Page 1
D.M.
1:250
PROPOSED RESIDENCE
107 WILDWOOD AVE.
BATTAGLIA ARCHITECT INC.
RICHMOND HILL, ON.
A4
CONSTRUCTION NOTES
OWNER:
1261640 Ont.Inc.
JIM CAPPADOCIA
1507
JUL, 15, 2015
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TO BE PROVIDED PRIOR TO SECOND STAGE
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AND HEAT LOSS CALC'S
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ENGINEERED TRUSSES AND FLOOR JOISTS
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WB12 4/2" X 10" D.FIR No.1
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WB11 3/2" X 12" D.FIR No.1
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WB10 3/2" X 12" SPRUCE No.1
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WB9 3/2" X 10" D.FIR No.1
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WB8 3/2" X 10" SPRUCE No.1
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WB7 3/2" X 8" D.FIR No.1
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WB6 2/2" X 12" D.FIR No.1
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WB5 2/2" X 12" SPRUCE No.1
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WB4 2/2" X 10" D.FIR No.1
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WB3 2/2" X 10" SPRUCE No.1
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WB2 3/2" X 8" SPRUCE No.1
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WB1 2/2" X 8" SPRUCE No.1
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WOOD LINTELS
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PROVIDE 2" SLOPE (SLOPE TO ROOF DRAIN.)
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ROOFING TO EXTEND 12" MIN. OVER ROOF SHINGLES
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ADHERED TO 1/2" EXT.GRADE PLY. ON 2"x6"JOISTS @ 16"O.C.
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PREFINISHED METAL FLASHING ON EPDM MEMBRANE ROOFING
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(UNLESS SHOWN OTHERWISE) SOFFIT TO BE VENTED.
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FASCIA AND SOFFIT TO BE PRE-FINISHED ALUMINUM.
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SHELVES TO BE MINIMUM 14" DEEP.
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ALL LINEN CLOSETS TO HAVE MINIMUM 5 SHELVES.
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OF EXTERIOR WALL AND MINIMUM 3'-0" UP THE ROOF SLOPE.
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PROTECTION TO EXTEND MINIMUM OF 12" FROM INNER FACE
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TYPE "S" ROLLED ROOFING (SMOOTH SURFACE) EAVES
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MIN. HORIZONTAL DISTANCE BETWEEN RISERS: 2'-0"
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2'- 0" FOR FIRM SOIL. 1'- 4" FOR SAND OR GRAVEL.
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MAX. VERTICAL RISE BETWEEN HORIZONTAL PORTIONS:
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1"x 4" TO BE FIXED ON BOTH SIDES OF STEEL BEAMS.
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AREA WITH 35 %%% AT EAVES.
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FOR CATHEDRAL ROOF - 1: 150 OF INSULATED CEILING
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AREA WITH 35 %%% AT EAVES.
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FOR TYPICAL ROOF - 1: 300 OF INSULATED CEILING
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SHALL BE PROVIDED.
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MECHANICAL VENTILATION DIRECTLY TO THE OUTSIDE
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THROUGH EXTERIOR WALL.
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CLOTHES DRYER TO BE VENTED DIRECTLY TO THE OUTSIDE
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(UNLESS SHOWN OTHERWISE)
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35 LINEN CLOSETS:
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34 STOVE/COOKTOP VENT:
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33 STEEL COLUMN
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32 CAPPED DRYER VENTS:
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31 FLAT ROOF /CANOPY:
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30 STEP FOOTINGS:
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29 EAVESTROUGH AND RAINWATER LEADER:
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28 FASCIA AND SOFFIT:
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27 ATTIC ACCESS HATCH:
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26 EAVE PROTECTION:
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25 ROOF VENTILATION:
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24 STEEL BEAM SUPPORT:
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MAX. RUN = 9"
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MIN. RUN = 8" MIN.
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HEADROOM = 6'-5"
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NOSING = 1" MIN.
