2x4 Construction 10' Ceilings 36" Brick. 28' x 30' Garage Plan. 28' x 30' Garage

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1 2x4 Construction 10' Ceilings 36" Brick Plan

2 28'-0" 30'-0" 5'-0" 12'-6" 12'-6" '-6" 12'-0" 3'-6" 2'-0" 28'-0" 30'-0" '-0" 7'-0" 7'-0" 7'-0" 14'-0" 14'-0" Floor Plan Scale 3/16"=1'

3 Framing Details Scale 1/8"=1'

4 Left Wall Rear Wall Gable Detail Right Wall Front Walls 2 x 4 wall framing 16" o.c. Wall Details Scale 1/8"=1' TR-1 Truss Details Scale 1/16"=1'

5 WP 3 3 WP WP ELECTRIC SYMBOLS Single Pole Switch Single Receptacle Double Pole Switch Duplex Receptacle 3 Three-Way Switch GFCI Ground Fault Receptacle 4 DM Four-way Switch Dimmer Switch WP Water Proof Duplex Receptacle Floor Single Receptacle Electrical Details Scale 1/8"=1' WP TV Water Proof Switch Misc. Outlet TV Outlet WP Floor Duplex Receptacle Floor Duplex Receptacle /W Cover 220 V Floor Outlet Door Bell 220 V Three Phase Outlet T Thermostat 220 V Floor Outlet SD Smoke Detector Ceiling & Wall Mounted Light Fixture R Recessed Light Fixture Dual Spot Light Standerd Breaker Panel

6 28 GA. RIDGE FLASHING #235 ASPHALT SHINGLES OVER 15# FELT PREFABRICATED 24" O.C '-6" 1/2" PLY. SHEATHING TRUSS CLIP RAIN GUTTER 1 x 6 FASCIA 3/8" PLYWOOD SOFFIT 1/2" SHEETROCK OPTION 2 x 4 16" O.C. 1/2" PLYWOOD SHEATHING 2 X 12 DOUBLE HEADER 1 x 4 TRIM HORIZONTAL SIDING 2 x 6 MUDSILL 1/2" x 10" ANCHOR BOLT EMBEDDED 7" INTO CONC. 4" CONC. SLAB W/6 x 6 MESH OVER 4" GRAVEL 2% SLOPE TO OUTSIDE 1/2" REBAR SPACED 12" APART HORIZ. & VERT. 8" 6" 8" 1'-8" GARAGE SECTION BRICK VENEER W/ 16" O.C. EACH WAY SILL SEAL FIN. GRADE 8" MIN. 16" O.C. R-19 BATT INSUL. 2"x6" TREATED SILL SIMPSON STHD14 HOLD DOWNS 5/8"Ø x10" BOLT 32" O.C. & 12" FROM CORNERS SINGLE POUR CORNER INSTALLATION ONE #4 REBAR IN SHEAR CONE 12" MINIMUM REBAR LENGTH #4 24" O.C. EACH WAY 28" MIN. 8" 4" CONC. OVER 4" GRAVEL BASE 1/2" EXP. JOINT 30" MINIMUM REBAR LENGTH CORNER DISTANCE FROM EDGE OF STRAP TO CORNER 2 x EMBEDMENT LENTH + 12" MINIMUN REBAR LENGTH 6" 8" 1'-8" 6" 2-#4 REBAR CONT. Simpson Strong-Tie HPAHD HPAHD_2.PL1 Simpson Strong-Tie HPAHD22 HPAHD_1.PL1 BRICK FOOTING TO GARAGE

7 6/12 Pitch Elevations Scale 1/4"=1'

8 Aluminum Siding 36" Brick Asphalt Shingles Elevations Scale 1/4"=1'

9 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.

