PRE-FINISHED WOOD SIDING ON 1" STRAPPING ON TYVEK MOISTURE BARRIER ON 1

2 " OSB SHEATHING TO WOOD STUD WALL w/ R24 BATT INSULATION 6mm POLY. VAPOR BARRIER 1

2 " DRYWALL w/ TAPED JOINTS PAINTED FINISH INTERNALLY

6" ALUMINIUM FASCIA TO 2"x 6" WOOD FASCIA BOARD

VENTED ALUMINIUM SOFFIT

6" PREFINISHED WOOD TRIM BELOW EAVES

ICE & WATER SHIELD MEMBRANE EXTENDS FROM EAVES TO MIN 3' INSIDE LINE OF EXTERNAL WALL

#235 ASPHALT SHINGLE ROOF ON 1

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

OPAQUE WINDOW

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 THE SAME CHARACTER AS THOSE NOTED FOR SIMILAR CONDITIONS.

ALL DIMENSIONS AND INFORMATION SHOWN ON THESE DRAWINGS MUST BE CHECKED AND VERIFIED ON SITE PRIOR TO CONSTRUCTION AND FABRICATION OF ITS COMPONENTS. SHOULD EXISTING CONDITIONS OR SERVICES BE FOUND TO VARY FROM THOSE INDICATED ON THE ARCHITECTURAL DRAWINGS, THE DESIGN OFFICE MUST BE NOTIFIED IMMEDIATELY.

UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, NO PROVISION HAS BEEN MADE ON THE DRAWINGS FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY BRACING AND SHORING REQUIRED FOR STRESS AND INSTABILITY OCCURRING FROM ANY CAUSE DURING CONSTRUCTION. THE CONTRACTOR SHALL ACCEPT RESPONSIBILITY FOR ALL SUCH MEASURES. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY BRACING, SHORING, SHEET PILING OR OTHER TEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING OR ADJACENT STRUCTURES AFFECTED BY THIS WORK.

DO NOT SCALE DRAWINGS.

THE UNDERSIGNED HAS REVIEWED & TAKES RESPONSIBILITY FOR THIS DESIGN, HAS THE QUALIFICATIONS & MEETS THE REQUIREMENTS SET OUT IN THE ONTARIO BUILDING CODE TO BE A DESIGNER.

QUALIFICATION INFORMATION REQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.5.1 OF THE BUILDING CODE.

Jonathan Sprawson 32490 _______________________________________________________

NAME SIGNATURE BCIN

REGISTRATION INFORMATION REQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.4.1 OF THE BUILDING 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

PROPOSED ELEVATIONS

SB

A - 203

AS NOTED

SB

REAR (EAST) ELEVATION A-203

1

INGLEHART 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

© 24 JULY 2017

C

'17.07.24 SBC SITE PLAN APPROVAL APPLICATION

AutoCAD SHX Text 0

AutoCAD SHX Text 1

AutoCAD SHX Text 2

AutoCAD SHX Text SCALE 1 : 100

AutoCAD SHX Text 4

AutoCAD SHX Text 3

AutoCAD SHX Text 5

AutoCAD SHX Text 6

AutoCAD SHX Text 7

AutoCAD SHX Text METERS

AutoCAD SHX Text 8

AutoCAD SHX Text 9

AutoCAD SHX Text 10

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 SHIELD MEMBRANE EXTENDS FROM EAVES TO MIN 3' INSIDE LINE OF EXTERNAL WALL

6" ALUMINIUM FASCIA TO 2"x 6" WOOD FASCIA BOARD

VENTED ALUMINIUM SOFFIT

6" PREFINISHED WOOD TRIM BELOW EAVES

#235 ASPHALT SHINGLE ROOF ON 1

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

6" PREFINISHED WOOD TRIM

ICE & WATER SHIELD MEMBRANE EXTENDS FROM EAVES TO MIN 3' INSIDE LINE OF EXTERNAL WALL

PRE-FINISHED WOOD SIDING ON 1" STRAPPING ON TYVEK MOISTURE BARRIER ON 1

2 " OSB SHEATHING TO WOOD STUD WALL w/ R24 BATT INSULATION 6mm POLY. VAPOR BARRIER 1

2 " DRYWALL w/ TAPED JOINTS , PAINTED FINISH INTERNALLY

#235 ASPHALT SHINGLE ROOF ON 1

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

GENERAL NOTES

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

ALL DIMENSIONS AND INFORMATION SHOWN ON THESE DRAWINGS MUST BE CHECKED AND VERIFIED ON SITE PRIOR TO CONSTRUCTION AND FABRICATION OF ITS COMPONENTS. SHOULD EXISTING CONDITIONS OR SERVICES BE FOUND TO VARY FROM THOSE INDICATED ON THE ARCHITECTURAL DRAWINGS, THE DESIGN OFFICE MUST BE NOTIFIED IMMEDIATELY.

UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, NO PROVISION HAS BEEN MADE ON THE DRAWINGS FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY BRACING AND SHORING REQUIRED FOR STRESS AND INSTABILITY OCCURRING FROM ANY CAUSE DURING CONSTRUCTION. THE CONTRACTOR SHALL ACCEPT RESPONSIBILITY FOR ALL SUCH MEASURES. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY BRACING, SHORING, SHEET PILING OR OTHER TEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING OR ADJACENT STRUCTURES AFFECTED BY THIS WORK.

DO NOT SCALE DRAWINGS.

THE UNDERSIGNED HAS REVIEWED & TAKES RESPONSIBILITY FOR THIS DESIGN, HAS THE QUALIFICATIONS & MEETS THE REQUIREMENTS SET OUT IN THE ONTARIO BUILDING CODE TO BE A DESIGNER.

QUALIFICATION INFORMATION REQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.5.1 OF THE BUILDING CODE.

Jonathan Sprawson 32490 _______________________________________________________

NAME SIGNATURE BCIN

REGISTRATION INFORMATION REQUIRED UNLESS DESIGN IS EXEMPT UNDER 2.17.4.1 OF THE BUILDING 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

PROPOSED ELEVATIONS

SB

A - 204

AS NOTED

SB

SIDE (NORTH) ELEVATION A-204

1 INGLEHART 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

AutoCAD SHX Text 0

AutoCAD SHX Text 1

AutoCAD SHX Text 2

AutoCAD SHX Text SCALE 1 : 100

AutoCAD SHX Text 4

AutoCAD SHX Text 3

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AutoCAD SHX Text 7

AutoCAD SHX Text METERS

AutoCAD SHX Text 8

AutoCAD SHX Text 9

AutoCAD SHX Text 10

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 ft LIMITING DISTANCE: 1. 20 m (1. 20 m ACTUAL DISTANCE)

MAX. ALLOWABLE OPENINGS: 7. 0% = 6. 10 sq m = 65.65 sq ft TOTAL 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 EXTENDS FROM EAVES TO MIN 3' INSIDE LINE OF EXTERNAL WALL

6" ALUMINIUM FASCIA TO 2"x 6" WOOD FASCIA BOARD

VENTED ALUMINIUM SOFFIT

6" PREFINISHED WOOD TRIM BELOW EAVES

#235 ASPHALT SHINGLE ROOF ON 1

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

6" PREFINISHED WOOD TRIM

ICE & WATER SHIELD MEMBRANE EXTENDS FROM EAVES TO MIN 3' INSIDE LINE OF EXTERNAL WALL

PRE-FINISHED WOOD SIDING ON 1" STRAPPING ON TYVEK MOISTURE BARRIER ON 1

2 " OSB SHEATHING TO WOOD STUD WALL w/ R24 BATT INSULATION 6mm POLY. VAPOR BARRIER 1

2 " DRYWALL w/ TAPED JOINTS , PAINTED FINISH INTERNALLY

#235 ASPHALT SHINGLE ROOF ON 1

2" PLYWOOD SHEATHING w/ H-CLIPS ON 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 THE SAME CHARACTER AS THOSE NOTED FOR SIMILAR CONDITIONS.

ALL DIMENSIONS AND INFORMATION SHOWN ON THESE DRAWINGS M