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MIN. TREAD = 9 7/8" MIN.
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TO OBTAIN THE MINIMUM TREAD WIDTH OF (9 7/8").
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AN EQUIVALENT BACK SLOPE ON THE RISE MAY BE ADDED
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TREAD WIDTH = 9 7/8" MIN.
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EXTERIOR STAIRS OR PRECAST STEPS:
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NOSING = 1"
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MIN. RUN = 9" MIN.
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AVG. RUN = 8"
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MAX. RUN = 14"
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MIN. RISE = 4 7/8"
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MAX. RISE = 7 7/8"
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FOR CURVED STAIRS:
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MIN. WIDTH = 2'-10"
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RAIL AT STAIR = 2'-11"
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RAIL AT LANDING = 3'-0"
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11 CEILING INSULATION:
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R50 BLOWN CELLULOSE INSULATION BETWEEN CEILING JOISTS
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6 MIL POLY. VAPOUR BARRIER
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MAX. RISE = 7 7/8"
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MAIN STAIR (MIN. REQUIREMENTS) DIMENSIONS SHOWN ON
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LEAST ONE AIR CHANGE PER HOUR.
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MECHANICALLY VENTED TO THE OUTSIDE TO PROVIDE AT
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INTERIOR WASHROOM (NO WINDOWS TO THE OUTSIDE) TO BE
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12 INTERIOR WASHROOM VENTS:
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14 INTERIOR STAIRS:
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SECTIONS TO RULE.
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16mm (5/8") GYP. WALLBD.
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ON 5" CRUSHED STONE SLOPED TO FRONT OF GARAGE
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W.W.MESH NEAR MID DEPTH OF SLAB
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AIR ENT. REINFORCED WITH 6x6x6/6
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4" POURED CONCRETE 32mpa W/5-8%
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MAX. SPAN (UNLESS NOTED OTHERWISE).
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7'-0" O.C. Max. OR 4'-6" O.C. WITHIN 18" OF
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OR 2"x 2" CROSS BRIDGING OR SOILD BLOCKING AT
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- ALL JOISTS TO BE BRIDGED A CONTINUOUS 1"x4"
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SUBFLOOR ON FLOOR JOISTS AS NOTED ON PLANS
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FLOOR FINISH ON 5/8" TONGUE & GROOVE
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MINIMUM 4'-0" DEEP POURED CONCRETE FOOTING.
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1/2" Dia. BOLT ANCHORED IN 8" Dia. AND
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6"x 6" OR (AS SHOWN) WOOD COLUMN ON METAL SHOE AND
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EXTERIOR COLUMN (DECK, ETC,):
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WOOD BEAMS OR OTHER WOOD COLUMN EXTENDING TO BASEMENT
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WOOD COLUMNS (SEE PLAN FOR SIZE) TO REST ON STEEL OR
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24"x 24"x 12" CONCRETE FOOTING.
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6"x 6" WOOD COLUMN ON DAMPROOFING MATERIAL ON
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10 WOOD COLUMNS:
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AS IN NOTE ABOVE.
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COLUMNS ON OTHER FLOORS:
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COLUMNS IN BASEMENTS:
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9 FLOORS:
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8 GARAGE SLAB:
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STEEL SADDLES.
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STEEL BEAMS TO BE LEVELLED WITH STEEL PLATES OR
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PROVIDED FOR STEEL BEAMS.
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CONCRETE PILASTER (UNLESS SHOWN OTHERWISE) TO BE
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BEAM POCKET IN POURED CONCRETE WALL OR 4"x 12"
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MIN. 4" IN CONCRETE @ 8'-0" O.C.
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WITH 1/2" Dia. ANCHOR BOLTS x 12" LONG
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2"x 6" (OR AS SHOWN) PLATE
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5/8" INTERIOR DRYWALL TAPED , SANDED AND PRIMED
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SUPPORTED BY MINIMUM 2"x 2" BLOCKING
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WITH WIRE MESH ON 5/8" SUBFLOOR- ALL EDGES
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CERAMIC FLOOR TILES ON 1 1/2" MORTAR BASE REINFORCED
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UNLESS OTHERWISE SHOWN.
