DATA TABLE Original Added Main Dwelling25' Setback 10' Setback
428 DELORAINE AVE. · 1.07 side setback 3'-6" 5.94 building width 19'-6" 0.61 side setback 2'-0"...
Transcript of 428 DELORAINE AVE. · 1.07 side setback 3'-6" 5.94 building width 19'-6" 0.61 side setback 2'-0"...
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"
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'-6"
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2'-0
"
PROPOSED NEW
2-STOREY DWELLING
FFF: 99.60DECK
WALK-OUT
5.98
FRONT SETBACK
19'-7 1/2"
Submission Chart
1 19-05-17 Client Review
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Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
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428 DELORAINE AVENORTH YORK ONTARIO
A0-00DEC 2016
16-146
SITE ANALYSIS
BUILDING AND ZONING
GENERAL SITE INFORMATION
Setbacks
Main Floor 96.58 m² 1040 ft²
2nd Floor 101.66 m² 1094 ft²
198.23 m² 2134 ft²
Basement 73.18 m² 788 ft²
THE SUBJECT PROPERTY IS ZONED "R4" PER TORONTO ZONING BY-LAW 438-86 IN CONJUNCTION WITH ZONE "RD(f15.0;a550)x5" ZONIING BY-LAW 569-2013.
THE INFORMATION FOR THIS SITE PLAN HAS BEEN OBTAINED FROM A COPY OF A SURVEY PLAN PREPARED BY BARICH GRENKIE SURVEYING DATED MAY 28,2018.THE INFORMATION SHOWN HEREON, INCLUDING GRADES SHALL NOT BE USED FOR ANY LEGAL / ZONING / OR CONSTRUCTION PURPOSE WITHOUT CONFIRMING THE ACCURACY THEREOF BY REFERENCE TO THE APPLICABLE SURVEY.
PART OF LOT 6REGISTERED PLAN 1706CITY OF TORONTO
428 DELORAINE AVE.
Site Analysis
Lot Frontage 7.62 m 25 ft
Lot Area 274.16 m² 2951 s.f.
Average Grade of CL of Road 97.73
Establish Grade (98.32, 98.50) 98.41
Allowed Proposed
Front Yard Setback 5.98 m
Side Setback(East) 1.8 m
Side Setback(West) 1.8 m
Rear Yard Setback 9.5 m
5.98 m
0.45 m
1.2 m
13.76 m
Building Length 17.0 m 16.15 m
Building Depth 19.0 m 16.15 m
Building Height 10.0 m 9.8 m
Building Area Analysis Metric Imperial
%
Gross Floor Area(GFA)
Provided Parking Spaces 1
Floor Space Index(FSI) 73%
Lot Coverage 35 96.02 m² 1033.50 ft²
Yard Analysis Metric Imperial
Front Yard Area
Driveway Area
Open Landscape Area (52%)
Hard Landscape Area
442 s.f.41.1 m²
213 s.f.19.8 m²
229 s.f.21.3 m²
111 s.f.10.3 m²
Soft Landscape Area (51%) 118 s.f.11.0 m²
A0-00 SITE ANALYSIS
A0-00a NOTES & SPECIFICATION
A0-00b WALL LEGENED
A0-01 SITE PLAN
A1-01 BASEMENT PLAN
A1-02 FIRST FLOOR PLAN
A1-02a REAR DECK & FRONT PORCH
A1-03 SECOND FLOOR PLAN
A1-04 ROOF PLAN
A2-01 MAIN ELEVATION (SOUTH)
A2-02 REAR ELEVATION (NORTH)
A2-03 SIDE ELEVATION (EAST)
A2-04 SIDE ELEVATION (WEST)
A3-01 3D VIEWS
A5-01 SECTION
A5-02 SECTION
A6-01 WINDOW SCHEDULE
A6-02 WINDOW SCHEDULE
A6-03 FOUNDATION PLAN
A6-04 FOUNDATION WALL
Scale:1 : 225A0-00
LAND TABLE PLAN2
- REFER TO ALL APPLICABLE LANDSCAPING & SEPTIC SYSTEM
PLANS & SPECIFICATIONS TO BE SUPPLIED BY OWNER FOR
ADDITIONAL, DETAILED SITE RELATED WORKS AND INFORMATION.
- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
CONSTRUCTION AND CONNECTION FEES AND PERMITS REQUIRED
FOR BUILDING SERVICES, INCLUDING ENTRANCES, HYDRO, WELL,
SEPTIC, TELEPHONE, ETC. AS WELL AS THE INSTALLATION OF SUCH
BUILDING SERVICES.
-ALL ENTRANCE AND EXIT RAMPS ACROSS BOULEVARDS SHALL BE
PAVED OR OTHERWISE FINISHED TO APPLICABLE MUNICIPAL
STANDARDS AND SPECIFICATIONS.
- WHERE PAVING IS INDICATED, ALL DRIVE AND PARKING SURFACES
SHALL BE PAVED WITH 100mm HOT MIXED, HOT LAID, ASPHALT
(25mm HL3) & (75mm HL8) ON MINIMUM 150mm GRANULAR "A" &
300mm GRANULAR "B".
- ALL FILL & GRAUNULAR MATERIAL UNDER DRIVES, PARKING
AREAS, AND SIDEWALKS SHAL BE COMPACTED TO 100% S.P.M.D.D.
( MIN. 8" GRANULAR )
- UNLESS OTHERWISE AGREED TO IN WRITING, THE OWNER ASSUMES
RESPONSIBILITY FOR THE SUITABILITY OF ALL SOIL CONDITIONS. ALL
DESIGNS HAVE BEEN BASED ON THE EXISTING UNDISTURBED SOIL
HAVING AN ALLOWABLE BEARING CAPACITY OF 4000 P.S.F.
- ALL UTILITIES WHICH OBSTRUCT ENTRANCES SHALL BE
RELOCATED AS REQUIRED TO APPLICABLE AUTHORITIES
SPECIFICATIONS.
- ALL SITE WORKS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE
WITH CITY OF TORONTO STANDARDS, SPECIFICATIONS, AND DETAILS
WHICH SHALL BE DEEMED TO FORM PART OF THIS SITE PLAN.
- ALL SURFACE DRAINAGE SHALL BE CONFINED WITHIN THE
BOUNDRAIES OF THE OWNER'S PROPERTY EXCEPT AS SPECICALLY
INDICATED.
- EXISTING GRADING & DRAINGE PATTERNS SHALL NOT BE ALTERED
OR DISTURBED IN ANY WAY EXCEPT AS SHOWN IN THE AREA OF THE
NEW RESIDENCE AND ASSOCIATED DRIVEWAY, ETC.
- MINIMUM SLOPES FOR GRASSED AREAS 1.5%,
MINIMUM SLOPES FOR PAVED OR SURFACED AREAS 1.0% (EXCEPT
AS SHOWN OTHER WISE.)
Submission Chart
1 18-08-14 Bldg. Permit
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Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
428 DELORAINE AVENORTH YORK ONTARIO
A0-00aDEC 2016
16-146
CheckerARCH
NOTES &
SPECIFICATION
CONSTRUCTION NOTES & SPECIFICATIONS
• ALL DIMENSION TO BE CONFIRMED ON SITE• ALL WORK SHALL BE CARRIED OUT WITH STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST REVISION OF THE O.B.C.• ALL STRUCTURAL LUMBER TO BE #1 OR #2 SPRUCE-PINE-FIR CONSTRUCTION GRADE, UNLESS OTHERWISE SPECIFIED• ALL LUMBER TO BE SUPPORTED MIN. 6" ABOVE FINISH GRADE UNLESS PRESSURE TREATED OR SEPARATED FROM CONCRETE BY DAMPPROOFING MATERIAL• SURFACE FLAME SPREAD RATING OF ALL INTERIOR FINISHES NOT TO EXCEED 150• JOINTS BETWEEN SLABS ON GRAD, FOUNDATION WALLS, AROUND PIPES, CONDUITS OR DUCTS THAT PENETRATE SUCH, SHALL BE FILLED W/ BITUMEN RUBBER OR COAL TAR• ALL STRUCTURAL STEEL TO CONFORM TO REQUIREMENTS FOR GRADE 300W STEEL IN CAN.CSA-G40.21, "STRUCTURAL QUALITY STEELS"
FINISH GRADE• GRADE: SLOPE GRADE AWAY FROM BUILDING FACE
SMOKE AND CO DETECTOR• SMOKE ALARMS AND CARBON MONOXIDE ALARMS SHALL BE INSTALLED AS PER O.B.C. 9.10.19 & O.B.C. 9.33.4. SMOKE ALARMS SHALL BE INSTALLED ON ALL FLOORS AND IN EVERY BEDROOM. ALL SMOKE ALARMS MUST HAVE A VISUAL COMPONENT.
