36 x 48 Barn. SDS-CAD Specialized Design Systems Copright Website 48'-0" 6'-0" 14'-9 13/16" 14'-9 13/16"

Transcription

1 48'-0" 12'-0" 24'-0" 12'-0" (vert)-g (vert)-g UP 36'-0" 14'-9 13/16" 2 in 12 14'-9 13/16" 12'-0" 36'-0" 6'-0" 3'-0" 18'-0" 3'-0" 6'-0" (vert)-v (vert)-v '-0" 3'-0" 7'-6" 3'-0" 7'-6" 3'-0" 6'-0" 36'-0" 12'-0" 14'-9 13/16" 2 in 12 14'-9 13/16" 36'-0" (vert)-g (vert)-g '-0" 12'-0" 6'-0" 24'-0" 36 x 48 Barn SDS-CAD Specialized Design Systems Copright sdscad@pcu.net Website

2 8' Retaining Wall 6/12 Pitch 24/12 Pitch 1/12 Pitch Min Right and Front Elevations Scale 1/8"=1' 36 x 48 Barn SDS-CAD Specialized Design Systems Copright sdscad@pcu.net Website

3 Rear and Left Side Elevations Scale 1/8"=1' 36 x 48 Barn SDS-CAD Specialized Design Systems Copright sdscad@pcu.net Website

4 Roof Framing Detail Scale 1/8"=1' 24" O.C. Typical Rafter Framing 36 x 48 Barn SDS-CAD Specialized Design Systems Copright sdscad@pcu.net Website

5 Front and Rear Framing Views Scale 1/8"=1' Typical Framing 16" O.C. 36 x 48 Barn SDS-CAD Specialized Design Systems Copright sdscad@pcu.net Website

6 Right and Left Side Detail Views Scale 1/8"=1' 36 x 48 Barn SDS-CAD Specialized Design Systems Copright sdscad@pcu.net Website

7 ID Su Flr Size Item Count Un S C 1 General 2 GN /4 high walfoundation 8" Concrete Stem 171 ft 3 GN /8 high walfoundation 8" Concrete Stem 53 ft 4 GN /16 high Siding-4 72 ft 5 GN high wall Siding-4 49 ft 6 GN5 1 heated roof area 1852 sqft 7 GN high wall Siding-4 47 ft 8 GN /8 high walsiding-4 12 ft 9 GN /8 high walsiding-4 12 ft 10 GN9 2 heated ceiling area 852 sqft 11 GN10 2 heated wall area 272 sqft 12 GN11 2 heated glass area 24 sqft 13 GN /8 high walsiding-4 11 ft 14 GN /8 high walsiding-4 11 ft 15 Subtotal: 16 Foundation 17 FO1 0 8" thick Concrete Concrete cuyd 18 FO2 0 2x6" treated mud sill 171 ft 19 FO3 0 1/2x6" foam sill seal 171 ft 20 FO4 0 foundation bolts FO5 0 16x8"h concrete footing 5.62 cuyd 22 FO6 0 no. 4 rebar (footing) 366 ft 23 FO7 0 no. 4 horiz. rebar (wall) 1462 ft 24 FO8 0 no. 4 vert. rebar (wall) 532 ft 25 FO sq ft concrete slab cuyd 26 FO sq ft steel mesh for slab 1610 sqft 27 Subtotal: 28 Subfloor 29 SF1 2 4x8'x3/4" sheetfloor sheathing 8 30 SF2 2 2x12"-16'+ rim joists - lumber 67 ft 31 SF3 2 2x12"-12' rim joists - lumber 3 32 SF4 2 2x12"-12' floor joists - lumber 9 33 SF5 2 2x12"-16'+ floor joists - lumber 75 ft 34 SF6 2 2x6"-36' ceiling joists - lumber 4 35 SF7 2 2x6"-11' ceiling joists - lumber Subtotal: 37 Framing 38 F1 1 8" thick Concrete Concrete cuyd 39 F2 1 2x4-16ft+ fir plate 375 ft 40 F3 1 2x4"-127 1/2" fir stud F4 1 2x4"-121 3/16" fir stud F5 1 2x4-16ft+ fir stud stock 236 ft 43 F6 1 2x4"-34 7/16" fir stud 3 44 F7 1 2x7-16ft+ header - lumber 40 ft 45 F8 1 2x4"-31 1/2" fir stud F9 1 2x8-16ft+ header - lumber 26 ft 47 F10 2 2x4-16ft+ fir plate 183 ft 48 F11 2 2x4-16ft+ fir stud stock 182 ft 49 F12 2 2x4"-91 1/2" fir stud F13 2 2x7-16ft+ header - lumber 14 ft 51 F14 2 2x4"-79 1/2" fir stud 4 52 F15 2 2x4"-24 1/16" fir stud 1 53 F16 3 2x4-16ft+ fir plate 46 ft 54 F17 3 2x4-16ft+ fir stud stock 27 ft 55 Subtotal: 56 Siding 57 S1 1 7" wide Siding Wood Cream 1748 ft

