Cabin Plan 24' x 32' DECK. BEDROOM 9'-8" x 14'-0" LIVING 23'-0" x 16'-7" DECK. Main Floor Plan Scale 3/16"=1'

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1 4'-0" 6'-3" 2'-4" 7'-5" 2'-6" 3'-9" 4'-11" 2'-6" 6'-0" 3050 DECK 15'-5" x 5'-7" WP '-0" 14'-10" 17'-2" 6'-0" 6'-0" 5'-2" 4'-10" 6'-0" 4'-0" BEDROOM 9'-8" x 14'-0" UP SD 2x12 joists 16" OC '-0" GFCI LIVING 23'-0" x 16'-7" '-6 15/16" 2868 SD (2) 1 1/2 x 9 LVL or equiv beam to support upper floor 3 WH WP '-1" 3'-9" 3'-9" 3 1/2" 7'-6" 9'-7 1/2" 17'-1 1/2" 7'-4 1/2" 7'-6" 32'-0" 3 3 WP '-0" 4'-0" 4'-0" 4'-0" 6'-0" 24'-0" DECK 23'-5" x 7'-7" Main Floor Plan Scale 3/16"=1'

2 24'-0" 4'-0" 16'-0" 4'-0" 14'-10" 17'-2" 3 6'-0" 4'-0" DECK 15'-5" x 5'-7" Loft 15'-7" x 14'-1" SD DN 6'-0" 13'-11 5/8" 18'-0 3/8" 6'-0" OPEN BELOW 23'-0" x 16'-7" '-0" 4'-0" 4'-0" 4'-0" 6'-0" 24'-0" Second Floor Plan Scale 3/16"=1'

3 24'-0" 1'-6" 6'-3" 1'-6" 6'-3" 1'-6" 5'-0" 1'-6" Deck Framing 2 x 8 Joist 16" o.c. 32'-0" See common details for slab foundation specs and alternate foundation notes Thickened Slab see detail sheet Foundation Plan Scale 3/16"=1' Deck Framing 2 x 8 Joist 16" o.c. 1'-6" 4'-4" 1'-6" 4'-4" 1'-6" 4'-4" 1'-6" 4'-4" 1'-6" 1'-6" 7'-0" 18"X36" Concrete Pier

4 12/12 Pitch Cedar Siding Front Elevation Scale 1/4"=1' Green Metal Roof Cedar Siding Right Side Elevation Scale 1/8"=1'

5 Rear Elevation Scale 1/4"=1' Left Elevation Scale 1/8"=1'

6 2 x 8 Ridge Plate 12/12 Pitch 2 x 8 Rafter Rear Framing Cross Section Scale 1/4"=1' 2 x 12 TJI Floor Joist or equiv 12" overhang See Specification Page for Header Sizes See Typical Wall Section For Concrete Details Post Piers to be 18x18x36 Thickened Monolithic Slab on Grade or see alternate details for foundation to meet code in specific building area Front Framing Cross Section Scale 1/8"=1'

7 36" Min railing with 4" max space between ballisters 2x decking with 2x6 min joists 4"x4" Post to overhead 4"x6" Min overhead beam Rear Deck Detail Scale 1/8"=1' Front Post Details Scale 1/8"=1' 3" MINIMUM SIDECOVER (2" FOR LCB) Simpson Strong-Tie CB or LCB Attach all posts to Concrete with approved simpson or equiv bases Simpson Strong-Tie AC4 Attach all posts to beams with approved simpson or equiv brackets Concrete Piers to be 18x18x36 Deck and Porch Details

8 Stair Details Scale 1/4"=1' 3-2" x 12" Stringers Handrail Height 34"-36" Balister Space Max 4" Headroom Min 6'-8" Rise Max 8" Tread Min 9" Stair Width Min 36" Landing Min of Stair Width Squared Stair Details Scale 1/4"=1'

9 2868 Typical 2 x construction with 2x8 min rafters 16" O.C. Rafter Tie at 8' second floor height Simpson or equiv rafter brackets on all rafters See general notes for other specifications DN Roof Framing Detail 1/8"=1'

10 Basic Framing Layout Scale 1/8"=1' See Structural and General Notes for details on framing members and procedures

11 2868 Dryer (electric) 3 WH andard 60" (left) 40 gal Gas WH BD Standard Elec (medium) UD3084 Freezer on Top 2468 BD3036 W3030 W3018 BD3036 W3030 W3612 Washer BD2736 7'-6 15/16"3 W BD3036 SD BS3636 Cabinet details Scale 1/2"=1' See material list for complet cabinet listing Laundry Detail Kitchen Cabinet Detail

12 Pictorial Renderings

13 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

14 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

15 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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17 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.