SLOPED ROOF• ASPHALT SHINGLES ON 15 LB BLDG. PAPER ON 5/8" PLY SHEAlHING ON ROOF TRUSSES OR RAFTERS AS NOTED. (HOLD DOWN CLIPS AS REQUIRED & SLIDING• CLIPS AT INT. PART'NS FOR TRUSSES) PROVIDE METAL DRIP EDGE AT START OF ROOF AND APPROVED EAVES PROTECTION TO MIN. 36" BEYOND INNER FACE OF EXT. WALL. MIN. R50 (R30 FOR CATHEDRAL CEILINGS) BATT INSULT. W/6 MIL POLY VAPOUR BARRIER (WARM SIDE) W/ 5/8" GYPSUM BOARD (NOT FASTENED TO TRUSSES WITHIN I6" OF INT. PART'NS & FASTENED TO INT. PART'NS WITH CLIPS FOR TRUSSES) ,TAPED,SANDED & READY TO PAINT. • PROVIDE MIN. 1 SQ. FT OF ROOF VENT AREA PER 300 SQ. FT OF INSULATED CEILING EVENLY DISTRIBUTED W/ MIN, 50%@ EAVES. • PRE FINISHED METAL FLASHING PROVIDE STEP THRUWALL FLASHINGS AT SLOPING INTERFACE(S) AS REQUIRED.• COLOUR AS DESIGNER.• USE PREFORMRED BAFFLES TO ALLOW I" AIRSPACE BETWEEN INSULATION AND U/S OF PLYWOOD SHEATHING ON ALL CATHEDRAL CEILINGS. (USE 2-1/2" CLEARANCE ON ALL OTHER ROOFS.
LOW SLOPE ROOF• BUILT UP ROOF ON 3/4" PLY'WOOD SHEATHING ON I x3 CROSS STRAPPING SLOPED TO DRAIN ON JOIS'TS/ TRUSSES AS NOTED . ABOVE HEATED SPACES: PROVIDE R-50 BATT INSULATION ON 6 MIL POLY VAPOUR BARRIER (R30 FOR CATHEDRAL CEILINGS) ON 5/8" GYPSUM BOARD TAPED, SANDED & READY TO PAINT.• PROVIDE VENTlNG I : I50 OF ROOF AREA.
METAL ROOF• STANDING SEAM COPPER ROOF ON 15 Lb BLDG. PAPER ON 3/B" PLY SHEATHING ON ROOF TRUSSES OR RAFTERS AS NOTED.(HOLD DOWN CLIPS AS REOUIRED &SLIDING• CLIPS AT INT. PART'NS FOR TRUSSES) PROVIDE APPROVED EAVES PROTECTION T0 MIN. I2" BEYOND INNER FACE OF EXT. WALL. MIN. R-40 (R30 FOR CATHEDRAL CEIUNGS) BATT INSULT W/6 MIL POLY VAPOUR BARRIER (WARM SIDE) W/ 5/8" GYPSUM BOARD (NOT FASTENED TO TRUSSES WITHIN I 8" OF INT. PART'NS & FASTENED TO INT. PART'NS WITH CLIPS FOR TRUSSES) ,TAPED, SANDED & READY TO PAINT. • PROVIDE MIN. I SQ.FT OF ROOF VENT AREA PER 300 SQ. FT OF INSULAlED CEILING EVENLY DISTRIBUTED W/ MIN. 50%@ EAVES.• PRE FINISHED METAL FLASHINGDE PROVIDED STEP THRUWALL FLASHING @ SLOPING INTERFACE(S) AS REQUIRED • COLOUR .A.S DESIGNER.
GARAGE SLAB• SHOULD BE SLOPED@ I .5% TO DRAIN TO THE OUTSIDE USING 5" REINFORCED CONC. SLAB (REFER TO STRUCTURAL DWG)• 4650 PSI 5%-8% AIR ENTRAINMENT WITH 6X6X6/6 WWM IN CENTER OF SLAB ON TOP OF 6" GRANULAR FILL CALL FILL OTHER THAN COURSE CLEAN MATERIAL PLACED BENEATH CONC. SLAB SHALL BE COMPACTED TO PROVIDE UNIFORM SUPPORT.)• PROVIDE 6 MIL V.B. @ U/S OF SLAB. SLAB TO BE SEALED.
BASEMENT SLAB • 6" POURED CONCRETE SLAB (3600 PSI CONC. STRENGTH)(REFER TO STRUCTURAL DWG) ON 6" CRUSHED STONE,(ALL FILL OTHER THAN COURSE CLEAN MATERIAL PLACED BENEATH CONC, SLAB SHALL BE COMPACTED TO PROVIDE UNIFORM SUPPORT.)• PROVIDE 6 MIL VAPOUR BARRIER@ U/S OF SLAB. SLAB T0 BE SEALED.• THICKEN THE SLAB TO 6” UNDER THE STAIRCASE AREA.
FLOOR• FINISHED FLOOR ON 3/4" T&.G PLYWOOD SUBFLOOR ON WD FLOOR JOIST (GLUED & SCREWED) • JOIST BRIDGED W/ CONTINUOUS I X3 STRAPPING OR 2X2 CROSS BRIDGING OR SOLID BLOCKING @ 6'-11" O.C. CONT.• HEADER JOIST W/ R-24 BATT INSUL.• EXTEND AIR/ VAPOUR BARRIER & SEAL TO JOIST & SUBFLOOR.• DOUBLE JOIS'TS UNDERSIDE PARTTTI0N WALLS PARALLEL TO JOISTS
TILE FLOOR• SAME PS NOTE 14. EXCEPr CERAMIC/ GRANITE/ MARBLE TlLE ON GROUT SETTlNG BED ON 1-1/2" CONC. TOPPING (WITH WIRE MESH REINFORCING• MID-DEPTH) • CO-ORDINATE SILL PLATE HEIGHT & QUALITY WITH TYP. FLOOR CONSTRUCTION. • USE 2X4 CROSS STRAPPING IN LIEU OF CONC. TOPPING TO LEVEL FLOOR FINISH WHEN TILE/ HARDWOOD CONSTRUCTION OCCURS OVER SAME JOISTS.
SKYLIGHT• CURB-MOUNTED DOUBLE-GLAZED SKYLIGHT BY VELUX OR APPROVED EQUAL • PROVIDE INSIDE CURB DIMENSIONS AS INDICATED ON DWG. • CO-ORDINATE W/ MANUFACTURER.• INSTALL AS PER MANUFACTURER'S GUIDE. • DOUBLE FRAME SURROUNDING SKYLIGHT.
PREFINISHED RAINWATER LEADER (RWI)• COLOUR TO MATCH EAVESTROUGH.• INSTALL PREFINISHED CONDUCTOR HEADS ON FRONT ELEV. AS PER DWG. • DOWNSPOUTS NOT CONNECTED TO STORM SEWER • SHALL HAVE EXTENSIONS 10 CARRY WATER AWAY FROM BLDG &. PROVISIONS SHOULD BE MADE TO PREVENT SOIL EROSION.
METAL CAP FLASHING• PREFlNISHED METAL CAP FLASHING ON 314" EXT. PLYWOOD BACKING ON FRAMING AS NOTED. • SLOPE TO DRAIN.• COLOUR AS PER CONTRACTOR/CLIENT
MECHANICAL VENTILATION• WASHROOM TO BE MECHANICALLY VENTED PROVIDE MIN, I AIR CHANGE PER HOUR• DRYER & COOKTOP TO BE VENTED DIRECTLY TO OUTSIDE THROUGH WALL
ATTIC ACCESS• PROVIDE ATTIC ACCESS MIN. 22" X 35" W/INSULATlON & WEATHER-STRIPPING
CONCRETE PORCH• ALLOW 4" BEARING FOR CONC. SLAB.• PROVIDE DEEP POCKETS TO SUPPORT CONC. SLAB BY REMOVING EVERY 2ND PAIR OF FACE BRICK WHEN BRICK FACING IS USED• WHEN BRICK FACING IS USED ABOVE GRADE LEVEL PROVIDE 3/16" DIAM. CORROSION RESISTANT MTL TIES @ 36" HORIZ., 8" VERT.• MIN 3/4" CLEAR CONC. TO COVER RE-BARS STAIRS & HANDRAILS TO CONFORM TO RAILING & GUARDRAIL NOTES
WOOD DECK• DECK IS NOT PERMITTED TO SUPPORT ON BRICK VENEER,• 12” DIA. SONOTUE FOR POURED CONCRETE PIERS MIN. 4’ BELOW GRADE, 6”X6” WOOD POST ANCHORED TO CONCRETE PIER W/ METL SHOE & ½” DIA. BOLT EMBEDED INTO THE CONCRETE PEIR MIN. 4”.• USE SPR #2 OR BETTER WOOD POSTS MIN. 4X4 (SOLID) USE CORROSION RESISTENT SPIRAL NAILS OR SCREWS• DOUBLE 2X6 LEDGER BOLTED TO FDN WALL W/ 1/2" DIA. BOLTS@ :32" O.C. MIN INTO SOLID MASONRY OR CONC.• PROVIDE HANDRAIL IF MORE THAN 3 RISERS• STAIR & HANDRAIL TO CONFORM TO NOTES
STAIRS INTERIOR/EXTERIOR:• MAXIMUM RISE 7-7/8”• MINIMUM RISE 4-7/8”• MINIMUM RUN 8-1/4”• MAXIMUM RUN 14”• MINIMUM TREAD 9-1/4”• MAXIMUM TREAD 14”• MAXIMUM NOSING 1”• MINIMUM WIDTH 2’-10”• MINIMUM HEADROOM 6’-5”
GUARDS:• INTERIOR LANDINGS 2’-11”• EXTERIOR BALCONY 3’-6”• INTERIOR STAIRS 2’-11”• EXTERIOR STAIRS 2’-11”• MAXIMUM BETWEEN PICKETS 4”• GUARD HEIGHT IF DECK TO GRADE IS GREATER THAN 5’-11”3’-6”, 5’-11” OR LESS 2’-11”• NO MEMBER OR ATTACHMENT BETWEEN 4” & 2’-11” HIGH SHALL FACILITATE CLIMBING
DRAINAGE4" DIAM. WEEPING TILE COVERED W/ e"GRANULAR MAlERIAL lit FILlER CLOTH. WEEPINGTILES SHOULD DRAIN TO STORM SEWER, DRAINAGE DITCH, DR'fWALL OR SUMP PUMP.