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EXTERIOR HANDRAILS SHALL BE MINIMUM 42"
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GUARDS SHALL BE MINIMUM 36".
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GUARDS AT LANDINGS. ANY OTHER INTERIOR AREAS REQUIRING
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MEASURED VERTICALLY FROM OUTSIDE EDGE OF STAIR NOSING
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HANDRAIL MIN. HEIGHT = 32"
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HANDRAIL MAX. HEIGHT = 36"
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IF HANDRAIL IS USED AGAINST AN INTERIOR WALL THE
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PICKETS (UNLESS OTHERWISE SHOWN) MAX. 4" O.C. SPACING.
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FINISHED NATURAL WOOD HANDRAIL ON WOOD OR METAL
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WITH SELF CLOSER AND WEATHERSTRIPPING.
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AND GASPROOFED.
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ALL DUCTWORK IN CEILING TO BE INSULATED MIN. R-12
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AIR BARRIER AS PER O.B.C. 9.10.9.16
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6 MIL VAPOUR BARRIER ON THE WARM SIDE. CONTINUOUS
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R-24 INSULATION IN WALLS. R-31 IN CEILINGS WITH
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GAS TIGHT.
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1/2" GYPSUM BOARD, TAPED AND SEAL ALL JOINTS
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INTERIOR SPACE:
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GASPROOFED WALLS AND CEILING OF GARAGE ADJACENT TO
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"SEALING COMPOUND MILDEW RESISTANT, FOR TUBS AND TILE".
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CAULKED WITH MATERIAL CONFORMING TO CGSB 19-GP-22M
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JOINTS BETWEEN WALL TILES AND BATHTUB SHALL BE
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MOISTURE RESISTANT BACKING.
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BATHTUBS AND SHOWERS SHALL BE APPLIED OVER
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CERAMICS AND PLASTIC TILE INSTALLED ON WALL AROUND
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AS BASEMENT.
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IS IN CONTACT WITH A CONCRETE SLAB ON GRADE SUCH
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ROOFING OR WITH 2 MIL. POLY. WHEN STAIR STRINGER
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DAMPROOF UNDERSIDE OF STAIR STRINGER WITH 45# ROLL
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23 BEAM POCKET OR CONCRETE PILASTER:
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22 SILL PLATE:
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21 FOOTINGS:
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20 CEILINGS AND BULKHEADS:
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19 CERAMIC FINISHED FLOORS:
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15 EXTERIOR/INTERIOR HAND RAIL:
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18 DAMPROOFING (STAIR):
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17 GAS-PROOFING:
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16 WET WALL PROTECTION:
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BOTTOM PLATE WITH 1/2" INTERIOR DRYWALL ON
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WITH 6" OF CRUSHED STONE.
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INCLUDING GARAGE FOOTINGS. WEEPING TILE TO BE COVERED
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4" Dia. WEEPING TILE AROUND ALL FOOTINGS
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BOTH SIDES TAPED AND SANDED.
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5 FOUNDATION INSULATION:
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7 BASEMENT SLAB:
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6 WEEPING TILE:
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FOR BEARING WALLS. DOUBLE TOP PLATE AND SINGLE
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2"x 4" (OR AS SHOWN) STUDS AT 16" O.C.
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4 INTERIOR STUD PARTITIONS:
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3 BRICK/ STONE VENEER CONSTRUCTION:
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MANUFACTURED ITEMS, MATERIALS AND CONSTRUCTION MUST COMPLY WITH
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PREFINISHED ALUMINUM VENTED SOFFIT.
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EAVESTROUGH ON PRE-FINISHED ALUMINUM FASCIA &
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PRE-FINISHED ALUMINUM OR PAINTED GALVANIZED METAL
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1/2" INTERIOR DRYWALL FINISH.
