GARAGE MAIN FLOOR PLAN 1

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1 30 year dimensional shingles and structural panel siding running vertical with 8" on center groove and horizontal siding in eaves. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered on trusses 24" o.c. and framing is 2" x 4" on 1" centers. 8' ceiling height, Floating mono slab on compacted gravel. 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 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. #G x 24-8' Garage Plan By Page 1 Page 2 Page 3 Page 4 Page 5 Page Title Main Floor Plan Elevation Views Foundation Plan & Pictorials Framing and Details Detail Page Materials List '-" 4'-0" '-" 3'-0" 4'-0" WP GARAGE 23'-4" x 23'-4" '-0" 1'-0" 4'-0" GARAGE MAIN FLOOR PLAN 1 SCALE 1/4"=1' '-0" 4'-0" 10'-0" P O Box 374 Mendon, Utah John@hplans.us

2 P O Box 374 Mendon, Utah John@hplans.us REAR ELEVATION LEFT ELEVATION Asphalt Shingles 4/12 PITCH ENGINEERED TRUSS FC 8' Tall 2 x 4 Walls Stuctural Panel Structural Siding REVISIONS 2 1'-2" 8'-0" 4'-" SCALE FRONT ELEVATION 3/1"=1' RIGHT ELEVATION

3 P O Box 374 Mendon, Utah John@hplans.us 4" Concrete Floor gravel fill, 20 x 10 Monolithic Edge FOUNDATION PLAN SCALE 3/1"=1' PICTORIALS Concrete: 1. All slabs are to be 4" concrete over 4" 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 ASTM A15-Bars with Fy=0 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.. All footings minimum 24" below final grade 3

4 General framing: (Douglas Fir) 4030 GARAGE RO PRE-ENGINEERED TRUSSES AS SUPPLIED BY TRUSS MANUFACTURER 24" O.C 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 '-0" Span 2-2x's ' + 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 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. Simpson 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. 4. CDX plywood is not approved where exposed to weather, i.e., roof overhangs. 5. Exterior wall framing to be 2"x4" studs at 1" 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 1" o.c. with double top plate.. Shear wall to be 7/1" Sheathing, 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 1450 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. Structural glued laminated timbers to be stamped by an approved agency. 12. Use redwood or pressure treated sole plates at all exterior walls. P O Box 374 Mendon, Utah John@hplans.us Roof Framing: 8' Tall 2 x Walls 3 1/2 x 11 7/8 LVL Header for 30/15 load 1. Fascia to be 2"x Douglas Fir. 2. For soffit size see details. 3. For spans and dimensions refer to floor plans. 4. Trusses are to be an approved truss design from the truss manufacture's engineer. 5. 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. 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, 24/0, CDX or 5/8 wafer. Cross Section Front Wall WALL FRAMING SECTIONS SCALE 1/8"=1' 4

5 SINGLE POUR CORNER INSTALLATION HPAHD straps for all (A) Alternate Braced Wall Panels See additional detail for all () Braced Wall Panels TYPICAL ALTERNATE BRACED WALL PANEL (A) GRADE 2 % MIN. SLOPE 8" MIN. THICKNESS CONCRETE WALL CORNER DISTANCE FROM EDGE STRAP TO CORNER Simpson Strong-Tie HPAHD 8" o MAX. SPACING. BOLTS SHALL BE EMBEDDED 7" MIN. 4" CONC. SLAB Footing and concrete wall option NOTE: TYPICAL DETAILS FOR CONSTRUCTION TO MEET BUILDING REQUIREMENTS. GARAGES TO BE BUILT AS PER LOCAL CODE REQUIREMENTS 4" COMPACTED GRAVEL ASPHALT SHINGLES OVER 30# FELT 5/8" SHEATHING SIMPSON H1 TRUSS CLIP CDX PLYWOOD SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERTICAL JOINTS PANEL SHEATHING USED AS CORNER BRACING W/ LONG DIMENSION PARALLEL TO STUDS SIDING MATERIAL STRUCTURAL PANEL CAN ACT AS SIDING IF EXTERIOR GRADE PRE-ENGINEERED 24" O.C. LEAVE 1/4" EDGES & 1/8" ENDS UNLESS OTHERWISE REC- OMMENDED BY MANUFACTURER WALL FRAMING 10d " O.C. AT EDGES & SEAMS AND 10d 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE TYPICAL BRACED WALL PANEL () " Min P O Box 374 Mendon, Utah John@hplans.us 1/2" ANCHOR BOLT 32" O.C. 1 x FASCIA 2 x 4 1" O.C. 4" CONCRETE SLAB 7/1" MIN STRUCTURAL SHEATHING VAPOR BARRIER 4" GRAVEL BASE " MIN. GRADE 20" X 12" DEEP CONT. CONCRETE THICKENED EDGE SLAB 2 x MUDSILL 1/2" x 10" ANCHOR BOLT EMBEDDED 7" INTO CONC. 4" CONC. SLAB OVER 4" GRAVEL SLOPE TO OUTSIDE Monolithic slab foundation option GARAGE TYPICAL SECTION DETAILS 5