8 ID Su Flr Size Item Count Un S C 58 S2 1 4x8x5/8 Sheet Plywood-hrz S3 1 house wrap 2085 sqft 60 S4 2 7" wide Siding Wood Cream 616 ft 61 S5 2 4x8x5/8 Sheet Plywood-hrz S6 2 house wrap 308 sqft 63 S7 3 7" wide Siding Wood Cream 59 ft 64 S8 3 4x8x5/8 Sheet Plywood-hrz 1 65 Subtotal: 66 Ext Trim 67 EX1 1 1x5-36" 1 68 EX2 1 1x4-16ft+ ext. door casing 18 ft 69 EX3 1 5 in ext. door jamb 18 ft 70 EX4 1 1x4-16ft+ garage door casing 34 ft 71 EX5 1 5 in garage door jamb 34 ft 72 EX6 1 24" thick Concrete Concrete 2.22 cuyd 73 EX7 2 1x4-16ft+ exterior sill 8 ft 74 EX8 2 1x4-16ft+ ext. window casing 25 ft 75 Subtotal: 76 Roofing 77 R1 1 2x8"-16'+ ridge board - lumber 76 ft 78 R2 1 2x6"-13' rafters - lumber R3 1 2x8"-38' rafters - lumber 4 80 R4 1 2x8"-14' rafters - lumber 2 81 R5 1 4x2"-16'+ rafters - lumber 34 ft 82 R6 1 2x8"-13' rafters - lumber 2 83 R7 1 bend to slope roof/wall flashing 72 ft 84 R8 1 ridge cap 114 ft 85 R9 1 Roofing Dimensional Comp sqft 86 R10 1 4x8' sheets roof sheathing R11 1 2x8" gable fascia 129 ft 88 R12 1 2x8" eave fascia 228 ft 89 R13 1 metal drip edge 357 ft 90 R14 2 2x8"-16'+ ridge board - lumber 114 ft 91 R15 2 2x6"-10' rafters - lumber R16 2 2x8"-38' rafters - lumber 2 93 R17 2 2x8"-11' rafters - lumber 8 94 R18 2 4x2"-16'+ rafters - lumber 57 ft 95 R19 2 2x6"-11' rafters - lumber Subtotal: 97 Insulation 98 IN1 1 12x24x48" battsroof insulation IN2 2 12x24x48" battsceiling insulation IN3 2 4x16x93" batts wall insulation Subtotal: 102 Flooring 103 FL1 2 Carpet b4 222 sqft 104 FL2 2 4x8' sheets underlayment Subtotal: 106 Wall Brd 107 WB1 0 4x8'-1/2" ceiling wall board WB2 1 4x8x1/2 Sheet Sheetrock WB3 1 4x8'-1/2" ceiling wall board WB4 2 4x8x1/2 Sheet Sheetrock WB5 2 4x8'-1/2" ceiling wall board WB6 3 4x8x1/2 Sheet Sheetrock Subtotal: 114 Windows

9 ID Su Flr Size Item Count Un S C 115 W1 1 36x54 double hung W2 2 36x47 7/8 double hung Subtotal: 118 Doors 119 D1 1 36x80x1 3/4R ext D x120 garage Subtotal: 122 Int Trim 123 T1 1 1x2-16ft+ window apron 27 ft 124 T2 1 1x2-16ft+ sill 27 ft 125 T3 1 1x2-16ft+ interior casing 119 ft 126 T4 1 39x11 1/2-1" stair tread T5 1 39x8 1/2" riser T6 1 2" wide int. railing 240 in 129 T7 1 1" diam. baluster T treads stair stringer T9 2 1x2-16ft+ window apron 7 ft 132 T10 2 1x2-16ft+ sill 7 ft 133 T11 2 1x2-16ft+ interior casing 24 ft 134 T /2" wide int. railing 186 in 135 T /2" wide middle rail 186 in 136 T /4" diam. baluster T /2" square half newel post T /2" square newel post T17 2 1x6-16ft+ base molding 12 ft 140 Subtotal: Total:

