO1 0 8" thick Concrete Grey 8.0 0.00 cu yd FO2 0 1/2x" foam sill seal 177 0 ft FO3 0 foundation bolts 35 0 FO 0 20x10"h concrete footing 9.10 0.00 cu yd FO5 0 no. rebar (footing) 373 0 ft FO 0 no. horiz. rebar (wall) 1120 0 ft FO7 0 no. vert. rebar (wall) 3 0 ft FO8 0 1179 sq ft concrete slab 1.55 0.00 cu yd FO9 0 1179 sq ft steel mesh for slab 1178.00 0.00 sq ft FO10 1 5x8" foundation girder 3 0 ft ubfloor F1 1 2x"-1'+ mudsill - lumber 10 0 ft F2 2 8'x'x3/" heet Plywood 19 0 F3 2 2x"-10' ceiling joists - lumber 3 0 F 2 2x12"-1'+ rim joists - lumber 111 0 ft F5 2 2x12"-1' rim joists - lumber 1 0 F 2 2x12"-1'+ floor joists - lumber 21 0 ft F7 2 2x12"-1' floor joists - lumber 27 0 F8 2 2x"-1' ceiling joists - lumber 27 0 Framing F1 1 8" thick Concrete Grey 21. 0.00 cu yd F2 1 2x3-1ft+ fir plate 307 0 ft F3 1 2x3-1ft+ fir stud stock 19 0 ft F 1 2x12-1ft+ header - lumber 25 0 ft F5 1 2x3"-115 1/2" fir stud 0 0 F 1 2x3"-8 1/2" fir stud 10 0 F7 1 2x"-115 1/2" fir stud 2 0 F8 1 2x7-1ft+ header - lumber 57 0 ft F9 1 2x-1ft+ fir plate 1 0 ft F10 1 2x-1ft+ fir stud stock 51 0 ft F11 1 2x"-28 3/" fir stud 3 0 F12 1 2x3-3 1/2" Framing Fir tud 1" OC 35 0 F13 1 x12" door/window header 7 0 ft F1 1 2x3"-28 3/" fir stud 3 0 F15 2 2x3-1ft+ fir plate 9 0 ft F1 2 2x3"-91 1/2" fir stud 29 0 F17 2 2x"-91 1/2" fir stud 50 0 F18 2 2x12-1ft+ header - lumber 7 0 ft F19 2 2x3-1ft+ fir stud stock 0 0 ft F20 2 2x-1ft+ fir plate 317 0 ft F21 2 2x-1ft+ fir stud stock 199 0 ft F22 3 2x-1ft+ fir plate 0 ft F23 3 2x-1ft+ fir stud stock 2 0 ft iding 1 1 'x8'x1/2" heet Osb 29 0 2 1 7" wide Red Metal iding 119 0 ft 3 1 house wrap 133.00 0.00 sq ft 2 7" wide Red Metal iding 151 0 ft 5 2 'x8'x1/2" heet Osb 30 0 2 house wrap 87.00 0.00 sq ft 7 3 7" wide Red Metal iding 99 0 ft 8 3 'x8'x1/2" heet Osb 2 0 Ext Trim EX1 1 1x-1ft+ exterior sill 23 0 ft EX2 1 1x-1ft+ ext. window casing 5 0 ft EX3 1 1x-1ft+ garage door casing - color white 29 0 ft EX 1 5 in garage door jamb - color white 29 0 ft EX5 1 1x5-3" door threshold 2 0 EX 1 1x-1ft+ ext. door casing - color white 35 0 ft EX7 1 5 in ext. door jamb - color white 35 0 ft EX8 1 1x8-7" door threshold 1 0 EX9 1 1x-1ft+ ext. door casing 21 0 ft EX10 1 8 in ext. door jamb 21 0 ft EX11 2 1x5-3" door threshold 1 0 EX12 2 1x-1ft+ ext. door casing - color white 17 0 ft EX13 2 5 in ext. door jamb - color white 17 0 ft EX1 2 1x-1ft+ exterior sill 32 0 ft EX15 2 1x-1ft+ ext. window casing 78 0 ft Roofing R1 1 2x8"-1'+ ridge board - lumber 7 0 ft R2 1 2x"-12' rafters - lumber 38 0 R3 1 2x8"-38' rafters - lumber 0 R 1 2x8"-12' rafters - lumber 0 R5 1 2x"-1'+ rafters - lumber 33 0 ft R 1 bend to slope roof/wall flashing 72 0 ft R7 1 ridge cap 38 0 ft R8 1 Roofing Dimensional Comp. 103.00 0.00 sq ft R9 1 x8' sheets roof sheathing 50 0 R10 1 2x8" gable