2-107 wildwood ave
TRANSCRIPT
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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NOTE:
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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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DOORS:
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STEEL:
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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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DUCTS:
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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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36
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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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37
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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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39
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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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38
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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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40
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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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PERMIT
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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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PROJECT
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DWG.
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DATE:
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SCALE:
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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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NO
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REVISION
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DATE
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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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BY
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FAX.: (905) 508-5802
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TEL.: (905) 508-2168
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ISSUED:
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1
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REVISION
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22.07.13
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UF
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L4K 2N2
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8888 KEELE ST.
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CONCORD
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UNIT 8
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2
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REVISION
AutoCAD SHX Text
13.03.14
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UF
x
x
x
x
x
x
x
x
x
x
x
x
xx
x
xx
xx
xx
xx
xx
xx
xx
xx
x
x
x
298.50
HP
298
.7
0
29
8.4
9
Slo
pe 2
.0
%
2.0%
298.81
299.01
# 97
2 STOREY DWELLING
(UNDER CONSTRUCTION)
TOW=299.23
1R up
29
8.35
2.0%
PORCH
WATERMAIN Ø150mm
N INV 295.63
S INV 295.61
N INV 293.92
S INV 293.89
91.9m - 250Ø PVC SAN @ 0.51%
99.0m - 975Ø CONC. STM @ 0.63%
INV 295.63
OBV 295.88
INV 293.95
OBV 294.85
EX
IS
T. S
AN
1
25
Ø T
O B
E
RE
-U
SE
SA
N IN
V 2
95.84
ST
M IN
V 2
95.18
298.85
EX
IS
T. W
AT
ER
C
ON
NE
C.
TO
B
E D
EC
OM
MIS
SIO
NE
D
PR
OP
. W
AT
ER
MA
IN
2
5Ø
PR
OP
. S
TM
1
50
Ø
298.90
298.61
298.65
298.88
HP
298
.8
0
298.81
DS
88.8m - 250Ø PVC SAN @ 0.38%
PORC
H
299.21
3R UP
298.42
INFILTRATION
GALLERY
# 105
PROPOSED
2 STY DWL
FFE=299.41
TW=299.11
BS=296.36
USF=296.06
298.68
TO BE
REMOVED
1R.
299.21
UP
1R
EX
IS
T. S
AN
C
ON
NE
C. T
O
BE
D
EC
OM
MIS
SIO
NE
D
298.61
EX.SAN INV 295.65
298.75
298.52
2.0%
298.53
2.0%
298.7
0
DS
299.06
68.9m - 900Ø CONC. STM C.S.A.
A257.2 C76 (CL65-D) @ 0.43%
298.68
298.90
298.70
298.93
# 107
PROPOSED
2 STY DWL
FFE=299.46
TW=299.16
BS=296.41
USF=296.11
299.06
PORCH
Slo
pe
2
.0
%
298.59
298.44
298.86
1R up
298.66
PORC
H
299.26
3R UP
298.63
298.35
2.0%
SA
N IN
V 2
95
.9
3
ST
M IN
V 2
95
.2
4
PR
OP
. S
AN
1
25
Ø
PR
OP
. S
TM
1
50
Ø
PR
OP
. W
AT
ER
MA
IN
2
5Ø
INFILTRATION
GALLERY
1R
1R UP
299.26
Curb Cut by the
Town at owner's
expenses
Curb Cut by the
Town at owner's
expenses
PROPOSED
INTERLOCK PATIO
298.66
SHED TO BE
DEMOLISHED
TO BE
REMOVED
DWELLING TO BE
DEMOLISHED
DWELLING TO BE
DEMOLISHED
x
x
HP
298.66
298.67
2.0
%
298.52
SANITARY EJECTOR
TO BE INSTALL IF
REQUIRED
SANITARY EJECTOR
TO BE INSTALL IF
REQUIRED
29
8.3
2
29
8.46
PROPOSED
INTERLOCK PATIO
IN
TE
RLO
CK
W
ALK
WA
Y
IN
TE
RLO
CK
W
ALK
WA
Y
GR
AV
EL
GR
AV
EL
D.M.
1:250
PROPOSED RESIDENCE
107 WILDWOOD AVE.
BATTAGLIA ARCHITECT INC.
RICHMOND HILL, ON.
A1
SITE PLAN
OWNER:
