GARAGE MAIN FLOOR PLAN SDSCAD Specialized Design Systems

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1 BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BARN 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. 30 year dimensional architectural asphalt shingles and structural panel siding. Nailing schedule is 6" on ends 12" on centers 6d nails. Engineered gambrel Roof Trusses 2" centers. 9' ceiling height main floor '-6' ceiling height on 2nd floor or as available in attic truss. #G551 2 x 32-10' Gambrel Barn By Page 1 Page 2 Page 3 Page Page 5 Page 6 Page Title Main Floor Plan Elevation Views Foundation Plan & Pictorials Framing and Details Detail Page Second Floor Plan Materials List 1'-6" 3'-0" 3'-3" 3'-0" 3'-3" 8'-0" 2'-0" A A A A Electrical Panel 6'-9" GARAGE/STORAGE 16'-0" x 23'-1" 3'-0" 20'-0" '-0" 6'-9" 3'-0" 268 UTILITY UNDER STAIRS UP 3'-6" 3'-0" 3'-6" 3'-0" 3'-6" 3'-0" 6" " 3 '-3" 12'-0" 3'-0" WORKSHOP 11'-" x 23'-1" '-0" '-9" GFCI A 3'-0" 6'-0" 3'-0" '-0" 3'-0" 3'-6" 3'-0" 3'-6" 3'-0" '-0" P O Box 3 Mendon, Utah SCALE 1/"=1' GARAGE MAIN FLOOR PLAN SDSCAD

2 P O Box 3 Mendon, Utah REAR ELEVATION LEFT ELEVATION 3/12 SDSCAD REVISIONS 1'-2" 9'-0" 1'-0" 21'-0" 8'-0" 1'-10" 15.5/12 Pitch 9' Tall 2 x 6 Walls Vertical Structural Panel Siding or as per owner SCALE 3/16"=1' FRONT ELEVATION RIGHT ELEVATION 2

3 BRACED WALLS AND ALT BRACED WALL OPTIONS 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 3/8 inch. c. Continuous bracing from floor to floor Simpson HPAHD strap location marker P O Box 3 Mendon, Utah Basic Engineered Gambrel AtticTruss Layout To be designed and engineered by truss manufacturer May vary slighty this illustration is for basic design reference only " Concrete Floor gravel fill, Notch out stem wall for doors, See Floor Plan for locations FOUNDATION PLAN PICTORIAL SCALE 3/16"=1' Concrete: 1. All slabs are to be " concrete over " gravel unless otherwise noted on the plans. 2. Anchor bolts shall be A-30 embedded " minimum into concrete or masonry grout. 3. All footings minimum 2" below final grade or as per local SDSCAD 3

4 2x12 joists 2" OC WORKSHOP BARN RO PRE-ENGINEERED GAMBREL ATTIC TRUSSES AS SUPPLIED BY TRUSS MANUFACTURER 2" o.c. GARAGE/STORAGE UP Second Floor Framing DN Roof Framing 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" Span 2-2x's ' + 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 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 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 /16 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 16" 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 16" o.c. with double top plate. 6. Shear wall to be /16" Sheathing, see detail.. 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. 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 3 Mendon, Utah 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 Simpson H-1 hurricane anchors at each truss or rafter to wall connection. 6. 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. 8. Basis of design roof live/snow load of 3 psf, and roof dead load of 15 psf. 9. Plywood roof decking to be Min ½" thick, 2/0, CDX or 5/8 wafer. WALL FRAMING SECTIONS SCALE SDSCAD

5 SINGLE POUR CORNER INSTALLATION CORNER DISTANCE FROM EDGE STRAP TO CORNER Simpson Strong-Tie HPAHD HPAHD straps for all (A) Alternate Braced Wall Panels See additional detail for all () Braced Wall Panels TYPICAL ALTERNATE BRACED WALL PANEL MAX. SPACING. BOLTS SHALL BE EMBEDDED " MIN. NOTE: TYPICAL DETAILS FOR CONSTRUCTION TO MEET BUILDING REQUIREMENTS. GARAGES TO BE BUILT AS PER LOCAL CODE REQUIREMENTS 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 LEAVE 1/" EDGES & 1/8" ENDS UNLESS OTHERWISE REC- OMMENDED BY MANUFACTURER WALL FRAMING 10d 6" O.C. AT EDGES & SEAMS AND 10d 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE TYPICAL BRACED WALL PANEL () P O Box 3 Mendon, Utah " " CONC. SLAB " COMPACTED GRAVEL 6" MIN. THICKNESS CONCRETE WALL o o Footing and concrete wall option SIMPSON H1 TIE ASPHALT SHINGLES OVER 30# FELT /16" WITH CLIPS OR 5/8" SHEATHING WITH OUT CLIPS Gambrel Roof Not Shown on Typical Section 12" Min Bottom of footing to be a min of 30" below grade or as required by local code 1/2" ANCHOR BOLT 32" O.C. 1 x 6 FASCIA 2 x 16" O.C. " CONCRETE SLAB /16" MIN STRUCTURAL SHEATHING VAPOR BARRIER " GRAVEL BASE 6" MIN. GRADE 12" X 30" DEEP CONT. CONCRETE THICKENED EDGE SLAB 2 x MUDSILL 1/2" x 10" ANCHOR BOLT EMBEDDED " INTO CONC. " CONC. SLAB OVER " GRAVEL SLOPE TO OUTSIDE Monolithic slab foundation option GARAGE TYPICAL SECTION SDSCAD 5