fascia 8 0 ft R11 1 2x8" eave fascia 228 0 ft R12 1 metal drip edge 312 0 ft R13 2 2x8"-1'+ ridge board - lumber 38 0 ft R1 2 2x"-10' rafters - lumber 38 0 R15 2 2x8"-38' rafters - lumber 2 0 R1 2 2x8"-10' rafters - lumber 0 R17 2 2x"-1'+ rafters - lumber 33 0 ft Insulation IN1 1 12x2x8" batts ceiling insulation 90 0 IN2 1 x1x93" batts wall insulation 3 0 IN3 1 x1x93" batts wall insulation 80 0 IN 2 12x1x8" batts ceiling insulation 108 0 IN5 2 x1x93" batts wall insulation 0 0

D-CAD P O Box 37 Mendon, Utah - www.sdscad.com - 35-753-11 - John@hplans.us Computer Generated Materials List for reference only and gives approximated materials as per the 3D CAD model REVIION Wall Brd WB1 0 Color Bone White 87.00 0.00 sq ft WB2 0 'x8'x3/" heet heetrock 27 0 WB3 1 'x8'x1/2" heet heetrock 2 0 WB 1 Color Bone White 1202.00 0.00 sq ft WB5 1 'x8'x3/" heet heetrock 38 0 WB 2 'x8'x1/2" heet heetrock 28 0 WB7 2 'x8'x3/" heet heetrock 21 0 WB8 2 Color Bone White 53.00 0.00 sq ft WB9 3 'x8'x1/2" heet heetrock 2 0 Windows W1 1 8x3 right sliding 5 0 W2 2 8x3 right sliding 7 0 Doors D1 1 1x9 garage 2-Panel Garge Door 1 0 D2 1 3x80x1 3/R ext. -Panel - color white 1 0 D3 1 handle: Lever (decorative) 0 D 1 handle: Exterior Handle (ext.) 2 0 D5 1 lock: Dead Bolt (interior) 0 D 1 lock: Dead Bolt (exterior) 0 D7 1 hinge: hidden 12 0 D8 1 37x80x1 3/8R ext. 3 Panel Door - color brite white 1 0 D9 1 handle: Lever (decorative) 2 0 D10 1 37x80x1 3/8L ext. 3 Panel Door - color brite white 1 0 D11 1 3x80x1 3/L ext. -Panel - color white 1 0 D12 2 3x80x1 3/R ext. -Panel - color white 1 0 D13 2 handle: Lever (decorative) 1 0 D1 2 handle: Exterior Handle (ext.) 1 0 D15 2 lock: Dead Bolt (interior) 1 0 D1 2 lock: Dead Bolt (exterior) 1 0 D17 2 hinge: hidden 3 0 Int Trim T1 1 1x-1ft+ window apron 23 0 ft T2 1 1x-1ft+ sill 23 0 ft T3 1 1x-1ft+ interior casing 111 0 ft T 1 1x-1ft+ base molding 129 0 ft T5 2 1x-1ft+ interior casing 9 0 ft T 2 1x-1ft+ window apron 32 0 ft T7 2 1x-1ft+ sill 32 0 ft T8 2 3x11 1/2-1" stair tread 5 0 T9 2 3x7" riser 5 0 T10 2 2" wide int. railing 12 0 in T11 2 1 3/1" diam. square baluster 10 0 T12 2 5 treads stair stringer 2 0 T13 2 1x-1ft+ base molding 108 0 ft Fixtures FX1 1 12W113D Garage Door Opener 1 0 FX2 2 8W8D Cupola (w/ weathervane) 1 0 Electrical E1 1 wall mount Duplex 18 0 E2 1 wall mount Caged Lantern 0 E3 1 wall mount Four Way 3 0 E 1 wall mount ingle Pole 3 0 E5 1 ceiling mount Half Dome Light - lighting grey 13 0 E 1 floor mount Duplex (weatherproof) - color light gra 1 0 E7 2 wall mount Duplex 10 0 Decks-Walks DW1 2 3 1/2" wide ext. railing 12 0 ft DW2 2 3 1/2" wide railing shoe 12 0 ft DW3 2 1 1/2" square. baluster 25 0 DW 2 " square half rail post 1 0 DW5 2 " square rail post 3 0 Total:

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