10 ID Sub Flr Size Item Count Un Price Tot. Cost Supplier 1 General 2 GN high wall Foundation 8" Concre 114 ft 3 GN high wall Siding-4 86 ft 4 GN high wall Siding-4 30 ft 5 GN4 1 heated ceiling area 812 sqft 6 GN /4 high wall Siding-4 28 ft 7 GN /4 high wall Siding-4 14 ft 8 GN /2 high wall Siding-4 28 ft 9 Subtotal: 10 Foundation 11 FO1 0 8" thick Concrete Concrete 5.60 cuyd 12 FO2 0 2x6" treated mud sill 114 ft 13 FO3 0 1/2x6" foam sill seal 114 ft 14 FO4 0 foundation bolts FO5 0 16x8"h concrete footing 3.74 cuyd 16 FO6 0 no. 4 rebar (footing) 251 ft 17 FO7 0 no. 4 horiz. rebar (wall) 752 ft 18 FO8 0 no. 4 vert. rebar (wall) 240 ft 19 FO sq ft concrete slab 9.09 cuyd 20 FO sq ft steel mesh for slab 736 sqft 21 Subtotal: 22 Framing 23 F1 1 2x4-16ft+ fir plate 366 ft 24 F2 1 2x4"-115 1/2" fir stud F3 1 2x4"-28 3/4" fir stud 2 26 F4 1 2x4-16ft+ fir stud stock 201 ft 27 F5 1 2x7-16ft+ header - lumber 14 ft 28 F6 1 2x12-16ft+ header - lumber 72 ft 29 F7 1 2x4"-8 1/2" fir stud F8 1 2x4"-116 1/2" fir stud F9 2 2x4-16ft+ fir plate 149 ft 32 F10 2 2x4-16ft+ fir stud stock 177 ft 33 Subtotal: 34 Siding 35 S1 1 7" wide Siding Wood Cream 1839 ft 36 S2 1 4x8x5/8 Sheet Plywood-hrz S3 1 house wrap 1142 sqft 38 S4 2 7" wide Siding Wood Cream 421 ft 39 S5 2 4x8x5/8 Sheet Plywood-hrz 7 40 Subtotal: 41 Ext Trim 42 EX1 1 1x5-36" 2 43 EX2 1 1x4-16ft+ ext. door casing 35 ft 44 EX3 1 5 in ext. door jamb 35 ft 45 EX4 1 1x4-16ft+ exterior sill 20 ft 46 EX5 1 1x4-16ft+ ext. window casing 33 ft 47 EX6 1 1x4-16ft+ garage door casing 51 ft 48 EX7 1 5 in garage door jamb 51 ft 49 Subtotal: 50 Roofing 51 R1 1 2x8"-16'+ ridge board - lumber 35 ft 52 R2 1 2x8"-10' ridge board - lumber 1 53 R3 1 2x6"-10' rafters - lumber 3 54 R4 1 2x6"-18' rafters - lumber 30

11 ID Sub Flr Size Item Count Un Price Tot. Cost Supplier 55 R5 1 2x8"-33' rafters - lumber 1 56 R6 1 2x8"-18' rafters - lumber 3 57 R7 1 4x2"-16'+ rafters - lumber 63 ft 58 R8 1 2x8"-16'+ rafters - lumber 12 ft 59 R9 1 2x8"-10' rafters - lumber 3 60 R10 1 2x8"-31' rafters - lumber 1 61 R " roof truss R12 1 TR-1 201" roof truss 1 63 R deg. bend roof/wall flashing 2 ft 64 R14 1 ridge cap 34 ft 65 R15 1 Roofing Dimensiona 1126 sqft 66 R16 1 4x8' sheets roof sheathing R17 1 2x8" gable fascia 89 ft 68 R18 1 2x8" eave fascia 68 ft 69 R19 1 metal drip edge 156 ft 70 Subtotal: 71 Insulation 72 IN1 1 12x24x48" batts ceiling insulation Wall Brd 75 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 7 79 Subtotal: 80 Windows 81 W x36 triple sliding Doors 84 D1 1 36x80x1 3/4R ext D2 1 96x96 garage 2 86 D3 1 36x80x1 3/4L ext Subtotal: 88 Int Trim 89 T1 1 1x2-16ft+ interior casing 66 ft 90 T2 1 1x2-16ft+ window apron 19 ft 91 T3 1 1x2-16ft+ sill 19 ft 92 Subtotal: 93 Fixtures 94 FX1 1 12W108D Door Opener Electrical 97 E1 1 wall mount Duplex (low res) 7 98 E2 1 wall mount Duplex (weatherproof 3 99 E3 1 wall mount Three Way E4 1 wall mount Porch Lantern E5 1 wall mount Single Pole E6 1 ceiling mount Globe Subtotal: Total:

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