STEPPED FOOTING• STEP FOOTINGS HORIZONTAL STEPS SHALL BE MIN. 2'-0" AND VERTICAL STEPS SHALL BE NO GREATER THAN 2/3 OF HORIZONTAL STEP TO A MAX. OF 2'-0" AS PER O.B.C., 9.15.3.8
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DRAINAGE BOARD2 HEAVY COATS BITUMEN DAMPPROOF8" /10" REINFORCED POURED CONCRETE ON CONTINUOUS P. CONC. FOOTING45 POUND BLDG. PAPER MOISTURE BARRIER
4" STONE VENEER10"/8" P. CONC. FDN. WALL45 POUND BLDG. PAPER MOISTURE BARRIER
FOUNDATION WALL
F1
F1b
EXTERIOR WALL
W1
W1a
• 4" STONE FACE/BRICK VENEER• 1" AIR SPACE, PROVIDE 0.03 THICK X⅞" WIDE GALVANIZED MTL VENEER TlES@ 16" O.C. HORIZ.& 32" O.C. VERTFASTENED W/ CORROSION RESISTANT 0.125" DIAM.SCREWS OR SPIRAL NAILS WHICH PENETRATE @ LEAST 1-3/16" INTO STUD.• TYVECK HOUSE WRAP(LAYERS TO OVERLAP, JOINTS TAPED & SEALED)• ½" PLYWOOD SHEATHING • 2X6@ I6" O.C. SPR. W/ R22 BATT INSUL.• DOUBLE TOP PLATE & SINGLE SOLE PLATE• 6 MIL POLY VAPOUR BARRIER (WARM SIDE)• ½" GYPSUM BOARD TAPED, FILLED, SANDED &
READY FOR PAINT• AT FOUNDATION WALL PROVIDE 20 MIL POLY FLASHING MIN. 6" UP BEHIND SHEATHING PAPER• WEEP HOLES MIN. 2'-7" APART@ BOTTOM COURSE OF VENEER AND ABOVE ALL OPENINGS.
• ¾ Hr. RATED WALL WITH 5/8" "TYPE X" GYPSUM BOARD• WHERE SIDE YARD SETBACK IS 1.2mOR LESS.(FOR 0.6m OR LESS PROVIDE NON -COMBUSTIBLE CLADDING).
FOR W1a
W3
W2
• METAL ARCHITECTURAL PANEL / BOARD & BATTEN WOOD SIDING• TY'VECK HOUSE WRAP (JOINTS TAPED & SALED) • 1/2" PLYWOOD SHEATHING• 2X6 @ I 6 11 D.C. SPR. STUD WALL W/R-20 BATT INSUL. 2X6 WD GIRT@ MID HEIGHT• DOUBLE TOP PLATE @ SINGLE SOLE PLATE• 6 MIL POLYV.B (WARM SIDE)• 1/2" GYPSUM BOARD TAPED,FILLED & SANDED.
• ¾ Hr. RATED WALL WITH 5/8" "TYPE X" GYPSUM BOARDWHERE SIDE YARD SETBACK IS 1.2m OR LESS.
• 3 COAT STUCCO FINISH • PREP. COAT WITH FIBER MESH EMBEDDED • 2" GROOVED STYROFOAM • TYVECK HOME WRAP(STUCCO WRAP PREFERRED)JOINTS TAPED & SEALED• 1/2" PLYW00D SHEATHING• 2X6 @ I 6" O.C. SPR. STUD WALL W/ R-22 BATT INSUL. 2X6 WD GIRT@ MID HEIGHT,• DOUBLE TOP PLAiE @ SINGLE SOLE PLAiE• 6 MIL POLYV.B (WARMSIDE) 1/2" GYPSUM BOARD TAPED,FILLED & SANDED.
• ¾ Hr. RATED WALL WITH 5/8" "TYPE X" GYPSUM BOARDWHERE SIDE YARD SETBACK IS 1.2m OR
LESS.(FOR 0.6m OR LESS "DUROCK" BRAND STUCCO
FOR W3aW3a
EXTERIOR WALL(Cont.)
P2• 1/2" GYPSUM BOARD • 2X6 WOOD STUD@16" • DOUBLE PLATE AT10P, SINGLE PLATE AT BOTTOM• 2X6 WD GIRT@ MID-HEIGHT,PROVIDE 2X6 STUD COLUMNS TO MATCH EACH BEAM MEMBER• 1/2" GYPSUM BOARD
• SOUND ATTENUATION INSUL.
• 1 LAYER OF 5/8" GYPSUM • MIN 2 COATS OF JOINT COMPOUND @ ALL WALL ADJACENT TO DWELLING • CAULK ALL PENETRATIONS SUCH AS HOSEBIBS W/ ACOUSTIC SEALANT• 1/2" PL"t'WOOD ON THE INTERIOR FACE OF GARAGE WALLS
FOR P3
P3FOR P3 IN GARAGE
P1• 1/2" GYPSUM BOARD • 2X4 WOOD STUD@16" • DOUBLE PLATE AT10P, SINGLE PLATE AT BOTTOM• 2X4 WD GIRT@ MID-HEIGHT• 1/2" GYPSUM BOARD
• SOUND ATTENUATION INSUL.
FOR P4
P4
PARTITION WALL
W3b
• 3 COAT STUCCO FINISH • PREP. COAT WITH FIBER MESH EMBEDDED • 4" GROOVED STYROFOAM • TYVECK HOME WRAP(STUCCO WRAP PREFERRED)JOINTS TAPED & SEALED• 1/2" PLYW00D SHEATHING• 2X6 @ I 6" O.C. SPR. STUD WALL W/ R-22 BATT INSUL. 2X6 WD GIRT@ MID HEIGHT,• DOUBLE TOP PLATE @ SINGLE SOLE PLAiE• 6 MIL POLYV.B (WARMSIDE) 1/2" GYPSUM BOARD TAPED,FILLED & SANDED.
W1c
• 4" STONE FACE/BRICK VENEER• 1" AIR SPACE, PROVIDE 0.03 THICK X⅞" WIDE GALVANIZED MTL VENEER TlES@ 16" O.C. HORIZ.& 32" O.C. VERTFASTENED W/ CORROSION RESISTANT 0.125" DIAM.SCREWS OR SPIRAL NAILS WHICH PENETRATE @ LEAST 1-3/16" INTO STUD.• 2" SPRAY FOAM#2(PROVIDES R10 ci)• TYVECK HOUSE WRAP(LAYERS TO OVERLAP, JOINTS TAPED & SEALED)• ½" PLYWOOD SHEATHING • 2X6@ I6" O.C. SPR. W/ R12 BATT INSUL.• DOUBLE TOP PLATE & SINGLE SOLE PLATE• 6 MIL POLY VAPOUR BARRIER (WARM SIDE)• ½" GYPSUM BOARD TAPED, FILLED, SANDED &
READY FOR PAINT• AT FOUNDATION WALL PROVIDE 20 MIL POLY FLASHING MIN. 6" UP BEHIND SHEATHING PAPER• WEEP HOLES MIN. 2'-7" APART@ BOTTOM COURSE OF VENEER AND ABOVE ALL OPENINGS.
DRAINAGE BOARD2 HEAVY COATS BITUMEN DAMPPROOF8" P. CONC. FDN. WALL45 POUND BLDG. PAPER MOISTURE BARRIER2" SPRAY FOAM#2( PROVIDES R10 ci)2"x4" WOOD STUD @ 16" O.C.R12 F.G. BATT INSULATION 6 MIL POLY V.B.1/2" G.W. BOARD INT. FINISH
F2
45 POUND BLDG. PAPER MOISTURE BARRIER4" SPRAY FOAM(R22 ci)2"x4" WOOD STUD @ 16" O.C.)6 MIL POLY V.B.1/2" G.W. BOARD INT. FINISH
P5
FOR W2a
W2aSubmission Chart
1 19-05-17 Client Review
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Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
1/2" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A0-00bDEC 2016
16-146
CheckerAuthor
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75
TO
GE
TH
ER
WI T
H R
IGH
T O
F W
AY
(1.0
4m
X 2
4. 3
8m
) AS
DE
SC
RIB
ED
IN IN
ST
. NY
718
376
& N
Y71
83
75
PO
ST
& W
IRE
FE
NC
E
BOARD FENCE
WO
OD
EN
SH
ED
AP
PR
OA
CH
CO
NC
RE
TE
CU
RB
AP
PR
OA
CH
CO
NC
RE
TE
CU
RB
CO
NC
RE
TE
CU
RB
CO
NC
RE
TE
SID
EW
ALK
DR
IVE
WA
Y
INT
ER
LO
CK
DR
IVE
WA
Y
INT
ER
LO
CK
PO
RC
H
PO
RC
HP
OR
CH
PO
RC
H
DE
CK
DE
CK
HY
DR
OP
OLE
No
. 426
ST
UC
CO
DW
ELL
ING
FF
E= 2 S
TY
.2
ST
Y.