6 '-0" 16'-0" '-0" 6'-0" '-0" 6'-0" Skylight DN Skylight 6'-0" '-0" 6'-0" '-0" 16'-0" '-0" STAIR SPECIFICATIONS 1. Stairs to be constructed with the following materials: 2x6 kick plate anchor to concrete with expansion type anchor bolts, 2x12 treads nosing 1 1/8" minimum, 3-2x12 stringers required, 2x12 blocking, ¾" wafer board risers and 2x6 ledger. 2. Handrail/Guardrails final style, material and color to be owner's choice. Design to be per code. 3. Guardrails to be 2" high minimum from floor.. Handrails to be 3"-38" above tread nosing. 5. Open railing to have intermediate rails or ornamental pattern such that a sphere " round cannot pass through. 6. Minimum stair requirements: maximum 8" rise, minimum 2" width, minimum 9" run, minimum head clearance 6'-8".. Preferred stair requirements: rise " to ½", run 11" to 12", minimum head clearance '-0". 8. Garage entrance stairs may be concrete or wood as per contractor/homeowner STAIR DETAILS P O Box 3 Mendon, Utah SCALE 1/"=1' SECOND FLOOR PLAN SDSCAD

7 General GN high wall Siding ft GN high wall Interior- 2 0 ft GN3 1 heated ceiling area sq ft GN 1 heated floor area sq ft GN5 1 heated roof area sq ft GN /2 high wall Siding-6 0 ft GN 2 3 1/2 high wall Siding ft GN /2 high wall Interior ft GN9 2 heated ceiling area sq ft GN10 2 heated wall area sq ft GN11 2 heated glass area sq ft Foundation FO sq ft concrete slab cu yd FO sq ft steel mesh for slab sq ft FO3 1 1/2x6" foam sill seal ft FO 1 foundation bolts 20 0 FO5 1 20x6"h concrete footing cu yd FO6 1 no. rebar (footing) ft Subfloor SF1 2 2x12"-16'+ rim joists - lvl ft SF2 2 2x12"-2' floor joists - I-joist 18 0 SF3 2 2x12"-16'+ floor joists - I-joist 2 0 ft Framing F1 1 2x6-16ft+ fir plate 35 0 ft F2 1 2x6-16ft+ fir stud stock ft F3 1 2x-16ft+ header - lumber 80 0 ft F 1 2x"-103 1/2" fir stud 19 0 F5 1 2x6"-103 1/2" fir stud 0 F6 1 2x6"-16 3/" fir stud 0 F 1 2x11-16ft+ header - lumber 13 0 ft F8 1 2x6"-8 3/" fir stud 5 0 F9 1 2x12-16ft+ header - lumber 1 0 ft F10 1 2x6"-8 1/2" fir stud 6 0 F11 1 2x-16ft+ fir plate 0 0 ft F12 1 2x"-16 3/" fir stud 3 0 F13 1 2x-16ft+ fir stud stock 0 ft F1 2 2x6-16ft+ fir plate 36 0 ft F15 2 2x6-16ft+ fir stud stock ft F16 2 2x-16ft+ fir stud stock 1 0 ft F1 2 2x-16ft+ header - lumber 1 0 ft F18 2 2x6--15/16" Fir Stud 16" OC 62 0 F19 2 2x-16ft+ fir plate ft F20 2 2x"-51 11/16" fir stud 5 0 Siding S1 1 'x8'x5/8" Sheet Plywood-hrz 32 0 S2 1 10" wide Siding T ft S3 1 house wrap sq ft S 2 10" wide Siding T ft S5 2 'x8'x5/8" Sheet Plywood-hrz 12 0 S6 2 house wrap sq ft Ext Trim EX1 0 " thick - concrete concrete cu yd EX2 1 1x-16ft+ exterior sill 32 0 ft EX3 1 1x-16ft+ ext. window casing 0 ft EX 1 1x-36" door threshold 2 0 EX5 1 1x-16ft+ ext. door casing 35 0 ft EX6 1 in ext. door jamb 1 0 ft EX 1 1x-16ft+ garage door casing - color 9, white 0 ft EX8 1 in garage door jamb - color 9, white 0 ft EX9 1 1x-16ft+ ext. door casing - color 9, white 1 0 ft EX10 1 in ext. door jamb - color 9, white 1 0 ft EX11 1 1x-36" door threshold 1 0 EX12 1 in ext. door jamb 1 0 ft EX13 2 1x-16ft+ exterior sill 9 0 ft EX1 2 1x-16ft+ ext. window casing 22 0 ft Roofing R1 1 ridge cap ft R2 1 Roofing Dimensional Comp sq ft R3 1 x8' sheets roof sheathing 38 0 R 1 2x10" 16" OC rafters - fir ft R5 1 2x10" gable fascia 69 0 ft R6 1 2x10" eave fascia 0 0 ft R 1 metal drip edge ft R8 1 gutter 0 0 ft R9 1 downspout 2 0 R /8x3 3/16" rect. skylight 1 0 R /2x38 5/16" rect. skylight 1 0 R12 2 2x12"-16'+ ridge board - lumber ft R13 2 2x10"-12' rafters - lumber 6 0 R1 2 2x10"-16'+ rafters - lumber ft R15 2 2x10"-36' rafters - lumber 2 0 R16 2 2x"-16'+ rafters - lumber 53 0 ft Computer Generated Materials List From The 3D Computer Model Roofing R1 1 ridge cap ft R2 1 Roofing Dimensional Comp sq ft R3 1 x8' sheets roof sheathing 38 0 R 1 2x10" 16" OC rafters - fir ft R5 1 2x10" gable fascia 69 0 ft R6 1 2x10" eave fascia 0 0 ft R 1 metal drip edge ft R8 1 gutter 0 0 ft R9 1 downspout 2 0 R /2 x 36" rect. skylight 1 0 R12 2 2x12"-16'+ ridge board - lumber ft R13 2 2x10"-12' rafters - lumber 6 0 R1 2 2x10"-16'+ rafters - lumber ft R15 2 2x10"-36' rafters - lumber 2 0 R16 2 2x"-16'+ rafters - lumber 53 0 ft Insulation IN1 1 12x2x8" batts ceiling insulation 90 0 IN2 1 12x16x8" batts floor insulation 1 0 IN3 1 12x2x8" batts roof insulation 93 0 IN 2 12x2x8" batts ceiling insulation 5 0 IN5 2 6x16x93" batts wall insulation 25 0 Flooring FL1 2 Carpet b sq ft Wall Brd WB1 1 'x8'x1/2" Sheet Sheetrock 1 0 WB2 1 Color 22, Almond sq ft WB3 2 'x8'x1/2" Sheet Sheetrock 19 0 WB 2 Color 1, Beige sq ft Windows W1 1 36x2 sngl casement-hr 2 0 W2 1 36x2 right sliding 0 W3 2 8x36 right sliding 2 0 Doors D1 1 hinge: hidden 9 0 D2 1 36x80x1 3/R ext D3 1 2x8 garage 2-Panel Garge Door 1 0 D 1 96x8 garage 2-Panel Garge Door 1 0 D5 1 36x80x1 3/L ext Int Trim T1 1 1x2-16ft+ window apron 30 0 ft T2 1 1x2-16ft+ sill 30 0 ft T3 1 1x2-16ft+ interior casing ft T 1 0x11 11/16-1" stair tread 1 0 T5 1 0x8" riser 1 0 T6 1 2" wide int. railing 05 0 in T 1 1 3/16" diam. square baluster 28 0 T8 1 1 treads stair stringer 2 0 T9 2 1x2-16ft+ window apron 9 0 ft T10 2 1x2-16ft+ sill 9 0 ft T11 2 1x2-16ft+ interior casing 21 0 ft T12 2 1x6-16ft+ base molding 22 0 ft Fixtures FX1 1 12W95D Garage Door Opener 1 0 FX2 1 12W91D Garage Door Opener 1 0 Electrical E1 1 wall mount Duplex 11 0 E2 1 wall mount Porch Lantern 0 E3 1 wall mount GFCI 1 0 E E5 1 wall mount Single Pole 3 0 E6 1 wall mount Electrical Panel 1 0 E 1 wall mount Three Way 3 0 E8 1 ceiling mount Half Dome 8 0 E9 2 wall mount Duplex 6 0 E10 2 wall mount Single Pole 2 0 E11 2 ceiling mount Half Dome 0 SDSCAD P O Box 3 Mendon, Utah

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