1261640 Ont.Inc.
JIM CAPPADOCIA
1507
JUL, 15, 2015
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APPROXIMATE CENTRE LINE OF PAVEMENT
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N09°04'45"W
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30.13
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N72°26'35"E
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N17°14'35"W
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1.52
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1.54
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10.95
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2 STOREY
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No.109
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SILL ELEVATION=299.69
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BRICK DWELLING
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IB(WSB)
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IB(OU)
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(P1&S)
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50.48
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0.08W
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0.19N
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H E D G E
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H E D G E
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H E D G E
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IB(OU)
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0.33E
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0.22N
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CB
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CB
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CB
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UP
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WV
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GW
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STM MH #64
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SAN MH #42A
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%%C0.6
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%%C0.3
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%%C0.3
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%%C0.2
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%%C0.8
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%%C0.2
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%%C0.2
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%%C0.5
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%%C0.5
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%%C0.3
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TOP OF CURB
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CURB CUT
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TOP OF CURB
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WILDWOOD AVENUE
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PIN 03203-0163(LT)
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(BY REGISTERED PLAN 288)
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L O T 1 8
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L O T 1 9
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54.76
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(P1&S)
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N72°02'35"E
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(M)
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N73%%D05'25"E(P1)
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CULVERT
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PIN 03203-0331(LT)
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L O T 1 4
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LOT 67, CONCESSION 1
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PIN 03203-0332(LT)
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REGISTERED PLAN 288
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BOARD FENCE
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BOARD FENCE
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6' BOARRD FENCE WITH CLOTH ON IT
AutoCAD SHX Text
298.14
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298.32
AutoCAD SHX Text
298.49
AutoCAD SHX Text
298.67
AutoCAD SHX Text
298.48
AutoCAD SHX Text
297.83
AutoCAD SHX Text
298.11
AutoCAD SHX Text
297.81
AutoCAD SHX Text
298.08
AutoCAD SHX Text
298.16
AutoCAD SHX Text
298.12
AutoCAD SHX Text
298.11
AutoCAD SHX Text
296.64
AutoCAD SHX Text
297.76
AutoCAD SHX Text
298.20
AutoCAD SHX Text
298.22
AutoCAD SHX Text
298.22
AutoCAD SHX Text
298.17
AutoCAD SHX Text
298.20
AutoCAD SHX Text
298.24
AutoCAD SHX Text
297.94
AutoCAD SHX Text
298.11
AutoCAD SHX Text
297.42
AutoCAD SHX Text
298.13
AutoCAD SHX Text
298.59
AutoCAD SHX Text
298.42
AutoCAD SHX Text
298.76
AutoCAD SHX Text
298.43
AutoCAD SHX Text
298.55
AutoCAD SHX Text
298.47
AutoCAD SHX Text
298.60
AutoCAD SHX Text
298.30
AutoCAD SHX Text
297.88
AutoCAD SHX Text
297.98
AutoCAD SHX Text
298.74
AutoCAD SHX Text
298.77
AutoCAD SHX Text
298.44
AutoCAD SHX Text
298.46
AutoCAD SHX Text
298.36
AutoCAD SHX Text
298.31
AutoCAD SHX Text
298.28
AutoCAD SHX Text
298.35
AutoCAD SHX Text
298.40
AutoCAD SHX Text
298.30
AutoCAD SHX Text
298.32
AutoCAD SHX Text
298.45
AutoCAD SHX Text
298.43
AutoCAD SHX Text
298.64
AutoCAD SHX Text
298.41
AutoCAD SHX Text
298.84
AutoCAD SHX Text
298.86
AutoCAD SHX Text
298.79
AutoCAD SHX Text
298.64
AutoCAD SHX Text
298.61
AutoCAD SHX Text
298.63
AutoCAD SHX Text
298.43
AutoCAD SHX Text
298.48
AutoCAD SHX Text
298.32
AutoCAD SHX Text
297.81
AutoCAD SHX Text
297.67
AutoCAD SHX Text
298.31
AutoCAD SHX Text
298.76
AutoCAD SHX Text
298.90
AutoCAD SHX Text
298.88
AutoCAD SHX Text
298.85
AutoCAD SHX Text
298.81
AutoCAD SHX Text
298.45
AutoCAD SHX Text
298.44
AutoCAD SHX Text
298.45
AutoCAD SHX Text
298.11
AutoCAD SHX Text
298.19
AutoCAD SHX Text
298.32
AutoCAD SHX Text
298.20
AutoCAD SHX Text
298.20
AutoCAD SHX Text
298.17
AutoCAD SHX Text
298.80
AutoCAD SHX Text
298.68
AutoCAD SHX Text
298.31
AutoCAD SHX Text
298.42
AutoCAD SHX Text
298.75
AutoCAD SHX Text
298.73
AutoCAD SHX Text
298.98
AutoCAD SHX Text
298.57
AutoCAD SHX Text
298.75
AutoCAD SHX Text
298.82
AutoCAD SHX Text
298.59
AutoCAD SHX Text
298.64
AutoCAD SHX Text
298.82
AutoCAD SHX Text
298.53
AutoCAD SHX Text
298.75
AutoCAD SHX Text
298.32
AutoCAD SHX Text
298.29
AutoCAD SHX Text
298.28
AutoCAD SHX Text
298.19
AutoCAD SHX Text
298.46
AutoCAD SHX Text
298.33
AutoCAD SHX Text
298.15
AutoCAD SHX Text
298.23
AutoCAD SHX Text
298.25
AutoCAD SHX Text
298.28
AutoCAD SHX Text
298.26
AutoCAD SHX Text
298.25
AutoCAD SHX Text
PART 1
AutoCAD SHX Text
PLAN 65R-11275
AutoCAD SHX Text
15.06
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PART 1
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PART 4
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PART 3
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PART 2
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PLAN 65R - 34260
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14.75
AutoCAD SHX Text
14.75
AutoCAD SHX Text
13.55
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PROPOSED INTERLOCK DRIVEWAY
AutoCAD SHX Text
ALIGNING LINE WITH NEIGHBOUR`S BUILDINGS
AutoCAD SHX Text
STM MH
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SAN MH
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PART OF TOWNSHIP
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SEDIMENT CONTROL FENCE
AutoCAD SHX Text
INV 295.72
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OBV 295.97
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INV 294.03
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OBV 294.93
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SEDIMENT CONTROL FENCE
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PROPOSED INTERLOCK DRIVEWAY
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#1
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#2
AutoCAD SHX Text
#3
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#4
AutoCAD SHX Text
#5
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#6
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#7
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#8
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#9
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#10
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#11
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S INV 295.97
AutoCAD SHX Text
S INV 294.22
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N72°14'05"E
AutoCAD SHX Text
52.62
AutoCAD SHX Text
298.85
AutoCAD SHX Text
298.75
AutoCAD SHX Text
SOLID HOARDING
AutoCAD SHX Text
15.06
AutoCAD SHX Text
SITE AREA : 796.8 sq.m. (8576.69 S.F.)
