Gambrel Roof Garage 24' x 36' SDS-CAD Specialized Design Systems Copyright 2002

Transcription

1 S S S UP S

2 24'-0" 4'-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 4'-6" '-0" 12'-0" 24'-0" 10'-6" 3'-0" 10'-6" 4'-6" 3'-0" 4'-6" S S x12 joists 16" OC Micro Lam Beam 5 1/2" x 14" Min UP S S '-6" 3'-0" 4'-6" 6" 8'-6" 3'-0" 9'-0" 3'-0" 24'-0" 12'-0" 36'-0" '-6" 8'-0" 3'-0" 8'-0" 2'-6" 24'-0" Main Floor Plan Scale 3/16"=1'

3 24'-0" 4'-0" 16'-0" 4'-0" 2'-6" 3'-0" 5'-0" 3'-0" 2'-6" DN 36'-0" 36'-0" '-6" 3'-0" 5'-0" 3'-0" 2'-6" 4'-0" 16'-0" 4'-0" 24'-0" Second Floor Plan Scale 3/16"=1'

4 24'-0" 36'-0" 36'-0" 24'-0" Foundation Plan Scale 3/16"=1'

5 Elevation Views Scale 1/8"=1'

6 Elevation Views Scale 1/8"=1'

7 Main Floor Framing 2" x 8" Exterior Walls 2" x 4" Divider Wall 16" o.c. Single Base Plate Double Top Plate 2" x 12" Joists 16" o.c. Garage Door Header Min 2-2" x 12" Door and Window Headers Min 2" x 8" Main Beam to run Through Center of garage Min Size 5 1/2" X 14" Micro Lam With Max Span of 20' All Framing to be Done as per UBC and Local Codes Framing Details Scale 1/8"=1'

8 Roof Framing Layout Scale 1/8"=1' 24" o.c. 2" x 8" Rafters 2" x 10" Ridge Board See Detail for more Info

9 2 x 8 Ridge 6/12 Pitch 9'-4 7/16" 2 x 6 Rafters 8'-0" 10'-10 7/8" 24/12 Pitch 2 x 12 Joist Double - 2 x 12 Header 2 x 8 Walls 9'-0" See Foundation Details For Concrete Spec

10 General Stuctural Sections Scale 3/16"=1' See General Specifications for Details

11 Stair Detail Scale 1/8"=1' Stair Width 36" Rise Max 8" Run 9" Min Railing Min 32" Max 36" Ballister Max Spacing 4" 6' 8" Min Head Room 36" x 36" Min Landing Top and Bottom 3-2" x 12" Stringers Railing Both Sides on Second Floor

12 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

13 wood or hardboard siding or stucco finish coat on stucco scratch coat on wire lath on # 15 felt on 1/2" cdx plywood 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 2 4 header block Simpson or eq. m.a.b. anchor, 3'-6" o.c. #4 bar 8' oc 8" cmu fill solid w/ conc. # of blocks vary, depending on site conditions stucco 1/2" gwb base floor finish 4" conc. slab w/ 6x6 #10 mesh on 6 mil barrier compacted fill horizontal cmu wall ties 16" oc vert. where foundation wall is taller than 4 courses NOTES: - footings shown are for standard soil bearing capacities - install perimeter slab with local codes #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

14 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

15 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

16 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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18 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

19 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

20 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.

21 ID Sub Flr Size Item Count Un Price Tot. Cost Supplier 1 General 2 GN /4 high wall Foundation 8" Concre 118 ft 3 GN high wall siding ft 4 GN high wall Interior-4 24 ft 5 GN4 1 heated ceiling area 288 sqft 6 GN5 1 heated roof area 644 sqft 7 GN /16 high wall siding-8 71 ft 8 GN high wall siding-8 47 ft 9 GN /8 high wall Interior-4 71 ft 10 GN9 2 heated ceiling area 576 sqft 11 GN10 2 heated wall area 337 sqft 12 GN11 2 heated glass area 27 sqft 13 GN /8 high wall siding-8 27 ft 14 Subtotal: 15 Foundation 16 FO1 0 8" thick Concrete Concrete 5.84 cuyd 17 FO2 0 2x6" treated mud sill 118 ft 18 FO3 0 1/2x6" foam sill seal 118 ft 19 FO4 0 foundation bolts FO5 0 16x8"h concrete footing 3.86 cuyd 21 FO6 0 no. 4 rebar (footing) 251 ft 22 FO7 0 no. 4 horiz. rebar (wall) 752 ft 23 FO8 0 no. 4 vert. rebar (wall) 243 ft 24 FO sq ft concrete slab 9.70 cuyd 25 FO sq ft steel mesh for slab 785 sqft 26 FO11 1 2x6" treated mud sill 24 ft 27 FO12 1 1/2x6" foam sill seal 24 ft 28 FO13 1 foundation bolts 5 29 FO x16"h concrete footing 1.54 cuyd 30 FO15 1 no. 4 rebar (footing) 26 ft 31 FO16 1 no. 4 horiz. rebar (wall) 255 ft 32 FO17 1 no. 4 vert. rebar (wall) 112 ft 33 Subtotal: 34 Subfloor 35 SF1 2 4x8'x3/4" sheets floor sheathing SF2 2 2x12"-16'+ rim joists - lumber 120 ft 37 SF3 2 2x12"-24' floor joists - lumber SF4 2 2x12"-16'+ floor joists - lumber 36 ft 39 SF5 2 2x6"-36' ceiling joists - lumber 4 40 SF6 2 2x6"-13' ceiling joists - lumber Subtotal: 42 Framing 43 F1 1 2x8-16ft+ fir plate 370 ft 44 F2 1 2x8"-103 1/2" fir stud F3 1 2x8-16ft+ fir stud stock 204 ft 46 F4 1 2x7-16ft+ header - lumber 60 ft 47 F5 1 2x8"-16 3/4" fir stud 6 48 F6 1 2x4"-103 1/2" fir stud F7 1 2x8"-8 1/2" fir stud F8 1 2x12-16ft+ header - lumber 34 ft 51 F9 1 2x4-16ft+ fir plate 70 ft 52 F10 1 2x4"-16 3/4" fir stud 3 53 F11 1 2x4-16ft+ fir stud stock 14 ft 54 F12 2 2x8-16ft+ fir plate 184 ft