10 Brick vaneer 1/2" gypsum wall board optional R-11 batt insulation optional base R-max insulating sheathing or 1/2" plywood 2" x 4" 16" oc simpson or equal m.a.b. anchor 3'6" oc & wind straps per code conc, slab 3000 psi, 4" min. 6-6#10 w.w. mesh finished floor level fin. grade slope to drain fill (2) #4 rebar contin. 6 mil poly compacted fill conc. footing (3000 psi) undisturbed soil footing 1'6 tall 1'4 wide MONOLITHIC SLAB with Brick Option 1x8 horizontal hardboard lap siding or stucco finish coat on stucco scratch coat on wire lath on # 15 felt on 1/2" cdx plywood 1/2" gypsum wall board R-11 batt insulation base R-max insulating sheathing or 1/2" plywood 2" x 4" 16" oc simpson or equal m.a.b. anchor 3'6" oc & wind straps per code stucco fin. grade slope to drain fill (2) #4 rebar contin. carpet conc, slab 3000 psi, 4" min. 6-6#10 w.w. mesh finished floor level 6 mil poly compacted fill conc. footing (3000 psi) undisturbed soil footing 1'6 tall 1'4 wide MONOLITHIC SLAB with SIDING or STUCCO Gambrel Roof Cabin 24' x 36' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

11 wood or hardboard siding or stucco finish coat on stucco scratch coat on wire lath on # 15 felt on 1/2" cdx plywood 1/2" gwb 7/16" osb board sheathing or 1/2" plywood r-11 batt insulation 2 x 4's 16" oc hurricane fasteners stud to sill plate every 3rd stud (or per local code) treated header block Simpson or eq. m.a.b. anchor, 3'-6" o.c. 2 4 base floor finish 4" conc. slab w/ 6x6 #10 mesh on 6 mil barrier NOTES: - footings shown are for standard soil bearing capacities - install perimeter slab #4 bar 8' oc 8" cmu fill solid w/ conc. # of blocks vary, depending on site conditions compacted fill with local codes stucco horizontal cmu wall ties 16" oc vert. where foundation wall is taller than 4 courses #3 bars. 4' oc #4 bars, continuous 8" 3000 psi conc. ftg. 1'4" RAISED SLAB with SIDING or STUCCO wood or hardboard siding or stucco finish coat on stucco scratch coat on wire lath on # 15 felt on 1/2" cdx plywood r-max sheathing or 1/2" plywood r-11 batt insulation 2 x 4's 16" oc hurricane fasteners stud to sill plate every 3rd stud 2 4 1/2" gwb base floor finish r-19 batt insulation 2 treated sill 8" cmu fill solid w/ conc. # of blocks vary, depending on site conditions stucco provide sill plate anchor bolts, joist to footing straps & stud to 2x10 band wind ties per code horizontal cmu wall ties 16" oc vert. where foundation wall is taller than 4 courses varies #3 bars. 4' oc 2 # 4 bars, continuous 8" 3000 psi conc. ftg. 1'4" CRAWL SPACE FOUNDATION with SIDING or STUCCO Gambrel Roof Cabin 24' x 36' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

12 1/2" ANCHOR BOLTS 6' O.C. 4" CONCRETE FLOOR W/ WIRE MESH VAPOR BARRIER 4" GRAVEL BASE GRADE 6" 36" 8" POURED CONCRETE W/ VERTICAL REINF (IF REQUIRED) DAMP PROOFING (TO GRADE) 8" X 20" CONT. CONCRETE FOOTING RE-BAR (2) FOUNDATION - FROST (SLAB) - POURED CONC. BLK.8" X 34" 1/2" ANCHOR BOLT 6' O.C. 4" CONCRETE SLAB W/ WIRE MESH 6" MIN. GRADE 12" X 18" CONT. CONCRETE FOOTING REBAR (2) PERIMETER VAPOR BARRIER 4" GRAVEL BASE MONOLITHIC SLAB ON GRADE SINGLE POUR CORNER INSTALLATION ONE #4 REBAR IN SHEAR CONE 12" MINIMUM REBAR LENGTH Foundation details may vary depending on your local building conditions and codes. Consult a contractor or local building department to ensure proper techniques for your areas building codes. 2 x EMBEDMENT LENTH + 12" MINIMUN REBAR LENGTH 30" MINIMUM REBAR LENGTH Simpson Strong-Tie CORNER DISTANCE FROM EDGE OF STRAP TO CORNER HPAHD HPAHD_2.PL1 Simpson Strong-Tie HPAHD22 HPAHD_1.PL1 Foundation Details Details and Specifications Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address sdscad@pcu.net 1