BR
ICK
DW
ELLIN
GN
o. 4
30
FF
E=
OVERHEAD WIRE
OV
ER
HE
AD
WIR
E
DT
0.1
5∅
ST
UM
P
VA
LV
ES
ER
VIC
E
GA
S
BOARD FENCE
HEDGE
CO
NC
RE
TE
RE
TA
ININ
G W
ALL
T/W
=
T/W
=
CONCRETE RETAINING WALL
T/W
=
T/W
=
T/W
=
WOOD RETAINING W
ALL
T/W
=
NA
ILS
ITE
BE
NC
HM
AR
K
BO
AR
D F
EN
CE
0.0
9 N
PO
ST
& W
IRE
FE
NC
E0
.18
S
0.0
7 E
0.3
3 E
DT
1.0
0 ∅
BO
AR
D F
EN
CE
0.1
4 E
98.50
98.45
98.41
98.49
98.51
98.48
98.46
98.47
98.43
98.44
98.45
98.46
98.46
98.43
98.45
98.38
98.43
98.46
98.42
98.429
8.40
98.41
98.26
98.48
98.42
98.11
98.5
9
98.7
2
97.9
0
98.17
98.50
98.41
98.34
98.30
98.2
5
98.23
98.15
97.96
98.1
7
98.36
98.08
98.19
98.11
98.08
98.20
98.25
98.27
98.30
98.30
98.36
98.43
98.55
98.46
98.51
98.52
97.50
97.59
97.48
97.55
97.6
9
97.78
97.73
97.829
7.91
98.06
98.23
98.25 9
8.35
98.05
97.81
97.62
98.0
9
97.82
97.59
97.3
79
7.3
6
97.37
97.40
97.65
98.3
2
98.46 98.51 98.57
98.68
98.6598.66
98.24
98.2098.15
98.14
98.10
98.12
98.04
98.12
98.07
98.07
98.00
97.95
98.4498.35
98.33
98.17
98.12
98.24
98.40
98.36
98.10
98.43
98.07
98.28
98.07
98.22
98.08
98.24
2 STOREY
STUCCO DWELLING
No. 426
FFE = 99.62
2 STOREY
BRICK DWELLING
No. 430
FFE=99.70
5.98
FRONT SETBACK
19'-7 1/2"
13.76
REAR SETBACK
45'-1 1/2"
3.3
DR
IVE
WA
Y
10
'-10
"
1.0
7
3'-6
"
1.0
7
SID
E S
ET
BA
CK
3'-6
"5
.94
19
'-6"
0.6
1
SID
E S
ET
BA
CK
2'-0
"
1.83
6'-0"
0.91
3'-0"
1.52
5'-0"
0.3
1'-0
"
15.47
50'-9"
1.8
8
6'-2
"
3.3
5
11
'-0"
1.2
2
4'-0
"
2.1
3
7'-0
"
PROPOSED NEW
2-STOREY DWELLING
FFF: 99.6099.45
PORCH
98.41
99.40
DECK
98.32
98.50
98.20PROPOSED
DRIVE-WAY98.05
DE
LO
RA
INE
AV
EN
UE
EXISTING
SHED TO BE
REMOVED
EXIST. BLDG. TO BE REMOVED
LINE OF SECOND
FLOOR PROJECTION
3.3
PR
OP
OS
ED
CU
RB
CU
T
10
'-10
"
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
As indicated
428 DELORAINE AVENORTH YORK ONTARIO
A0-01DEC 2016
16-146
SITE PLAN
Scale: 1" = 10'-0"A0-01
SITE PLAN1
DN
UP
DN
3.3
9
11
'-1
1/2
"
3'-1 1
/2"
RECREATIONROOM
LAUNDRY
COLDROOM
7'-2"
6'-4 1
/2"
10"
NANNY'SROOM
15'-0"
18'-2"
9'-2"18'-6"
MECHANICALCLOSET
1'-11 1/2"5'-0"
15'-0"
3'-6"
3'-6" 7'-6"
0.0
52
"0
.05
2"
5.9
4
19
'-6"
5.9
4
19
'-6"
2.44
8'-0"
15.47
50'-9"
16.15
53'-0"
5.9
4
19
'-6"
+98.25
+98.45
+98.41
+97.03
+97.03
+98.20
-2.57
-8' - 5"
-2.57
-8' - 5"
-2.57
-8' - 5"
-1.35
-4' - 5"
3'-0"
F2
W3a
W3
W3a
F1
P2
P2
P2
P1
P2
MIN. 2.0m HEADROOM CLEARANCE
MIN. R-31 FOAM INSULATION FOR CEILING
MIN. R-22 FOAM INSULATION SELF CLOSING
WEATHER STRIPPED DOOR
REFER TO TACBOC DWG #
G01iFOR GASPROOFING
REQUIREMENT OF
ATTACHED GARAGE
2%
7R DN @ 0' - 6 7/8"7R DN @ 0' - 6 7/8"
14R UP @ 0' - 7 3/4"
28"
56"30"
48"
48"
30"
32"
M.V.
F.D.
SM.DCO.D
SM.DCO.D
M.V.
F.D.
SLAB ON GRADE
SLAB ON GRADE
19'-6"
A5-01
SEC01
A5-02
SEC03
A5-01
SEC02
Sim
TACBOC-DO2
Sim
TACBOC-G01i
W1a
W1
1.1
3'-7
1/2
"
1.1
3'-7
1/2
"
MIN. 1.2m DISTANCE
TO PROPERTY LINE
MIN. 1.2m DISTANCE
TO PROPERTY LINE
53'-0"
8'-5" 4'-2"
3'-6"
---
Section 1
Submission Chart
1 19-05-17 Client Review
2 19-06-05 Knee wall
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
3/16" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A1-01DEC 2016
16-146
CheckerAuthor
BASEMENT PLANScale: 3/16" = 1'-0"A1-01
BASEMENT PLAN1
DN
UP
DN
DN
4'-8" 2'-3" 4'-0" 15'-0"
FOYER
DININGROOM
KITCHEN
FAMILYROOM
DECK
4'-2 1
/2"
3'-6"
3'-8"
2'-0"
18'-2"
17'-2"
11'-8"
1'-6"
5'-0"
3'-0" 5'-0" 5'-4"
4'-3"
2'-0" 3'-9" 11'-6"
17'-3" 15'-0"
DININGROOM
1'-10"
6'-0" 10'-0"
16.15
53'-0"
1.75
5'-9"
0.69
2'-3"
15.47
50'-9"
16.15
53'-0"
4.88
16'-0"
0.6
1
2'-0
"
7.0
1
23
'-0"
2.1
5
7'-0
1/2
"
4'-0"
7'-0"
5.9
4
19
'-6"
3'-6" 7'-6" 3'-6"
+98.41
+99.45+99.60
+101.00
+101.00
+99.40
+98.20
11'-0"
6'-2"
AREA= 147 S.F.
5% OF LOT AREA
-0.15
-0' - 6"
+0.00
+0' - 0"
+1.40
+4' - 7"
+1.40
+4' - 7"
-0.20
-0' - 8"
-1.40
-4' - 7"
-1.19
-3' - 11"
6R DN @ 0' - 6 7/8"
7R
DN
@ 0
' -
7 7
/8"
14R DN @ 0' - 7 3/4"
17R
UP
@ 0
' -
7 3
/4"
W3aW1a W3a
W3
W3aW2a
P1
P2
P2
5'-4" 47'-8"
3'-0"
3'-0"
4"
7'-0"
4"
3'-0"
2'-10"
6'-0"
4'-2"
3'-6"
SM.DCO.D
M.V.
M.V.
A5-01
SEC01
A5-02
SEC03
A5-01
SEC02
Sim
TACBOC-DO2
min. 45 min. F.R.R.min. 45 min. F.R.R.
7'-5" 7" 2'-0" 5'-11 1/2" 2'-0" 7"
min
. 1.2
m
4'-1 1
/2"
3'-6" 12'-6"
BBQ.6"
---
Section 1
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
3/16" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A1-02DEC 2016
16-146
CheckerAuthor
FIRST FLOOR PLANScale: 3/16" = 1'-0"A1-02
1ST FLOOR1
DN
DN
RECREATIONROOM
LAUNDRYCOLDROOM
+98.41
+97.03
+97.03
+98.20
10" 5'-2" 10" 7'-2"
10"
14'-0" 8" 2'-5"
11'-9"
1'-10 1
/2"
9'-0"
5'-4"
4'-0"
F.D.F1 F1
F1 F2
W1a W3a
W3
W3a
W3a
A5-02
SEC03
A5-01
SEC02
19'-6"
19'-6"
FOYER
DININGROOM
FAMILYROOM
DECK
+98.41
+99.45
+99.60
+101.00
+101.00
+99.40
+98.20
AREA= 147 S.F.
5% OF LOT AREA
10" 5'-2" 3'-0" 5'-0"
1'-0"
7'-2 1
/2"
10"
6'-4 1
/2"
10"
+98.75
4'-2"
11'-0"
16'-0"4'-0"
6'-2"
6R DN @ 0' - 7 7/8"
6R DN @ 0' - 6 7/8"-0.15
-0' - 6"
-0.85
-2' - 9"
+0.00
+0' - 0"
+1.40
+4' - 7"
+1.40
+4' - 7"
-0.20
-0' - 8"
-1.40
-4' - 7"
1'-10 1
/2"
10'-1"6 1
/2"
6 1/2"1'-5"
10"
3'-6"
2'-6"
4"
5'-4"
3'-0"
3'-0"
4"
7'-0"
4"
3'-0"
2'-10"
A5-02
SEC03
A5-01
SEC02
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
3/16" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A1-02aDEC 2016
16-146
CheckerAuthor
REAR DECK & FRONT
PORCH
DN
9'-0"
3'-4" 7'-0"
16'-0"4'-6"
3'-8"
LAUNDRY
2'-6"
9'-0"
2'-0"
MASTERBEDROOM
MASTERW.I.C.
MASTERENSUITE
BEDROOM# 4
BEDROOM# 2
BEDROOM#3
8'-9 1
/2"
8'-0"
11'-8" 5'-2 1/2"
8'-0"
10'-9 1
/2"
7'-0"
5'-4"
4'-3"
12'-0" 5'-0" 9'-0"
9'-0" 2'-0" 7'-6"
4'-6"
5'-3 1/2"
3'-11 1
/2"
2'-11"
5'-0"
11'-0"
0.75
2'-5 1/2"
16.15
53'-0"
0.0
52
"
0.75
2'-5 1/2"5.55
18'-2 1/2"
4.79
15'-8 1/2"
5.82
19'-1"
1.0
7
3'-6
"
5.9
4
19
'-6"
0.6
1
2'-0
"
2.8
6
9'-4
1/2
"
3.0
9
10
'-1
1/2
"
5.9
4
19
'-6"
0.5
1
1'-8
"
2.0
3
6'-8
"
3.4
11
'-2"
0.0
52
"
0.6
1
2'-0
"
0.4
6
1'-6
"
+104.35
17R DN @ 0' - 7 3/4"
M.V.
SM.DCO.D
SM.DCO.D
M.V.
M.V.
SM.DCO.D
SM.DCO.D
SM.DCO.D
M.V.
28"
30"
30"
26"
28"
30"
28"
48"
32"
28" 28"
W3a
W3aW1a
W1
W2
W1a
W3
W3a
W3
W3a
P1
P1
P1
P1P1
P1
P4
P1
A5-01
SEC01
A5-02
SEC03
A5-01
SEC02
Sim
TACBOC-H01
W3a
min. 45 min. F.R.R.min. 45 min. F.R.R.
SKYLIGT
VELUX2222
2'-0"
4'-3 1
/2"
2'-0"
1'-6" 8'-0" 1'-6"
2'-6" 2'-6"
7'-11"
3'-1"
---
Section 1
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
3/16" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A1-03DEC 2016
16-146
CheckerAuthor
SECOND FLOOR PLANScale: 3/16" = 1'-0"A1-03
2ND FLOOR1
3"
/ 12"
3"
/ 12"
20"
/ 12"
20"
/ 12"
20"
/ 12"
3"
/ 12"
3" / 12"1'-0"
1'-0"
19'-6"
1'-0"
2'-6"
2'-3 3
/16"
16'-11 5
/8"
2'-3 3
/16"
1'-0"
1'-0"
14'-4 1/2" 19'-1"
TOTAL ELEVATION AREA: 1506 ft²
TOTAL GLAZING AREA: 123 ft²(8%)
TOTAL ELEVATION AREA: 660 ft²
TOTAL GLAZING AREA: 213 ft²
TOTAL ELEVATION AREA: 630 ft²
TOTAL GLAZING AREA: 212 ft²
TOTAL ELEVATION AREA: 1491 ft²
TOTAL GLAZING AREA: 34 ft²(2.3%)
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
As indicated
428 DELORAINE AVENORTH YORK ONTARIO
A1-04DEC 2016
16-146
CheckerAuthor
ROOF PLAN
Scale: 1/8" = 1'-0"A1-04
ROOF PLAN1
EAST ELEVATION
NORTH ELEVATION
SOUTH ELEVATION
WEST ELEVATION
TOTAL AREA GLAZING AREA
NORTH ELEVATION
EAST ELEVATION
WEST ELEVATION
SOUTH ELEVATION
ROOF
TOTAL
630 ft²
1491 ft²
1506 ft²
660 ft² 213 ft²
96 ft²
34 ft²
212 ft²
30 ft²
585 ft²4287 ft² (%13.6)
ESTABLISHED GRADE +98.41
2ND FLOOR+104.35
MAX. ALLOWED HEIGHT+108.41
MAIN FLOOR+101.00
UNDERSIDE OF EAVES+106.18
GARAGE DOOR+98.41
1ST FLOOR +99.60
BASEMENT +97.03
2ND FLOOR CEILING+106.94
2.5
7
8'-5
"
1.4
4'-7
"
3.3
5
11
'-0"
2.5
9
8'-6
"7
.77
25
'-6"
10
32
'-9 1
/2"
3" 12"
TOP OF EAVES+106.48
CENTERLINE OF ROAD +97.73
TOP OF THE ROOF+108.31
MID OF THE ROOF+107.40
9.9
1
32
'-6"
9.6
7
31'-8
1/2
"
2.5
9
8'-6
"
0.9
1
3'-0
"
0.9
1
3'-0
"
1.1
9
3'-1
1"
1.3
7
4'-6
"
1.8
7
6'-1
1/2
"
T/ PARAPET WALL+107.91
0.5
1'-8
"
0.7
2'-3
1/2
"
+99.70#430 FFE
#430 BFE +96.80
135ANGLE O
F REPO
SE
STONE VENEER
STONE
VENEER
ARCHITECTURAL
METAL PANEL
STONE VENEER
SPANDREL GLAZING
SPANDREL GLAZING
8'-0"
3'-0"
8"
2'-0"
6'-0"
6"
1'-11 7
/8"
6'-0"
3'-0"
3'-8"
9'-0"
7'-0"
3.9
7
13'-0
"
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
3/16" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A2-01DEC 2016
16-146
MAIN ELEVATION
(SOUTH)
Scale: 3/16" = 1'-0"A2-01
SOUTH ELEVATION(MAIN)1
ESTABLISHED GRADE +98.41
2ND FLOOR+104.35
MAX. ALLOWED HEIGHT+108.41
MAIN FLOOR+101.00
UNDERSIDE OF EAVES+106.18
1ST FLOOR +99.60
BASEMENT +97.03
2ND FLOOR CEILING+106.94
TOP OF EAVES+106.48
CENTERLINE OF ROAD +97.73
TOP OF THE ROOF+108.31
MID OF THE ROOF+107.40
3" 12"
3" 12"
2.5
7
8'-5
"
1.4
4'-7
"
3.3
5
11
'-0"
2.5
9
8'-6
"3
.97
13'-0
"
7.7
7
25
'-6"
10
32
'-9 1
/2"
9.9
1
32
'-6"
9.6
7
31'-8
1/2
"
1.1
9
3'-1
1"
T/ PARAPET WALL+107.91
0.5
1'-8
"
0.9
1
3'-0
"
0.9
1
3'-0
"
STUCCO
STUCCO
STUCCO
8'-6"
7'-11 7
/8"
3'-0"
13'-0 1
/8"
STUCCO
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
3/16" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A2-02DEC 2016
16-146
REAR ELEVATION
(NORTH)
Scale: 3/16" = 1'-0"A2-02
NORTH ELEVATION (REAR)1
ESTABLISHED GRADE+98.41
2ND FLOOR+104.35
MAX. ALLOWED HEIGHT+108.41
MAIN FLOOR+101.00
UNDERSIDE OF EAVES+106.18
1ST FLOOR+99.60
BASEMENT+97.03
2ND FLOOR CEILING+106.94
7.7
7
25
'-6"
10
32
'-9 1
/2"
2.5
7
8'-5
"
1.4
4'-7
"
3.3
5
11
'-0"
2.5
9
8'-6
"
TOP OF EAVES+106.48
CENTERLINE OF ROAD+97.73
TOP OF THE ROOF+108.31
MID OF THE ROOF+107.40
16.15
53'-0"
4.79
15'-8 1/2" (30% of the length)
0.25
10"
15.7
51'-6"
0.2
8"
T/ PARAPET WALL+107.91
0.75
2'-5 1/2"
0.75
2'-5 1/2"
7.7
7
25
'-6"
8.0
8
26
'-6"
6"
6'-0"
2'-0"
2'-0"
8'-11 7
/8"
1'-6"
5'-6"
1'-6"
1'-6"
7'-0"
6"
6'-0"
2'-0"
STONE
VENEER
STUCCO
STUCCO
ASPHALT SHINGLE ASPHALT SHINGLE
METAL
PANEL
STUCCO
13'-0 1
/8"
PROVIDE FIRE
SHUTTER FOR
WINDOW
3.9
7
13
'-0"
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
1/8" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A2-03DEC 2016
16-146
SIDE ELEVATION
(EAST)
Scale: 1/8" = 1'-0"A2-03
EAST ELEVATION(SIDE)1
ESTABLISHED GRADE+98.41
2ND FLOOR+104.35
MAX. ALLOWED HEIGHT+108.41
MAIN FLOOR+101.00
UNDERSIDE OF EAVES+106.18
1ST FLOOR+99.60
BASEMENT+97.03
2ND FLOOR CEILING+106.94
7.7
7
25
'-6"
10
32
'-9 1
/2"
2.5
7
8'-5
"
1.4
4'-7
"
3.3
5
11
'-0"
2.5
9
8'-6
"
TOP OF EAVES+106.48
CENTERLINE OF ROAD+97.73
TOP OF THE ROOF+108.31
MID OF THE ROOF+107.40
16.15
53'-0"
0.25
10"
15.7
51'-6"
0.2
8"
T/ PARAPET WALL+107.91
0.75
2'-5 1/2"
0.75
2'-5 1/2"
3.9
7
13
'-0"
STUCCO
STONE
VENEER
METAL
PANEL
STONE VENEER
ASPHALT SHINGLE
STUCCO
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
1/8" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A2-04DEC 2016
16-146
SIDE ELEVATION
(WEST)
Scale: 1/8" = 1'-0"A2-04
WEST ELEVATION (SIDE)1
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
428 DELORAINE AVENORTH YORK ONTARIO
A3-01DEC 2016
16-146
CheckerAuthor
3D VIEWS
TACBOCSTANDARD DETAIL
840
mm
50mm
150m
m
750
mm
139
0 m
m
825 mm
1365 mm
760 mm
840
mm
150m
m
750
mm
760
mm
760 mm
400
mm
150 mm
30mm TO
165 mm
925 mm
30°-
50°
BETWEEN WALL STUDS
2x8 WOOD BLOCKING
NAILS OR SCREWS
3-3 1/2" SPIRAL
(TYPICAL)
BOTH SIDES
TO
90
0 m
m
TO
92
0 m
m
TO
46
0 m
m
40 mm
TO
90
0 m
m
TO
92
0 m
m
OPTION 1 OPTION 2
970
mm
850
mm
900 mm600 mm
840
mm
BLOCKING
2x8 WOOD
NAILS OR SCREWS
3-3 1/2" SPIRAL
BETWEEN
WALL STUDS
(TYPICAL)
TO
92
0 m
m
BOTH SIDES
W.C. FRONT ELEVATION
W.C. SIDE ELEVATION
SHOWER/TUB WALL SIDE ELEVATION
AT A 30° TO 50° ANGLE SLOPINGUPWARDS AWAY FROM WATER CLOSET
OPTION 1
MIN. 760mm LONG GRAB BAR MOUNTED
A.F.F. AND 50mm IN FRONT OF TOILET BOWL.W/ LOWER END OF BAR MOUNTED 750mm TO 900mm
L-SHAPED GRAB BAR WITH 760mm LONGHORIZ. AND VERT. COMPONENTS MOUNTED
A.F.F. AND THE VERTICAL COMPONENTW/ HORIZ. COMPONENT 750mm TO 900mm
150mm IN FRONT OF TOILET BOWL.
HORIZONTALLY ON WALL 840mm TO920mm ABOVE THE FLOOR AND 150mm
MIN. 600mm LONG GRAB BAR MOUNTED
ABOVE THE WATER TANK IF APPLICABLE.
HORIZONTALLY ON WALL APPROXIMATELY850mm ABOVE FINISHED FLOOR
MIN. 900mm LONG GRAB BAR MOUNTED
LOCATE OPPOSITE SHOWER ENTRANCESO THAT NOT LESS THAN 300mm OF ITS
LENGTH IS AT ONE SIDE OF THE SEAT.
REINFORCEMENT SHALL BE INSTALLED TO PERMIT
THE FUTURE INSTALLATION OF A GRAB BAR IN THE
MAIN BATHROOM OF A DWELLING UNIT. IF GRAB BAR
IS NOT INSTALLED AT TIME OF CONSTRUCTION,
BLOCKING FOR BOTH CONFIGURATIONS AT SIDE OF
WATER CLOSET IS REQUIRED.
SCREWS WHICH PENETRATE AT LEAST32mm INTO THE SOLID BLOCKING.
GRAB BAR MUST BE ATTACHED WITH
OPTION 2
GRAB BAR INSTALLATION SPECIFICATION
1. BESIDE WATER CLOSET
2. BEHIND WATER CLOSET
3. BEHIND BATHTUB OR SHOWER
GRAB BAR REINFORCEMENT
4. GRAB BAR ATTACHMENT
75mm MIN.
150m
m
CONCRETE SLAB THICKNESS 125mm
MINIMUM 900mm HIGH FOR PORCHES
4.
3. GUARDS
UP TO 1800mm ABOVE GRADE.
MINIMUM 1070mm HIGH FOR GREATER HTS.
@ 600mm HORIZ. & 500mm VERTICAL
MINIMUM 900mm HIGH FOR STAIRS
SLAB IF MORE THAN 600mm ABOVEARE REQUIRED AROUND CONCRETE
MASONRY TIES
GROUND LEVEL, PROVIDE
CORROSION RESISTANT METAL TIES
WHEN BRICK FACING IS USED ABOVE
GRADE & ON BOTH SIDES OF STAIRS
COVER TO REINFORCING BARSPROVIDE MIN. 30mm CLEAR CONCRETE
1. EXTERIOR STAIRS
125mm - 200mm RISE
EXISTINGWALL
TEMP. STEEL
10M @ 200mm O.C.
75mm BEARINGFOR SLAB
10M @ 200mm O.C.
BOTTOM REINF.
FOUNDATION WALL
NOSING REINF.W/ 10M BARS
UN
DIS
TU
RB
ED
SO
IL1
20
0m
m M
IN. T
O
200mm CONCRETE BLOCKOR POURED CONCRETE
MASONRY EXTERIORFACING, FILL SPACE
BETWEEN WALL &FACING W/ MORTAR &PROVIDE METAL TIES
SEE NOTE '4'
100mmx400mm POUREDCONCRETE FOOTING
6. CONCRETE
MINIMUM CONCRETE STRENGTH SHALL BE32Mpa W/ 5%-8% AIR ENTRAINMENT
SE
E N
OT
E '6
'C
ON
CR
ET
E
HANDRAIL
GUARD &
75mm DEEP POCKETS FORCONCRETE SLAB SUPPORT
(REMOVE EVERY 2NDPAIR OF FACE BRICKS)
CONNECT EXISTINGWEEPING TILE TO NEW
TIE NEW CONCRETE TOEXISTING W/ 1-10M RODS200mm LONG, 100mm INTO
WALL EVERY OTHER COURSE
BOTTOM REINF.
10M @ 200mm O.C.
10M @ 200mm O.C.TEMP. STEEL
NOSING REINF.W/ 10M BARS
SLAB REINFORCEMENT IFUSED AS COLD CELLAR
10M DOWELS
@ 600mm O.C.600x600mm
SEE NOTE 3.GUARDS
210mm - 355mm RUN
235mm - 355mm TREAD
HANDRAILS
ARE REQUIRED WHERE STEPS HAVE MORE THAN
3 RISERS. HANDRAIL HEIGHT 800mm - 965mm
2.
STEPS ARE TO BE UNIFORMTHROUGHOUT FLIGHT
0.76mm THICK & 22mm WIDE
FINISH GRADE ABOVE BASEMENT FLOOR
- MAX. HEIGHT 1200mm
- MAX. HEIGHT 2200mm
UNIT MASONRY THICKNESS 190mmUNIT MASONRY THICKNESS 240mm - MAX. HEIGHT 1800mmUNIT MASONRY THICKNESS 290mm
5.
THICKNESS OF UNREINFORCED FOUNDATION WALLS LATERALLYSUPPORTED AT THE TOP ARE DEPENDANT UPON HEIGHT OF
FOUNDATION WALLS
100mm COMPACTED
CRUSHED STONE
75mm CONCRETE
FLOOR SLAB
INSULATION IS USED
FINISH IF FOAMPROVIDE DRYWALL
COVED @ FOOTINGCEMENT PARGING
& 6mm THICKDAMPPROOFING
STONE COVERAGE
100mm DIA. WEEPINGTILE W/ 150mm CRUSHED
SADDLE FOR
ANCHOREDTO SLAB
WOOD POST
& PROVIDE STEEL LINTEL
2L"S 90 x90 x6
EXTERIOR TYPE DOORCUT OPENING FOR NEW
NO. 15 BLDG. PAPER
SIDE 38x89 STRAPPINGAIR BARRIER ON WARM
W/ INTEGRAL VAPOUR/RSI 2.11 INSULATION CONT.
