BARN MAIN FLOOR PLAN. #G457a 12 x 20 x 8 Gentleman Bunkhouse Shed By SDS-CAD Specialized Design Systems 12'-0" 3'-0" 4'-0" 1'-6" 3'-0" 1'-6" 20'-0"

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1 3'-0" 12'-0" '-0" 3'-0" BWP 010 BWP BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BARN TO BE BUILT AS PER LOCAL CODE REQUIREMENTS 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. #G457a 12 x 20 x 8 Gentleman Bunkhouse Shed By 20'-0" 3'-0" 4'-0" 1'-" 3'-0" 1'-" 4'-0" 3'-0" 308 4' WIDE SHELF 7' HIGH 010 3'-0" '-0" 3'-0" 12'-0" 3'-0" 4'-0" '-0" 4'-0" 3'-0" 20'-0" 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 30 year charcoal architectural shingles and cedar clapboard siding over structural panel. Nailing schedule is " on ends 12" on centers d nails. Framing is 2" x " on 1" centers. 8' ceiling height. SCALE 1/4"=1' BARN MAIN FLOOR PLAN 1

2 10/12 PITCH TRUSS RO Ridge Vent and Ridge Caps REAR ELEVATION Keystone trim over windows and at peak not shown see sample photo LEFT ELEVATION 30 Year Charcoal Architectural Asphalt Shingles Cedar Clapboard Siding 72 x 15 Transom Window Above Wall Plates 7" Overhang all 4 walls Pine Trim All Around 8'-0" 5'-8" 13'-8" FC Cedar Clapboard Siding Over Structural Panel all 4 Walls 7'-10" Tall 2 x Walls FF 8" 12 x 20 Slab Foundation SCALE 1/4"=1' FRONT ELEVATION RIGHT ELEVATION 2

3 12x20 Colonial Gentleman's Barn Design Notes 1) Built on 8" concrete slab 12'x20', with "J" anchors, 2) 2x Pressure treated bottom wall plates, 3) 2x kiln dried wall studs 1" on center, wall height 7'.10", 4) 10/12 Roof trusses,1" on center, 5) One, 72"x7" Door opening ( gable end wall for double rolling pine doors ), ) One, 72"W x 15"H, Transom window opening ( above top wall plates, over door, for true divided light transom ), 7) Four, 48"W x 24"H window openings ( two on each load bearing wall for tilt in sash windows ), 8) 7" roof overhand all four walls 9) Cedar Clapboard all four walls, 10) Keystone trim over windows and at roof peak, 11) Reproduced of old fashioned style antique horse shoe rolling / sliding door hardware, 12) 30yr Architectural roof shingles ( Charcoal ) 13) Ridge Vent and ridge caps, 14) Pine trim all around, 15) Interior storage loft, 4' x 12', ( across back wall, 7' off the floor ) Sample Keystone Trim Over Window Sample Sliding Door Hardware 8" Slab Foundation 12'-0" 20'-0" FOUNDATION PLAN SCALE 1/4"=1' PICTORIAL VIEW Concrete: 1. All slabs are to be min 8" 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. If required 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 1500 psf, Fc 2500 psi for quality only. 5. Anchor bolts shall be A-307 embedded 7" minimum into concrete or masonry grout. 3

4 010 Framing views are for basic reference only Optional 4' Wide 7' High Shelf 010 Optional 10/12 Pitch Scizzor Engineered Truss For Larger Storage 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 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. 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. 4. Use Simpson H-1 hurricane anchors at each truss or rafter to wall connection. 5. 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. 7. Basis of design roof live/snow load of 40 psf, and roof dead load of 15 psf. 8. Plywood roof decking to be Min ½" thick, 24/0, CDX or 5/8 wafer. 9. 4/12 Pitch Engineered Attic Scissor Trusses WALL FRAMING SECTIONS SCALE 1/4"=1' 4

5 SINGLE POUR CORNER INSTALLATION HPAHD straps for all () Alternate Braced Wall Panels See additional detail for all (BWP) Braced Wall Panels TYPICAL ALTERNATE BRACED WALL PANEL () GRADE 2 % MIN. SLOPE " 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. 5" CONC. SLAB Footing and concrete wall option NOTE: TYPICAL DETAILS FOR CONSTRUCTION TO MEET BUILDING REQUIREMENTS. BARN 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. TYPICAL BRACED WALL PANEL (BWP) Vaulted Truss Not Shown 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 " 1/2" ANCHOR BOLT 32" O.C. 1 x FASCIA 2 x 1" O.C. 5" CONCRETE SLAB 7/1" MIN STRUCTURAL SHEATHING VAPOR BARRIER 4" GRAVEL BASE " MIN. GRADE 8" X 20" CONCRETE THICKENED EDGE SLAB MINIMUM 2 x 4 Bottom Plate 2 x TREATED MUDSILL 1/2" x 10" ANCHOR BOLT EMBEDDED 7" INTO CONC. 5" CONC. SLAB OVER 4" GRAVEL SLOPE TO OUTSIDE Monolithic slab foundation option BARN TYPICAL SECTION DETAILS 5

6 Total: REVISIONS Verify Before Construction General GN1 1 9 high wall Siding ft GN /4 high wall Siding ft GN3 1 heated floor area sq ft GN4 1 heated roof area sq ft GN /4 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 4 0 ft FO4 1 foundation bolts 12 0 FO5 1 20x"h concrete footing cu yd FO 1 no. 4 rebar (footing) ft Subfloor SF1 1 2x"-22' ceiling joists - lumber 1 0 Framing F1 1 2x11-1ft+ header - lumber 25 0 ft F2 1 2x-1ft+ fir plate ft F3 1 2x-1ft+ fir stud stock ft F4 1 2x7-1ft+ header - lumber 41 0 ft F5 1 2x"-91 1/2" fir stud 29 0 F 1 2x"-4 3/4" fir stud 3 0 F7 2 2x-1ft+ fir stud stock 54 0 ft F8 2 2x-1ft+ fir plate 4 0 ft Siding S /2" wide Siding Wood Pine ft S2 1 4'x8'x5/8" Sheet Plywood-hrz 1 0 S3 1 house wrap sq ft S /2" wide Siding Wood Pine 2 0 ft S5 2 4'x8'x5/8" Sheet Plywood-hrz 2 0 Ext Trim EX1 0 4" thick - concrete grey cu yd EX2 1 1x4-1ft+ exterior sill - framing fir stock std ft EX3 1 1x4-1ft+ ext. window casing - framing fir stock 55 0 ft EX4 1 1x7-3" door threshold 1 0 EX5 1 1x4-1ft+ ext. door casing 17 0 ft EX 1 7 in ext. door jamb 17 0 ft EX7 1 1x in (2) corner board - framing fir stock std ft Roofing R " roof truss 11 0 R2 1 2x8"-1'+ ridge board - lumber 21 0 ft R3 1 2x"-22' rafters - lumber 2 0 R4 1 2x"-10' rafters - lumber 4 0 R5 1 2x4"-1'+ rafters - lumber 19 0 ft R 1 ridge vent 41 0 ft R7 1 ridge cap 41 0 ft R8 1 Roofing Dimensional Comp sq ft R9 1 4x8' sheets roof sheathing 19 0 R10 1 2x" gable fascia 58 0 ft R11 1 2x" eave fascia 83 0 ft R12 1 metal drip edge ft Insulation IN1 1 12x1x48" batts floor insulation 45 0 IN2 1 12x1x48" batts roof insulation 48 0 Wall Brd WB1 1 4'x8'x1/2" Sheet Sheetrock 1 0 WB2 2 4'x8'x1/2" Sheet Sheetrock 2 0 Windows W1 1 72x12 fixed glass 2 0 W2 1 48x24 hopper 4 0 Doors D1 1 3x80x1 3/4R ext. -Panel 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 Int Trim T1 1 1x4-1ft+ window apron 32 0 ft T2 1 1x4-1ft+ sill 32 0 ft T3 1 1x4-1ft+ interior casing 72 0 ft Electrical E1 1 wall mount Duplex 7 0 E2 1 wall mount Caged Lantern 2 0 E3 1 ceiling mount Half Dome Light - lighting grey 2 0 Computer Generated Materials List From the 3D CAD Model