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CONTINUOUS AIR BARRIER AS PER O.B.C. 9.25.5.
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R-50 ROOF INSULATION AND VAPOUR BARRIER.
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ON APPOROVED AIR BARRIER OM 13mm (1/2") EXTERIOR TYPE SHEATHING
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1"x4" RIBBON TIES AS REQUIRED
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2"x4" COLLAR TIES AT MID-SPANS
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W/ 'H' CLIPS ON 2"x6" RAFTERS (OR AS SHOWN ON DWGS.)
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ASTME - 108-58 CLASS "C" ON 1/2" PLYWOOD SHEATHING
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NO. 210 ASPHALT SHINGLES (SELF-SEALING)
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FOUNDATION WALLS TO BE ADEQUATELY BRACED PRIOR TO
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MAX. HEIGHT OF BACKFILL FROM TOP OF BASEMENT SLAB
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CONCRETE AT 6'-0" O/C MAX.
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1/2" Dia. ANCHOR BOLTS 12" LONG MIN. SET 4" INTO
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GRADES. LATERAL SUPPORT: 2"x4" SILL PLATE ANCHORED WITH
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POURED TO A MIN. OF 6" ABOVE THE APPROVED FINISHED
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FLOOR PLANS.) 20 MPa CONC. AT 28 DAYS.
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WALL (FOOTING TO GRADE) (THICKNESS OF WALL AS SHOWN ON
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BOARD ADHERED TO SURFACE OF POURED CONC.
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BITUMINOUS DAMPROOFING APPLIED ON 3/4" MINERAL FIBRE
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1 ROOF CONSTRUCTION:
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2 FOUNDATION WALL:
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NOT TO EXCEED 6'-11".
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BACKFILLING.
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CONSTRUCTION NOTES:
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SHALL HAVE A MAXIMUM SILL HEIGHT OF 3'-3"
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ALL SLIDING CLOSET DOORS OR MIRROR DOORS TO BE 6'-8" HIGH.
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ALL WASHROOMS / POWDER ROOMS TO HAVE A MIRROR AND
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MAIN BATHROOMS TO HAVE A RECESSED MEDICINE CABINET,
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ALL CLOSETS TO HAVE A METAL ROD WITH WOOD SHELF MIN. 14" DEEP.
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SHALL CONFORM TO THE REQUIREMENTS FOR RESISTANCE TO
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ALL WINDOWS WITHIN 6'-7" OF ADJACENT GROUND LEVEL
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VANITY (OR PEDESTAL SINK).
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MIRROR AND VANITY.
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SMOKE ALARMS SHALL BE PROVIDED AS PER SECTION
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ALL ALARMS WITHIN THE DWELLING UNIT TO SOUND.
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WIRED SO THAT THE SOUND OF THE ALARM WILL CAUSE
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THE DWELLING UNIT, THE SMOKE ALARMS SHALL BE
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WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED IN
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SMOKE ALARMS CONFORMING TO CAN/ULC-S531 "SMOKE ALARMS
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9.10.19 OF THE ONTARIO BUILDING CODE.
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MISCELLANEOUS ITEMS:
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SECTION 9.10.19.1(1)
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FORCED ENTRY AS DESCRIBED IN CLAUSE 10.13 OF
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SMOKE ALARMS:
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CAN3-A440, "WINDOWS".
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ABOVE THE FLOOR.
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EXCEPT FOR BASEMENT WINDOWS THE ABOVE NOTED WINDOW
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UNOBSTRUCTED OPEN PORTION HAVING A MINIMUM AREA OF
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WITH AT LEAST ONE OUTSIDE WINDOW THAT CAN BE OPENED
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EVERY FLOOR LEVEL CONTAINING BEDROOMS SHALL BE PROVIDED
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ALL JOINTS IN DUCTS TO BE SECURELY RIVETED AND TAPED.
