24' x 36' Gambrel Roof Cabin Plans E-Blueprints Gambrel Cabin Specifications 24 x 36 Main Floor 16 x 36 Loft 2 Bedrooms + Loft Sleep Area 1 Bath Plan sets contain the following: Plan sets contain the following: Floor Plans, Foundation Plans, Electrical Plans, Elevation Plans, Wall Framing Plans, Roof Framing Plans, Cabinet Details, Foundation Details, Wall section Details, Structural and General Notes, and Complete Building Materials Lists.
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24' x 36' Gambrel Roof Cabin
Plans E-Blueprints Gambrel Cabin Specifications
24 x 36 Main Floor
16 x 36 Loft
2 Bedrooms + Loft Sleep Area 1 Bath
Plan sets conta in the fo l lowing:P lan sets conta in the fo l lowing:
Main Floor Framing2" x 6" Exterior Walls2" x 4" Divider Wall16" o.c.Single Base Plate Double Top Plate2" x 12" Joists 16" o.c.Garage Door HeaderMin 2 - 2" x 12"Door and WindowHeadersMin 2" x 8"Main Beam to runThroughCenter of garageMin Size 5 1/2" X 14"Micro LamWith Max Span of 20' All Framing to be Doneasper UBC and LocalCodes
Framing Details Scale 1/8"=1'
Roof Framing LayoutScale 1/8"=1'24" o.c.2" x 8" Rafters2" x 10" Ridge BoardSee Detail for moreInfo
Stair Detail Scale 1/8"=1'Stair Width 36"Rise Max 8"Run 9" MinRailing Min 32" Max 36"Ballister Max Spacing 4"6' 8" Min Head Room36" x 36" Min Landing Top andBottom3- 2" x 12" StringersRailing Both Sides on Second Floor
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
E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected] 1
412
EXPOSED RAFTER TAIL
CONTINUOUS FASCIA
FRIEZE BLOCKW/SCREENED VENT
ROOFING AND ROOFSHEATHING
STUD WALL WITHSHEATHING AND FINISH
TRIM
ALTERNATIVE FRIEZE BLOCKW/SCREENED VENT LOCATION
LTS12
H2.5
H5
SP4
H10
SP2
Eave and Truss Detail
2Details and SpecificationsCopyright 2001 SDSCAD
E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected]
R44 INSULATION IN RIM JOIST 11 7/8" LPI FLOOR JOISTS
ANCHOR BOLTS (AS PER CODE)
FOOTINGS WITH REEBAR(AS PER CODE)
20' x 30' Aspen Cabin Copyright 2001 SDSCAD - Plan #472
E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: [email protected]
Page
17
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 proc-ess 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 brac-ing 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-to-thickness 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.
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
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
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
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.,
7. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE
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.
5. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE
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 Sub Flr Size Item Count Un Price Tot. Cost Supplier1 General2 GN1 0 12 1/4 high wall Foundation 8" Concre 106 ft3 GN2 0 20 high wall Foundation 8" Concre 35 ft4 GN3 1 97 1/8 high wall Siding-6 119 ft5 GN4 1 101 1/8 high wall Interior-4 24 ft6 GN5 1 97 1/8 high wall Interior-4 41 ft7 GN6 1 heated ceiling area 288 sqft8 GN7 1 heated roof area 681 sqft9 GN8 1 heated wall area 526 sqft