SDS-CAD Specialized Design Systems Copyright 2002 Website: 26' x 36' Garage With Loft

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Shana Pearson
5 years ago
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2 26'-0" 4" Concrete Slab w/ww mesh over 4" Gravel Fill See details for 8" x 36" Concrete wall on 8" x 20" Footing 36'-0" 36'-0" 26'-0" Foundation Plan Scale 3/16"=1' 26' x 36' Garage With Loft SDS-CAD Specialized Design Systems Copyright 2002 Website: sdscad@pcu.net

3 26'-0" 6'-4" 19'-8" GFCI 7'-0" 2868 UP 3 36'-0" 29'-0" 2'-0" 7'-0" 20'-0" '-0" 16'-0" 16'-0" 36'-0" '-0" 12'-0" 7'-0" 26'-0" Main Floor Plan Scale3/16"=1' 26' x 36' Garage With Loft SDS-CAD Specialized Design Systems Copyright 2002 Website: sdscad@pcu.net

4 26'-0" 5'-0" 21'-0" 8'-0" 13'-0" '-0" DN SD Future Storage 15'-7" x 31'-10" 32'-6" 3'-6" SD '-0" 8'-0" 5'-0" 16'-0" 5'-0" Proposed Loft Layout Scale 3/16"=1' 26'-0" 26' x 36' Garage With Loft SDS-CAD Specialized Design Systems Copyright 2002 Website: sdscad@pcu.net

5 Ashphalt Shingles 12/12 Pitch Fiber Cement Siding Ground Line Front and Right Elevation Views Scale 1/8"=1' 26' x 36' Garage With Loft SDS-CAD Specialized Design Systems Copyright 2002 Website: sdscad@pcu.net

7 Pre-engineered Attic Trusses 24" o.c. Wall Framing Details Scale 1/8"=1' Typical Framing 16" o.c. 2 x 6-8' Walls 26' x 36' Garage With Loft SDS-CAD Specialized Design Systems Copyright 2002 Website: sdscad@pcu.net

8 Framing Plan and Cross Sections Scale 1/4"=1' See General Specifications for detailed notes 20'-0" 19'-0" 1 3/4 x 9 1/2 LVL Header See Typical Garage Section for Foundation Specs 2'-8" 23'-9" Ground Line 26' x 36' Garage With Loft SDS-CAD Specialized Design Systems Copyright 2002 Website: sdscad@pcu.net

9 Stair Cross Section Details Scale 1/4"=1' Landing 36 x 36 Rise max 8" Total Risers 14 Tread min 8" Stair Width 36" Min Head Clearence 6'-8" Rail Height Min 32" Max 36" Angle 35 d 5' 5" Stringers 3-2 x 12 26' x 36' Garage With Loft SDS-CAD Specialized Design Systems Copyright 2002 Website: sdscad@pcu.net

10 Fiber Cement Over Tyvek SILL SEAL FIN. GRADE 8" MIN. 16" O.C. R-19 BATT INSUL. 2"x6" TREATED SILL SIMPSON STHD14 HOLD DOWNS 5/8"Øx10" ANCHOR 32" O.C. & 12" FROM CORNERS SINGLE POUR CORNER INSTALLATION ONE #4 REBAR IN SHEAR CONE 12" MINIMUM REBAR LENGTH 2 x EMBEDMENT LENTH + 12" MINIMUN REBAR LENGTH #4 24" O.C. EACH WAY 28" MIN. 8" 6" 8" 1'-8" 4" CONC. OVER 4" GRAVEL BASE 1/2" EXP. JOINT FOOTING TO GARAGE 6" 2-#4 REBAR CONT. 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 28 GA. RIDGE FLASHING Pitch of Detail not drawn to scale or pitch 12 #235 ASPHALT SHINGLES OVER 30# FELT PREFABRICATED ATTIC 24" O.C. 12 1/2" PLY. or equiv 1' TRUSS CLIP RAIN GUTTER 1 x 6 FASCIA 3/8" PLYWOOD SOFFIT 1/2" SHEETROCK OPTION 2 x 6 16" O.C. 1/2" PLYWOOD or equiv 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 24" APART HORIZ. & VERT. 8" 6" 8" 1'-8" TYP GARAGE SECTION

11 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.

12 ID Flr Size Item Count Un Price Tot. Cost 1 General 2 GN high wall Foundation 8" Concrete Stem W 122 ft 3 GN /8 high wallsiding-8 26 ft 4 GN /8 high wall siding-8 97 ft 5 GN /8 high wall Interior-4 13 ft 6 GN5 1 heated wall area 189 sqft 7 GN6 1 heated door area 18 sqft 8 GN7 2 3 high wall siding-8 72 ft 9 GN /8 high wall siding-8 52 ft 10 GN /4 high wall Interior-4 68 ft 11 GN /16 high wallinterior-4 5 ft 12 GN11 2 heated ceiling area 936 sqft 13 GN12 2 heated wall area 273 sqft 14 GN13 2 heated glass area 27 sqft 15 GN /8 high wall siding-8 19 ft 16 Subtotal: 17 Foundation 18 FO1 0 8" thick Concrete Concrete 9.00 cuyd 19 FO2 0 2x6" treated mud sill 122 ft 20 FO3 0 1/2x6" foam sill seal 122 ft 21 FO4 0 foundation bolts FO5 0 20x8"h concrete footing 4.98 cuyd 23 FO6 0 no. 4 rebar (footing) 259 ft 24 FO7 0 no. 4 horiz. rebar (wall) 1035 ft 25 FO8 0 no. 4 vert. rebar (wall) 372 ft 26 FO sq ft concrete slab cuyd 27 FO sq ft steel mesh for slab 855 sqft 28 Subtotal: 29 Subfloor 30 SF1 2 4x8'x3/4" sheets floor sheathing SF2 2 2x12"-16'+ rim joists - lumber 101 ft 32 SF3 2 2x12"-12' rim joists - lumber 1 33 SF4 2 2x12"-15' rim joists - lumber 2 34 SF5 2 2x12"-26' floor joists - lumber SF6 2 2x12"-11' floor joists - lumber 3 36 SF7 2 2x6"-36' ceiling joists - lumber 4 37 SF8 2 2x6"-16'+ ceiling joists - lumber 159 ft 38 Subtotal: 39 Framing 40 F1 1 2x6-16ft+ fir plate 372 ft 41 F2 1 2x6"-92 5/8" fir stud F3 1 2x4"-92 5/8" fir stud F5 1 2x6"-17 7/8" fir stud 4 44 F6 1 2x7-16ft+ header - lumber 27 ft 45 F7 1 2x9-16ft+ header - lumber 39 ft 46 F8 1 2x4-16ft+ fir plate 38 ft 47 F9 1 2x4"-7 5/8" fir stud 2 48 F10 1 2x6-16ft+ header - lumber 6 ft 49 F11 1 2x4-16ft+ fir stud stock 14 ft 50 F12 2 2x6--1 1/2" Fir Stud 16" OC F13 2 2x6-16ft+ fir plate 397 ft 52 F14 2 2x6-16ft+ fir stud stock 176 ft 53 F15 2 2x6"-92 5/8" fir stud F16 2 2x4-16ft+ fir stud stock 22 ft 55 F17 2 2x7-16ft+ header - lumber 14 ft 56 F18 2 2x4-16ft+ fir plate 219 ft 57 F19 2 2x4"-50 3/4" fir stud 55

13 ID Flr Size Item Count Un Price Tot. Cost 58 F20 3 2x6-16ft+ fir plate 51 ft 59 F21 3 2x6-16ft+ fir stud stock 37 ft 60 Subtotal: 61 Siding 62 S1 1 7" wide Siding Wood White 1930 ft 63 S2 1 4x8x1/2 Sheet Sheetrock 4 64 S3 1 house wrap 1006 sqft 65 S4 2 7" wide Siding Wood White 809 ft 66 S5 2 4x8x1/2 Sheet Sheetrock S6 2 house wrap 364 sqft 68 S7 3 7" wide Siding Wood White 104 ft 69 Subtotal: 70 Ext Trim 71 EX1 1 1x4-16ft+ exterior sill - color 9, white 8 ft 72 EX2 1 1x4-16ft+ ext. window casing - color 9, wh 21 ft 73 EX3 1 1x7-36" 2 74 EX4 1 1x4-16ft+ ext. door casing - color 9, white 35 ft 75 EX5 1 7 in ext. door jamb - color 9, white 35 ft 76 EX6 1 1x4-16ft+ garage door casing - color 9, w 53 ft 77 EX7 1 7 in garage door jamb - color 9, whi 53 ft 78 EX8 1 1x8 in (2) corner board - color 7, med gra 33 ft 79 EX9 2 1x4-16ft+ exterior sill - color 9, white 8 ft 80 EX10 2 1x4-16ft+ ext. window casing - color 9, wh 27 ft 81 EX11 2 1x8 in (2) corner board - color 7, med gra 2 ft 82 Subtotal: 83 Roofing 84 R1 1 ridge cap 38 ft 85 R2 1 Roofing Dimensional Comp sqft 86 R3 1 4x8' sheets roof sheathing R4 1 2x8" 16" OC rafters - fir 1284 ft 88 R5 1 2x8" gable fascia 80 ft 89 R6 1 2x8" eave fascia 76 ft 90 R7 1 metal drip edge 156 ft 91 R8 1 gutter 76 ft 92 R9 1 downspout 2 93 R10 2 2x8"-16'+ ridge board - lumber 38 ft 94 R11 2 2x8"-21' rafters - lumber R12 2 2x8"-38' rafters - lumber 2 96 R13 2 4x2"-16'+ rafters - lumber 57 ft 97 Subtotal: 98 Insulation 99 IN1 1 4x16x93" batts wall insulation IN2 1 6x16x93" batts wall insulation IN3 2 12x24x48" batts ceiling insulation IN4 2 6x16x93" batts wall insulation Subtotal: 104 Flooring 105 FL1 1 landing floor 9 sqft 106 FL2 2 Carpet b4 804 sqft 107 FL3 2 4x8' sheets underlayment Subtotal: 109 Wall Brd 110 WB1 0 4x8'-1/2" ceiling wall board WB2 1 4x8x1/2 Sheet Sheetrock WB3 1 4x8'-1/2" ceiling wall board WB4 2 4x8x1/2 Sheet Sheetrock WB5 2 4x8'-1/2" ceiling wall board 29

14 ID Flr Size Item Count Un Price Tot. Cost 115 WB6 3 4x8x1/2 Sheet Sheetrock Subtotal: 117 Windows 118 W1 1 36x36 right sliding - color 9, white W2 2 36x54 double hung - color 9, white Subtotal: 121 Doors 122 D1 1 36x80x1 3/4L ext. - color 9, white D x96 garage - color 9, white D3 1 32x80x1 3/8L Subtotal: 126 Int Trim 127 T1 1 1x2-16ft+ window apron - color 9, white 7 ft 128 T2 1 1x2-16ft+ sill - color 9, white 7 ft 129 T3 1 1x2-16ft+ interior casing - color 9, white 54 ft 130 T4 1 1x2-16ft+ interior casing 34 ft 131 T5 1 5 in interior jamb 17 ft 132 T6 1 36x13-1" stair tread T7 1 36x7 1/8" riser T8 1 2" wide int. railing 216 in 135 T9 1 1" diam. baluster T treads stair stringer T x11 1/8-1" stair tread T treads stair stringer T13 1 2x10" landing joists - fir 13 ft 140 T14 1 1x8" landing rim trim 12 ft 141 T15 2 1x2-16ft+ window apron - color 9, white 7 ft 142 T16 2 1x2-16ft+ sill - color 9, white 7 ft 143 T17 2 1x2-16ft+ interior casing - color 9, white 26 ft 144 T /2" wide int. railing 125 in 145 T /2" wide middle rail 125 in 146 T /4" diam. baluster T /2" square newel post T /2" square half newel post Subtotal: 150 Fixtures 151 FX1 1 12W108D Garage Door Opener - color 10, FX2 1 31W34D Standard - color 10, shiny white FX3 1 30W19D Free Standing (rect) - color 10, s Subtotal: 155 Appliance 156 A1 1 36W4D 36" Baseboard - color 10, shiny A2 1 36W7D Convection Heater - color 10, sh Subtotal: 159 Electrical 160 E1 1 wall mount GFCI E2 1 wall mount 220V (low res) E3 1 wall mount Duplex (low res) E4 1 wall mount Three Way E5 1 wall mount Single Pole E6 1 wall mount Porch Lantern E7 1 ceiling mount Half Dome E8 2 wall mount Duplex (low res) E9 2 wall mount Single Pole E10 2 ceiling mount Half Dome E11 2 ceiling mount Smoke Detector Subtotal:

15 Truss Details and Notes The next three pages are scans of the engineered trusses designed for this garage. They are designed to be produced by a truss manufacturer and need to be built by that manufacturer. You will need to have them verify for your state the requirements for the trusses and give specific details for placement of trusses for your locality. Trusses are placed on 24 centers. Two Gable trusses are required for each end wall. Double up the trusses next to the stairway to allow for a girder application for the stair opening. The tip truss is added to each truss by placing 2x4s flat along the tops of the big trusses and nailing the smaller trusses in place. Place Simpson H1 ties or equivalent at all truss to top plate connections. Attic Truss Guide from a truss manufacturer for more info Attic trusses (also known as 'room in the roof' trusses) are one of the most cost effective ways of adding floor area to a building. In most cases, where a roof is suitable for standard trusses it is also suitable for attic trusses as long as a few simple considerations are made: Align stairwells parallel to the trusses, not cutting across them. Keep dormer windows on opposite sides of the roof in line with each other. Try to avoid using dormer windows over 6 ft in width. Keep velux windows small enough to fit between trusses. Ends of ridge lines must be supported by trusses, keep dormer windows and stairwells away from them. Always inform us of any dormer windows or stairwells to be installed. Even items to be installed at a later date must still be designed for from the beginning. Trusses can not be cut at a later date. Never cut trusses! Trusses for roofs over 12 feet in height must be made in two parts due to delivery height restrictions. These situations should be avoided where possible because the cost is significantly increased and the maximum room width is reduced. All attic trusses are designed for a domestic floor load, unless otherwise requested.

Custom 24 x 26 Garage Plan Roy Hartmann Plan #g218 By SDS-CAD Specialized Design Systems CLIENT

Custom 24 x 26 Garage Plan Roy Hartmann Plan #g218 By SDS-CAD Specialized Design Systems CLIENT P O Box 34 Mendon, Utah Custom 24 x 26 Garage Plan Plan #g218 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical Section