13 ROOFING AND ROOF SHEATHING 12 4 ALTERNATIVE FRIEZE BLOCK W/SCREENED VENT LOCATION FRIEZE BLOCK W/SCREENED VENT TRIM CONTINUOUS FASCIA EXPOSED RAFTER TAIL STUD WALL WITH SHEATHING AND FINISH H10 H5 LTS12 SP2 SP4 H2.5 Eave and Truss Detail Details and Specifications Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address sdscad@pcu.net 2

14 Notes Western or Platform Framing Before any of the superstructure is erected, the first floor subflooring is put down making a platform on which the walls and partitions can be assembled and tilted into place. The process is repeated for each story of the building. This framing system is used frequently. Firestopping All concealed spaces in framing, with the exception of areas around flues and chimneys, are to be fitted with 2 in. blocking arranged to prevent drafts between spaces. Exterior Wall Framing One-story buildings: 2 x 4's 16 in. or 24 in. o.c.; 2 x 6's, 24 in. o.c. Two and three stories: 2 x 4's, 16 in o.c.; 2 x 6's, 24 in. o.c. Bracing Exterior Walls Because floor framing and wall frames do no interlock, adequate sheathing must act as bracing and provide the necessary lateral resistance. Where required for additional stiffness or bracing, 1 x 4's may be let into outer face of studs at 45 angle secured at top, bottom, and to studs. Bridging for Floor Joists May be omitted when flooring is nailed adequately to joist; however, where nominal depth-tothickness ratio of joists exceeds 6, bridging would be installed at 8 ft 0 in. intervals. Building codes may allow omission of bridging under certain conditions.

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16 GENERAL NOTES: 2. VERIFY ALL DIMENSIONS PRIOR TO STARTING THE WORK. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUB-CONTRACTORS PRIOR TO CONSTRUCTION. 4. CONNECT WATER, GAS, ELECTRIC LINES TO EXISTING UTILITIES IN ACCORDANCE WITH LOCAL CITY BUILDING CODES. SOIL: 1. ALLOWABLE SOIL PRESSURE P.S.F. MINIMUM MIN. FTG. DEPTH PER DETAILS. CONCRETE: 1. FOUNDATIONS DAYS. TYPE II CONC. 5 BAG. 3. PROVIDE CONSTRUCTION 400 SQ. FT. MAXIMUM. 4. WALKS AND DRIVES DAYS, NO FLY ASH. STRUCTURAL STEEL: 2. BOLTS - ASTM A-307. LATEST AISC AND AWS CODES APPLY. ALL CONST. PER LATEST AISC HANDBOOK. MIN. EMBEDMENT OF ALL BOLTS IN MASONRY, GROUT OR CONC. TO BE 7". 3. ALL EXPANSION BOLTS TO BE "WEDGIT", RAM-SET, OR RED HEAD PHILLIPS (I.C.B.O. APPROVED) TYPE WITH A 360 EXPANSIVE WEDGING ACTION. 4. SEE DETAILS FOR SIZE. WELDING: STRUCTURAL 1. COMPLY WITH ALL APPLICABLE STATE, COUNTY AND LOCAL BUILDING CODES, ORDINANCES AND REGULATIONS PERTAINING TO THIS CONSTRUCTION. 2. PROVIDE TERMITE PROTECTION OVER A.B.C. PER GOVERNMENTAL REGULATIONS. 2. FLOOR SLABS DAYS. MAX. SLUMP = 3", NO FLY ASH 1. ASTM A-36, Fy = 36 KSI, STRUCTURAL TUBES SHAL BE ASTM A-500 (Fy-46KSI) 1. E70xx LOW HYDROGEN RODS LUMBER: 1. ALL SAWN LUMBER SHALL BEAR STAMP OF WWPA OR APPROVED TESTING AGENCY. 2. ROOF JOISTS, FLOOR JOISTS, BEAMS, LEDGERS AND PLATES TO BE DOUGLAS FIR #2 OR BETTER. 3. STUDS TO BE HEMLOCK FIR, STUD GRADE OR APPROVED EQUAL. TRUSSES: 1. TO BE MANUFACTURED BY CITY AND STATE APPROVED FABRICATOR. (AS REQ'D. BY GOVERNING MUNICIPALITY). Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address sdscad@pcu.net