AutoCAD SHX Text
COVERAGE: 25.73 %%%
AutoCAD SHX Text
FIRST FLOOR AREA:
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SITE STATISTICS :
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GARAGE AREA: 36.86 sq.m. (396.81 sq.ft.)
AutoCAD SHX Text
FOOTPRINT AREA: 205.08 sq.m. (2207.57 sq.ft.)
AutoCAD SHX Text
SECOND FLOOR AREA: 184.26 sq.m. (1983.45 sq.ft.)
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TOTAL LIVING AREA: 352.49 sq.m. (3794.20 sq.ft.)
AutoCAD SHX Text
168.22 sq.m. (1810.75 sq.ft.)
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HEIGHT OF BUILDING FROM AVERAGE FRONT WALL GRADE
AutoCAD SHX Text
TO MID POINT OF THE SLOPED ROOF: 8.50m
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TOTAL FRONT YARD AREA:
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DRIVEWAY AREA
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TOTAL LANDSCAPING AREA
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PORCH,STEPS,SIDEWALK AREA:
AutoCAD SHX Text
65.53 sq.m.
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90.77 sq.m.
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FRONT SET BACK: 10.90m
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REAR SET BACK: 23.08m
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SOUTH (SIDE) SET BACKS: 1.44m and 1.43m
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NORTH (SIDE) SET BACKS: 1.44m and 1.49m
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169.55 sq.m.
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TOTAL SOFT LANDSCAPING AREA
AutoCAD SHX Text
61.36%%%
AutoCAD SHX Text
104.02 sq.m.
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13.25 sq.m.
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38.64%%%
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12.73%%%
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87.27%%%
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BUILDING CLASSIFICATION, GROUP C
AutoCAD SHX Text
2.5m 0 2.5 12.5metres
AutoCAD SHX Text
VLADIMIR DOSEN SURVEYING, O.L.S.
AutoCAD SHX Text
TOWN OF RICHMOND HILL
AutoCAD SHX Text
REGIONAL MUNICIPALITY OF YORK
AutoCAD SHX Text
SITE GRADING PLAN OF
AutoCAD SHX Text
PART OF LOT 18 & 19
AutoCAD SHX Text
REGISTERED PLAN 288
AutoCAD SHX Text
LAKE WILCOX
AutoCAD SHX Text
PUBLIC SCHOOL
AutoCAD SHX Text
N LAKE ROAD
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N LAKE ROAD
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WILDWOOD AVE.
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LAKE
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WILDWOOD AVE.
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WILLOWBANK AVE.
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FERGUS AVE.
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NORTH SHORE PARKETTE
AutoCAD SHX Text
107
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text
PART 1 And 2, 65R34260
AutoCAD SHX Text
PROJECT
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DWG.
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DATE:
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SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DWG. No.
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PROJECT NO.
AutoCAD SHX Text
PREVIOUS TO FINAL DATE
AutoCAD SHX Text
MARK VOID ALL COPIES
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS &
AutoCAD SHX Text
THE ARCHITECT AND MUST BE RETURNED ON COMPLETION
AutoCAD SHX Text
PROCEEDING WITH WORK. THIS DRAWING IS THE PROPERTY OF
AutoCAD SHX Text
REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
AutoCAD SHX Text
OF WORK. DRAWINGS ARE NOT TO BE SCALED.
AutoCAD SHX Text
BY
AutoCAD SHX Text
FAX.: (905) 508-5802
AutoCAD SHX Text
TEL.: (905) 508-2168
AutoCAD SHX Text
ISSUED:
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
22.07.13
AutoCAD SHX Text
UF
AutoCAD SHX Text
L4K 2N2
AutoCAD SHX Text
8888 KEELE ST.
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
UNIT 8
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
13.03.14
AutoCAD SHX Text
UF
D.M.
1:100
PROPOSED RESIDENCE
107 WILDWOOD AVE.
BATTAGLIA ARCHITECT INC.
RICHMOND HILL, ON.
A2
BASEMENT
OWNER:
1261640 Ont.Inc.
JIM CAPPADOCIA
1507
JUL, 15, 2015
AutoCAD SHX Text
UNEXCAVATED
AutoCAD SHX Text
THEATRE
AutoCAD SHX Text
UP.11R
AutoCAD SHX Text
COLD
AutoCAD SHX Text
BASEMENT FLOOR PLAN
AutoCAD SHX Text
CELLAR
AutoCAD SHX Text
(REMOVE TOP SOIL ONLY)
AutoCAD SHX Text
UNFINISHED BASEMENT 7'-10" HIGH HEADROOM
AutoCAD SHX Text
RECREATION ROOM
AutoCAD SHX Text
RECREATION ROOM
AutoCAD SHX Text
UNFINISHED BASEMENT
AutoCAD SHX Text
LOW HEADROOM
AutoCAD SHX Text
BATH
AutoCAD SHX Text
FD
AutoCAD SHX Text
F
AutoCAD SHX Text
LOCATION OF FURNACE AND HOT WATER HEATER MAY VARY
AutoCAD SHX Text
H
AutoCAD SHX Text
FD
AutoCAD SHX Text
WEATHER & INSECTS
AutoCAD SHX Text
VENTILATION OPENING
AutoCAD SHX Text
PROTECTED FROM
AutoCAD SHX Text
UNEXCAVATED
AutoCAD SHX Text
CONCRETE FOOTING (TYP.)
AutoCAD SHX Text
CONCRETE FOOTING (TYP.)
AutoCAD SHX Text
5'-0"x5'-0"x2' DEEP
AutoCAD SHX Text
WOOD'I'FL. JOISTS SIZED AND SPACED
AutoCAD SHX Text
AS PER MANUFACTURER'S ENGINEERED DRAWINGS
AutoCAD SHX Text
WOOD'I'FL. JOISTS SIZED AND SPACED
AutoCAD SHX Text
AS PER MANUFACTURER'S ENGINEERED DRAWINGS
AutoCAD SHX Text
WOOD'I'FL. JOISTS SIZED AND SPACED
AutoCAD SHX Text
AS PER MANUFACTURER'S ENGINEERED DRAWINGS
AutoCAD SHX Text
WOOD'I'FL. JOISTS SIZED AND SPACED
AutoCAD SHX Text
AS PER MANUFACTURER'S ENGINEERED DRAWINGS
AutoCAD SHX Text
WOOD'I'FL. JOISTS SIZED AND SPACED
AutoCAD SHX Text
AS PER MANUFACTURER'S ENGINEERED DRAWINGS
AutoCAD SHX Text
23
AutoCAD SHX Text
23
AutoCAD SHX Text
23
AutoCAD SHX Text
23
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
2
AutoCAD SHX Text
DO.
AutoCAD SHX Text
3-2"X6" POST
AutoCAD SHX Text
3-2"X6" POST
AutoCAD SHX Text
W250x33 STL. BEAM.
AutoCAD SHX Text
W250x33 STL. BEAM.
AutoCAD SHX Text
W250x33 STL. BEAM.
AutoCAD SHX Text
WB14
AutoCAD SHX Text
WB14
AutoCAD SHX Text
33
AutoCAD SHX Text
33
AutoCAD SHX Text
CONCRETE FOOTING (TYP.)
AutoCAD SHX Text
CONCRETE FOOTING (TYP.)
AutoCAD SHX Text
5'-0"x5'-0"x2' DEEP
AutoCAD SHX Text
WB1+2L1
AutoCAD SHX Text
L1+WB1
AutoCAD SHX Text
L1+WB3
AutoCAD SHX Text
L1+WB1
AutoCAD SHX Text
L1+WB1
AutoCAD SHX Text
L1+WB1
AutoCAD SHX Text
L1+WB1
AutoCAD SHX Text
12
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DWG.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DWG. No.
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
PREVIOUS TO FINAL DATE
AutoCAD SHX Text
MARK VOID ALL COPIES
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS &
AutoCAD SHX Text
THE ARCHITECT AND MUST BE RETURNED ON COMPLETION
AutoCAD SHX Text
PROCEEDING WITH WORK. THIS DRAWING IS THE PROPERTY OF
AutoCAD SHX Text
REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
AutoCAD SHX Text
OF WORK. DRAWINGS ARE NOT TO BE SCALED.
AutoCAD SHX Text
BY
AutoCAD SHX Text
FAX.: (905) 508-5802
AutoCAD SHX Text
TEL.: (905) 508-2168
AutoCAD SHX Text
ISSUED:
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
22.07.13
AutoCAD SHX Text
UF
AutoCAD SHX Text
L4K 2N2
AutoCAD SHX Text
8888 KEELE ST.
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
UNIT 8
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
13.03.14
AutoCAD SHX Text
UF
D.M.
1:100
PROPOSED RESIDENCE
107 WILDWOOD AVE.
BATTAGLIA ARCHITECT INC.
RICHMOND HILL, ON.
A3
GROUND FLOOR PLAN
OWNER:
1261640 Ont.Inc.
JIM CAPPADOCIA
1507
JUL, 15, 2015
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
GREAT ROOM
AutoCAD SHX Text
UP.18R
AutoCAD SHX Text
PDR.
AutoCAD SHX Text
KITCHEN
AutoCAD SHX Text
PORCH
AutoCAD SHX Text
ENTRANCE
AutoCAD SHX Text
HALL
AutoCAD SHX Text
GROUND FLOOR PLAN
AutoCAD SHX Text
OFFICE
AutoCAD SHX Text
DINING ROOM
AutoCAD SHX Text
BREAKFAST
AutoCAD SHX Text
L3+ARCH
AutoCAD SHX Text
8' X 7' GARAGE DOOR
AutoCAD SHX Text
FRENCH DOORS
AutoCAD SHX Text
DN. 11R
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
PANTRY
AutoCAD SHX Text
DN.1R
AutoCAD SHX Text
DN.1R
AutoCAD SHX Text
DN.1R
AutoCAD SHX Text
MUD ROOM
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
PORCH
AutoCAD SHX Text
15
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
1
AutoCAD SHX Text
7
AutoCAD SHX Text
5
AutoCAD SHX Text
15
AutoCAD SHX Text
2
AutoCAD SHX Text
23
AutoCAD SHX Text
23
AutoCAD SHX Text
L1+WB3
AutoCAD SHX Text
WOOD'I'FL. JOISTS SIZED AND SPACED
AutoCAD SHX Text
AS PER MANUFACTURER'S ENGINEERED DRAWINGS
AutoCAD SHX Text
WOOD'I'FL. JOISTS SIZED AND SPACED
AutoCAD SHX Text
AS PER MANUFACTURER'S ENGINEERED DRAWINGS
AutoCAD SHX Text
WOOD'I'FL. JOISTS SIZED AND SPACED
AutoCAD SHX Text
AS PER MANUFACTURER'S ENGINEERED DRAWINGS
AutoCAD SHX Text
WOOD'I'FL. JOISTS SIZED AND SPACED
AutoCAD SHX Text
AS PER MANUFACTURER'S ENGINEERED DRAWINGS
AutoCAD SHX Text
6"x6" WOOD POST ANCHORED TO CONC. SLAB C/W. 10"x10" BUILD-OUT FRAMING WOOD COLUMN DETAIL (TYP).
AutoCAD SHX Text
8' X 7' GARAGE DOOR
AutoCAD SHX Text
LINE OF SECOND FLOOR
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
DO.
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
W 310x60 WITH BOTTOM PLATE (FLUSH)
AutoCAD SHX Text
33
AutoCAD SHX Text
33
AutoCAD SHX Text
3-2"X6" POST
AutoCAD SHX Text
3-2"X6" POST
AutoCAD SHX Text
3-2"X6" POST
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
L1+WB1
AutoCAD SHX Text
DO.
AutoCAD SHX Text
12
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
WB5
AutoCAD SHX Text
WB5
AutoCAD SHX Text
WB14
AutoCAD SHX Text
WB14
AutoCAD SHX Text
WB14
AutoCAD SHX Text
WB14
AutoCAD SHX Text
WB5
AutoCAD SHX Text
WB5
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
2-2"X6" POST
AutoCAD SHX Text
L3+WB5
AutoCAD SHX Text
DN. 3R
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DWG.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DWG. No.
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
PREVIOUS TO FINAL DATE
AutoCAD SHX Text
MARK VOID ALL COPIES
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS &
AutoCAD SHX Text
THE ARCHITECT AND MUST BE RETURNED ON COMPLETION
AutoCAD SHX Text
PROCEEDING WITH WORK. THIS DRAWING IS THE PROPERTY OF
AutoCAD SHX Text
REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
AutoCAD SHX Text
OF WORK. DRAWINGS ARE NOT TO BE SCALED.
AutoCAD SHX Text
BY
AutoCAD SHX Text
FAX.: (905) 508-5802
AutoCAD SHX Text
TEL.: (905) 508-2168
AutoCAD SHX Text
ISSUED:
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
22.07.13
AutoCAD SHX Text
UF
AutoCAD SHX Text
L4K 2N2
AutoCAD SHX Text
8888 KEELE ST.
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
UNIT 8
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
13.03.14
AutoCAD SHX Text
UF
D.M.
1:100
PROPOSED RESIDENCE
107 WILDWOOD AVE.
BATTAGLIA ARCHITECT INC.
RICHMOND HILL, ON.
A4
SECOND FLOOR PLAN
OWNER:
1261640 Ont.Inc.
JIM CAPPADOCIA
1507
JUL, 15, 2015
AutoCAD SHX Text
DN.18R
AutoCAD SHX Text
WALK-IN
AutoCAD SHX Text
CLOS.
AutoCAD SHX Text
ENSUITE
AutoCAD SHX Text
ENSUITE
AutoCAD SHX Text
MASTER BEDROOM
AutoCAD SHX Text
WALK-IN
AutoCAD SHX Text
CLOS.
AutoCAD SHX Text
ENSUITE
AutoCAD SHX Text
LAUNDRY
AutoCAD SHX Text
BEDROOM 2
AutoCAD SHX Text
SECOND FLOOR PLAN
AutoCAD SHX Text
DN 11R
AutoCAD SHX Text
BEDROOM 3
AutoCAD SHX Text
BEDROOM 4
AutoCAD SHX Text
WALK-IN
AutoCAD SHX Text
CLOS.
AutoCAD SHX Text
LIN
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
7
AutoCAD SHX Text
18
AutoCAD SHX Text
7
AutoCAD SHX Text
11
AutoCAD SHX Text
15
AutoCAD SHX Text
7
AutoCAD SHX Text
7
AutoCAD SHX Text
15
AutoCAD SHX Text
7
AutoCAD SHX Text
6
AutoCAD SHX Text
11
AutoCAD SHX Text
11
AutoCAD SHX Text
10
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
L1+WB3
AutoCAD SHX Text
L1+WB3
AutoCAD SHX Text
L1+WB1
AutoCAD SHX Text
L4+WB8
AutoCAD SHX Text
L3+WB5
AutoCAD SHX Text
L1+WB5
AutoCAD SHX Text
L1+WB5
AutoCAD SHX Text
L1+WB1
AutoCAD SHX Text
L1+WB1
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
COFFERED CEILING 16" DEEP
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DWG.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DWG. No.
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
PREVIOUS TO FINAL DATE
AutoCAD SHX Text
MARK VOID ALL COPIES
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS &
AutoCAD SHX Text
THE ARCHITECT AND MUST BE RETURNED ON COMPLETION
AutoCAD SHX Text
PROCEEDING WITH WORK. THIS DRAWING IS THE PROPERTY OF
AutoCAD SHX Text
REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
AutoCAD SHX Text
OF WORK. DRAWINGS ARE NOT TO BE SCALED.
AutoCAD SHX Text
BY
AutoCAD SHX Text
FAX.: (905) 508-5802
AutoCAD SHX Text
TEL.: (905) 508-2168
AutoCAD SHX Text
ISSUED:
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
22.07.13
AutoCAD SHX Text
UF
AutoCAD SHX Text
L4K 2N2
AutoCAD SHX Text
8888 KEELE ST.
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
UNIT 8
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
13.03.14
AutoCAD SHX Text
UF
D.M.
1:100
PROPOSED RESIDENCE
107 WILDWOOD AVE.
BATTAGLIA ARCHITECT INC.
RICHMOND HILL, ON.
A5
ROOF PLAN
OWNER:
1261640 Ont.Inc.
JIM CAPPADOCIA
1507
JUL, 15, 2015
AutoCAD SHX Text
ROOF PLAN
AutoCAD SHX Text
@ 2'-0" O.C.
AutoCAD SHX Text
3-2"x6"
AutoCAD SHX Text
SOLID WD. POST
AutoCAD SHX Text
SOLID WD. POST
AutoCAD SHX Text
3-2"x6"
AutoCAD SHX Text
SOLID WD. POST
AutoCAD SHX Text
3-2"x6"
AutoCAD SHX Text
SOLID WD. POST
AutoCAD SHX Text
3-2"x6"
AutoCAD SHX Text
SOLID WD. POST
AutoCAD SHX Text
APPROVED PRE-ENGINEERED SCISSOR
AutoCAD SHX Text
TRUSSES
AutoCAD SHX Text
APPROVED PRE-ENGINEERED ROOF TRUSSES
AutoCAD SHX Text
3-2"x6"
AutoCAD SHX Text
SOLID WD. POST
AutoCAD SHX Text
3-2"x6"
AutoCAD SHX Text
SOLID WD. POST
AutoCAD SHX Text
2"x6" SPR.
AutoCAD SHX Text
@ 16" o/c.
AutoCAD SHX Text
2"x6" SPR.
AutoCAD SHX Text
@ 16" o/c.
AutoCAD SHX Text
2"x6" SPR.
AutoCAD SHX Text
@ 16" o/c.
AutoCAD SHX Text
2"X8" HIP
AutoCAD SHX Text
2"X8" HIP
AutoCAD SHX Text
2"X8" HIP
AutoCAD SHX Text
2"X8" HIP
AutoCAD SHX Text
2"X8" VALLEY
AutoCAD SHX Text
2"X8" VALLEY
AutoCAD SHX Text
2"x6" SPR.
AutoCAD SHX Text
@ 16" o/c.
AutoCAD SHX Text
2"x6" SPR.
AutoCAD SHX Text
@ 16" o/c.
AutoCAD SHX Text
2"X8" HIP
AutoCAD SHX Text
2"X8" HIP
AutoCAD SHX Text
12
AutoCAD SHX Text
18
AutoCAD SHX Text
12
AutoCAD SHX Text
7.5
AutoCAD SHX Text
12
AutoCAD SHX Text
18
AutoCAD SHX Text
12
AutoCAD SHX Text
18
AutoCAD SHX Text
12
AutoCAD SHX Text
24
AutoCAD SHX Text
12
AutoCAD SHX Text
24
AutoCAD SHX Text
12
AutoCAD SHX Text
18
AutoCAD SHX Text
SKYLIGHT
AutoCAD SHX Text
4'X4'
AutoCAD SHX Text
D.J.
AutoCAD SHX Text
D.J.
AutoCAD SHX Text
2"X8" HIP
AutoCAD SHX Text
3-2"x6"
AutoCAD SHX Text
SOLID WD. POST
AutoCAD SHX Text
3-2"x6"
AutoCAD SHX Text
SOLID WD. POST
AutoCAD SHX Text
GIRDER TRUSS
AutoCAD SHX Text
GIRDER TRUSS
AutoCAD SHX Text
2"X8" VALLEY
AutoCAD SHX Text
2"X8" VALLEY
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DWG.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DWG. No.
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
PREVIOUS TO FINAL DATE
AutoCAD SHX Text
MARK VOID ALL COPIES
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS &
AutoCAD SHX Text
THE ARCHITECT AND MUST BE RETURNED ON COMPLETION
AutoCAD SHX Text
PROCEEDING WITH WORK. THIS DRAWING IS THE PROPERTY OF
AutoCAD SHX Text
REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
AutoCAD SHX Text
OF WORK. DRAWINGS ARE NOT TO BE SCALED.
AutoCAD SHX Text
BY
AutoCAD SHX Text
FAX.: (905) 508-5802
AutoCAD SHX Text
TEL.: (905) 508-2168
AutoCAD SHX Text
ISSUED:
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
22.07.13
AutoCAD SHX Text
UF
AutoCAD SHX Text
L4K 2N2
AutoCAD SHX Text
8888 KEELE ST.
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
UNIT 8
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
13.03.14
AutoCAD SHX Text
UF
D.M.
1:100
PROPOSED RESIDENCE
107 WILDWOOD AVE.
BATTAGLIA ARCHITECT INC.
RICHMOND HILL, ON.
A6
FRONT ELEVATION
OWNER:
1261640 Ont.Inc.
JIM CAPPADOCIA
1507
JUL, 15, 2015
AutoCAD SHX Text
EST. GRADE.
AutoCAD SHX Text
FIN. GR. FL.
AutoCAD SHX Text
FIN. GRADE @
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
FIN. 2ND FL.
AutoCAD SHX Text
FIN. CEILING
AutoCAD SHX Text
FIN. BASEMENT
AutoCAD SHX Text
C/L OF
AutoCAD SHX Text
SLOPED ROOF
AutoCAD SHX Text
PREFIN. METAL SOFFIT
AutoCAD SHX Text
FASCIA & GUTTER
AutoCAD SHX Text
COMPOSITE DRAINAGE LAYER OVER
AutoCAD SHX Text
8" POURED CONC. OR 10"
AutoCAD SHX Text
CONC. BLOCK FOUNDATION
AutoCAD SHX Text
FRONT (WEST) ELEVATION
AutoCAD SHX Text
12
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
20
AutoCAD SHX Text
12
AutoCAD SHX Text
20
AutoCAD SHX Text
72"x24" EXTENDED TRANSOM
AutoCAD SHX Text
W/10" SELF-SUPPORTING PROFILED
AutoCAD SHX Text
PRECAST CONC. ARCH & RETURN
AutoCAD SHX Text
W/ PROFILED KEYSTONE (TYP.)
AutoCAD SHX Text
PRE-FINISHED ALUMINUM R.W.L
AutoCAD SHX Text
AND GUTTER ON PRE-FINISHED
AutoCAD SHX Text
FASCIA BOARD AND VENTED SOFFIT
AutoCAD SHX Text
10" SELF-SUPPORTING PROFILED
AutoCAD SHX Text
PRECAST CONC. ARCH & SURROUND
AutoCAD SHX Text
W/ PROFILED KEYSTONE W/WD. PANEL
AutoCAD SHX Text
BY GARAGE DR. MANUF. (TYP.)
AutoCAD SHX Text
7'X8' O.H. GARAGE DOOR
AutoCAD SHX Text
BARMAC CHATEAU-3 PANE ARCH
AutoCAD SHX Text
W/ HARDWARE PACKAGE
AutoCAD SHX Text
7'X8' O.H. GARAGE DOOR
AutoCAD SHX Text
BARMAC CHATEAU-3 PANE ARCH
AutoCAD SHX Text
W/ HARDWARE PACKAGE
AutoCAD SHX Text
12
AutoCAD SHX Text
20
AutoCAD SHX Text
12
AutoCAD SHX Text
20
AutoCAD SHX Text
298.93
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
12
AutoCAD SHX Text
4
AutoCAD SHX Text
12
AutoCAD SHX Text
4
AutoCAD SHX Text
299.46
AutoCAD SHX Text
299.46
AutoCAD SHX Text
298.59
AutoCAD SHX Text
298.86
AutoCAD SHX Text
298.745
AutoCAD SHX Text
307.23
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
TOTAL AREA: 78.87 Square Meter.
AutoCAD SHX Text
TOTAL OPENINGS: 27.14 Square Meter.
AutoCAD SHX Text
OPENINGS TO TOTAL AREA: 34.41%%%
AutoCAD SHX Text
298.90
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DWG.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DWG. No.
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
PREVIOUS TO FINAL DATE
AutoCAD SHX Text
MARK VOID ALL COPIES
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS &
AutoCAD SHX Text
THE ARCHITECT AND MUST BE RETURNED ON COMPLETION
AutoCAD SHX Text
PROCEEDING WITH WORK. THIS DRAWING IS THE PROPERTY OF
AutoCAD SHX Text
REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
AutoCAD SHX Text
OF WORK. DRAWINGS ARE NOT TO BE SCALED.
AutoCAD SHX Text
BY
AutoCAD SHX Text
FAX.: (905) 508-5802
AutoCAD SHX Text
TEL.: (905) 508-2168
AutoCAD SHX Text
ISSUED:
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
22.07.13
AutoCAD SHX Text
UF
AutoCAD SHX Text
L4K 2N2
AutoCAD SHX Text
8888 KEELE ST.
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
UNIT 8
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
13.03.14
AutoCAD SHX Text
UF
D.M.
1:100
PROPOSED RESIDENCE
107 WILDWOOD AVE.
BATTAGLIA ARCHITECT INC.
RICHMOND HILL, ON.
A7
REAR ELEVATION
OWNER:
1261640 Ont.Inc.
JIM CAPPADOCIA
1507
JUL, 15, 2015
AutoCAD SHX Text
REAR (EAST) ELEVATION
AutoCAD SHX Text
FIN. CEILING
AutoCAD SHX Text
FIN. CEILING
AutoCAD SHX Text
FIN. CEILING
AutoCAD SHX Text
FIN. 2ND FL.
AutoCAD SHX Text
FIN. GR. FL.
AutoCAD SHX Text
FIN. BASEMENT
AutoCAD SHX Text
12
AutoCAD SHX Text
16
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
12
AutoCAD SHX Text
18
AutoCAD SHX Text
12
AutoCAD SHX Text
18
AutoCAD SHX Text
298.66
AutoCAD SHX Text
298.66
AutoCAD SHX Text
298.63
AutoCAD SHX Text
299.46
AutoCAD SHX Text
TOTAL AREA: 78.54 Square Meter.
AutoCAD SHX Text
TOTAL OPENINGS: 22.92 Square Meter.
AutoCAD SHX Text
OPENINGS TO TOTAL AREA: 29.18%%%
AutoCAD SHX Text
298.68
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DWG.
AutoCAD SHX Text
DATE:
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SCALE:
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DRAWN BY:
AutoCAD SHX Text
DWG. No.
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PROJECT NO.
AutoCAD SHX Text
PREVIOUS TO FINAL DATE
AutoCAD SHX Text
MARK VOID ALL COPIES
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS &
AutoCAD SHX Text
THE ARCHITECT AND MUST BE RETURNED ON COMPLETION
AutoCAD SHX Text
PROCEEDING WITH WORK. THIS DRAWING IS THE PROPERTY OF
AutoCAD SHX Text
REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
AutoCAD SHX Text
OF WORK. DRAWINGS ARE NOT TO BE SCALED.
AutoCAD SHX Text
BY
AutoCAD SHX Text
FAX.: (905) 508-5802
AutoCAD SHX Text
TEL.: (905) 508-2168
AutoCAD SHX Text
ISSUED:
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
22.07.13
AutoCAD SHX Text
UF
AutoCAD SHX Text
L4K 2N2
AutoCAD SHX Text
8888 KEELE ST.
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
UNIT 8
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
13.03.14
AutoCAD SHX Text
UF
D.M.
1:100
PROPOSED RESIDENCE
107 WILDWOOD AVE.
BATTAGLIA ARCHITECT INC.