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SUPPLY DUCTS AND RETURN DUCTS IN UNHEATED SPACES SHALL
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DUCT SPACES SHALL BE FURRED OUT WITH 1/2" DRYWALL ON
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BE INSULATED WITH MIN. R-4 FIBERGLASS INSULATION TO
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SUPPLY DUCTS AND RETURN DUCTS IN EXTERIOR WALLS SHALL
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SUCH DAMPROOFING IS NOT REQUIRED WHERE THE WOOD MEMBER
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FILM NO.50 (45 LB) ROLL ROOFING OR OTHER DAMPROOFING
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IN CONTACT WITH THE GROUND OR FILL SHALL BE SEPARATED
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WOOD PRESERVATIVE AND WHICH ARE SUPPORTED ON CONCRETE
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WOOD FRAMING MEMBERS THAT ARE NOT PRESSURE TREATED WITH
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SPACES IN EXTERIOR WALLS. ATTIC OR ROOF SPACES AS PER
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SPACES SHALL BE SEPARATED BY FIRE STOPS FROM CONCEALED
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CONCEALED SPACES IN INTERIOR WALLS, CEILINGS AND CRAWL
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ALL STEEL REINFORCING RODS MIN. YIELD STRENGTH 60,000 P.S.I.
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STRUCTURAL STEEL SHALL CONFORM TO C.S.A. SPEC G 40-21M.
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WINDOWS AND SKYLIGHTS:
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3.8 SQ. FT. WITH NO DIMENSION LESS THAN 15".
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EACH SUCH WINDOW SHALL PROVIDE AN INDIVIDUAL
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FROM THE INSIDE WITHOUT THE USE OF TOOLS.
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ALL WINDOWS TO BE DOUBLE GLAZED OR THERMOPANE.
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9.7 OF THE ONTARIO BUILDING CODE.
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ALL WINDOWS AND SKYLIGHTS TO COMPLY WITH SECTION
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BE INSULATED WITH MIN. R7 INSULATION VALUE.
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PREVENT MOISTURE CONDENSATION IN THE DUCT.
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2"x2" WOOD STRAPPING.
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SHALL APPLY.
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IS AT LEAST 6" ABOVE THE GROUND.
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FROM THE CONCRETE BY AT LEAST 2 MIL POLYETHYLENE
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FOR FLAME SPREAD LIMITS SUBSECTION 9.10.16. OF O.B.C.
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SUBSECTION 9.10.15. OF THE ONTARIO BUILDING CODE.
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FIRE STOPS/FLAME SPREAD LIMITS:
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MATERIAL.
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ALL STEEL BEAMS TO BE NEW STOCK.
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ALL STEEL TO BE SHOP PAINTED (PRIMED).
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NON-PRESSURE TREATED WOOD:
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NOMINAL DIMENSIONS. EXTERIOR WALL DIMENSIONS DO NOT ALLOW FOR
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DIMENSIONS ARE TAKEN TO ROUGH STUD OR MASONRY SURFACES, GIVEN AS
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REMEDIAL ACTION SHALL NOT BECOME THE RESPONSIBILITY OF OR COST TO
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FAILURE TO OBSERVE THESE CONDITIONS WHICH MAY REQUIRE EXPENSIVE
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MATERIALS AND UNITS FOR CONSTRUCTION REGARDING SUCH DISCREPANCIES.
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DISCREPANCIES AT LEAST ONE WEEK BEFORE ORDERING OR PLACEMENT OF
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AND VERIFY ALL DIMENSIONS AND CHECK ALL JOB CONDITIONS ON THE JOB
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IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR BUILDER TO CHECK
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NECESSARILY DEPICT FINISHED GRADING CONDITIONS OF ANY PARTICULAR LOT.
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ARCHITECTURAL WORKING DRAWINGS ARE FOR REFERENCE ONLY AND DO NOT
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ALL REFERENCES TO AND FINISHED GRADE LINES AS INDICATED ON THE
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ALL REQUIREMENTS OF THE MORTGAGE AND HOUSING CORPORATION (C.M.H.C.).