18 ID Sub Flr Size Item Count Un 1 General 2 GN /8 high wall Siding-6 56 ft 3 GN /8 high wallsiding-6 56 ft 4 GN /8 high wall Interior-4 59 ft 5 GN4 1 8 high wall Frame-3 1/2 8 ft 6 GN5 1 heated ceiling area 386 sqft 7 GN6 1 heated floor area 770 sqft 8 GN7 1 heated roof area 369 sqft 9 GN8 1 heated wall area 769 sqft 10 GN9 1 heated glass area 98 sqft 11 GN10 1 heated door area 14 sqft 12 GN /8 high wall Siding-6 64 ft 13 GN /8 high wall Siding-6 48 ft 14 GN /8 high wall Interior-4 17 ft 15 GN /8 high wall Interior-4 15 ft 16 GN /8 high wall Interior-4 18 ft 17 GN /8 high wall Interior-4 4 ft 18 GN /8 high wall Interior-4 4 ft 19 GN18 2 heated ceiling area 383 sqft 20 GN19 2 heated wall area 341 sqft 21 GN20 2 heated glass area 10 sqft 22 GN21 2 heated door area 18 sqft 23 GN /2 high wall Siding-6 15 ft 24 GN /16 high walldefault (wood frame 16"OC) 7 ft 25 GN /8 high wall Default (wood frame 16"OC) 4 ft 26 GN /16 high wall Default (wood frame 16"OC) 2 ft 27 Subtotal: 28 Foundation 29 FO sq ft concrete slab 9.30 cuyd 30 FO sq ft steel mesh for slab 753 sqft 31 FO3 1 2x6" treated mud sill 113 ft 32 FO4 1 1/2x6" foam sill seal 113 ft 33 FO5 1 foundation bolts FO6 1 16x12"h concrete footing 5.28 cuyd 35 FO7 1 no. 4 rebar (footing) 218 ft 36 Subtotal: 37 Subfloor 38 SF1 1 4x8'x3/4" sheets floor sheathing SF2 2 4x8'x3/4" sheets floor sheathing SF3 2 2x12"-16'+ rim joists - lumber 60 ft 41 SF4 2 2x12"-15' rim joists - lumber 1 42 SF5 2 2x12"-16' rim joists - lumber 2 43 SF6 2 2x12"-18' rim joists - lumber 1 44 SF7 2 2x12"-10' rim joists - lumber 2 45 SF8 2 2x12"-11' rim joists - lumber 1 46 SF9 2 2x12"-15' floor joists - lumber 3 47 SF10 2 2x12"-21' floor joists - lumber 7 48 SF11 2 2x12"-24' floor joists - lumber 4 49 SF12 2 2x12"-18' floor joists - lumber 2 50 SF13 2 2x6"-32' ceiling joists - lumber 2 51 SF14 2 2x6"-18' ceiling joists - lumber 2 52 SF15 2 2x6"-16'+ ceiling joists - lumber 169 ft 53 SF16 2 2x6"-15' ceiling joists - lumber 2 54 Subtotal: 55 Framing 56 F1 1 2x6-16ft+ fir plate 385 ft 57 F2 1 2x6"-92 5/8" fir stud 55

