26' x 36' garage with loft

SDS-CAD Specialized Design SystemsCopyright 2002Website: www.sdscad.com Email: [email protected]

26' x 36' Garage With Loft

36'-0

"

26'-0"

26'-0"

36'-0

"

4" Concrete Slab w/WW mesh over4" Gravel FillSee details for 8" x 36" Concretewall on 8" x 20" Footing

Foundation Plan Scale 3/16"=1'



3030

3068

90809080

3030

3068

2868

UP

GFCI

3

3

3

3

36'-0

"

4'-0

"16

'-0"

16'-0

"

26'-0"

7'-0" 12'-0" 7'-0"

26'-0"

19'-8"6'-4"

36'-0

"

7'-0

"29

'-0"

2'-0

"7'

-0"

20'-0

"

Main Floor PlanScale3/16"=1'



DN

3046

3046

SD

SD

FutureStorage

15'-7" x 31'-10"

32'-6

"3'

-6"

26'-0"

5'-0" 16'-0" 5'-0"

8'-0" 8'-0"

26'-0"

21'-0"5'-0"

13'-0"8'-0"

36'-0

"

Proposed Loft LayoutScale 3/16"=1'



Ground Line

12/12 Pitch

Fiber Cement Siding

Ashphalt Shingles

Front and RightElevation ViewsScale 1/8"=1'



Rear and Left ElevationViewsScale 1/8"=1'



Pre-engineered Attic Trusses 24" o.c.

Wall Framing DetailsScale 1/8"=1'Typical Framing 16" o.c.2 x 6 - 8' Walls



2'-8

"23

'-9"

19'-0"

20'-0"

Ground Line

Framing Plan and Cross SectionsScale 1/4"=1' See GeneralSpecifications for detailed notes



1 3/4 x 9 1/2 LVL Header

See Typical Garage Section forFoundation Specs

Stair Cross Section DetailsScale 1/4"=1'Landing 36 x 36Rise max 8"Total Risers 14Tread 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



2 X 12 DOUBLE HEADER

28 GA. RIDGE FLASHING

2% SLOPE TO OUTSIDE

4" CONC. SLAB W/6 x 6 MESH

TYP GARAGE SECTION

TRUSSES @ 24" O.C.PREFABRICATED ATTIC#235 ASPHALT SHINGLES

TRUSS CLIP

24" APART HORIZ. &1/2" REBAR SPACED

VERT.

3/8" PLYWOOD

1 x 6 FASCIA

RAIN GUTTER

SOFFIT

1/2" PLY. or equiv

OVER 30# FELT

2 x 6 MUDSILL

EMBEDDED 7" INTO CONC.1/2" x 10" ANCHOR BOLT

HORIZONTAL SIDING

1/2" PLYWOOD or equiv

1/2" SHEETROCK OPTION

2 x 6 STUD @ 16" O.C.

OVER 4" GRAVEL

1 x 4 TRIM

12

12

MIN

.

FOOTING TO WALL @ GARAGE

2-#4 REBAR CONT.

4" GRAVEL BASE4" CONC. OVER

1/2" EXP. JOINT

#4 REBAR @ 24"O.C. EACH WAY

28"

MIN

.8"

6"6" 8"

1'-8"

5/8"Øx10" ANCHORBOLT @ 32" O.C. &12" FROM CORNERS

2"x6" TREATED SILL

2"x6" @ 16" O.C.R-19 BATT INSUL.

SIMPSON STHD14HOLD DOWNS

FIN. GRADE

Fiber CementOver Tyvek

SILL SEAL

8"

6" 8"

8"

1'

1'-8"

SimpsonStrong-Tie

HPAHD22

2 x EMBEDMENT LENTH + 12" MINIMUN REBAR LENGTH

HPAHD_1.PL1HPAHD_2.PL1

30" MINIMUMREBAR LENGTH

CORNERDISTANCEFROM EDGEOF STRAP TOCORNER

SINGLE POUR CORNERINSTALLATION

12" MINIMUMREBAR LENGTH

ONE #4REBAR INSHEAR CONE

HPAHDSimpsonStrong-Tie

Pitch of Detail not drawn to scale or pitch

CONCRETE OR MASONRY GROUT.

STORIES SHALL HAVE AN 8" MIN. STEMWALL.

BELOW ADJACENT FINISHED GRADE FOR DESIGN.

ENGINEER AND RECEIVING APPROVAL FROM LOCAL

ABOVE FINISHED GRADE.

2. SEISMIC ZONE, NO. 3.

P.S.I. FOR QUALITY ONLY.

P.S.I. AT 28 DAYS, 5" MAX. SLUMP.

OTHERWISE NOTED ON THE PLANS.

5. ANCHOR BOLTS SHALL BE A-307 EMBEDDED 7" MIN. INTO

4. CONCRETE DESIGN BASED ON Fc 2000 P.S.F., Fc 2500 LAP 30 DIA. MIN. AT SPLICES OR WELD PER ACI STD.3. REINFORCING TO BE ASTM A615-BARS WITH Fy=60 K.S.I.

2. CONCRETE TO BE ACI 301-66, TYPE II CEMENT, 2500

1. ALL SLABS ARE TO BE 4" CONC. OVER 4" GRAVEL UNLESS

EXISTING GRADE AND TOPS OF STEMS SHALL BE 10" MIN.9. BOTTOM OF FOOTINGS SHALL BE PLACED 30" MIN. BELOW

8. THAT PORTION OF THE FOUNDATION WHICH SUPPORTS TWO7. FINISHED FLOOR TO BE 16" MIN. ABOVE LOT'S OUTFALL.

6. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSI AT 2'

BUILDING DEPARTMENT TO CONSTRUCT BUILDING ON SAID

WITH OUT HAVING A SOIL REPORT PREFORMED BY A SOILS5. SOIL SHOULD NOT BE A HIGHLY EXPANSIVE SOIL TYPE MUST BE COMPLETED PRIOR TO FINAL INSPECTION.4. LOT MUST BE GRADED TO INSURE PROPER DRAINAGE. THIS REMOVED FROM THE SOIL IN THE AREA OF THE BUILDING.3. ALL STUMPS ROOTS AND ORGANIC MATTER SHALL BE

1. MAKE SURE SETBACKS ARE IN COMPLIANCE WITH THOSE

1. FASCIA TO BE 2"x 4" DOUGLAS FIR PER DETAIL _____

LENGTH BUY ONE OF THE FOLLOWING:

HEADER SIZE TABLE UNLESS OTHERWISE NOTED.

AND ROOF DEAD LOAD OF 15 P.S.F.

JOISTS, RAFTERS, OR TRUSSES.

OR RAFTER TO WALL CONNECTION.

THE TRUSS MANUFACTURE'S ENGINEER.

5' + TO 7'-0" SPAN 2-2x8's 3' + TO 5'-0" SPAN 2-2x6's 2'-0" TO 3'-0" SPAN 2-2x4's HEADER SIZES (TWO STORY CONSTRUCTION) 10' + TO 12'-0" SPAN 2-2x12's 8' + TO 10'-0" SPAN 2-2x10's 6' + TO 8'-0" SPAN 2-2x8's 4' + TO 6'-0" SPAN 2-2x6's 2'-0" TO 4'-0" SPAN 2-2x4's HEADER SIZES (SINGLE STORY CONSTRUCTION)

7' + TO 8'-0" SPAN 2-2x10's

FOLLOWING TABLE UNLESS OTHERWISE NOTED.

GENERAL FRAMING: (DOUGLAS FIR)

SHALL BE 1 1/2" MIN. THICKNESS AND FULL DEPTH OF

AT EACH END OF BUILDING AND AT LEAST EVERY 25' OF2. BRACE ALL EXTERIOR WALLS AND CROSS-STUD PARTITIONS

1. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE

9. PLYWOOD ROOF DECKING TO BE 1/2" THICK, 24/0, CDX

8. BASIS OF DESIGN ROOF LIVE/SNOW LOAD OF 37 P.S.F.,


AND TRUSSES OVER ALL BEARING WALLS. SUCH BLOCKING6. SOLID BLOCKING REQUIRED BETWEEN JOISTS, RAFTERS,

5. USE SIMPSON H-1 HURRICANE ANCHORS AT EACH TRUSS

4. TRUSSES ARE TO BE AN APPROVED TRUSS DESIGN FROM3. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS.2. FOR SOFFIT SIZE SEE DETAIL _____ SHEET _____.

FURRED SPACES, SOFFITS, DROP CEILINGS, COVE

LEVELS WITH APPROVED NONCOMBUSTIBLE MATERIALS. CHIMNEYS, AND FIREPLACES AT CEILING AND FLOOR

ETC. FIRESTOPPING SHALL CONSIST OF 2" NOMINAL OF RUN, BEARING WALLS AND CEILING JOIST LINES, CEILINGS, STAIR STRINGERS AT TOP AND BOTTOM

AT EACH END AND 1-8d NAILS AT EACH STUD.

A. FIREBLOCK STUD SPACES OVER 10' IN HEIGHT,

WEATHER, I.E. ROOF OVERHANGS.4. CDX PLYWOOD IS NOT APPROVED WHERE EXPOSED TO

B. FIRESTOP OPENINGS AROUND VENTS, PIPES, DUCTS,

A. SIMPSON WB 126 WALL BRACING WITH 3-16d NAILS

B. PLYWOOD SHEATHING OF A MINIMUM THICKNESS OF

3. FIRE STOPPING:

3/8 INCH.

LUMBER

WOODS AND PLASTICS:

OF 7/16 WAFFER.

SHEET _____.

CONCRETE:

ROOF FRAMING:

TYPE SOIL.

SITE WORK:

SHOWN ON PLANS.

LIVING ROOM, AND IN EVERY BEDROOM.

ALONG WALL LINE AND AT ANY WALL OVER 24" WIDE IN12. MAXIMUM SPACING OF OUTLETS SHALL NOT EXCEED 12 FT. THOSE FOR THE REF'G., RANGE, DISP., DISHWASHER.11. ALL OUTLETS IN KITCHEN ARE TO BE AT +44" EXCLUDING

14. PROVIDE A VENTILATION FAN CAPABLE OF PRODUCING A

13. INSTALL LIGHT IN WALK-IN CLOSET 18" MIN. HORIZ. ALL ROOMS EXCEPT KITCHEN, BATH, UTILITY, GARAGE.

1210(A) U.B.C. AND LOCAL BUILDING CODES IN EVERY15. PROVIDE SMOKE DETECTOR ALARM CONFORMING TO SEC. ROOMS WITHOUT THE REQUIRED WINDOW VENTILATION. CHANGE OF AIR EVERY 12 MINUTES FOR BATH OR UTILITY

10. BOTTOM HALF OF OUTLET CONTROLLED BY SWITCH WHEN TERIOR, GARAGE, KITCHEN AND BATHROOM OUTLETS.9. INSTALL GROUND FAULT CURRENT INTERRUPTER ON EX-

CLEARANCE WIDTH 20" MIN. PER SEC.1204 CURRENT U.B.C..

3. ALL EXTERIOR DOORS TO BE SOLID CORE.

4. DOOR OPENING INTO THE GARAGE FROM THE LIVING

5.7 SQ. FT. MIN., CLEARANCE HEIGHT OF 24" MIN.,

QUARTERS TO BE SOLID CORE AND EQUIPPED WITH A SELF

PANELS AND ALL GLASS WITHIN 18" OF FLOOR OR 12" OF

2. ALL INTERIOR DOORS TO HAVE BASE BOARD TYPE DOOR

HUMAN IMPACT SHALL BE TEMPERED GLASS AND COMPLY ANY DOOR AND SIMILAR GLAZED OPENINGS SUBJECT TO

5. FRAMELESS GLASS DOORS, GLASS IN DOORS, FIXED GLASS

FLOOR. SUCH WINDOWS SHALL HAVE A CLEAR OPENING OF1. ALL BEDROOM WINDOWS TO BE 44" MAX. OFF OF FINISHED

WITH SEC. 5406 CURRENT U.B.C..

CLOSING DEVICE.

STOPS (HINGE TYPE OPTIONAL).

DOORS, WINDOWS, AND GLASS:

BEDROOM AND ON EACH FLOOR.

SHOWN.

FROM ANY SHELF.

3. 5/8" DRYWALL IS REQUIRED AT STAIRWAYS WALLS,

4. 5/8" DRYWALL ON CEILING (TYPE "X") OF GARAGE AND

2. INTERIOR WALL TO HAVE 1/2" DRYWALL TEXTURED AS TOWEL FINISH OR AS DIRECTED BY OWNER / BUILDER.1. FINISHED CEILINGS TO HAVE 1/2" DRYWALL W/ SKIP

TIGHT PAN IS REQUIRED PER U.M.C. SEC. 1202.

7. USE TYPE "WR" SHEETROCK AS BACKING AT ALL SHOWER

3. ALL MASONRY MATERIALS USED MUST COMPLY WITH

2. BRICK VENEER SHALL BE FASTENED TO WALL PER SEC.

1. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C.

TO A HEIGHT OF 70" ABOVE FLOOR DRAIN. (SEC.5406 LOCATIONS ALONG WITH CERAMIC TILE OR APPROVED EQUAL

6. DRYWALL SHALL BE NAILED 4" O.C. AT EDGES & 6" O.C.

5. USE 5/8" SHEET ROCK ON CEILING WHERE SUPPORTED AT

10. MAIN PLUMBING STACKS SHALL RUN UNDIMINISHED IN

2. PROVIDE EXHAUST FAN AT BATHROOM AND AT THE KITCHEN

SECOND FLOOR AN EXTRA CORROSIVE RESISTANT WATER 1. FOR A/C UNITS INSTALLED EITHER IN ATTIC OR ON

CENTER TO A VERTICAL SURFACE (SEC. 907(C) U.P.C.11. TOILETS TO BE SET WITH A MIN. OF 15" FROM ITS MAIN DRAIN TO THE OPEN AIR ABOVE THE ROOF. SIZE (3" MIN.) AND DIRECT AS POSSIBLE FROM THE

9. PROVIDE HOT WATER RELIEF VALVE FOR WATER HEATER

8. USE ABS FOR WASTE AND VENT PIPING AND COPPER FOR

7. ALL SHOWER HEADS ARE TO BE INSTALLED AT 6'-6" ABOVE

EQUIPMENT EXCEPT THAT RAW WATER LINES SHALL BE 5. PLUMBING SHALL BE DESIGNED FOR WATER SOFTENING

THE CONTRACTOR SHALL CONDUCT AN OPERATION TEST FOR4. AFTER THE PLUMBING SYSTEM INSTALLATION IS COMPLETED

3. ALL EQUIPMENT TO BE NEW AND OF EQUAL QUALITY AS

2. INSTALL APPROVED AIR-GAP FITTINGS ON DISCHARGE SIDE

1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF WATER,

8. PREWIRE FOR T.V., TELEPHONE IN KITCHEN, FAMILY ROOM, AND A MINIMUM OF TWO 20 AMP CIRCUITS TO KITCHEN.7. PROVIDE 20 AMP CIRCUITS TO FAMILY AND DINING ROOM,6. PROVIDE SEPARATE 20 AMP CIRCUITS TO WASHER. 120/240 VOLT, 1 PHASE RAINTIGHT, UNDERGROUND.5. ELECTRICAL SERVICE IS TO BE 100 AMP SERVICE, 4. PROVIDE MAIN JUMPING BOND WITH #4 BARE COPPER.3. BOND INTERIOR PIPING SYSTEM WITH #8 BARE COPPER.

2. PROVIDE 20 FT. OF NO. 4 COPPER WIRE AS GROUND 1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF LINES.

SMOOTHLY CLOSED AND OPENED BY THE HOME OWNER.5. ALL DUCT REGISTERS TO BE OPERABLE AND ABLE TO BE

4. FURNACE SYSTEM AND INSTALLATION OF FURNACE TO 3. DUCTWORK SHALL COMPLY WITH CH. 10 OF CURRENT U.B.C.

3006.1, CURRENT U.B.C.

JOIST TO BEARING WALL CONNECTION.

AND FLOOR DEAD LOAD OF 15 P.S.F.

HEADER SIZE TABLE UNLESS OTHERWISE NOTED.

THICKNESS AND FULL DEPTH OF JOISTS.

8. JOIST HANGERS TO BE SIMPSON U210 OR EQUAL UNLESS

3. USE SIMPSON H 2.5 HURRICANE ANCHORS AT EACH FLOOR

7. FLOOR DECKING TO BE 3/4" THICK T & G WAFER BOARD.

WALLS, AND MIDSPANS SUCH BLOCKING SHALL BE 2" MIN.


6. BASIS OF DESIGN: FLOOR LIVE LOAD OF 40 P.S.F.,

4. SOLID BLOCKING BETWEEN JOISTS OVER ALL BEARING

2. HANDRAIL/GUARDRAILS FINAL STYLE, MATERIAL AND

1 1/8" MIN., 3-2x12 STRINGERS REQUIRED, 2x12

1. STAIRS TO BE CONSTRUCTED WITH THE FOLLOWING

RUN, MINIMUM HEAD CLEARANCE 6'-8".

4. HANDRAILS TO BE 34"-38" ABOVE TREAD NOSING.3. GUARDRAILS TO BE 42" HIGH MIN. FROM FLOOR.

WAFFER BOARD WITH FOUR NAILS EACH.

SHEETROCK (SEC. 1712(B)3, CURRENT U.B.C.). INSUL. BD. FROM ATTIC WITH 1 LAYER OF 1/2"

BUILDING ENVELOPE, I.E., HOLES DRILLED IN TOP

9. DOUBLE JOISTS AND OR DOUBLE BLOCKING AT ALL

MENTAL PATTERN SUCH THAT A SPHERE 4" ROUND CANNOT

COLOR TO BE OWNER'S CHOICE. DESIGN TO BE PER U.B.C.

(C) CURRENT U.B.C.. ATTICS SHALL BE PROVIDED WITH AN

2. R-38 INSULATION IN CEILING AND R-19 INSULATION IN

APPROVED BLACK INSUL. BD. OR SEPARATE POLYSTRENE ATTIC. REPLACE POLYSTRENE INSUL. BD. AT ATTIC WITH

ACCESS OPENING 22"x30" WITH MIN. HEAD ROOM ABOVE

VENTS SHALL PROVIDE AIR INTAKE TO MEET SEC. 3205 HAVE CLEAR CROSS-VENTILATION AREAS TO THE OUTSIDE.4. ENCLOSED ATTICS AND SPACES BETWEEN RAFTERS SHALL

PLATES AROUND WINDOWS, DOORS, SERVICE ENTRANCE

3. INSTALL CAULKING COMPOUND AT ALL PENETRATIONS IN

5. POLYSTRENE INSUL. BD. SHALL NOT BE EXPOSED TO

7. PREFERRED STAIR REQUIREMENTS: RISE 7" TO 7 1/2",

5. OPEN RAILING TO HAVE INTERMEDIATE RAILS OR ORNA-

BLOCKING, 3/4" WAFER BOARD RISERS AND 2x6 LEDGER.

EXPANSION TYPE ANCHOR BOLTS, 2x12 TREADS NOSING MATERIALS: 2x6 KICK PLATE ANCHOR TO CONCRETE WITH

RUN 11" TO 12", MINIMUM HEAD CLEARANCE 7'-0".

6. MINIMUM STAIR REQUIREMENTS: MAX. 8" RISE, MIN. 9"

1. ASPHALT SHINGLES OVER TYPE 30 FELT OVER 7/16" MIN.

ACCESS OPENING OF 30".

PANEL.

PASS THOROUGH.

EXTERIOR WALLS.

THERMAL AND MOISTURE PROTECTION:

INTERIOR WALLS.

STAIRS:

1994.

OTHERWISE NOTED.

CLIMATE CONTROL:

ELECTRICAL SYSTEMS:

ELECTRODE INFOUNDATION FOOTING.

& SEC. 511(A) CURRENT U.B.C.)

COMPY WITH CHAPTER 7 OF CURRENT U.B.C.

WHERE SHOWN ON THE PLANS.

PLUMBING:

FINISHED FLOOR OF SHOWER OR TUB.

PROVIDED TO OUTSIDE HOSE BIBS.

WATER PIPING.

AND DRAIN.

SECTION 2403 CURRENT U.B.C.

SPECIFIED.

OF DISHWASHER.

GAS AND SEWER LINES.

APPROVAL.

6. SHEAR WALL TO BE 3/8" CDX PLYWOOD APPLIED 4" STUDS AT 16" O.C. WITH DOUBLE TOP PLATE.

16" O.C. UNLESS OTHERWISE NOTED.

GRADE Fb 1450 OR BETTER UNLESS OTHERWISE NOTED.8. FRAMING LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION

SPECS. AND BEAR APPROVAL STAMP ON ALL PIECES IN

BE 2"X 4" STUDS AT 24" O.C. AND AT BEARING WALLS 2"x O.C.. INTERIOR WALL FRAMING AT NON-BEARING WALLS TO

12. USE REDWOOD OR PRESSURE TREATED SOLE PLATES AT ALL

11. STRUCTURAL GLUED LAMINATED TIMBERS TO BE STAMPED BY 10. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES.

2. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS.

1. ALL FLOOR JOIST TO BE DOUGLAS FIR #2 OR T.J.I. @

9. NAILING TO BE PER CURRENT U.B.C. UNLESS OTHERWISE

7. ALL STRESS GRADE LUMBER SHALL COMPLY WITH WCLA

5. EXTERIOR WALL FRAMING TO BE 2"x 6" STUDS AT 16"

EXTERIOR WALLS.

FLOOR FRAMING:

AN APPROVED AGENCY.

NOTED.

HORIZONTALLY.

PLACE.

CURRENT U.B.C.)

CEILING AND UNDER STAIRS.

24" ON CENTER.

FINISHES:

MASONRY:

DIRECTED BY OWNER / BUILDER.

WALLS OF GARAGE ADJACENT TO LIVING AREA.

IN THE FIELD OF EACH SHEET.

FOR ALL MASONRY WORK.

ID Flr Size Item Count Un Price Tot. Cost1 General2 GN1 036 high wall Foundation 8" Concrete Stem W 122 ft3 GN2 1109 1/8 high wallsiding-8 26 ft4 GN3 197 1/8 high wall siding-8 97 ft5 GN4 197 1/8 high wall Interior-4 13 ft6 GN5 1 heated wall area 189 sqft7 GN6 1 heated door area 18 sqft8 GN7 23 high wall siding-8 72 ft9 GN8 297 1/8 high wall siding-8 52 ft

10 GN9 259 1/4 high wall Interior-4 68 ft11 GN10 240 5/16 high wallInterior-4 5 ft12 GN11 2 heated ceiling area 936 sqft13 GN12 2 heated wall area 273 sqft14 GN13 2 heated glass area 27 sqft15 GN14 355 7/8 high wall siding-8 19 ft16 Subtotal: 17 Foundation18 FO1 08" thick Concrete Concrete 9.00 cuyd19 FO2 02x6" treated mud sill 122 ft20 FO3 01/2x6" foam sill seal 122 ft21 FO4 0 foundation bolts 2422 FO5 020x8"h concrete footing 4.98 cuyd23 FO6 0no. 4 rebar (footing) 259 ft24 FO7 0no. 4 horiz. rebar (wall) 1035 ft25 FO8 0no. 4 vert. rebar (wall) 372 ft26 FO9 0855 sq ft concrete slab 10.55 cuyd27 FO10 0855 sq ft steel mesh for slab 855 sqft28 Subtotal: 29 Subfloor30 SF1 24x8'x3/4" sheets floor sheathing 2831 SF2 22x12"-16'+ rim joists - lumber 101 ft32 SF3 22x12"-12' rim joists - lumber 133 SF4 22x12"-15' rim joists - lumber 234 SF5 22x12"-26' floor joists - lumber 2435 SF6 22x12"-11' floor joists - lumber 336 SF7 22x6"-36' ceiling joists - lumber 437 SF8 22x6"-16'+ ceiling joists - lumber 159 ft38 Subtotal: 39 Framing40 F1 12x6-16ft+ fir plate 372 ft41 F2 12x6"-92 5/8" fir stud 9142 F3 12x4"-92 5/8" fir stud 1443 F5 12x6"-17 7/8" fir stud 444 F6 12x7-16ft+ header - lumber 27 ft45 F7 12x9-16ft+ header - lumber 39 ft46 F8 12x4-16ft+ fir plate 38 ft47 F9 12x4"-7 5/8" fir stud 248 F10 12x6-16ft+ header - lumber 6 ft49 F11 12x4-16ft+ fir stud stock 14 ft50 F12 22x6--1 1/2" Fir Stud 16" OC 7051 F13 22x6-16ft+ fir plate 397 ft52 F14 22x6-16ft+ fir stud stock 176 ft53 F15 22x6"-92 5/8" fir stud 1754 F16 22x4-16ft+ fir stud stock 22 ft55 F17 22x7-16ft+ header - lumber 14 ft56 F18 22x4-16ft+ fir plate 219 ft57 F19 22x4"-50 3/4" fir stud 55

ID Flr Size Item Count Un Price Tot. Cost58 F20 32x6-16ft+ fir plate 51 ft59 F21 32x6-16ft+ fir stud stock 37 ft60 Subtotal: 61 Siding62 S1 17" wide Siding Wood White 1930 ft63 S2 14x8x1/2 Sheet Sheetrock 464 S3 1 house wrap 1006 sqft65 S4 27" wide Siding Wood White 809 ft66 S5 24x8x1/2 Sheet Sheetrock 1167 S6 2 house wrap 364 sqft68 S7 37" wide Siding Wood White 104 ft69 Subtotal: 70 Ext Trim71 EX1 11x4-16ft+ exterior sill - color 9, white 8 ft72 EX2 11x4-16ft+ ext. window casing - color 9, wh 21 ft73 EX3 1 1x7-36" 274 EX4 11x4-16ft+ ext. door casing - color 9, white 35 ft75 EX5 17 in ext. door jamb - color 9, white 35 ft76 EX6 11x4-16ft+ garage door casing - color 9, w 53 ft77 EX7 17 in garage door jamb - color 9, whi 53 ft78 EX8 11x8 in (2) corner board - color 7, med gra 33 ft79 EX9 21x4-16ft+ exterior sill - color 9, white 8 ft80 EX10 21x4-16ft+ ext. window casing - color 9, wh 27 ft81 EX11 21x8 in (2) corner board - color 7, med gra 2 ft82 Subtotal: 83 Roofing84 R1 1 ridge cap 38 ft85 R2 1 Roofing Dimensional Comp. 1505 sqft86 R3 14x8' sheets roof sheathing 4787 R4 12x8" 16" OC rafters - fir 1284 ft88 R5 12x8" gable fascia 80 ft89 R6 12x8" eave fascia 76 ft90 R7 1 metal drip edge 156 ft91 R8 1 gutter 76 ft92 R9 1 downspout 293 R10 22x8"-16'+ ridge board - lumber 38 ft94 R11 22x8"-21' rafters - lumber 4295 R12 22x8"-38' rafters - lumber 296 R13 24x2"-16'+ rafters - lumber 57 ft97 Subtotal: 98 Insulation99 IN1 14x16x93" batts wall insulation 7

100 IN2 16x16x93" batts wall insulation 9101 IN3 212x24x48" batts ceiling insulation 117102 IN4 26x16x93" batts wall insulation 25103 Subtotal: 104 Flooring105 FL1 1 landing floor 9sqft106 FL2 2 Carpet b4 804 sqft107 FL3 24x8' sheets underlayment 26108 Subtotal: 109 Wall Brd110 WB1 04x8'-1/2" ceiling wall board 27111 WB2 14x8x1/2 Sheet Sheetrock 36112 WB3 14x8'-1/2" ceiling wall board 29113 WB4 24x8x1/2 Sheet Sheetrock 21114 WB5 24x8'-1/2" ceiling wall board 29

ID Flr Size Item Count Un Price Tot. Cost115 WB6 34x8x1/2 Sheet Sheetrock 2116 Subtotal: 117 Windows118 W1 136x36 right sliding - color 9, white 2119 W2 236x54 double hung - color 9, white 2120 Subtotal: 121 Doors122 D1 136x80x1 3/4L ext. - color 9, white 2123 D2 1108x96 garage - color 9, white 2124 D3 132x80x1 3/8L 1125 Subtotal: 126 Int Trim127 T1 11x2-16ft+ window apron - color 9, white 7 ft128 T2 11x2-16ft+ sill - color 9, white 7 ft129 T3 11x2-16ft+ interior casing - color 9, white 54 ft130 T4 11x2-16ft+ interior casing 34 ft131 T5 15 in interior jamb 17 ft132 T6 136x13-1" stair tread 2133 T7 136x7 1/8" riser 15134 T8 12" wide int. railing 216 in135 T9 11" diam. baluster 30136 T10 12 treads stair stringer 2137 T11 136x11 1/8-1" stair tread 13138 T12 113 treads stair stringer 2139 T13 12x10" landing joists - fir 13 ft140 T14 11x8" landing rim trim 12 ft141 T15 21x2-16ft+ window apron - color 9, white 7 ft142 T16 21x2-16ft+ sill - color 9, white 7 ft143 T17 21x2-16ft+ interior casing - color 9, white 26 ft144 T18 23 1/2" wide int. railing 125 in145 T19 23 1/2" wide middle rail 125 in146 T20 21 3/4" diam. baluster 22147 T21 23 1/2" square newel post 3148 T22 23 1/2" square half newel post 1149 Subtotal: 150 Fixtures151 FX1 112W108D Garage Door Opener - color 10, 2152 FX2 131W34D Standard - color 10, shiny white 1153 FX3 130W19D Free Standing (rect) - color 10, s 1154 Subtotal: 155 Appliance156 A1 136W4D 36" Baseboard - color 10, shiny 1157 A2 136W7D Convection Heater - color 10, sh 1158 Subtotal: 159 Electrical160 E1 1wall mount GFCI 2161 E2 1wall mount 220V (low res) 1162 E3 1wall mount Duplex (low res) 14163 E4 1wall mount Three Way 4164 E5 1wall mount Single Pole 4165 E6 1wall mount Porch Lantern 5166 E7 1ceiling mount Half Dome 8167 E8 2wall mount Duplex (low res) 9168 E9 2wall mount Single Pole 2169 E10 2ceiling mount Half Dome 4170 E11 2ceiling mount Smoke Detector 2171 Subtotal:

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.

26' x 36' garage with loft

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