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HANDWRITTEN NOTES WHICH APPEAR ON THE DRAWINGS HAVE PRECEDENCE.
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CONSTRUCTION FOR HOUSING AND SMALL BUILDINGS".
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OF THE ONTARIO BUILDING CODE REGULATION (332-12), PART 9.
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ALL CONSTRUCTION TO CONFORM TO THE CONSTRUCTION REQUIREMENTS
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CONCRETE DESIGN SHALL CONFORM TO CAN-A438 "CONCRETE
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FOUNDATION WALL TO INSIDE FACE OF STUD.
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BRICK PROJECTION THEY ARE TAKEN FROM OUTSIDE FACE OF
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CONCRETE:
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ARCHITECT IS TO BE NOTIFIED PROMPTLY OF ANY
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ARCHITECT.
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DRAWINGS MUST NOT BE SCALED.
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SITE BEFORE PROCEEDING WITH THE WORK.
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GENERAL NOTES:
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4" Dia. STEEL H.S.S. WELDED TO BEAM
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OR 10" CONC BLOCK FOUNDATION
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& 4"x4"x1/4" TOP PLATE
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WITH 6"x6"x3/8" BASE PLATE
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3" 25 mpa POURED CONCRETE ON POLY. VAPOUR BARRIER ON
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AND SECURRED TO PAD FOOTING.
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OVER 25mm (1") MIN. EXPANDED/ EXTRUDED RIGID POLYSTRENE
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REQUIREMENTS AND APPLIED PER MANUFACTURES SPECIFICATIONS
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STUCCO CLADDING CONFORMING TO O.B.C. 9.28
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ON 38x89 (2"x4") STUDS @ 400 (16") O.C.
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4" COARSE GRANGULAR FILL OR 20 mpa (3000 pal)
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AREA OF 0.32m (3.44 sq.ft) WITH RSI 7.0 (R40)
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RIGID INSUL. AND WEATHER STRIPPING.
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CONC. WITH DAMPROOFING BELOW SLAB
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O.B.C. 9.3.1.6.(1)(b) & 9.18.4.5.(1)
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MIN. 21"X24" ATTIC ACCESS HATCH & A MIN.
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(O.B.C. 8.19.2)
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CARBON MONOXIDE DETECTOR
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CARBON MONOIXIDE DETECTOR SHALL BE PROVIDED AS PER SECTION
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UNIFORM RISE & RUN IN A GIVEN RUN TO WITHIN 1/4"
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CARBON MONOIXIDE DETECTOR IS REQUIRED IN THE DWELLING UNIT
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9.33.4 OF THE ONTARIO BUILDING CODE.
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ADJACENT TO EACH SLEEPLING AREA
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WHERE FUEL-BURING APLLIANCE IS INSTALLED
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BE 2" MIN. HANDRAILS TO BE CONTINUOUS EXCEPT FOR NEWEL
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POST AT CHANGES OD DIRECTION
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SECTION 6.2.3.8.(7)
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OF THE ONTARIO BUILDING CODE.
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CLEARANCE BETWEEN HANDRAIL ANS SURFACE BEHIND IS TO
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USE 4" DIA. SMOOTH WALL VENT PIPE AS PER
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1/2" G.W.B. ON WALL AND CEILING BETWEEN HOUSE AND GARAGE
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ALL DOORS SHALL COMPLY WITH SECTION 9.10.13.15
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TAPE AND SEAL JOINTS AS PER O.B.C. 9.29.5
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RS1 3.39 (R12) IN WALL, RSI 4.4 (R26) IN CEILING.
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GYPSUM WALL BOARD
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AND MIN. 12" BEYOND INNER FACE OF EXTERIOR WALL.
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13b FRAME WALL CONSTRUCTION AT GARAGE
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ON APPOROVED AIR BARRIER OM 13mm (1/2") EXTERIOR TYPE SHEATHING
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APPROVED 0 INSUL. POLYETHYENE V.B. 13mm (1/2") G.W.B. FIN.
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OVER 25mm (1") MIN. EXTRUDED OR EXPAND RIGID POLYSTYRENE
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REQUIREMENTS AND APPLIED PER MANUFACTURES SPECIFICATIONS
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STUCCO CLADDING CONFORMING TO O.B.C. 9.27.1.1.(2) & 9.28
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ON 38x140 (2"x6") STUDS @ 400 (16") O.C. RSI 3.35 (R19) BATT INSUL.
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13a STUCCO WALL CONSTRUCTION
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STRAPPED WITH 1"x3" @ 2100mm (6'-11") O.C.
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ALL JOIST TO BE BRIDGE WITH 2"x2", CROSSS BRACING TO BE
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SOLID BLOCKING @ 2100mm (6'-11") O.C. MAX. ALL JOIST TO BE
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SUBFLOOR JOIST STRAPPING AND BRIDGING
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R24 BATT INSULATION
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FOR MAX. 2830mm SPAN & 2"x6" @ 16" O.C.
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FOR MAX. 4450 SPAN
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CEILING JOISTS TO BE 2"x6" @ 16" O.C.
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CONVENTIONAL ROOF FRAMING
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SECTION 9.19.1.2 OF THE O.B.C.
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@ 16" O.C. W/2"x6" RIDGE BOARD (OR AS SHOWN ON DWGS.)
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MAX. 2500mm (6'-2") PORCH DEPTH, AND (8") 32 mpa CONC. SLAB
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WITH AIR ENTRAPMENT AND WITH 15M BAR3 @ 8" O.C. EACH WAY
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10M DOWELS @ 24" O.C. ANCHORED IN FDN. WALL
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COLD CELLAR PORCH SLAB
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SECTION 9.3.1.8.(1)(b) & 9.18.4.5.(1) OF THE O.B.C.
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RAFTERS FOR BUILT-UP ROOF TO BE 2X4 @ 24" O.C.
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WITH 2"x4" CENTRE POST TO THE TRUSS AND
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LATERALLY BRACED @ 6'-0" O.C. VERTICALLY.
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2"x4" COLLAR TIES AT MID-SPANS
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2"x6" RIDGE BOARD (OR AS SHOWN ON DWGS.)
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MAX. 16'-0" HEIGHT AND MAXIMUM ROOF TRUSSES
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2 STOREY VOLUME SPACES
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LENGTH OF 8.0m
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5/8" SUBFLOOR ON FLOOR JOIST, FOR TILE APPLICATION (O.B.C 9.30.8.4)
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WB13 1-1 3/4"x11 7/8" LVL 1.9E
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(7'-0" MAX.)
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(12'-0" MAX.)
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(9'-0" MAX.)
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(16'-0" MAX.)
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L1 3.5"X3.5"X1/4" (4'-0" MAX.)
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L5 TO HAVE 12" BEARING.
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PROVIDE MIN. OF 8" BEARING AT ENDS.
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BOLT STEEL ANGLE TO WOOD LINTEL @ 24" O/C.
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L5 7"X4"X7/8"
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L2 5"X3.5"X1/4"
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L4 7"X3.5"X7/16"
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L3 6"X3.5"X5/16"
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STEEL ANGLES
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CAPACITY OF 144 KPa AND MUST BE MIN. 4'-0" BELOW FINISHED
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ALL FOOTINGS SHALL REST ON NATURAL UNDISTURBED SOIL,
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ROCK OR COMPACTED GRANULAR FILL WITH MINIMUM BEARING
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SHALL BE MIN. 20 MPa AT 28 DAYS.
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GRADE, AND CONTINUOUSLY KEYED. CONCRETE FOR FOOTINGS
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BACKFILL REQUIRED WITH NON-FROST SUSCEPTIBLE SOIL.
