PRE-FINISHED WOOD SIDING ON1" STRAPPING ONTYVEK MOISTURE BARRIER ON1

2 " OSB SHEATHING TOWOOD STUD WALL w/R24 BATT INSULATION6mm POLY. VAPOR BARRIER1

2 " DRYWALL w/ TAPED JOINTSPAINTED FINISH INTERNALLY

6" ALUMINIUM FASCIA TO2"x 6" WOOD FASCIA BOARD

VENTED ALUMINIUM SOFFIT

6" PREFINISHED WOODTRIM BELOW EAVES

ICE & WATER SHIELD MEMBRANEEXTENDS FROM EAVES TO MIN3' INSIDE LINE OF EXTERNAL WALL

#235 ASPHALT SHINGLE ROOF ON1

2" PLYWOOD SHEATHING w/ H-CLIPSON PRE-FABRICATED WOOD TRUSS

OPAQUEWINDOW

FIRST FLOOR LVL + 98 . 630

ESTABLISHED GRADE + 97 . 900

SECOND FLOOR LVL + 101 . 630

BASEMENT LVL + 95 . 650

RIDGE LVL (MAX) + 106 . 920

CEILING LVL (TYP) + 104 . 070

GENERAL NOTES

FEATURES OF CONSTRUCTION NOT FULLY SHOWN ARE TO BE THESAME CHARACTER AS THOSE NOTED FOR SIMILAR CONDITIONS.

ALL DIMENSIONS AND INFORMATION SHOWN ON THESE DRAWINGSMUST BE CHECKED AND VERIFIED ON SITE PRIOR TOCONSTRUCTION AND FABRICATION OF ITS COMPONENTS. SHOULDEXISTING CONDITIONS OR SERVICES BE FOUND TO VARY FROMTHOSE INDICATED ON THE ARCHITECTURAL DRAWINGS, THEDESIGN OFFICE MUST BE NOTIFIED IMMEDIATELY.

UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, NOPROVISION HAS BEEN MADE ON THE DRAWINGS FOR CONDITIONSOCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TOPROVIDE ALL NECESSARY BRACING AND SHORING REQUIRED FORSTRESS AND INSTABILITY OCCURRING FROM ANY CAUSE DURINGCONSTRUCTION. THE CONTRACTOR SHALL ACCEPTRESPONSIBILITY FOR ALL SUCH MEASURES. IT SHALL ALSO BE THERESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALLNECESSARY BRACING, SHORING, SHEET PILING OR OTHERTEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING ORADJACENT STRUCTURES AFFECTED BY THIS WORK.

DO NOT SCALE DRAWINGS.

THE UNDERSIGNED HAS REVIEWED & TAKES RESPONSIBILITY FOR THISDESIGN, HAS THE QUALIFICATIONS & MEETS THE REQUIREMENTS SETOUT IN THE ONTARIO BUILDING CODE TO BE A DESIGNER.

QUALIFICATION INFORMATIONREQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.5.1 OF THEBUILDING CODE.

Jonathan Sprawson 32490_______________________________________________________

NAME SIGNATURE BCIN

REGISTRATION INFORMATIONREQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.4.1 OF THEBUILDING CODE.

Design Quorum Inc. 35234_______________________________________________________

FIRM NAME BCIN

REV NO. DESCRIPTION DATE BY

DRAWING NO. REV

DRAWN BY CHECKED BY CLIENT APPROVAL

DRAWING TITLE

DATE SCALE

STATUS

PROJECT TITLE

CLIENT

PROPOSEDELEVATIONS

SB

A - 203

AS NOTED

SB

REAR (EAST) ELEVATIONA-203

1

INGLEHART RESIDENCE407 INGLEHART ST S,OAKVILLE, ONTARIO

SPRAWSON REALTY LTD.