19 ID Sub Flr Size Item Count Un 58 F3 1 2x6-16ft+ fir stud stock 487 ft 59 F4 1 2x4"-92 5/8" fir stud F5 1 2x6"-7 5/8" fir stud 2 61 F6 1 2x7-16ft+ header - lumber 74 ft 62 F7 1 2x6-16ft+ header - lumber 33 ft 63 F8 1 2x6"-104 5/8" fir stud F9 1 2x6"-13 7/8" fir stud 5 65 F10 1 2x11-16ft+ header - lumber 23 ft 66 F11 1 2x6"-201 3/4" fir stud 2 67 F12 1 2x4-16ft+ header - lumber 14 ft 68 F13 1 2x6"-105 1/2" fir stud F14 1 2x4-16ft+ fir plate 195 ft 70 F15 1 2x4"-1 7/8" fir stud 3 71 F16 1 2x4-16ft+ fir stud stock 34 ft 72 F17 1 2x4"-7 5/8" fir stud 7 73 F18 1 2x4-3 1/2" Fir Stud 16" OC 7 74 F19 2 2x6--3/8" Fir Stud 16" OC F20 2 2x6-16ft+ fir plate 347 ft 76 F21 2 2x6-92 5/8" Fir Stud 16" OC 7 77 F22 2 2x6-16ft+ fir stud stock 161 ft 78 F23 2 4x12" door/window header 14 ft 79 F24 2 2x6"-92 5/8" fir stud 4 80 F25 2 2x6"-7 5/8" fir stud 2 81 F26 2 2x4-16ft+ fir stud stock 23 ft 82 F27 2 2x6-16ft+ header - lumber 6 ft 83 F28 2 2x7-16ft+ header - lumber 7 ft 84 F29 2 2x4-5 1/8" Fir Stud 16" OC F30 2 2x4-16ft+ fir plate 173 ft 86 F31 2 2x4"-41 5/8" fir stud F32 2 2x4"-38 1/8" fir stud F33 3 2x6-16ft+ fir plate 41 ft 89 F34 3 2x6-16ft+ fir stud stock 31 ft 90 F35 3 2x4-16ft+ fir stud stock 14 ft 91 F36 3 2x4-16ft+ fir plate 32 ft 92 F37 3 2x4-10 1/8" Fir Stud 16" OC 3 93 Subtotal: 94 Siding 95 S1 1 8" wide Siding Vertical Beige 1130 ft 96 S2 1 4x8x5/8 Sheet Plywood-hrz S3 1 4x8x1/2 Sheet Sheetrock S4 1 house wrap 2895 sqft 99 S5 2 8" wide Siding Vertical Beige 294 ft 100 S6 2 4x8x5/8 Sheet Plywood-hrz S7 2 4x8x1/2 Sheet Sheetrock S8 2 house wrap 612 sqft 103 S9 3 8" wide Siding Vertical Beige 43 ft 104 S10 3 4x8x5/8 Sheet Plywood-hrz Subtotal: 106 Ext Trim 107 EX1 0 18" thick Concrete Concrete 2.00 cuyd 108 EX2 1 1x7-32" EX3 1 1x4-16ft+ ext. door casing 56 ft 110 EX4 1 7 in ext. door jamb 56 ft 111 EX5 1 1x4-16ft+ exterior sill 31 ft 112 EX6 1 1x4-16ft+ ext. window casing 118 ft 113 EX7 1 1x7-72" EX8 1 1x7-36" 1

20 ID Sub Flr Size Item Count Un 115 Subtotal: 116 Roofing 117 R1 1 ridge cap 43 ft 118 R2 1 Roofing Standing Seam 1651 sqft 119 R3 1 4x8' sheets roof sheathing R4 1 2x8" 16" OC rafters - fir 1401 ft 121 R5 1 2x8" gable fascia 77 ft 122 R6 1 2x8" eave fascia 86 ft 123 R7 1 metal drip edge 163 ft 124 R8 1 gutter 86 ft 125 R9 1 downspout R10 2 2x8"-16'+ ridge board - lumber 43 ft 127 R11 2 2x6"-20' rafters - lumber R12 2 2x8"-43' rafters - lumber R13 2 2x8"-20' rafters - lumber R14 2 4x2"-16'+ rafters - lumber 35 ft 131 Subtotal: 132 Insulation 133 IN1 1 12x16x48" batts ceiling insulation IN2 1 12x16x48" batts floor insulation IN3 1 12x24x48" batts roof insulation IN4 1 6x16x93" batts wall insulation IN5 2 12x16x48" batts ceiling insulation IN6 2 4x16x93" batts wall insulation IN7 2 6x16x93" batts wall insulation Subtotal: 141 Flooring 142 FL1 1 4" thick Concrete Concrete 5.38 cuyd 143 FL2 1 Carpet b4 146 sqft 144 FL3 1 4x8' sheets underlayment FL /2" wide Deck Plank 2x6 576 ft 146 FL5 1 Flooring Vinyl Floor-c1 109 sqft 147 FL6 2 Carpet b4 237 sqft 148 FL7 2 4x8' sheets underlayment FL /2" wide Deck Plank 2x6 188 ft 150 Subtotal: 151 Wall Brd 152 WB1 1 4x8x1/2 Sheet Sheetrock WB2 1 4x8'-1/2" ceiling wall board WB3 1 4x8x1/2 (wp) - sheet sheetrock WB4 2 4x8x1/2 Sheet Sheetrock WB5 2 4x8'-1/2" ceiling wall board WB6 3 4x8x1/2 Sheet Sheetrock Subtotal: 159 Windows 160 W1 1 36x60 double hung W2 1 24x36 double hung W3 2 36x40 fixed glass W4 2 36x66 fixed glass W5 2 36x36 double hung Subtotal: 166 Doors 167 D1 1 32x80x1 3/8R ext. hinged-glass D2 1 36x80x1 3/4R ext. hinged-glass D3 1 36x80x1 3/4L ext. hinged-glass D4 1 36x80x1 3/4R ext. hinged-glass D5 1 27x80 bifold 1

21 ID Sub Flr Size Item Count Un 172 D6 1 28x80x1 3/8R D7 1 32x80x1 3/8L D8 2 32x80x1 3/8L Subtotal: 176 Cabinets 177 C1 1 BD3036 kit. base cab C2 1 28x6" kit. cab. drawer C /16x21 1/2"RP-3-REC door (kit) C4 1 countertop - marble travertine 16 sqft 181 C5 1 front cap (kit.) 15 ft 182 C6 1 backsplash (kit.) 8 ft 183 C7 1 UD3084 kit. util cab C /16x38 1/2"RP-3-REC door (kit) C9 1 BS3636 kit. base cab C x6" kit. cab. drawer C /16x21 1/2"RP-3-REC door (kit) C12 1 BD3036 base cab C x6" cab. drawer C /16x21 1/2"RP-3-REC door C15 1 countertop - marble travertine 5 sqft 192 C16 1 countertop front cap 5 ft 193 C17 1 backsplash 3 ft 194 C18 1 BD2736 gar. base cab C x6" utility cab. drawer C /16x21 1/2" RP-3-REC door (utility) C21 1 countertop - marble travertine 10 sqft 198 C22 1 front cap (utility) 7 ft 199 C23 1 backsplash (utility) 5 ft 200 C24 1 W3030 kit. wall cab C /16x28" RP-3-REC door (kit) C26 1 W3018 kit. wall cab C /16x16" RP-3-REC door (kit) C28 1 W3030 wall cab C /16x28" RP-3-REC door C30 1 W3612 kit. wall cab C /16x10" RP-3-REC door (kit) Subtotal: 209 Int Trim 210 T1 1 1x2-16ft+ window apron 35 ft 211 T2 1 1x2-16ft+ sill 35 ft 212 T3 1 1x2-16ft+ interior casing 333 ft 213 T4 1 5 in interior jamb 69 ft 214 T5 1 36x11 13/16-1" stair tread T6 1 36x8 3/8" riser T7 1 2" wide int. railing 180 in 217 T8 1 1" diam. baluster T treads stair stringer T10 1 1x6-16ft+ base molding 232 ft 220 T11 2 1x2-16ft+ window apron 34 ft 221 T12 2 1x2-16ft+ sill 34 ft 222 T13 2 1x2-16ft+ interior casing 154 ft 223 T in interior jamb 17 ft 224 T /2" wide int. railing 199 in 225 T /2" wide middle rail 199 in 226 T /4" diam. baluster T /2" square newel post T /2" square half newel post 2

22 ID Sub Flr Size Item Count Un 229 T20 2 1x6-16ft+ base molding 47 ft 230 Subtotal: 231 Fixtures 232 FX1 1 60W32D Standard 60" (left) - color 10, shiny wh FX2 1 30W19D Free Standing (oval) - color 10, shiny w FX3 1 31W34D Standard - color 10, shiny white FX4 1 32W21D Double 32" - marble travertine Subtotal: 237 Appliance 238 A1 1 36W28D Freezer on Top - color 10, shiny white A2 1 30W26D Elec (medium) - color 10, shiny white A3 1 28W27D Dryer (electric) - color 10, shiny white A4 1 26W27D Washer - color 10, shiny white A5 1 20W21D 40 gal Gas WH - color 10, shiny white Subtotal: 244 Electrical 245 E1 1 wall mount Duplex E2 1 wall mount Three Way E3 1 wall mount Porch Lantern E4 1 wall mount Single Pole E5 1 wall mount Duplex (weatherproof) E6 1 wall mount GFCI E7 1 wall mount 220V E8 1 ceiling mount Half Dome E9 1 ceiling mount Smoke Detector E10 1 ceiling mount Exhaust E11 2 wall mount Three Way E12 2 wall mount Duplex E13 2 wall mount Single Pole E14 2 wall mount Porch Lantern E15 2 ceiling mount Smoke Detector E16 2 ceiling mount Ceiling Fan E17 2 ceiling mount Half Dome Subtotal: 263 Hardware 264 H1 1 kit. cab drawer handle H2 1 kit. cab door handle H3 1 kit. cab drawer glide H4 1 kit. cab door hinge H5 1 cab drawer handle H6 1 cab door handle H7 1 cab drawer glide H8 1 cab door hinge H9 1 utility cab drawer handle H10 1 utility cab door handle H11 1 utility cab drawer glide H12 1 utility cab door hinge Subtotal: 277 Decks-Walks 278 DW1 1 0" wide ext. railing 68 ft 279 DW2 1 0" wide middle rail 68 ft 280 DW3 1 4x8 in beam over rail 44 ft 281 DW4 1 5" diam. support post DW5 1 5" diam. half support post DW /2" square half support post DW /2" square support post DW8 1 2x9"-16'+ rim joists - lumber 150 ft

23 ID Sub Flr Size Item Count Un 286 DW9 1 2x9"-16' rim joists - lumber DW10 1 2x9"-16'+ floor joists - lumber 192 ft 288 DW /2" wide ext. railing 28 ft 289 DW /2" wide middle rail 28 ft 290 DW /4" diam. baluster DW /2" square rail post DW /2" square half rail post Subtotal: Total: