Custom Barn Plans 20' x 24' Gambrel - SDSCAD · Platform Framing 2 x 12 or 11 7/8" I-joists can be...

Custom Barn Plans 20' x 24' Gambrel

Specialized Design SystemsWebsite: www.sdscad.com email: [email protected]' x 24' Gambrel Garage

3030

30688080

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WP

GAMBRELGARAGE19'-4" x 23'-4"

24'-0

"

10'-6

"3'

-0"

10'-6

"

20'-0"

3'-6" 8'-0" 3'-6" 3'-0" 2'-0"

20'-0"24

'-0"

Main Floor PlanScale 1/4"+1'


DN

3046

304624

in 1

2

(vert)-G

24 in

12

(vert)-G

STORAGE13'-4" x 20'-2"

OPEN BELOW9'-3" x 1"

24'-0

"

5'-6"3'-0"5'-6"

3'-0"14'-0"3'-0"

20'-0"

5'-6" 3'-0" 5'-6"

3'-0" 14'-0" 3'-0"

20'-0"

24'-0

"

Loft Floor PlanScale 1/4"+1'


T1-11 SidingAshphaltShingles

Elevation Views Scale: 1/8" = 1'

Rear ELevation Left Side Elevation

Right Side ElevationFront Elevation


8'-4"

7'-9"

1'-0

"10

'-0"

11 1

/2"

10'-2

"

22'-1

1/2

"

21'-1

1/2

"

Grade

Foundation to meet Local Building CodesSee Options

6/12 Pitch

24/12 Pitch

Cross Section Scale 1/4"=1'


Rough openingfor 8' x 8' Door

Redwood or Pressure Treated Sill Plate

Double Top Plates

2 x 8Header

2 x 8Header

Double 2 x 12 header

Right Side WallAll Framing to be 2 x 6 with 16" O.C.Scale 1/4"=1'

Back Wall

Front Wall


All Framing to be 2 x 6 with 16" O.C.

Redwood or Pressure Treated Sill Plate

Double Top Plates

Wall Framing Details Scale 1/4"=1'

Gable Detail

Left Wall Detail


UP

DN

24 in

12

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24 in

12

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Floor and Truss Framing Details

Roof Framing Options

Option 1: Roof and Attic Spacecan be developed by usingEngineered Attic Gambrel RoofTrusses placed 24" O.C. Follow allTruss Manufacturer Specs whenInstalling.

Option 2: Using traditionalPlatform Framing 2 x 12 or 11 7/8"I-joists can be used to developFloor Joists system placed 16"O.C. and 2 x 8 lumber or 9 1/2I-joists can be used to develop therafter system. Rafter ties and thepony wall help support the roofsystem. See Full Section forexamples.


24'-0

"

20'-0"

Slab Foundation OptionScale 1/4"=1'

Foundation to meet Local Building CodesSee Options


Stair DetailScale 1/4"+1'

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" minimum, 3-2x12 stringers required, 2x12 blocking, ¾" 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..3. Guardrails to be 42" high minimum from floor.4. Handrails to be 34"-38" above tread nosing.5. Open railing to have intermediate rails or ornamental pattern such that a sphere 4" round cannot pass through.6. Minimum stair requirements: maximum 8" rise, minimum 9" run, minimum head clearance 6'-8".7. Preferred stair requirements: rise 7" to 7 ½", run 11" to 12", minimum head clearance 7'-0".


ID Flr Size Item Count Un Price Tot. Cost1 General2 GN1 1 132 high wall Siding-4 20 ft3 GN2 1 120 high wall Siding-4 68 ft4 GN3 1 heated floor area 480 sqft5 GN4 2 1 1/16 high wall Siding-4 48 ft6 GN5 2 96 high wall Siding-4 40 ft7 GN6 2 64 1/16 high wall Interior-4 24 ft8 GN7 2 75 3/8 high wall Interior-4 24 ft9 GN8 2 heated ceiling area 480 sqft10 GN9 2 heated wall area 216 sqft11 GN10 2 heated glass area 27 sqft12 GN11 3 19 1/8 high wall Siding-4 13 ft13 Subtotal: 14 Foundation15 FO1 1 480 sq ft concrete slab 5.92 cuyd16 FO2 1 480 sq ft steel mesh for slab 480 sqft17 FO3 1 2x6" treated mud sill 88 ft18 FO4 1 1/2x6" foam sill seal 88 ft19 FO5 1 foundation bolts 1620 FO6 1 16x4"h concrete footing 1.36 cuyd21 FO7 1 no. 4 rebar (footing) 170 ft22 Subtotal: 23 Subfloor24 SF1 2 4x8'x3/4" sheets floor sheathing 1425 SF2 2 2x12"-20' rim joists - lumber 226 SF3 2 2x12"-16'+ rim joists - lumber 71 ft27 SF4 2 2x12"-10' rim joists - lumber 128 SF5 2 2x12"-20' floor joists - lumber 1529 SF6 2 2x12"-16'+ floor joists - lumber 20 ft30 SF7 2 2x6"-24' ceiling joists - lumber 431 SF8 2 2x6"-16'+ ceiling joists - lumber 72 ft32 Subtotal: 33 Framing34 F1 1 2x4-16ft+ fir plate 264 ft35 F2 1 2x4"-115 1/2" fir stud 7236 F3 1 2x4-16ft+ fir stud stock 62 ft37 F4 1 2x7-16ft+ header - lumber 14 ft38 F5 1 2x4"-28 3/4" fir stud 339 F6 1 2x4"-8 1/2" fir stud 640 F7 1 2x12-16ft+ header - lumber 17 ft41 F8 2 2x4--3 3/8" Fir Stud 16" OC 4642 F9 2 2x4-16ft+ fir plate 438 ft43 F10 2 2x4-16ft+ fir stud stock 228 ft44 F11 2 2x4"-91 1/2" fir stud 1245 F12 2 2x12-16ft+ header - lumber 14 ft46 F13 2 2x4"-68 7/8" fir stud 4047 F14 3 2x4-16ft+ fir plate 27 ft48 F15 3 2x4-16ft+ fir stud stock 8 ft49 Subtotal: 50 Siding51 S1 1 8" wide Siding Vertical Beige 1222 ft52 S2 1 house wrap 907 sqft53 S3 2 8" wide Siding Vertical Beige 385 ft

ID Flr Size Item Count Un Price Tot. Cost54 S4 2 4x8x1/2 Sheet Sheetrock 955 S5 2 house wrap 283 sqft56 S6 3 8" wide Siding Vertical Beige 16 ft57 Subtotal: 58 Ext Trim59 EX1 1 1x4-16ft+ exterior sill 4 ft60 EX2 1 1x4-16ft+ ext. window casing 11 ft61 EX3 1 1x5-36" door threshold 162 EX4 1 1x4-16ft+ ext. door casing 18 ft63 EX5 1 5 in ext. door jamb 18 ft64 EX6 1 1x4-16ft+ garage door casing 26 ft65 EX7 1 5 in garage door jamb 26 ft66 EX8 2 1x4-16ft+ exterior sill 8 ft67 EX9 2 1x4-16ft+ ext. window casing 27 ft68 Subtotal: 69 Roofing70 R1 1 ridge cap 76 ft71 R2 1 Roofing Dimensional Comp. 819 sqft72 R3 1 4x8' sheets roof sheathing 2673 R4 1 2x6" 16" OC rafters - fir 730 ft74 R5 1 2x8" gable fascia 65 ft75 R6 1 2x8" eave fascia 51 ft76 R7 1 metal drip edge 116 ft77 R8 1 gutter 51 ft78 R9 1 downspout 279 R10 2 2x8"-16'+ ridge board - lumber 76 ft80 R11 2 2x6"-16'+ rafters - lumber 435 ft81 R12 2 2x8"-26' rafters - lumber 282 R13 2 2x8"-10' rafters - lumber 483 R14 2 4x2"-16'+ rafters - lumber 40 ft84 R15 2 2x8"-16'+ rafters - lumber 32 ft85 Subtotal: 86 Insulation87 IN1 1 12x16x48" batts floor insulation 9088 IN2 2 12x24x48" batts ceiling insulation 6089 IN3 2 4x16x93" batts wall insulation 2090 Subtotal: 91 Flooring92 FL1 1 landing floor 11 sqft93 FL2 2 Carpet b4 403 sqft94 FL3 2 4x8' sheets underlayment 1395 Subtotal: 96 Wall Brd97 WB1 1 4x8x1/2 Sheet Sheetrock 2898 WB2 1 4x8'-1/2" ceiling wall board 1599 WB3 2 4x8x1/2 Sheet Sheetrock 17

100 WB4 2 4x8'-1/2" ceiling wall board 14101 WB5 3 4x8x1/2 Sheet Sheetrock 1102 Subtotal: 103 Windows104 W1 1 36x36 right sliding 1105 W2 2 36x54 double hung 2106 Subtotal:

ID Flr Size Item Count Un Price Tot. Cost107 Doors108 D1 1 36x80x1 3/4R ext. 1109 D2 1 96x96 garage 1110 Subtotal: 111 Int Trim112 T1 1 1x2-16ft+ window apron 4 ft113 T2 1 1x2-16ft+ sill 4 ft114 T3 1 1x2-16ft+ interior casing 27 ft115 T4 1 36x10 11/16-1" stair tread 3116 T5 1 36x8 13/16" riser 13117 T6 1 2" wide int. railing 195 in118 T7 1 1" diam. baluster 26119 T8 1 3 treads stair stringer 2120 T9 1 36x12-1" stair tread 10121 T10 1 10 treads stair stringer 2122 T11 1 2x10" landing joists - fir 15 ft123 T12 1 1x8" landing rim trim 13 ft124 T13 1 2" wide railing shoe 6 in125 T14 1 2" square newel post 2126 T15 2 1x2-16ft+ window apron 7 ft127 T16 2 1x2-16ft+ sill 7 ft128 T17 2 1x2-16ft+ interior casing 26 ft129 T18 2 3 1/2" wide int. railing 121 in130 T19 2 3 1/2" wide middle rail 121 in131 T20 2 1 3/4" diam. baluster 22132 T21 2 3 1/2" square newel post 3133 T22 2 3 1/2" square half newel post 1134 T23 2 1x6-16ft+ base molding 165 ft135 Subtotal: 136 Electrical137 E1 1 wall mount Duplex 7138 E2 1 wall mount Three Way 2139 E3 1 wall mount Single Pole 2140 E4 1 wall mount Porch Lantern 2141 E5 1 wall mount Duplex (weatherproof) 1142 E6 1 ceiling mount Half Dome 6143 E7 2 wall mount Single Pole 2144 E8 2 ceiling mount Half Dome 3145 Subtotal: 146147 Total:

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.

GENERAL NOTES:

SOIL:

CONCRETE: 1. FOUNDATIONS - 3000 P.S.I. @ 28 DAYS. TYPE II CONC. 5 BAG.

4. WALKS AND DRIVES - 3000 P.S.I. @ 28 DAYS, NO FLY ASH.

3. PROVIDE CONSTRUCTION JOINTS @ 400 SQ. FT. MAXIMUM.

MIN. FTG. DEPTH PER DETAILS. 1. ALLOWABLE SOIL PRESSURE - 1500 P.S.F. MINIMUM

WITH LOCAL CITY BUILDING CODES.

SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE.

STRUCTURAL STEEL:

CONC. TO BE 7".

#2 OR BETTER.

WELDING:

LUMBER: 1. E70xx LOW HYDROGEN RODS

4. SEE DETAILS FOR SIZE.

STRUCTURAL

2. ROOF JOISTS, FLOOR JOISTS, BEAMS, LEDGERS AND PLATES TO BE DOUGLAS FIR

1. ALL SAWN LUMBER SHALL BEAR STAMP OF WWPA OR APPROVED TESTING AGENCY.

(I.C.B.O. APPROVED) TYPE WITH A 360 EXPANSIVE WEDGING ACTION. 3. ALL EXPANSION BOLTS TO BE "WEDGIT", RAM-SET, OR RED HEAD PHILLIPS

LATEST AISC HANDBOOK. MIN. EMBEDMENT OF ALL BOLTS IN MASONRY, GROUT OR 2. BOLTS - ASTM A-307. LATEST AISC AND AWS CODES APPLY. ALL CONST. PER

1. ASTM A-36, Fy = 36 KSI, STRUCTURAL TUBES SHAL BE ASTM A-500 (Fy-46KSI)

2. FLOOR SLABS - 3000 P.S.I. @ 28 DAYS. MAX. SLUMP = 3", NO FLY ASH

2. PROVIDE TERMITE PROTECTION OVER A.B.C. PER GOVERNMENTAL REGULATIONS.

4. CONNECT WATER, GAS, ELECTRIC LINES TO EXISTING UTILITIES IN ACCORDANCE

ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL,

2. VERIFY ALL DIMENSIONS PRIOR TO STARTING THE WORK. DO NOT SCALE

ORDINANCES AND REGULATIONS PERTAINING TO THIS CONSTRUCTION. 1. COMPLY WITH ALL APPLICABLE STATE, COUNTY AND LOCAL BUILDING CODES,

TRUSSES:

GOVERNING MUNICIPALITY). 1. TO BE MANUFACTURED BY CITY AND STATE APPROVED FABRICATOR. (AS REQ'D. BY

3. STUDS TO BE HEMLOCK FIR, STUD GRADE OR APPROVED EQUAL.

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected] 2001 SDSCAD

NAILING SCHEDULE:

PLYWOOD:

EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.

5. HEADER TO STUD 3- 16d 4. TOP PLATE TO STUD END NAIL W/ 2-16d 3. DB. TOP PLATE FACE NAIL 16d @ 16" O.C. 2. DOUBLED STUDS FACE NAIL 16d @ 24" O.C. 1. STUD TO SOLE PLATE END NAIL2-16d

STRAND BOARD NER-124.

FRAMING:

REINFORCING STEEL: 1. ASTM A615 - 60. FY = 60 KSI.

CONCEALED SPACE EXCEEDS TEN FEET.

AND FACE GRAIN PERPENDICULAR TO SUPPORT.

3. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES.

MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL.

AS NOTED ON PLANS.

& 12" O.C. INTERMEDIATE.

WIRE TIES.

7. EXTERIOR SIDING SHALL BE NAILED TO FRAMING WITH 6d NAILS @ 6" O.C. @ 6. ALL OTHER NAILING SHALL BE PER U.B.C. TABLE 25-Q UNLESS OTHERWISE NOTED

LAP VERTICAL BARS A MIN. OF 36 BAR DIAMETERS. TIE W/ APPROVED 2. STEEL REINFORCING BARS SHALL BE DEFORMED GRADE 60.

AT FURRED SPACES & AT FLOOR/CEILING LEVELS SO THAT NO 5. FIRE STOPS SHALL BE PLACED IN ALL CONCEALED SPACES IN WALLS,

MEMBERS AND BUTT ALONG THEIR CENTER LINES WITH PANEL EDGES STAGGERE 4. ROOF AND FLOOR PLYWOOD SHEATHING PANEL EDGES SHALL BEAR ON FRAMING

2. ALL BEARING STUD WALLS TO BE 2X's @ 16" O.C. INTERIOR AND EXTERIOR

1. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS

2. ROOF PLYWOOD SHALL BE NAILED W/ 8d @ 16" O.C., EDGES, BEARING & BOUNDAR

SPAN INDEX RATIO 32/16 W/ STAMP OF APPROVED TESTING AGENCY OR ORIENTED 1. ROOF PLYWD. SHALL BE 1/2" STD. GRADE SHEATHING (5-PLY) W/ EXTERIOR GLUE.

E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected] 2001 SDSCAD

1/2" ANCHOR BOLT 6' O.C.

VAPOR BARRIER4" GRAVEL BASE

4" CONCRETE SLABW/ WIRE MESH

12" X 18" CONT. CONCRETE FOOTINGREBAR (2) CONTINUOUS @ PERIMETER

GRADE6" MIN.

MONOLITHIC SLAB ON GRADE

FOUNDATION - FROST (SLAB) - POURED CONC. BLK.8" X 34"

6"

36"

GRADE

8" X 20" CONT. CONCRETE FOOTINGRE-BAR (2)

8" POURED CONCRETE W/ VERTICAL REINF (IF REQUIRED)DAMP PROOFING (TO GRADE)

1/2" ANCHOR BOLTS 6' O.C.

VAPOR BARRIER4" GRAVEL BASE

4" CONCRETE FLOORW/ WIRE MESH

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

Foundation details may varydepending on your local buildingconditions and codes. Consult acontractor or local buildingdepartment to ensure propertechniques for your areasbuilding codes.

Foundation DetailsDetails and SpecificationsCopyright 2001 SDSCAD

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Custom Barn Plans 20' x 24' Gambrel - SDSCAD · Platform Framing 2 x 12 or 11 7/8" I-joists can be...

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