6 P O Box 374 Mendon, Utah John@hplans.us Computer Generated Materials List for reference only and gives approximated materials as per the 3D CAD model REVISIONS General GN1 1 9 high wall Siding ft GN2 1 heated ceiling area sq ft GN3 1 heated floor area sq ft GN /1 high wall Siding ft Foundation FO sq ft concrete slab cu yd FO sq ft steel mesh for slab sq ft FO3 1 1/2x" foam sill seal 9 0 ft FO4 1 foundation bolts 17 0 FO5 1 20x"h concrete footing cu yd FO 1 no. 4 rebar (footing) ft Framing F1 1 2x4-1ft+ fir plate ft F2 1 2x4-1ft+ fir stud stock ft F3 1 2x4"-91 1/2" fir stud 0 F4 1 2x12-1ft+ header - lumber 24 0 ft F5 1 2x8-1ft+ header - lumber 33 0 ft F 2 2x4-1ft+ fir plate 9 0 ft F7 2 2x4-1ft+ fir stud stock 74 0 ft Siding S1 1 8" wide Copy of Siding Vertical Beige ft S2 1 4'x8'x5/8" Sheet Plywood-hrz 25 0 S3 1 house wrap sq ft S4 2 8" wide Copy of Siding Vertical Beige ft S5 2 4'x8'x5/8" Sheet Plywood-hrz 3 0 Ext Trim EX1 0 4" thick - concrete grey cu yd EX2 1 1x4-1ft+ exterior sill - color vanilla 9 0 ft EX3 1 1x4-1ft+ ext. window casing - color vanilla 22 0 ft EX4 1 1x5-3" door threshold 1 0 EX5 1 1x4-1ft+ ext. door casing - color vanilla 17 0 ft EX 1 5 in ext. door jamb - color vanilla 17 0 ft EX7 1 1x4-1ft+ garage door casing - color vanilla 31 0 ft EX8 1 5 in garage door jamb - color vanilla 31 0 ft EX9 1 1x8 in (2) corner board - color white 33 0 ft Roofing R1 1 2x4"-1'+ rafters - lumber 49 0 ft R " roof truss 13 0 R3 1 2x8"-1'+ ridge board - lumber 2 0 ft R4 1 2x8"-28' rafters - lumber 2 0 R5 1 2x8"-1' rafters - lumber 4 0 R 1 ridge cap 2 0 ft R7 1 Roofing Dimensional Comp sq ft R8 1 4x8' sheets roof sheathing 24 0 R9 1 2x8" gable fascia 5 0 ft R10 1 2x8" eave fascia 53 0 ft R11 1 metal drip edge ft R12 1 gutter 53 0 ft R13 1 downspout 2 0 $0.00 $0.00 $0.00 Insulation IN1 1 12x24x48" batts ceiling insulation 72 0 IN2 1 12x1x48" batts floor insulation Wall Brd WB1 1 4'x8'x1/2" Sheet Sheetrock 24 0 WB2 1 Color Bone White sq ft WB3 1 4'x8'x3/4" Sheet Sheetrock 17 0 WB4 2 4'x8'x1/2" Sheet Sheetrock 3 0 Windows W1 1 48x3 right sliding 2 0 Doors D1 1 3x80x1 3/4R ext. -Panel - color white 1 0 D2 1 handle: Lever (decorative) 1 0 D3 1 handle: Exterior Handle (ext.) 1 0 D4 1 lock: Dead Bolt (interior) 1 0 D5 1 lock: Dead Bolt (exterior) 1 0 D 1 hinge: hidden 3 0 D x84 garage 2-Panel Garge Door 1 0 Int Trim T1 1 1x4-1ft+ window apron 9 0 ft T2 1 1x4-1ft+ sill 9 0 ft T3 1 1x4-1ft+ interior casing 40 0 ft Fixtures FX1 1 12W108D Garage Door Opener 1 0 Electrical E1 1 wall mount Duplex 9 0 E2 1 wall mount Duplex (weatherproof) - color light gra 1 0 E3 1 wall mount Single Pole 2 0 E4 1 wall mount Caged Lantern 3 0 E5 1 ceiling mount Half Dome Light - lighting grey 4 0 E 2 floor mount Duplex (weatherproof) - color light gra 1 0 Total: $0.00