428 deloraine ave. · 1.07 side setback 3'-6" 5.94 building width 19'-6" 0.61...

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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

[email protected]

(+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.)

[email protected]

Typewritten text

6/27 - Basement changed to knee walls

Submission Chart

1 18-08-14 Bldg. Permit

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[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:



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


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1/2" = 1'-0"


A0-00bDEC 2016

16-146

CheckerAuthor

WALL LEGENED

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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


2

3

4

5

6

7

8

9

Project:



[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:


As indicated


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


2 19-06-05 Knee wall

3

4

5

6

7

8

9

Project:



[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:


3/16" = 1'-0"


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


2

3

4

5

6

7

8

9

Project:



[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:


3/16" = 1'-0"


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


2

3

4

5

6

7

8

9

Project:



[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:


3/16" = 1'-0"


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


2

3

4

5

6

7

8

9

Project:



[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:


3/16" = 1'-0"


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 GLAZING AREA: 213 ft²


TOTAL GLAZING AREA: 212 ft²


TOTAL GLAZING AREA: 34 ft²(2.3%)

Submission Chart


2

3

4

5

6

7

8

9

Project:



[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:


As indicated


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


2

3

4

5

6

7

8

9

Project:



[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:


3/16" = 1'-0"


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


MAIN FLOOR+101.00


1ST FLOOR +99.60

BASEMENT +97.03


TOP OF EAVES+106.48

CENTERLINE OF ROAD +97.73



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"


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


2

3

4

5

6

7

8

9

Project:



[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:


3/16" = 1'-0"


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


MAIN FLOOR+101.00


1ST FLOOR+99.60

BASEMENT+97.03


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



16.15

53'-0"

4.79

15'-8 1/2" (30% of the length)

0.25

10"

15.7

51'-6"

0.2

8"


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


2

3

4

5

6

7

8

9

Project:



[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:


1/8" = 1'-0"


A2-03DEC 2016

16-146

SIDE ELEVATION

(EAST)

Scale: 1/8" = 1'-0"A2-03

EAST ELEVATION(SIDE)1


2ND FLOOR+104.35


MAIN FLOOR+101.00


1ST FLOOR+99.60

BASEMENT+97.03


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



16.15

53'-0"

0.25

10"

15.7

51'-6"

0.2

8"


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


2

3

4

5

6

7

8

9

Project:



[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

Sheet No:

Sheet Title:


1/8" = 1'-0"


A2-04DEC 2016

16-146

SIDE ELEVATION

(WEST)

Scale: 1/8" = 1'-0"A2-04

WEST ELEVATION (SIDE)1

Submission Chart


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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


ABOVE THE WATER TANK IF APPLICABLE.

HORIZONTALLY ON WALL APPROXIMATELY850mm ABOVE FINISHED FLOOR


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


DWG. No.H01

2007DWG. No.D02

2007

Submission Chart


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[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

Checked:

Project No:

Date:

Scale:

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As indicated


A04-01DEC 2016

16-146

CheckerARCH

DETAILS

TACBOC-H01 TACBOC-D02


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


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


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[email protected]

(+1)647-869-9356 (+1)647-9796879

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Project No:

Date:

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Sheet Title:


3/4" = 1'-0"


A04-03DEC 2016

16-146

CheckerARCH

DETAILS


2ND FLOOR+104.35

MAIN FLOOR+101.00


BASEMENT+97.03




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


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[email protected]

(+1)647-869-9356 (+1)647-9796879

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Date:

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Sheet Title:


1/4" = 1'-0"


A5-01DEC 2016

16-146

CheckerAuthor

SECTION

Scale: 1/4" = 1'-0"

SEC011

Scale: 1/4" = 1'-0"

SEC022


2ND FLOOR+104.35

MAIN FLOOR+101.00

BASEMENT -LOWER LEVEL +97.03

1ST FLOOR +99.60

BASEMENT+97.03




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


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[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

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Project No:

Date:

Scale:

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Sheet Title:


3/16" = 1'-0"


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


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



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[email protected]

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Project No:

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As indicated


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


W1-02b

W1-02a

W2-07

2'-0"

6'-0"

6"

1'-10"

3'-0"

6'-0"

1'-5"

Submission Chart



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[email protected]

(+1)647-869-9356 (+1)647-9796879

Drawn:

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Project No:

Date:

Scale:

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Sheet Title:


1/8" = 1'-0"


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



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[email protected]

(+1)647-869-9356 (+1)647-9796879

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Scale:

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1 : 75


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



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[email protected]

(+1)647-869-9356 (+1)647-9796879

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Date:

Scale:

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Sheet Title:



A6-04DEC 2016

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CheckerAuthor

FOUNDATION WALL

ALL DIMENSIONS ARE

TO TOP OF SILL PLATE