17 NAILING SCHEDULE: 1. STUD TO SOLE PLATE END NAIL2-16d 2. DOUBLED STUDS FACE NAIL 24" O.C. 3. DB. TOP PLATE FACE NAIL 16" O.C. 4. TOP PLATE TO STUD END NAIL W/ 2-16d 5. HEADER TO STUD 3-16d 6. ALL OTHER NAILING SHALL BE PER U.B.C. TABLE 25-Q UNLESS OTHERWISE NOTED 7. EXTERIOR SIDING SHALL BE NAILED TO FRAMING WITH 6d 6" EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. PLYWOOD: 1. ROOF PLYWD. SHALL BE 1/2" STD. GRADE SHEATHING (5-PLY) W/ EXTERIOR GLUE. SPAN INDEX RATIO 32/16 W/ STAMP OF APPROVED TESTING AGENCY OR ORIENTED STRAND BOARD NER ROOF PLYWOOD SHALL BE NAILED W/ 16" O.C., EDGES, BEARING & BOUNDAR & 12" O.C. INTERMEDIATE. FRAMING: 1. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. 2. ALL BEARING STUD WALLS TO BE 16" O.C. INTERIOR AND EXTERIOR AS NOTED ON PLANS. 3. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES. 4. ROOF AND FLOOR PLYWOOD SHEATHING PANEL EDGES SHALL BEAR ON FRAMING MEMBERS AND BUTT ALONG THEIR CENTER LINES WITH PANEL EDGES STAGGERE AND FACE GRAIN PERPENDICULAR TO SUPPORT. 5. FIRE STOPS SHALL BE PLACED IN ALL CONCEALED SPACES IN WALLS, AT FURRED SPACES & AT FLOOR/CEILING LEVELS SO THAT NO CONCEALED SPACE EXCEEDS TEN FEET. REINFORCING STEEL: 1. ASTM A FY = 60 KSI. 2. STEEL REINFORCING BARS SHALL BE DEFORMED GRADE 60. LAP VERTICAL BARS A MIN. OF 36 BAR DIAMETERS. TIE W/ APPROVED WIRE TIES. Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address sdscad@pcu.net

18 SITE WORK: 1. MAKE SURE SETBACKS ARE IN COMPLIANCE WITH THOSE SHOWN ON PLANS. 2. SEISMIC ZONE, NO ALL STUMPS ROOTS AND ORGANIC MATTER SHALL BE REMOVED FROM THE SOIL IN THE AREA OF THE BUILDING. 4. LOT MUST BE GRADED TO INSURE PROPER DRAINAGE. THIS MUST BE COMPLETED PRIOR TO FINAL INSPECTION. 5. SOIL SHOULD NOT BE A HIGHLY EXPANSIVE SOIL TYPE WITH OUT HAVING A SOIL REPORT PREFORMED BY A SOILS ENGINEER AND RECEIVING APPROVAL FROM LOCAL BUILDING DEPARTMENT TO CONSTRUCT BUILDING ON SAID TYPE SOIL. 6. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSI AT 2' BELOW ADJACENT FINISHED GRADE FOR DESIGN. 7. FINISHED FLOOR TO BE 16" MIN. ABOVE LOT'S OUTFALL. 8. THAT PORTION OF THE FOUNDATION WHICH SUPPORTS TWO STORIES SHALL HAVE AN 8" MIN. STEMWALL. 9. BOTTOM OF FOOTINGS SHALL BE PLACED 30" MIN. BELOW EXISTING GRADE AND TOPS OF STEMS SHALL BE 10" MIN. ABOVE FINISHED GRADE. CONCRETE: 1. ALL SLABS ARE TO BE 4" CONC. OVER 4" GRAVEL UNLESS OTHERWISE NOTED ON THE PLANS. 2. CONCRETE TO BE ACI , TYPE II CEMENT, 2500 P.S.I. AT 28 DAYS, 5" MAX. SLUMP. 3. REINFORCING TO BE ASTM A615-BARS WITH Fy=60 K.S.I. LAP 30 DIA. MIN. AT SPLICES OR WELD PER ACI STD. 4. CONCRETE DESIGN BASED ON Fc 2000 P.S.F., Fc 2500 P.S.I. FOR QUALITY ONLY. 5. ANCHOR BOLTS SHALL BE A-307 EMBEDDED 7" MIN. INTO CONCRETE OR MASONRY GROUT. ROOF FRAMING: 1. FASCIA TO BE 2"x 4" DOUGLAS FIR PER DETAIL SHEET. 2. FOR SOFFIT SIZE SEE DETAIL SHEET. 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. 6. SOLID BLOCKING REQUIRED BETWEEN JOISTS, RAFTERS, AND TRUSSES OVER ALL BEARING WALLS. SUCH BLOCKING SHALL BE 1 1/2" MIN. 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 P.S.F., AND ROOF DEAD LOAD OF 15 P.S.F. 9. PLYWOOD ROOF DECKING TO BE 1/2" THICK, 24/0, CDX OF 7/16 WAFFER. WOODS AND PLASTICS: 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 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 HEADER SIZES (TWO STORY CONSTRUCTION) 2'-0" TO 3'-0" SPAN 2-2x4's 3' + TO 5'-0" SPAN 2-2x6's 5' + TO 7'-0" SPAN 2-2x8's 7' + TO 8'-0" SPAN 2-2x10's 2. BRACE ALL EXTERIOR WALLS AND CROSS-STUD PARTITIONS AT EACH END OF BUILDING AND AT LEAST EVERY 25' OF LENGTH BUY 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. 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"x 6" STUDS AT 16" O.C.. INTERIOR WALL FRAMING AT NON-BEARING WALLS TO BE 2"X 4" STUDS AT 24" O.C. AND AT BEARING WALLS 2"x 4" STUDS AT 16" O.C. WITH DOUBLE TOP PLATE. 6. SHEAR WALL TO BE 3/8" CDX PLYWOOD APPLIED HORIZONTALLY. 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. FLOOR FRAMING: 1. ALL FLOOR JOIST TO BE DOUGLAS FIR #2 OR 16" O.C. UNLESS OTHERWISE NOTED. 2. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS. 3. USE SIMPSON H 2.5 HURRICANE ANCHORS AT EACH FLOOR JOIST TO BEARING WALL CONNECTION. 4. SOLID BLOCKING BETWEEN JOISTS OVER ALL BEARING WALLS, AND MIDSPANS SUCH BLOCKING SHALL BE 2" MIN. THICKNESS AND FULL DEPTH OF JOISTS. 5. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE HEADER SIZE TABLE UNLESS OTHERWISE NOTED. 6. BASIS OF DESIGN: FLOOR LIVE LOAD OF 40 P.S.F., AND FLOOR DEAD LOAD OF 15 P.S.F. 7. FLOOR DECKING TO BE 3/4" THICK T & G WAFER BOARD. 8. JOIST HANGERS TO BE SIMPSON U210 OR EQUAL UNLESS OTHERWISE NOTED. 9. DOUBLE JOISTS AND OR DOUBLE BLOCKING AT ALL INTERIOR WALLS. STAIRS: 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" MIN., 3-2x12 STRINGERS REQUIRED, 2x12 BLOCKING, 3/4" WAFER BOARD RISERS AND 2x6 LEDGER. 2. HANDRAIL/GUARDRAILS FINAL STYLE, MATERIAL AND COLOR TO BE OWNER'S CHOICE. DESIGN TO BE PER U.B.C GUARDRAILS TO BE 42" HIGH MIN. FROM FLOOR. 4. HANDRAILS TO BE 34"-38" ABOVE TREAD NOSING. 5. OPEN RAILING TO HAVE INTERMEDIATE RAILS OR ORNA- MENTAL PATTERN SUCH THAT A SPHERE 4" ROUND CANNOT PASS THOROUGH. 6. MINIMUM STAIR REQUIREMENTS: MAX. 8" RISE, MIN. 9" RUN, MINIMUM HEAD CLEARANCE 6'-8". 7. PREFERRED STAIR REQUIREMENTS: RISE 7" TO 7 1/2", RUN 11" TO 12", MINIMUM HEAD CLEARANCE 7'-0". THERMAL AND MOISTURE PROTECTION: 1. ASPHALT SHINGLES OVER TYPE 30 FELT OVER 7/16" MIN. WAFFER BOARD WITH FOUR NAILS EACH. 2. R-38 INSULATION IN CEILING AND R-19 INSULATION IN EXTERIOR WALLS. 3. INSTALL CAULKING COMPOUND AT ALL PENETRATIONS IN BUILDING ENVELOPE, I.E., HOLES DRILLED IN TOP PLATES AROUND WINDOWS, DOORS, SERVICE ENTRANCE PANEL. 4. ENCLOSED ATTICS AND SPACES BETWEEN RAFTERS SHALL HAVE CLEAR CROSS-VENTILATION AREAS TO THE OUTSIDE. VENTS SHALL PROVIDE AIR INTAKE TO MEET SEC (C) CURRENT U.B.C.. ATTICS SHALL BE PROVIDED WITH AN ACCESS OPENING 22"x30" WITH MIN. HEAD ROOM ABOVE ACCESS OPENING OF 30". 5. POLYSTRENE INSUL. BD. SHALL NOT BE EXPOSED TO ATTIC. REPLACE POLYSTRENE INSUL. BD. AT ATTIC WITH APPROVED BLACK INSUL. BD. OR SEPARATE POLYSTRENE INSUL. BD. FROM ATTIC WITH 1 LAYER OF 1/2" SHEETROCK (SEC. 1712(B)3, CURRENT U.B.C.). DOORS, WINDOWS, AND GLASS: 1. ALL BEDROOM WINDOWS TO BE 44" MAX. OFF OF FINISHED FLOOR. SUCH WINDOWS SHALL HAVE A CLEAR OPENING OF 5.7 SQ. FT. MIN., CLEARANCE HEIGHT OF 24" MIN., CLEARANCE WIDTH 20" MIN. PER SEC.1204 CURRENT U.B.C.. 2. ALL INTERIOR DOORS TO HAVE BASE BOARD TYPE DOOR STOPS (HINGE TYPE OPTIONAL). 3. ALL EXTERIOR DOORS TO BE SOLID CORE. 4. DOOR OPENING INTO THE GARAGE FROM THE LIVING QUARTERS TO BE SOLID CORE AND EQUIPPED WITH A SELF CLOSING DEVICE. 5. FRAMELESS GLASS DOORS, GLASS IN DOORS, FIXED GLASS PANELS AND ALL GLASS WITHIN 18" OF FLOOR OR 12" OF ANY DOOR AND SIMILAR GLAZED OPENINGS SUBJECT TO HUMAN IMPACT SHALL BE TEMPERED GLASS AND COMPLY WITH SEC CURRENT U.B.C.. FINISHES: 1. FINISHED CEILINGS TO HAVE 1/2" DRYWALL W/ SKIP TOWEL FINISH OR AS DIRECTED BY OWNER / BUILDER. 2. INTERIOR WALL TO HAVE 1/2" DRYWALL TEXTURED AS DIRECTED BY OWNER / BUILDER. 3. 5/8" DRYWALL IS REQUIRED AT STAIRWAYS WALLS, CEILING AND UNDER STAIRS. 4. 5/8" DRYWALL ON CEILING (TYPE "X") OF GARAGE AND WALLS OF GARAGE ADJACENT TO LIVING AREA. 5. USE 5/8" SHEET ROCK ON CEILING WHERE SUPPORTED AT 24" ON CENTER. 6. DRYWALL SHALL BE NAILED 4" O.C. AT EDGES & 6" O.C. IN THE FIELD OF EACH SHEET. 7. USE TYPE "WR" SHEETROCK AS BACKING AT ALL SHOWER LOCATIONS ALONG WITH CERAMIC TILE OR APPROVED EQUAL TO A HEIGHT OF 70" ABOVE FLOOR DRAIN. (SEC.5406 CURRENT U.B.C.) MASONRY: 1. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. FOR ALL MASONRY WORK. 2. BRICK VENEER SHALL BE FASTENED TO WALL PER SEC , CURRENT U.B.C. 3. ALL MASONRY MATERIALS USED MUST COMPLY WITH SECTION 2403 CURRENT U.B.C. PLUMBING: 1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF WATER, GAS AND SEWER LINES. 2. INSTALL APPROVED AIR-GAP FITTINGS ON DISCHARGE SIDE OF DISHWASHER. 3. ALL EQUIPMENT TO BE NEW AND OF EQUAL QUALITY AS SPECIFIED. 4. AFTER THE PLUMBING SYSTEM INSTALLATION IS COMPLETED THE CONTRACTOR SHALL CONDUCT AN OPERATION TEST FOR APPROVAL. 5. PLUMBING SHALL BE DESIGNED FOR WATER SOFTENING EQUIPMENT EXCEPT THAT RAW WATER LINES SHALL BE PROVIDED TO OUTSIDE HOSE BIBS. 7. ALL SHOWER HEADS ARE TO BE INSTALLED AT 6'-6" ABOVE FINISHED FLOOR OF SHOWER OR TUB. 8. USE ABS FOR WASTE AND VENT PIPING AND COPPER FOR WATER PIPING. 9. PROVIDE HOT WATER RELIEF VALVE FOR WATER HEATER AND DRAIN. 10. MAIN PLUMBING STACKS SHALL RUN UNDIMINISHED IN SIZE (3" MIN.) AND DIRECT AS POSSIBLE FROM THE MAIN DRAIN TO THE OPEN AIR ABOVE THE ROOF. 11. TOILETS TO BE SET WITH A MIN. OF 15" FROM ITS CENTER TO A VERTICAL SURFACE (SEC. 907(C) U.P.C. & SEC. 511(A) CURRENT U.B.C.) CLIMATE CONTROL: 1. FOR A/C UNITS INSTALLED EITHER IN ATTIC OR ON SECOND FLOOR AN EXTRA CORROSIVE RESISTANT WATER TIGHT PAN IS REQUIRED PER U.M.C. SEC PROVIDE EXHAUST FAN AT BATHROOM AND AT THE KITCHEN WHERE SHOWN ON THE PLANS. 3. DUCTWORK SHALL COMPLY WITH CH. 10 OF CURRENT U.B.C. 4. FURNACE SYSTEM AND INSTALLATION OF FURNACE TO COMPY WITH CHAPTER 7 OF CURRENT U.B.C. 5. ALL DUCT REGISTERS TO BE OPERABLE AND ABLE TO BE SMOOTHLY CLOSED AND OPENED BY THE HOME OWNER. ELECTRICAL SYSTEMS: 1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF LINES. 2. PROVIDE 20 FT. OF NO. 4 COPPER WIRE AS GROUND ELECTRODE INFOUNDATION FOOTING. 3. BOND INTERIOR PIPING SYSTEM WITH #8 BARE COPPER. 4. PROVIDE MAIN JUMPING BOND WITH #4 BARE COPPER. 5. ELECTRICAL SERVICE IS TO BE 100 AMP SERVICE, 120/240 VOLT, 1 PHASE RAINTIGHT, UNDERGROUND. 6. PROVIDE SEPARATE 20 AMP CIRCUITS TO WASHER. 7. PROVIDE 20 AMP CIRCUITS TO FAMILY AND DINING ROOM, AND A MINIMUM OF TWO 20 AMP CIRCUITS TO KITCHEN. 8. PREWIRE FOR T.V., TELEPHONE IN KITCHEN, FAMILY ROOM, LIVING ROOM, AND IN EVERY BEDROOM. 9. INSTALL GROUND FAULT CURRENT INTERRUPTER ON EX- TERIOR, GARAGE, KITCHEN AND BATHROOM OUTLETS. 10. BOTTOM HALF OF OUTLET CONTROLLED BY SWITCH WHEN SHOWN. 11. ALL OUTLETS IN KITCHEN ARE TO BE AT +44" EXCLUDING THOSE FOR THE REF'G., RANGE, DISP., DISHWASHER. 12. MAXIMUM SPACING OF OUTLETS SHALL NOT EXCEED 12 FT. ALONG WALL LINE AND AT ANY WALL OVER 24" WIDE IN ALL ROOMS EXCEPT KITCHEN, BATH, UTILITY, GARAGE. 13. INSTALL LIGHT IN WALK-IN CLOSET 18" MIN. HORIZ. FROM ANY SHELF. 14. PROVIDE A VENTILATION FAN CAPABLE OF PRODUCING A CHANGE OF AIR EVERY 12 MINUTES FOR BATH OR UTILITY ROOMS WITHOUT THE REQUIRED WINDOW VENTILATION. 15. PROVIDE SMOKE DETECTOR ALARM CONFORMING TO SEC. 1210(A) U.B.C. AND LOCAL BUILDING CODES IN EVERY BEDROOM AND ON EACH FLOOR.