RICHMOND HILL, ON.
A8
SIDE ELEVATION
OWNER:
1261640 Ont.Inc.
JIM CAPPADOCIA
1507
JUL, 15, 2015
AutoCAD SHX Text
FIN. CEILING
AutoCAD SHX Text
FIN. CEILING
AutoCAD SHX Text
FIN. CEILING
AutoCAD SHX Text
FIN. 2ND FL.
AutoCAD SHX Text
FIN. GR. FL.
AutoCAD SHX Text
FIN. BASEMENT
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
12
AutoCAD SHX Text
24
AutoCAD SHX Text
SIDE (NORTH) ELEVATION
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
F.G.
AutoCAD SHX Text
298.59
AutoCAD SHX Text
298.67
AutoCAD SHX Text
298.86
AutoCAD SHX Text
298.63
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
299.46
AutoCAD SHX Text
TOTAL NORTH ELEVATION: 114.65 Square Meter.
AutoCAD SHX Text
TOTAL OPENINGS: 10.94 Square Meter.
AutoCAD SHX Text
OPENINGS TO TOTAL AREA: 9.54%%%
AutoCAD SHX Text
PLANNING:
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FIRE SAFETY:
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TOTAL AREA: 102.89 Square Meter.
AutoCAD SHX Text
TOTAL OPENINGS: 6.91 Square Meter.
AutoCAD SHX Text
OPENINGS TO TOTAL AREA: 6.71%%%
AutoCAD SHX Text
PERMITTED OPENINGS TO TOTAL AREA: 7%%%
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DWG.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DWG. No.
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
PREVIOUS TO FINAL DATE
AutoCAD SHX Text
MARK VOID ALL COPIES
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS &
AutoCAD SHX Text
THE ARCHITECT AND MUST BE RETURNED ON COMPLETION
AutoCAD SHX Text
PROCEEDING WITH WORK. THIS DRAWING IS THE PROPERTY OF
AutoCAD SHX Text
REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
AutoCAD SHX Text
OF WORK. DRAWINGS ARE NOT TO BE SCALED.
AutoCAD SHX Text
BY
AutoCAD SHX Text
FAX.: (905) 508-5802
AutoCAD SHX Text
TEL.: (905) 508-2168
AutoCAD SHX Text
ISSUED:
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
22.07.13
AutoCAD SHX Text
UF
AutoCAD SHX Text
L4K 2N2
AutoCAD SHX Text
8888 KEELE ST.
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
UNIT 8
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
13.03.14
AutoCAD SHX Text
UF
D.M.
1:100
PROPOSED RESIDENCE
107 WILDWOOD AVE.
BATTAGLIA ARCHITECT INC.
RICHMOND HILL, ON.
A9
SIDE ELEVATION
OWNER:
1261640 Ont.Inc.
JIM CAPPADOCIA
1507
JUL, 15, 2015
AutoCAD SHX Text
SIDE (SOUTH) ELEVATION
AutoCAD SHX Text
FIN. CEILING
AutoCAD SHX Text
FIN. CEILING
AutoCAD SHX Text
FIN. CEILING
AutoCAD SHX Text
FIN. 2ND FL.
AutoCAD SHX Text
FIN. GR. FL.
AutoCAD SHX Text
FIN. BASEMENT
AutoCAD SHX Text
12
AutoCAD SHX Text
16
AutoCAD SHX Text
12
AutoCAD SHX Text
24
AutoCAD SHX Text
298.86
AutoCAD SHX Text
299.46
AutoCAD SHX Text
298.90
AutoCAD SHX Text
299.06
AutoCAD SHX Text
298.68
AutoCAD SHX Text
298.66
AutoCAD SHX Text
TOTAL SOUTH ELEVATION: 111.46 Square Meter.
AutoCAD SHX Text
TOTAL OPENINGS: 7.63 Square Meter.
AutoCAD SHX Text
OPENINGS TO TOTAL AREA: 6.84%%%
AutoCAD SHX Text
FIRE SAFETY:
AutoCAD SHX Text
TOTAL AREA: 105.06 Square Meter.
AutoCAD SHX Text
TOTAL OPENINGS: 4.48 Square Meter.
AutoCAD SHX Text
OPENINGS TO TOTAL AREA: 4.26%%%
AutoCAD SHX Text
PERMITTED OPENINGS TO TOTAL AREA: 7%%%
AutoCAD SHX Text
PLANNING:
AutoCAD SHX Text
PROJECT
AutoCAD SHX Text
DWG.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DWG. No.
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
PREVIOUS TO FINAL DATE
AutoCAD SHX Text
MARK VOID ALL COPIES
AutoCAD SHX Text
NO
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS &
AutoCAD SHX Text
THE ARCHITECT AND MUST BE RETURNED ON COMPLETION
AutoCAD SHX Text
PROCEEDING WITH WORK. THIS DRAWING IS THE PROPERTY OF
AutoCAD SHX Text
REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE
AutoCAD SHX Text
OF WORK. DRAWINGS ARE NOT TO BE SCALED.
AutoCAD SHX Text
BY
AutoCAD SHX Text
FAX.: (905) 508-5802
AutoCAD SHX Text
TEL.: (905) 508-2168
AutoCAD SHX Text
ISSUED:
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
22.07.13
AutoCAD SHX Text
UF
AutoCAD SHX Text
L4K 2N2
AutoCAD SHX Text
8888 KEELE ST.
AutoCAD SHX Text
CONCORD
AutoCAD SHX Text
UNIT 8
AutoCAD SHX Text
2
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
13.03.14
AutoCAD SHX Text
UF