22 ID Sub Flr Size Item Count Un Price Tot. Cost Supplier 55 F13 2 2x8-16ft+ fir stud stock 217 ft 56 F14 2 2x8"-91 1/2" fir stud F15 2 2x12-16ft+ header - lumber 27 ft 58 F16 2 2x4-16ft+ fir plate 213 ft 59 F17 2 2x4"-82 1/8" fir stud F18 3 2x8-16ft+ fir plate 58 ft 61 F19 3 2x8-16ft+ fir stud stock 41 ft 62 Subtotal: 63 Siding 64 S /2" wide Siding Wood Pine 946 ft 65 S2 1 4x8x5/8 Sheet Plywood-hrz S3 1 4x8x1/2 Sheet Sheetrock 7 67 S4 1 house wrap 1060 sqft 68 S /2" wide Siding Wood Pine 362 ft 69 S6 2 4x8x5/8 Sheet Plywood-hrz S7 2 4x8x1/2 Sheet Sheetrock S8 2 house wrap 370 sqft 72 S /2" wide Siding Wood Pine 52 ft 73 S10 3 4x8x5/8 Sheet Plywood-hrz 2 74 Subtotal: 75 Ext Trim 76 EX1 1 1x4-16ft+ exterior sill 22 ft 77 EX2 1 1x4-16ft+ ext. window casing 79 ft 78 EX3 1 1x9-36" door threshold 2 79 EX4 1 1x4-16ft+ ext. door casing 53 ft 80 EX5 1 9 in ext. door jamb 35 ft 81 EX6 1 1x4-16ft+ garage door casing 47 ft 82 EX7 1 9 in garage door jamb 47 ft 83 EX8 1 1x5-36" door threshold 1 84 EX9 1 5 in ext. door jamb 18 ft 85 EX " wide Fir Stock Std. + Btr. 26 ft 86 EX11 2 1x4-16ft+ exterior sill 15 ft 87 EX12 2 1x4-16ft+ ext. window casing 53 ft 88 Subtotal: 89 Roofing 90 R1 1 ridge cap 117 ft 91 R2 1 Roofing Dimensiona 1536 sqft 92 R3 1 4x8' sheets roof sheathing R4 1 2x6" 16" OC rafters - fir 1309 ft 94 R5 1 2x8" gable fascia 79 ft 95 R6 1 2x8" eave fascia 78 ft 96 R7 1 metal drip edge 157 ft 97 R8 1 gutter 78 ft 98 R9 1 downspout 2 99 R10 2 2x8"-16'+ ridge board - lumber 117 ft 100 R11 2 2x6"-11' rafters - lumber R12 2 2x8"-39' rafters - lumber R13 2 2x8"-12' rafters - lumber R14 2 4x2"-16'+ rafters - lumber 67 ft 104 R15 2 2x6"-10' rafters - lumber R16 2 2x8"-10' rafters - lumber Subtotal: 107 Insulation 108 IN1 1 12x16x48" batts ceiling insulation 54

23 ID Sub Flr Size Item Count Un Price Tot. Cost Supplier 109 IN2 1 12x24x48" batts roof insulation IN3 2 12x16x48" batts ceiling insulation IN4 2 6x16x93" batts wall insulation Subtotal: 113 Flooring 114 FL1 2 Carpet b4 715 sqft 115 FL2 2 4x8' sheets underlayment Subtotal: 117 Wall Brd 118 WB1 1 4x8x1/2 Sheet Sheetrock WB2 1 4x8'-1/2" ceiling wall board WB3 2 4x8x1/2 Sheet Sheetrock WB4 2 4x8'-1/2" ceiling wall board WB5 3 4x8x1/2 Sheet Sheetrock Subtotal: 124 Windows 125 W1 1 36x54 double hung W2 2 36x54 double hung Subtotal: 128 Doors 129 D1 1 36x80x1 3/4L ext D2 1 36x80x1 3/4R ext D3 1 96x84 garage Subtotal: 133 Int Trim 134 T1 1 1x2-16ft+ window apron 20 ft 135 T2 1 1x2-16ft+ sill 20 ft 136 T3 1 1x2-16ft+ interior casing 128 ft 137 T4 1 36x11 3/8-1" stair tread T5 1 36x8" riser T6 1 2" wide int. railing 196 in 140 T7 1 1" diam. baluster T treads stair stringer T9 2 1x2-16ft+ window apron 14 ft 143 T10 2 1x2-16ft+ sill 14 ft 144 T11 2 1x2-16ft+ interior casing 51 ft 145 T /2" wide int. railing 299 in 146 T /2" wide middle rail 299 in 147 T /4" diam. baluster T /2" square newel post T /2" square half newel post T17 2 1x6-16ft+ base molding 249 ft 151 Subtotal: Total: