28' x 28' Cabin. Cabin Plan 28' x 28'

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1 28' x 28' Cabin Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

2 28'-0" 10'-0" 8'-0" 10'-0" 5'-0" 5'-0" 4'-4" 3'-8" 5'-0" 5'-0" '-0" 10'-0" 18'-0" 4'-0" 9'-3" 4'-9" 10'-0" WP R WP WP WP 3 D/W WP SD GFCI SD R (2) LVL 1 7/8 x 9 1/2 Support Beam 2'-0" SD WP UP WP '-0" 4'-9" 7'-6" 1'-9" 5'-0" 5'-0" 2'-0" 18'-0" 10'-0" 30'-0" DN 8'-6" 9'-0" 17'-6" 4'-0" 6'-6" 28'-0" Main Floor Plan Scale 3/16"=1' Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

3 28'-0" 10'-0" 8'-0" 10'-0" 5'-0" 5'-0" 4'-4" 3'-8" 5'-0" 5'-0" '-0" R GFCI SD R GFCI 2868 SD 3 R DN 2668 R '-6" 4'-6" 28'-0" OPEN BELOW 27'-0" x 14'-9" 28'-0" NUMBER QTY FLOOR SIZE DESCRIPTION HEADER QTY NUMBER W DOUBLE HUNG 2X7X40 (2) 4 W01 W DOUBLE HUNG 2X6X28 (2) 1 W02 W DOUBLE HUNG 2X7X40 (2) 1 W03 W DOUBLE HUNG - COLOR 2X7X4012, (2) MAUVE 1 W04 W RIGHT SLIDING 2X7X40 (2) 1 W05 W RIGHT SLIDING 2X7X52 (2) 1 W06 W DOUBLE HUNG 2X7X40 (2) 2 W07 W DOUBLE HUNG 2X6X28 (2) 1 W08 NUMBER QTY FLOOR SIZE DIMENSIONS HEADER QTY NUMBER D X80X1 3/4" 2X7X40 (2) 1 D01 D X80" 2X11X64 (2) 1 D02 D X80X1 3/8" 2X6X36 (2) 2 D03 D X80X1 3/8" 2X6X34 (2) 1 D04 D X80X1 3/8" 2X6X34 (2) 1 D05 D X80X1 3/8" 2X6X36 (2) 1 D06 Second Floor Plan Scale 3/16"=1' Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

4 28'-0" 14'-0" 14'-0" 28'-0" 2x10 joists 16" OC 2'-0" 2'-0" 28'-0" 30'-0" 13'-8" 3'-10" 4'-0" 6'-6" 28'-0" Foundation Plan Scale 3/16"=1' See common details for foundation specs and alternate foundation notes 4' Stem wall on 8" x 20" Footing Post and Pier for Deck to be 18" Dia Min to below frost line(30") Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

5 5/12 Pitch Cedar Siding Left Side Elevation Scale 1/8"=1' Asphalt Shingle Roof Cedar Siding Front Elevation Scale 1/8"=1' Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

6 Rear Elevation Scale 1/8"=1' Right Side Elevation Scale 1/8"=1' Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

7 Rear Framing Cross Section Scale 1/8"=1' 5/12 Pitch Scissor Attic Truss 4' Pony Wall 12" overhang See Typical Wall Section For Concrete Details Post Piers to be 18x18x36 4' Concrete wall with Footings or see alternate details for foundation to meet code in specific building area See Specification Page for Header Sizes Framing Cross Sections Scale 1/8"=1' 1 7/8 x 9 1/2 TJI Floor Joist or equiv Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

8 2x decking with 2x6 min joists spaced 16" o.c. 36" Min railing with 4" max space between ballisters 13'-8" 2'-0" 28'-0" 30'-0" Front Post Details Scale 1/8"=1' 4"x4" Min Post to overhead 4"x8" Min overhead beam 2"x6" Min Porch Rafter 6'-6" Concrete Piers to be 18x18x36 Max Spacing 8' Bottom to be below frost (30") Cabin Plan 28' x 28' Deck and Porch Details Scale 1/8"=1' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

9 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 Stair Details Scale 1/8"=1' Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

10 Typical 2 x construction with Pre Engineered Attic Trusses 24" o.c. Simpson Rafter Tie or equiv rafter brackets on all rafters See general notes for other specifications DN Roof Framing Detail 1/8"=1' 5/12 Preengineered Scissor Attic Truss 5'-0" 9'-0" 2 x 10 Floor Joist or equiv Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

11 CW2430 CBD3636 WR1230 W3016 Gas (medium) WR1530 W3616 BDR1536 Side-by-Side (ice maker) W3630 WR1830 WR " BD3036 BS4236 D/W Kitchen Cabinet Detail Cabinet details Scale 1/4"=1' See material list for complet cabinet listing Typical Bath Detail Cabin Plan 28' x 28' SDS-CAD Specialized Design Systems sdscad@pcu.net Copyright 2002

12 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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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 H1 H2 SURFACE B Simpson Strong-Tie W2 W1 L1 L2 BC4 SURFACE A HWCD54 HWCD54.PL1 2" MINIMUM SIDECOVER AB.PL1 JOIST HANGERS 2" X 6" TOP RAIL 2" X 4" UNDER RAIL 2" X 2" SPINDELS 5" O.C. FLASHING TUCKED 1 IN. UNDER SIDING AND WRAPPED OVER LEDGER TREATED LEDGER NAILED TO SHEATHING 3/4" GALV. HOLLOW SPACERS FILLED W/ SILICONE CAULK. GALV. LAG BOLTS FLOOR SYSTEM 5/4" DECKING 2" X 8" DECK JOIST DOUBLE TREATED BEAM WITH METAL BRACKET TREATED POST WITH METAL POST PAN CONCRETE FOUNDATION GRADE Simpson Strong-Tie AB 42" ANCHOR BOLT 10" POURED CONCRETE. (WITH TAPERED BOTTOM.) Typical Deck & Porch Detail Attatched to Wood Wall INSULATION 1" AIR SPACE 1" X 6' FASCIA (BACKER) ALUMINUM SOFFIT & FISCIA TYVEK HOUSE WRAP EXT. PLYWOOD 2"X FRAMING 16" O.C. 2"X BOTTOM PLATE 11 7/8" LPI FLOOR JOISTS R44 INSULATION IN RIM JOIST 2"X6" TREATED SILL PLATE ANCHOR BOLTS (AS PER CODE) 2-2"X10" (CONTRACTOR TO VERIFY SIZE AND CONNECTORS NEEDED) FOOTINGS WITH REEBAR (AS PER CODE) 2"X4" KNEE WALL One Level Section, Truss Roof, Crawl Space 20' x 30' Aspen Cabin Copyright 2001 SDSCAD - Plan #472 E-Book Plans SDS - CAD Specialized Design Systems Web address sdscad@pcu.net Page 17

17 /12 PITCH ROOFING MATERIAL ROOFING PAPER ROOF DECKING RAFTER SYSTEM ICE & WATER SHEILD VENTILATION DRIP EDGE GUTTERS SUB FASCIA FASCIA? 12 ATTIC INSULATION CEILING JOIST O.C VAPOR BARRIER CEILING FINNISH FT. OVERHANG SOFFIT EXT. WALL FINNISH HOUSE WRAP WALL SHEATHING FRAMING O.C. ANCHOR BOLTS O.C. TREATED SILL PLATE SILL SEAL GRADE HEIGHT WINDOW HEIGHT (FROM SUB FLOOR) ROOM HEIGHT (FROM SUB FLOOR TO FRAMING) WALL INSULATION VAPOR BARRIER WALL FINISH FINISH FLOOR SUB FLOOR FLOOR STRUCTURE JOIST INSULATION CEILING FINISH GRADE WATERPROOFING FOUNDATION WALL EXT. RIGID INSO. DRAIN TILE CONCRETE FOOTING REE-BAR ROOM HEIGHT (FROM SLAB TO FRAMING) WALL FRAMING WALL INSULATION VAPOR BARRIER WALL FINISH CONCRETE FLOOR WIRE MESH VAPOR BARRIER GRAVEL FILL ONE STORY WALL SECTION (BLANK) STANDARD PLATFORM FRAMING SCALE:NO SCALE

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 Flr Size Item Count Un Price Tot. Cost 1 General 2 GN /4 high wall Foundation 8" Concrete Stem W 137 ft 3 GN high wall Foundation 8" Concrete Stem W 8 ft 4 GN /8 high wall Siding-6 28 ft 5 GN /8 high wallsiding-6 83 ft 6 GN /8 high wall Interior-4 47 ft 7 GN high wall Concrete Block 1 6 ft 8 GN high wall Concrete Block 1 2 ft 9 GN8 1 8 high wall Frame-3 1/2 8 ft 10 GN9 1 heated ceiling area 784 sqft 11 GN10 1 heated roof area 885 sqft 12 GN11 1 heated wall area 556 sqft 13 GN12 1 heated glass area 81 sqft 14 GN13 1 heated door area 13 sqft 15 GN /8 high wall Siding-6 28 ft 16 GN /4 high wall Siding-6 56 ft 17 GN /8 high wall Siding-6 28 ft 18 GN /8 high wall Interior-4 24 ft 19 GN /8 high wallinterior-4 10 ft 20 GN19 2 heated wall area 651 sqft 21 GN20 2 heated glass area 40 sqft 22 GN /8 high wall Siding-6 15 ft 23 GN /16 high wasiding-6 12 ft 24 GN /16 high wallsiding-6 4 ft 25 GN /8 high wall Interior-4 10 ft 26 GN /16 high wallinterior-4 9 ft 27 GN /8 high wall Interior-4 6 ft 28 Subtotal: 29 Foundation 30 FO1 0 8" thick Concrete Concrete cuyd 31 FO2 0 2x6" treated mud sill 144 ft 32 FO3 0 1/2x6" foam sill seal 144 ft 33 FO4 0 foundation bolts FO5 0 16x8"h concrete footing 4.75 cuyd 35 FO6 0 no. 4 rebar (footing) 320 ft 36 FO7 0 no. 4 horiz. rebar (wall) 1600 ft 37 FO8 0 no. 4 vert. rebar (wall) 632 ft 38 Subtotal: 39 Subfloor 40 SF1 1 4x8'x3/4" sheets floor sheathing SF2 1 2x10"-16'+ rim joists - lumber 112 ft 42 SF3 1 2x10"-28' floor joists - lumber SF4 1 2x10"-34' floor joists - lumber 1 44 SF5 2 4x8'x3/4" sheets floor sheathing SF6 2 2x12"-18' rim joists - lumber 2 46 SF7 2 2x12"-13' rim joists - lumber 1 47 SF8 2 2x12"-16'+ rim joists - lumber 34 ft 48 SF9 2 2x12"-10' rim joists - lumber 1 49 SF10 2 2x12"-11' rim joists - lumber 1 50 SF11 2 2x12"-10' floor joists - lumber 9 51 SF12 2 2x12"-13' floor joists - lumber Subtotal: 53 Framing 54 F1 1 2x6-16ft+ fir plate 719 ft 55 F2 1 2x6"-92 5/8" fir stud F3 1 2x6-16ft+ fir stud stock 1513 ft 57 F4 1 2x4"-92 5/8" fir stud 51

22 ID Flr Size Item Count Un Price Tot. Cost 58 F5 1 2x7-16ft+ header - lumber 107 ft 59 F6 1 2x6-16ft+ header - lumber 27 ft 60 F7 1 2x6"-164 5/8" fir stud F8 1 2x6"-77 7/8" fir stud 4 62 F9 1 2x4"-164 5/8" fir stud 4 63 F10 1 2x8-16ft+ fir stud stock 72 ft 64 F11 1 2x4-16ft+ fir stud stock 106 ft 65 F12 1 2x6"-73 7/8" fir stud 8 66 F13 1 2x11-16ft+ header - lumber 22 ft 67 F14 1 2x4-16ft+ fir plate 163 ft 68 F15 1 2x4"-7 5/8" fir stud 6 69 F16 1 8x16x8 Block Gray-blocks F17 1 2x4-3 1/2" Fir Stud 16" OC 8 71 F18 2 2x6-92 5/8" Fir Stud 16" OC F19 2 2x6-16ft+ fir stud stock 304 ft 73 F20 2 2x6-16ft+ fir plate 250 ft 74 F21 2 2x6"-55 1/2" fir stud F22 2 2x7-16ft+ header - lumber 22 ft 76 F23 2 2x6"-92 5/8" fir stud 8 77 F24 2 2x6"-94 3/8" fir stud 2 78 F25 2 2x6-16ft+ header - lumber 17 ft 79 F26 2 2x4-16ft+ fir plate 101 ft 80 F27 2 2x4"-112" fir stud F28 2 2x4"-27" fir stud 2 82 F29 2 2x4-16ft+ fir stud stock 154 ft 83 F30 2 2x4"-113 3/4" fir stud 7 84 F31 2 2x4"-92 5/8" fir stud 4 85 F32 3 2x6-16ft+ fir stud stock 35 ft 86 F33 3 2x6-16ft+ fir plate 59 ft 87 F34 3 2x4-15 1/8" Fir Stud 16" OC 9 88 F35 3 2x4-16ft+ fir plate 71 ft 89 F36 3 2x4-16ft+ fir stud stock 21 ft 90 F37 3 2x4-16 7/8" Fir Stud 16" OC 5 91 Subtotal: 92 Siding 93 S /2" wide Siding Wood Pine 523 ft 94 S2 1 4x8x5/8 Sheet Plywood-hrz S /8" thick Stone Stream stone v2069t 411 sqft 96 S4 1 4x8x1/2 Sheet Sheetrock S5 1 house wrap 3228 sqft 98 S /2" wide Siding Wood Pine 782 ft 99 S7 2 4x8x5/8 Sheet Plywood-hrz S8 2 4x8x1/2 Sheet Sheetrock S9 2 house wrap 724 sqft 102 S /2" wide Siding Wood Pine 63 ft 103 S11 3 4x8x5/8 Sheet Plywood-hrz S12 3 4x8x1/2 Sheet Sheetrock Subtotal: 106 Ext Trim 107 EX1 0 18" thick Concrete Concrete 3.25 cuyd 108 EX2 1 1x4-16ft+ exterior sill 24 ft 109 EX3 1 1x4-16ft+ ext. window casing 79 ft 110 EX4 1 1x7-60" EX5 1 1x4-16ft+ ext. door casing 20 ft 112 EX6 1 7 in ext. door jamb 20 ft 113 EX7 1 Stone Stream stone v2069t 347 sqft 114 EX8 2 1x4-16ft+ exterior sill 15 ft

23 ID Flr Size Item Count Un Price Tot. Cost 115 EX9 2 1x4-16ft+ ext. window casing 44 ft 116 Subtotal: 117 Roofing 118 R1 1 2x8"-16'+ ridge board - lumber 29 ft 119 R2 1 2x6"-16'+ rafters - lumber 101 ft 120 R3 1 2x8"-29' rafters - lumber R4 1 2x8"-16'+ rafters - lumber 15 ft 122 R5 1 bend to slope roof/wall flashing 28 ft 123 R6 1 ridge cap 30 ft 124 R7 1 Roofing Dimensional Comp sqft 125 R8 1 4x8' sheets roof sheathing R9 1 2x8" gable fascia 82 ft 127 R10 1 2x8" eave fascia 117 ft 128 R11 1 metal drip edge 198 ft 129 R12 1 gutter 117 ft 130 R13 1 downspout R14 2 2x8"-16'+ ridge board - lumber 30 ft 132 R15 2 2x6"-17' rafters - lumber R16 2 2x8"-30' rafters - lumber R17 2 2x8"-17' rafters - lumber R18 2 4x2"-16'+ rafters - lumber 34 ft 136 Subtotal: 137 Insulation 138 IN1 1 12x16x48" batts ceiling insulation IN2 1 12x24x48" batts roof insulation IN3 1 6x16x93" batts wall insulation IN4 2 6x16x93" batts wall insulation Subtotal: 143 Flooring 144 FL1 1 landing floor 7 sqft 145 FL2 1 Carpet b4 669 sqft 146 FL3 1 4x8' sheets underlayment FL4 1 Flooring Vinyl Floor-c1 39 sqft 148 FL /2" wide Deck Plank 2x6 474 ft 149 FL6 2 Carpet b4 246 sqft 150 FL7 2 4x8' sheets underlayment FL8 2 Flooring Vinyl Floor-c1 39 sqft 152 Subtotal: 153 Wall Brd 154 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 2 4x8x1/2 (wp) - sheet sheetrock WB7 3 4x8x1/2 Sheet Sheetrock Subtotal: 162 Windows 163 W1 1 36x48 double hung W2 1 24x36 double hung W3 1 36x36 double hung W4 1 36x48 double hung - color 12, mauve W5 1 36x36 right sliding W6 2 48x30 right sliding W7 2 36x48 double hung W8 2 24x36 double hung Subtotal:

24 ID Flr Size Item Count Un Price Tot. Cost 172 Doors 173 D1 1 36x80x1 3/4L D2 1 60x80 ext. slider-glass D3 1 32x80x1 3/8R D4 1 32x80x1 3/8L D5 1 30x80x1 3/8 pocket D6 2 30x80x1 3/8 pocket D7 2 32x80x1 3/8L Subtotal: 181 Cabinets 182 C1 1 BD3036 bath base cab C2 1 28x6" bath cab. drawer C /16x21 1/2"RP-3-REC door (bath) C4 1 countertop - marble travertine 5 sqft 186 C5 1 front cap (bath) 5 ft 187 C6 1 backsplash (bath) 3 ft 188 C7 1 BS4236 base cab C8 1 40x6" cab. drawer C /16x21 1/2"RP-3-REC door C10 1 countertop - marble travertine 27 sqft 192 C11 1 countertop front cap 20 ft 193 C12 1 backsplash 16 ft 194 C13 1 BDR1536 base cab C x6" cab. drawer C x21 1/2" RP-3-REC door C16 1 CBD3636 crnr base cab C /4x6" cab. drawer C /4x21 1/2" RP-3-REC door C19 1 CW2430 crnr wall cab C /16x28" RP-3-REC door C21 1 BD3036 base cab C x6" cab. drawer C /16x21 1/2"RP-3-REC door C24 1 WR1230 wall cab C x28" RP-3-REC door C26 1 W3016 wall cab C /16x14" RP-3-REC door C28 1 WR1530 wall cab C x28" RP-3-REC door C30 1 W3616 wall cab C /16x14" RP-3-REC door C32 1 WR1830 wall cab C x28" RP-3-REC door C34 1 W3630 wall cab C /16x28" RP-3-REC door C36 2 BD3036x22 bath base cab C x6" bath cab. drawer C /16x21 1/2"RP-3-REC door (bath) C39 2 countertop - marble travertine 9 sqft 221 C40 2 front cap (bath) 9 ft 222 C41 2 backsplash (bath) 5 ft 223 C42 2 BDR2436 bath base cab C x6" bath cab. drawer C x21 1/2" RP-3-REC door (bath) Subtotal: 227 Int Trim 228 T1 1 1x2-16ft+ window apron 23 ft

25 ID Flr Size Item Count Un Price Tot. Cost 229 T2 1 1x2-16ft+ sill 23 ft 230 T3 1 1x2-16ft+ interior casing 229 ft 231 T4 1 7 in interior jamb 17 ft 232 T5 1 1x2-16ft+ window apron - color 12, mauve 7 ft 233 T6 1 1x2-16ft+ sill - color 12, mauve 7 ft 234 T7 1 1x2-16ft+ interior casing - color 12, mauve 24 ft 235 T8 1 5 in interior jamb 50 ft 236 T9 1 32x10 11/16-1" stair tread T x8 3/8" riser T11 1 2" wide int. railing 248 in 239 T12 1 1" diam. baluster T treads stair stringer T x11-1" stair tread T treads stair stringer T16 1 2x10" landing joists - fir 11 ft 244 T17 1 1x8" landing rim trim 11 ft 245 T x13-1" stair tread T x7" riser T x13-1" stair tread T x7" riser T treads stair stringer T23 1 1x6-16ft+ base molding 220 ft 251 T24 2 1x2-16ft+ window apron 14 ft 252 T25 2 1x2-16ft+ sill 14 ft 253 T26 2 1x2-16ft+ interior casing 109 ft 254 T in interior jamb 34 ft 255 T /2" wide int. railing 220 in 256 T /2" wide middle rail 220 in 257 T /4" diam. baluster T /2" square newel post T /2" square half newel post T33 2 1x6-16ft+ base molding 101 ft 261 Subtotal: 262 Fixtures 263 FX1 1 62W32D Standard 60" (left) - color 10, sh FX2 1 31W34D Standard - color 10, shiny white FX3 1 20W16D Rectangular 20" - marble traver FX4 1 32W21D Offset 32" - marble travertine FX5 1 24W24D Woodstove - color 10, shiny whi FX6 2 36W36D Corner - color 10, shiny white FX7 2 31W34D Standard - color 10, shiny white FX8 2 18W18D Round 18" - marble travertine Subtotal: 272 Appliance 273 A1 1 36W31D Side-by-Side (ice maker) - color A2 1 30W26D Gas (medium) - color 10, shiny w A3 1 24W22D 24" - marble travertine Subtotal: 277 Furniture 278 FU1 1 55W105D Stickley (seats 6-8) - woodgrain Electrical 281 E1 1 wall mount Duplex E2 1 wall mount Three Way E3 1 wall mount Duplex (weatherproof) E4 1 wall mount Single Pole E5 1 wall mount GFCI 1

26 ID Flr Size Item Count Un Price Tot. Cost 286 E6 1 wall mount Porch Lantern E7 1 ceiling mount Recessed Down Light E8 1 ceiling mount Smoke Detector E9 1 ceiling mount Half Dome E10 1 floor mount Duplex (weatherproof) E11 2 wall mount Duplex E12 2 wall mount Three Way E13 2 wall mount Single Pole E14 2 wall mount GFCI E15 2 wall mount Porch Lantern E16 2 ceiling mount Ceiling Fan (lights) E17 2 ceiling mount Smoke Detector E18 2 ceiling mount Recessed Down Light Subtotal: 300 Hardware 301 H1 1 bath cab door handle H2 1 bath cab door hinge H3 1 cab door handle H4 1 cab door hinge H5 1 cab drawer handle H6 1 cab drawer glide H7 2 bath cab door handle H8 2 bath cab door hinge H9 2 bath cab drawer handle H10 2 bath cab drawer glide Subtotal: 312 Decks-Walks 313 DW /2" wide ext. railing 71 ft 314 DW /2" wide middle rail 71 ft 315 DW /4" diam. baluster DW /2" square half rail post DW /2" square rail post DW6 1 2x9"-14' rim joists - lumber DW7 1 2x9"-16'+ rim joists - lumber 43 ft 320 DW8 1 2x9"-18' rim joists - lumber DW9 1 2x9"-13' rim joists - lumber DW10 1 2x9"-13' floor joists - lumber DW11 1 2x9"-16'+ floor joists - lumber 95 ft 324 DW12 1 2x9"-11' rim joists - lumber DW13 1 2x9"-15' rim joists - lumber DW14 1 2x9"-10' rim joists - lumber DW15 1 2x9"-11' floor joists - lumber Subtotal: Total:

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