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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
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