2/3
8x1
84
2/3
8x1
84
38x89 RAFTERS & CEIL. JOISTS @400 O.C. (MAX. SPAN 3050mm)
PROTECTED FROM
VENTILATION OPENING
WEATHER & INSECTS
OR 89mm DIA.
ON STEEL SADDLE
STEEL POST (TYP.)
89x89 WOOD POST
250
0m
m M
ax.
ON WOOD FRAMING
@ EXISTING HOUSE
OR SOLID MASONRY
MIN. 89mm BEARING
MAXIMUM 100mm BETWEEN PICKETS AND
NO MEMBER DESIGNED TO FACILITATECLIMBING BETWEEN 140mm & 900mm
GENERAL NOTES
SECTION 'A' SECTION 'B'
UNEX
FOUNDATION PLAN
B
A
GROUND FLOOR PLAN
AREAUNHEATED
TACBOCSTANDARD DETAIL
DWG. No.H01
2007DWG. No.D02
2007
Submission Chart
1 18-08-14 Bldg. Permit
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
As indicated
428 DELORAINE AVENORTH YORK ONTARIO
A04-01DEC 2016
16-146
CheckerARCH
DETAILS
TACBOC-H01 TACBOC-D02
TACBOCSTANDARD DETAIL
FLOOR FINISH
WOOD FLOOR JOISTS W/
OR APPROVED EQUAL ON
VAPOUR BARRIER
15.5mm T&G PLY. SUBFLOOR
CONSTRUCTIONBRICK VENEER
RSI 4.40 BATT INSULATION
SEALANTACOUSTIC
CONSTRUCTION
JOINT COMPOUND
W/ 2 COATS OF12.7mm GYPSUM BOARD
FRAME WALL
PENETRATION W/FLEXIBLE CAULKING
FLEXIBLE
CAULKING
GARAGE SLAB
ON GRADE
CONSTRUCTION
FOUNDATION WALL
12.7mm GYPSUM BOARDW/ 2 COATS OF
JOINT COMPOUND
CEILING CONSTRUCTION
SURFACES W/ ACOUSTIC SEALANT.
PROVIDE 12.7mm DRYWALL W/ MIN. 2 COATS OF JOINT
CAULK BETWEEN GYPSUM BOARD AND OTHER
COMPOUND AT ALL WALLS ADJACENT TO DWELLING.
2.
1.
CAULK ALL PENETRATIONS SUCH AS HOSE BIBS
W/ FLEXIBLE CAULKING.
3.
TIGHT FITTING & WEATHERSTRIPPED & PROVIDEDDOORS BETWEEN GARAGE & DWELLING SHALL BE4.
DIRECTLY INTO A ROOM INTENDED FOR SLEEPING.
W/ A SELF CLOSING DEVICE. DOOR MUST NOT OPEN
GARAGE SLAB SHALL BE SLOPED TO DRAIN OUTDOORS5.
SHEATHING & CAULK W/ FLEXIBLE CAULKING.
ATTIC SPACE CARRY DRYWALL UP TO ROOF
WHERE AN ATTACHED GARAGE IS ADJACENT TO AN6.
FOAM INSULATION IS
POLYURETHANE SPRAYISOCYANURATE OR
RECOMMENDED FOR
ABOVE GARAGES
INSULATING FLOORS
SHALL BE PROVIDED W/ 2 COATS OF A SEALER
BETWEEN THE DWELLING & ATTACHED GARAGEUNIT MASONRY WALLS FORMING THE SEPARATION7.
OR COVERED W/ PLASTER OR GYPSUM BOARD
ON THE GARAGE SIDE.
12.7mm GYPSUM BD.
BARRIERAIR
SEAL HOSE BIB
GASPROOFING NOTES
GARAGE
ATTACHED GARAGES MUST BE COMPLETELYSEALED TO PREVENT THE INFILTRATION OFCARBON MONOXIDE & GASOLINE FUMES INTOTHE DWELLING.
ATTACHED
TACBOCSTANDARD DETAIL
CUT OPENING FOR NEW EXTERIOR TYPE DOOR &
PROVIDE LINTEL
TIE NEW CONCRETE TO EXISTING W/ 1-10M ROD 200mm LONG & MIN.
100mm INTO WALL EVERY OTHER COURSE
WALL INSULATION
RSI 1.41 RIGID INSUL. TO MIN. 600mm BELOW
GRADE
FLOOR DRAIN
NEW GAURD SEE SECTION 'A'
CONNECT NEW WEEPING TILE TO
EXISTING
POURED CONCRETE SLAB & STEPS 32MPa W/ 5%-8%
AIR ENTRAINMET
HANDRAIL
900m
m M
IN.
250
mm
250
mm 900mm MIN.
8R DN
A
B
PLAN
EXTERIOR LIGHT
PROVIDE DEADBOLT @
EXTERIOR DOOR
HANDRAIL W/ 50mm CLEARANCE FROM
WALL
NOSING REINF. W/ 10M BAR
10M @ 300mm O.C. DOWELS
TEMP. STEEL 10M @ 300mm O.C.
100mm WEEPING TILE TO CONNECT TO
EXISTING
UNDERPINNING BEYOND
U/S OF FOOTINGS & STEP FOOTINGS MIN
1200mm BELOW GRADE
150mm
MIN
.
BOTTOM REINFORCING 10M @ 300mm O.C. W/ MIN. 30mm
CONC. COVER
TO
965m
m
600
mm
MIN
.
1200
mm
NO
TE
NO
. 12
GU
AR
D S
EE
BOND BEAM REQUIRED FOR
MASONRY
CONNECT DRAIN TO: -STORM SEWER
-SUMP PIT OR SANITARY SEWER IN BUILDING IF A TRAP & CLEANOUT IS
PROVIDED
100mm WEEPING TILE W/ 150mm STONE COVER
CONNECT TO EXISTING
MASONRY OR POURED CONC.
GRANULAR BACKFILL
150
mm
VA
RIE
S
UN
DIS
TU
RB
ED
SO
IL
1200m
m
MIN
. T
O
DWG. No.B01a
2007
DWG. No.G01i
2007
Submission Chart
1 18-08-14 Bldg. Permit
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
3/4" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A04-03DEC 2016
16-146
CheckerARCH
DETAILS
ESTABLISHED GRADE+98.41
2ND FLOOR+104.35
MAIN FLOOR+101.00
UNDERSIDE OF EAVES+106.18
BASEMENT+97.03
2ND FLOOR CEILING+106.94
TOP OF THE ROOF+108.31
MID OF THE ROOF+107.40
11'-11 1
/4"
9'-11"
8'-6"
4'-0"
3'-0"
1'-6"
7'-0"
1'-0"
7'-11 1
/4"
3
9
18
19
18
18
19
9
8
W3a
W3a
W3a
W3a
W3a
W3a
W3a
W3a
W3a
W3a
P1
W3
F2
5
9
9
9
19
18
8'-6"
1'-0 7
/8"
9'-11"
7'-5 1
/4"
7'-4 1
/8"
4'-7 1
/8"
14'-6 1
/8"
17
10
[No Slope]
18
7
8
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
1/4" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A5-01DEC 2016
16-146
CheckerAuthor
SECTION
Scale: 1/4" = 1'-0"
SEC011
Scale: 1/4" = 1'-0"
SEC022
ESTABLISHED GRADE+98.41
2ND FLOOR+104.35
MAIN FLOOR+101.00
BASEMENT -LOWER LEVEL +97.03
1ST FLOOR +99.60
BASEMENT+97.03
2ND FLOOR CEILING+106.94
TOP OF THE ROOF+108.31
MID OF THE ROOF+107.40
T/ PARAPET WALL+107.91 3
9
9
9
18
19
19
18
19
18
19
18
8
18
1919
8
W3
W2
W2
W1
11'-11 1
/4"
9'-11"
8'-6"
11'-2 7
/16"
10'-6 9
/16"
7'-4 1
/8"
14'-6 1
/8"
9'-11"
8'-6"
Submission Chart
1 19-05-17 Client Review
2
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
3/16" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A5-02DEC 2016
16-146
CheckerAuthor
SECTION
Scale: 3/16" = 1'-0"
SEC031
W1-01a
W1-02a
W1-03a
W1-03b
W1-04a W1-05a
W1-06
W1-07a
W2-01a
W2-02a
W2-03a
W2-03b
W2-04b W2-05
W2-06
W2-07
W2-08b
W0-02W0-03W0-04b
2ND FLOOR+104.35
MAIN FLOOR+101.00
1ST FLOOR +99.60
BASEMENT +97.03
2ND FLOOR CEILING+106.94
2'-0"
6'-0"
3'-0"
2'-0"
6'-0"
6"
1'-10"
6'-0"
3'-0"
3'-8"
9'-0"
6'-0"
3'-6" 2'-6" 7'-0"
9'-0"
2'-5" 7'-8"
7'-8"
5'-2" 2'-6"
5'-0"
W1-03d
W1-03b
W1-03a
W1-01b
W1-03c
W1-01a
W1-03e
W2-03c
W2-03b
W2-03d
W2-03a
W2-03e
W2-01a
W2-01b
8'-0 1
/8"
5'-0"
1'-11 7
/8"
6'-0"
3'-0"
3'-0" 4" 7'-0" 4" 3'-0"
9'-0"
2'-0"
5'-11 1
/2"
6 1
/2"
2'-0"
6'-0"
6"
3'-0" 6'-0"5'-0"
W0-01
W1-07b
W1-07a
W1-06
W2-08b
W2-08cW2-06
Submission Chart
1 19-05-17 Client Review
2 19-06-05 Knee wall
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
As indicated
428 DELORAINE AVENORTH YORK ONTARIO
A6-01DEC 2016
16-146
CheckerAuthor
WINDOW SCHEDULE
Window Schedule
Mark Win Height Win Width Sill Height Comments
BASEMENT
W0-01 3' - 6" 4' - 0" 5' - 0"
W0-02 3' - 6" 3' - 0" 5' - 0"
W0-03 3' - 6" 3' - 0" 5' - 0"
W0-04a 3' - 6" 3' - 0" 5' - 0"
W0-04b 3' - 6" 3' - 0" 5' - 0"
1ST FLOOR
W1-01a 9' - 0" 2' - 6" 0' - 0"
W1-01b 3' - 8" 6' - 0" 9' - 0"
MAIN FLOOR
W1-02a 6' - 0" 1' - 5" 3' - 0"
W1-02b 3' - 0" 1' - 5" 0' - 0"
W1-03a 6' - 0" 2' - 5" 3' - 0"
W1-03b 6' - 0" 7' - 8" 3' - 0"
W1-03c 3' - 0" 2' - 5" 0' - 0"
W1-03d 3' - 0" 7' - 8" 0' - 0"
W1-03e 1' - 10" 7' - 8" 9' - 0" Spandrel Glazing
W1-04a 6' - 0" 2' - 0" 3' - 0"
W1-04b 3' - 0" 2' - 0" 0' - 0"
W1-05a 6' - 0" 2' - 0" 3' - 0"
W1-05b 3' - 0" 2' - 0" 0' - 0"
W1-06 9' - 0" 7' - 0" 0' - 0"
W1-07a 6' - 0" 3' - 0" 3' - 0"
W1-07b 3' - 0" 3' - 0" 0' - 0"
2ND FLOOR
W2-01a 6' - 0" 5' - 0" 2' - 0"
W2-01b 2' - 0" 5' - 0" 0' - 0"
W2-02a 6' - 0" 1' - 10" 2' - 0"
W2-02b 2' - 0" 1' - 10" 0' - 0"
W2-03a 6' - 0" 5' - 2" 2' - 0"
W2-03b 6' - 0" 2' - 6" 2' - 0"
W2-03c 2' - 0" 2' - 6" 0' - 0"
W2-03d 2' - 0" 5' - 2" 0' - 0"
W2-03e 3' - 0" 7' - 8" 8' - 0" Spandrel Glazing
W2-04a 5' - 6" 2' - 0" 1' - 6" C/W FIRE SHUTTER
W2-04b 5' - 6" 4' - 0" 1' - 6" C/W FIRE SHUTTER
W2-05 6' - 0" 1' - 10" 2' - 0"
W2-06 6' - 0" 5' - 0" 2' - 0"
W2-07 6' - 0" 1' - 10" 2' - 0"
W2-08b 6' - 0" 6' - 0" 2' - 0"
W2-08c 6' - 0" 3' - 0" 2' - 0"
W2-05
W0-02
W0-03W0-04aW0-04b
W2-04bW2-04a
W1-05a
W1-05b
W1-04a
W1-04b
W2-02a
W2-02b2ND FLOOR+104.35
MAIN FLOOR+101.00
1ST FLOOR +99.60
BASEMENT +97.03
2ND FLOOR CEILING+106.94
W1-02b
W1-02a
W2-07
2'-0"
6'-0"
6"
1'-10"
3'-0"
6'-0"
1'-5"
Submission Chart
1 19-05-17 Client Review
2 19-06-05 Knee wall
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
1/8" = 1'-0"
428 DELORAINE AVENORTH YORK ONTARIO
A6-02DEC 2016
16-146
CheckerAuthor
WINDOW SCHEDULE
OPENING IN CONC. WALL
TOP OF FOOTING @ 98.93
4" BELOW LOWER
BASEMENT LEVEL
STEPPED FOOTING
HORIZO. STEPS MIN. 2'-0"
VER. STEPS MAX. 2'-0"
AS PER O.B.C., 9.15.3.8
HEIGHT F.W. :
TOTAL 5'-4"
HEIGHT F.W. :
TOTAL 5'-4"
HEIGHT F.W. :
TOTAL 5'-4"
HEIGHT F.W. :
TOTAL 5'-4"
HEIGHT F.W. :
TOTAL 12'-4"
HEIGHT F.W. :
TOTAL 5'-4"
HEIGHT F.W. :
TOTAL 5'-4"
HEIGHT F.W. :
TOTAL 7'-8"
HEIGHT F.W. :
TOTAL 8'-9"
3'-5" STONE LEDGE
HEIGHT F.W. :
TOTAL 5'-4"
HEIGHT F.W. :
TOTAL 6'-9"
1'-5" STONE LEDGE
HEIGHT F.W. :
TOTAL 8'-9"
3'-5" STONE LEDGE
POCKET FOR GARAGE DOOR
HEIGHT F.W. :
TOTAL 5'-4"
HEIGHT F.W. :
TOTAL 5'-4"
6" LEDGE INSIDE GARAGE
HEIGHT F.W. :
TOTAL 5'-4"
6" LEDGE INSIDE GARAGE
TOP OF FOOTING @ 98.93
4" BELOW LOWER
BASEMENT LEVEL
10" 18'-5"
10" 5'-2" 10" 7'-2" 17'-0" 8"
2"
7'-7
"2"
10"
6'-3
"10"
10"
6'-3
"10"
2"
7'-1
1"
11'-0
"8"
2"
8"
12'-0
"
2'-0" 17'-2" 2'-0" 15'-8" 1'-8" 13'-9" 2'-0"
15'-6" 2'-0" 13'-7"
2'-0" 4'-0" 2'-0" 5'-11" 2'-0" 14'-11" 2'-0" 15'-6"
2"
1'-8"
2"
13'-7" 2'-0"
66'-0"
54'-3"
11'-8
"9
'-1"
1'-1
1"
5'-3
"2
'-0"
2'-0
"5
'-2"
2'-0
"9
'-7"
2'-0
"
2'-0
"5
'-9"
1'-8
"9
'-5"
2'-0
"
2'-0
"1
'-7"
2'-0
"2
'-1"
2'-0
"9
'-3"
2'-0
"
20'-1
0"
Footing Dim.
FDN. Wal Dim.
4" 23'-6" 6'-0" 8'-0" 3'-0" 7'-6" 3'-0"
4'-0
"
5'-2" 8'-8"
Submission Chart
1 19-05-17 Client Review
2 19-06-05 Knee wall
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
1 : 75
428 DELORAINE AVENORTH YORK ONTARIO
A6-03DEC 2016
16-146
CheckerAuthor
FOUNDATION PLAN
5'-4
"
5'-4
"
5'-4
"
3'-5
"5
'-4"
1'-5
"5
'-4"
+96.93
+96.73
+98.56
+98.41+98.56
+99.60
+98.56
+98.56
5'-4
"
5'-4
"
5'-4
"
5'-4
"
5'-4
"3
'-5"
5'-4
"1
'-5"
+96.93
+96.73+98.56
+99.60
+98.99
8'-9
"
5'-4
"1
'-5"6
'-9"
7'-8
"
5'-4
"
5'-4
"
5'-4
"
5'-4
"3
'-5"
5'-4
"1
'-5"
5'-4
"
+96.93
+96.73
+98.56
+99.60
5'-4
"
5'-4
"
+96.93
+96.73
3'-5
"5
'-4"
8'-9
"
Submission Chart
1 19-05-17 Client Review
2 19-06-05 Knee wall
3
4
5
6
7
8
9
Project:
No. Date: Issued For: By:
3429 Yonge St., Toronto, ON, M4N 2N1
(+1)647-869-9356 (+1)647-9796879
Drawn:
Checked:
Project No:
Date:
Scale:
Sheet No:
Sheet Title:
All Drawings, Specifications and Related Documents are the property of Hyphen Studio Inc., the copyright in the same being reserved to them.Reproduction of Drawings, Specifications and Related Documents in part or whole is not permitted without the written permission of Hyphen Studio Inc.This drawing must not be scaled.The contractor is to verify dimensions and data noted herein with conditions on the site and is held responsible for reporting any discrepancy to Hyphen Studio Inc., for adjustment.This drawing is not to be used for Construction purpose until signed and sealed by the Architect.
428 DELORAINE AVENORTH YORK ONTARIO
A6-04DEC 2016
16-146
CheckerAuthor
FOUNDATION WALL
ALL DIMENSIONS ARE
TO TOP OF SILL PLATE