JS INCORPORATED

SB- '16.09.30COMMITTEE OF ADJUSTMENT APPLICATION

SITE PLAN APPROVAL

'16.11.23 SBA PRE-CONSULTATION MEETING REQUEST

'17.05.25 SBB REVISIONS FOLLOWING PRE-CONSULTATIONMEETING 2017.01.25

PROPOSED - No. 407

© 24 JULY 2017

C

'17.07.24 SBC SITE PLAN APPROVAL APPLICATION

FIRST FLOOR LVL + 98 . 630

ESTABLISHED GRADE + 97 . 900

SECOND FLOOR LVL + 101 . 630

BASEMENT LVL + 95 . 650

RIDGE LVL (MAX) + 106 . 920

CEILING LVL (TYP) + 104 . 070

CA B

ESTABLISHED GRADE + 97 . 900

RIDGE LEVEL + 101 . 900

EAVES LEVEL + 100 . 380

RIDGE LEVEL + 101 . 540

ICE & WATER SHIELDMEMBRANE EXTENDSFROM EAVES TO MIN3' INSIDE LINE OF EXTERNAL WALL

6" ALUMINIUM FASCIA TO2"x 6" WOOD FASCIA BOARD

VENTED ALUMINIUM SOFFIT

6" PREFINISHED WOODTRIM BELOW EAVES

#235 ASPHALT SHINGLE ROOF ON1

2" PLYWOOD SHEATHING w/ H-CLIPSON PRE-FABRICATED WOOD TRUSS

6" PREFINISHED WOOD TRIM

ICE & WATER SHIELD MEMBRANE EXTENDSFROM EAVES TO MIN3' INSIDE LINE OF EXTERNAL WALL

PRE-FINISHED WOOD SIDING ON1" STRAPPING ONTYVEK MOISTURE BARRIER ON1

2 " OSB SHEATHING TOWOOD STUD WALL w/R24 BATT INSULATION6mm POLY. VAPOR BARRIER1

2 " DRYWALL w/ TAPED JOINTS ,PAINTED FINISH INTERNALLY

#235 ASPHALT SHINGLE ROOF ON1

2" PLYWOOD SHEATHING w/ H-CLIPSON PRE-FABRICATED WOOD TRUSS

GENERAL NOTES

FEATURES OF CONSTRUCTION NOT FULLY SHOWN ARE TO BE THESAME CHARACTER AS THOSE NOTED FOR SIMILAR CONDITIONS.

ALL DIMENSIONS AND INFORMATION SHOWN ON THESE DRAWINGSMUST BE CHECKED AND VERIFIED ON SITE PRIOR TOCONSTRUCTION AND FABRICATION OF ITS COMPONENTS. SHOULDEXISTING CONDITIONS OR SERVICES BE FOUND TO VARY FROMTHOSE INDICATED ON THE ARCHITECTURAL DRAWINGS, THEDESIGN OFFICE MUST BE NOTIFIED IMMEDIATELY.

UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, NOPROVISION HAS BEEN MADE ON THE DRAWINGS FOR CONDITIONSOCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TOPROVIDE ALL NECESSARY BRACING AND SHORING REQUIRED FORSTRESS AND INSTABILITY OCCURRING FROM ANY CAUSE DURINGCONSTRUCTION. THE CONTRACTOR SHALL ACCEPTRESPONSIBILITY FOR ALL SUCH MEASURES. IT SHALL ALSO BE THERESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALLNECESSARY BRACING, SHORING, SHEET PILING OR OTHERTEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING ORADJACENT STRUCTURES AFFECTED BY THIS WORK.

DO NOT SCALE DRAWINGS.

THE UNDERSIGNED HAS REVIEWED & TAKES RESPONSIBILITY FOR THISDESIGN, HAS THE QUALIFICATIONS & MEETS THE REQUIREMENTS SETOUT IN THE ONTARIO BUILDING CODE TO BE A DESIGNER.

QUALIFICATION INFORMATIONREQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.5.1 OF THEBUILDING CODE.

Jonathan Sprawson 32490_______________________________________________________

NAME SIGNATURE BCIN

REGISTRATION INFORMATIONREQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.4.1 OF THEBUILDING CODE.

Design Quorum Inc. 35234_______________________________________________________

FIRM NAME BCIN

REV NO. DESCRIPTION DATE BY

DRAWING NO. REV

DRAWN BY CHECKED BY CLIENT APPROVAL

DRAWING TITLE

DATE SCALE

STATUS

PROJECT TITLE

CLIENT

PROPOSEDELEVATIONS

SB

A - 204

AS NOTED

SB

SIDE (NORTH) ELEVATIONA-204

1INGLEHART RESIDENCE

407 INGLEHART ST S,OAKVILLE, ONTARIO

SPRAWSON REALTY LTD.

JS INCORPORATED

SB-

PROPOSED - No. 407

'16.09.30COMMITTEE OF ADJUSTMENT APPLICATION

SITE PLAN APPROVAL

'16.11.23 SBA PRE-CONSULTATION MEETING REQUEST

'17.05.25 SBB REVISIONS FOLLOWING PRE-CONSULTATIONMEETING 2017.01.25

'17.06.13 SBC GARAGE HEIGHT ADJUSTED

© 24 JULY 2017

C

'17.07.24 SBD SITE PLAN APPROVAL APPLICATION

FIRST FLOOR LVL + 98 . 630

ESTABLISHED GRADE + 97 . 900

SECOND FLOOR LVL + 101 . 630

BASEMENT LVL + 95 . 650

RIDGE LVL (MAX) + 106 . 920

CEILING LVL (TYP) + 104 . 070

C AB

UNPROTECTED OPENINGS CALCULATION AS PER O.B.C. 2012; 9.10.14

WALL AREA: 87.15 sq m = 938.08 sq ftLIMITING DISTANCE: 1. 20 m (1. 20 m ACTUAL DISTANCE)

MAX. ALLOWABLE OPENINGS: 7. 0% = 6. 10 sq m = 65.65 sq ftTOTAL OPENINGS PROVIDED: 3. 60% = 3. 145sq m = 33.85 sq ft

ESTABLISHED GRADE + 97 . 900

RIDGE LEVEL + 101 . 900

EAVES LEVEL + 100 . 380

RIDGE LEVEL + 101 . 540

ICE & WATER SHIELD MEMBRANE EXTENDSFROM EAVES TO MIN3' INSIDE LINE OF EXTERNAL WALL

6" ALUMINIUM FASCIA TO2"x 6" WOOD FASCIA BOARD

VENTED ALUMINIUM SOFFIT

6" PREFINISHED WOODTRIM BELOW EAVES

#235 ASPHALT SHINGLE ROOF ON1

2" PLYWOOD SHEATHING w/ H-CLIPSON PRE-FABRICATED WOOD TRUSS

6" PREFINISHED WOOD TRIM

ICE & WATER SHIELD MEMBRANE EXTENDSFROM EAVES TO MIN3' INSIDE LINE OF EXTERNAL WALL

PRE-FINISHED WOOD SIDING ON1" STRAPPING ONTYVEK MOISTURE BARRIER ON1

2 " OSB SHEATHING TOWOOD STUD WALL w/R24 BATT INSULATION6mm POLY. VAPOR BARRIER1

2 " DRYWALL w/ TAPED JOINTS ,PAINTED FINISH INTERNALLY

#235 ASPHALT SHINGLE ROOF ON1

2" PLYWOOD SHEATHING w/ H-CLIPSON PRE-FABRICATED WOOD TRUSS

ESTABLISHED GRADE + 97 . 900

RIDGE LEVEL + 101 . 900

EAVES LEVEL + 100 . 380

RIDGE LEVEL + 101 . 540

ESTABLISHED GRADE + 97 . 900

RIDGE LEVEL + 101 . 900

EAVES LEVEL + 100 . 380

RIDGE LEVEL + 101 . 540

GENERAL NOTES

FEATURES OF CONSTRUCTION NOT FULLY SHOWN ARE TO BE THESAME CHARACTER AS THOSE NOTED FOR SIMILAR CONDITIONS.

ALL DIMENSIONS AND INFORMATION SHOWN ON THESE DRAWINGSMUST BE CHECKED AND VERIFIED ON SITE PRIOR TOCONSTRUCTION AND FABRICATION OF ITS COMPONENTS. SHOULDEXISTING CONDITIONS OR SERVICES BE FOUND TO VARY FROMTHOSE INDICATED ON THE ARCHITECTURAL DRAWINGS, THEDESIGN OFFICE MUST BE NOTIFIED IMMEDIATELY.

UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, NOPROVISION HAS BEEN MADE ON THE DRAWINGS FOR CONDITIONSOCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TOPROVIDE ALL NECESSARY BRACING AND SHORING REQUIRED FORSTRESS AND INSTABILITY OCCURRING FROM ANY CAUSE DURINGCONSTRUCTION. THE CONTRACTOR SHALL ACCEPTRESPONSIBILITY FOR ALL SUCH MEASURES. IT SHALL ALSO BE THERESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALLNECESSARY BRACING, SHORING, SHEET PILING OR OTHERTEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING ORADJACENT STRUCTURES AFFECTED BY THIS WORK.

DO NOT SCALE DRAWINGS.

THE UNDERSIGNED HAS REVIEWED & TAKES RESPONSIBILITY FOR THISDESIGN, HAS THE QUALIFICATIONS & MEETS THE REQUIREMENTS SETOUT IN THE ONTARIO BUILDING CODE TO BE A DESIGNER.

QUALIFICATION INFORMATIONREQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.5.1 OF THEBUILDING CODE.

Jonathan Sprawson 32490_______________________________________________________

NAME SIGNATURE BCIN

REGISTRATION INFORMATIONREQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.4.1 OF THEBUILDING CODE.

Design Quorum Inc. 35234_______________________________________________________

FIRM NAME BCIN

REV NO. DESCRIPTION DATE BY

DRAWING NO. REV

DRAWN BY CHECKED BY CLIENT APPROVAL

DRAWING TITLE

DATE SCALE

STATUS

PROJECT TITLE

CLIENT

PROPOSEDELEVATIONS

SB

A - 202

AS NOTED

SB

SIDE (SOUTH) ELEVATIONINGLEHART RESIDENCE

407 INGLEHART ST S,OAKVILLE, ONTARIO

SPRAWSON REALTY LTD.

JS INCORPORATED

SB- '16.09.30COMMITTEE OF ADJUSTMENT APPLICATION

SITE PLAN APPROVAL

'16.11.23 SBA PRE-CONSULTATION MEETING REQUEST

'17.05.25 SBB REVISIONS FOLLOWING PRE-CONSULTATIONMEETING 2017.01.25

GARAGE (EAST) ELEVATIONGARAGE (WEST) ELEVATIONA-202

1A-202

2

3A-202

PROPOSED - No. 407 PROPOSED - No. 407

PROPOSED - No. 407

'17.06.13 SBC GARAGE HEIGHT ADJUSTED

© 24 JULY 2017

D

'17.07.24 SBD SITE PLAN APPROVAL APPLICATION

FIRST FLOOR LVL + 98 . 630

ESTABLISHED GRADE + 97 . 900

SECOND FLOOR LVL + 101 . 630

BASEMENT LVL + 95 . 650

RIDGE LVL (MAX) + 106 . 920

CEILING LVL (TYP) + 104 . 070

ES

TABLIS

HE

D G

RAD

E +

97 . 9

00

EAV

ES

LEV

EL

+ 10

0 . 3

80

PRE-FINISHED WOOD SIDING ON1" STRAPPING ONTYVEK MOISTURE BARRIER ON1

2 " OSB SHEATHING TOWOOD STUD WALL w/R24 BATT INSULATION6mm POLY. VAPOR BARRIER1

2 " DRYWALL w/ TAPED JOINTSPAINTED FINISH INTERNALLY

6" ALUMINIUM FASCIA TO2"x 6" WOOD FASCIA BOARD

VENTED ALUMINIUM SOFFIT

6" PREFINISHED WOODTRIM BELOW EAVES

ICE & WATER SHIELD MEMBRANEEXTENDS FROM EAVES TO MIN3' INSIDE LINE OF EXTERNAL WALL

#235 ASPHALT SHINGLE ROOF ON1

2" PLYWOOD SHEATHING w/ H-CLIPSON PRE-FABRICATED WOOD TRUSS

GENERAL NOTES

FEATURES OF CONSTRUCTION NOT FULLY SHOWN ARE TO BE THESAME CHARACTER AS THOSE NOTED FOR SIMILAR CONDITIONS.

ALL DIMENSIONS AND INFORMATION SHOWN ON THESE DRAWINGSMUST BE CHECKED AND VERIFIED ON SITE PRIOR TOCONSTRUCTION AND FABRICATION OF ITS COMPONENTS. SHOULDEXISTING CONDITIONS OR SERVICES BE FOUND TO VARY FROMTHOSE INDICATED ON THE ARCHITECTURAL DRAWINGS, THEDESIGN OFFICE MUST BE NOTIFIED IMMEDIATELY.

UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, NOPROVISION HAS BEEN MADE ON THE DRAWINGS FOR CONDITIONSOCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TOPROVIDE ALL NECESSARY BRACING AND SHORING REQUIRED FORSTRESS AND INSTABILITY OCCURRING FROM ANY CAUSE DURINGCONSTRUCTION. THE CONTRACTOR SHALL ACCEPTRESPONSIBILITY FOR ALL SUCH MEASURES. IT SHALL ALSO BE THERESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALLNECESSARY BRACING, SHORING, SHEET PILING OR OTHERTEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING ORADJACENT STRUCTURES AFFECTED BY THIS WORK.

DO NOT SCALE DRAWINGS.

THE UNDERSIGNED HAS REVIEWED & TAKES RESPONSIBILITY FOR THISDESIGN, HAS THE QUALIFICATIONS & MEETS THE REQUIREMENTS SETOUT IN THE ONTARIO BUILDING CODE TO BE A DESIGNER.

QUALIFICATION INFORMATIONREQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.5.1 OF THEBUILDING CODE.

Jonathan Sprawson 32490_______________________________________________________

NAME SIGNATURE BCIN

REGISTRATION INFORMATIONREQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.4.1 OF THEBUILDING CODE.

Design Quorum Inc. 35234_______________________________________________________

FIRM NAME BCIN

REV NO. DESCRIPTION DATE BY

DRAWING NO. REV

DRAWN BY CHECKED BY CLIENT APPROVAL

DRAWING TITLE

DATE SCALE

STATUS

PROJECT TITLE

CLIENT

PROPOSEDELEVATIONS

SB

A - 201

AS NOTED

SB

FRONT (WEST) ELEVATIONA-201

1INGLEHART RESIDENCE

407 INGLEHART ST S,OAKVILLE, ONTARIO

SPRAWSON REALTY LTD.

JS INCORPORATED

SB- '16.09.30COMMITTEE OF ADJUSTMENT APPLICATION

SITE PLAN APPROVAL

'16.11.23 SBA PRE-CONSULTATION MEETING REQUEST

'17.05.25 SBB REVISIONS FOLLOWING PRE-CONSULTATIONMEETING 2017.01.25

PROPOSED - No. 407

'17.06.13 SBC GARAGE HEIGHT ADJUSTED

© 24 JULY 2017

D

'17.07.24 SBD SITE PLAN APPROVAL APPLICATION