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MINIMUM FOOTING FOR TWO 2 STOREY BRICK VENEER
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CONSTRUCTION 22"x8" OR UPGRADED AS PER SOIL REPORT.
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1-1/8" R4-HP INSULATION
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4" FACE BRICK OR STONE
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1" AIRSPACE
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TYVEK HOUSEWRAP
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6 MIL. POLY VAPOR BARRIER
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1/2" GYPSUM BOARD
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ROXUL IS R6 COMFORT BOARD
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1/2" GYPSUM BOARD
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2X6 WOOD STUDS @ 16" O.C.
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R20 BATT INSULATION
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TYPAR WEATHER PROTECTION SYSTEM
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HOUSEWRAP
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2"X4" WOOD STRAPPING @ 16" O.C.
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6 MIL. POLY VAPOR BARRIER
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SHALL BE INSTALLED IN EACH DWELLING UNIT AND IN EACH
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SLEEPING ROOM NOT WITHIN A DWELLING UNIT.
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15 2-2'-0"x 6'-8"x 1 3/8" SLAB DOORS
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23 8'-0"x7'-0" OVERHEAD GARAGE DOOR
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22 VARIES SLIDING DOOR (CLOSET)
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21 2-3'-0"x 6'-8" x 1 3/8" SLAB DOOR
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20 2'-8"x 7'-0" x 1 3/8" FRENCH DOOR
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19 2-2'-6"x6'-8"x 1 3/8" FRENCH DOORS
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18 2-2'-6"x 6'-8"x 1 3/8" SLAB DOORS
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17 2-2'-4"x 6'-8"x 1 3/8" SLAB DOORS
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16 2-2'-2"x 6'-8"x 1 3/8" SLAB DOORS
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14 2-1'-8"x 6'-8"x 1 3/8" SLAB DOORS
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13 2-1'-6"x 6'-8"x 1 3/8" SLAB DOORS
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12 2'-10"x 6'-8"x 1 3/8" SLAB DOOR
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11 2'-8"x 6'-8' x 1 3/8" SLAB DOOR
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10 2'-6"x 6'-8" x 1 3/8" SLAB DOOR
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9 2'-4"x 6'-8" x 1 3/8" SLAB DOOR
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8 2'-2"x 6'-8" x 1 3/8" SLAB DOOR
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7 2'-0"x 6'-8" x 1 3/8" SLAB DOOR
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6 1'-8"x 6'-8" x 1 3/8" SLAB DOOR
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5 2-2'-6"x 7'-0"x 1 3/4" EXTER.FR.DOORS
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4 3'-0"x7'-0"x1 3/4" EXTER. FR.DOORS
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3 2x2'-10"x 7'-0"x 1 3/4" INSULATED DOORS
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2 2'-10"x 8'-0"x 1 3/4" INSULATED DOOR
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1 3'-0"x 7'-8"x 1 3/4" INSUL. DOORS
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DOOR SCHEDULE
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24 16'-0"x8'-0" OVERHEAD GARAGE DOOR
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E EXISTING DOOR
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25 VARIES BIFOLD DOOR (CLOSET DOORS)
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WB14 2-1 3/4"x11 7/8" LVL 1.9E
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WB15 3-1 3/4"x11 7/8" LVL 1.9E
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DRAWN BY:
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DWG. No.
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PROJECT NO.
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PREVIOUS TO FINAL DATE
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MARK VOID ALL COPIES
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REVISION
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CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS &
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THE ARCHITECT AND MUST BE RETURNED ON COMPLETION
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PROCEEDING WITH WORK. THIS DRAWING IS THE PROPERTY OF
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REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
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OF WORK. DRAWINGS ARE NOT TO BE SCALED.
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FAX.: (905) 508-5802
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TEL.: (905) 508-2168
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REVISION
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22.07.13
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8888 KEELE ST.
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REVISION
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13.03.14