2135 Heritage Park Lane - Chysik Project Management...A6.1 BUILDING DETAILS A6.2 BUILDING DETAILS A6.3 BUILDING DETAILS A6.4 BUILDING DETAILS A6.5 BUILDING DETAILS A6.6 WALL SECTIONS

PROJECT TEAM:CLIENT: 0929771 BC LTD.ARCHITECTURAL: ZCORNERSTONE ARCHITECTURELANDSCAPE: M2 LANDSCAPE ARCHITECTURESTRUCTURAL: WEILER SMITH BOWERSMECHANICAL: SRC ENGINEERINGELECTRICAL: SRC ENGINEERINGCIVIL: BINNIE & ASSOCIATES LTD.GEOTECHNICAL: GEOPACIFIC ENGINEERINGFLOOD ANALYSIS: NORTHWEST HYDRAULICS

LEGAL DESCRIPTION:(PENDING PROPERTY CONSOLIDATION)PROPOSED LOT A PLAN BCP_ _ _ _,FORMERLY: LOTS 1 AND 2 PLAN 15921,AND LOTS 27, 28, 31, 32 AND A PLAN 4255,ALL OF BLOCK 4 DISTRICT LOT 791 GROUP 1NEW WESTMINSTER DISTRICT.

DRAWING LIST:A0.0 COVER SHEET

A1.1 SITE PLANA1.2 FD RESPONSE DIAGRAM, DOOR & WIN SCHEDULEA1.3 BUIDING CODE INFORMATIONA1.4 WALL & FLOOR TYPE SCHEDULE

A2.1 PARKING LEVEL PLAN - BUILDINGS 1 & 3A2.2 GROUND FLOOR PLAN - BUILDINGS 1 & 3A2.3 SECOND FLOOR PLAN - BUILDINGS 1 & 3A2.4 THIRD FLOOR PLAN - BUILDINGS 1 & 3A2.5 ROOF PLAN - BUILDINGS 1 & 3A2.6 PARKING LEVEL PLAN - BUILDINGS 2 & 4A2.7 GROUND FLOOR PLAN - BUILDINGS 2 & 4A2.8 SECOND FLOOR PLAN - BUILDINGS 2 & 4A2.9 THIRD FLOOR PLAN - BUILDINGS 2 & 4A2.10 ROOF PLAN - BUILDINGS 2 & 4

A3.1 UNIT PLANS - TOWNHOUSE UNITS ABCA3.2 UNIT PLANS - TOWNHOUSE UNITS DEF

A4.1 ELEVATIONS - BUILDING 1A4.2 ELEVATIONS - BUILDING 2A4.3 ELEVATIONS - BUILDING 3A4.4 ELEVATIONS - BUILDING 4A4.5 BUILDING ELEVATIONS & SECTIONSA4.6 BUILDING ELEVATIONS & SECTIONSA4.7 BUILDING SECTIONS

A6.1 BUILDING DETAILSA6.2 BUILDING DETAILSA6.3 BUILDING DETAILSA6.4 BUILDING DETAILSA6.5 BUILDING DETAILSA6.6 WALL SECTIONS

2135 Heritage Park Lane (previously: 2135 Mount Seymour Parkway)

30 Unit Townhouse Development • District Of North Vancouver, British Columbia

LOCATION PLAN:

101 102103

104105106

107 108 204203

202201205

206 207

308307306

305304303

302301309

402404

405 406401

403

NORTH

Currently 2135 ~ 2167 Mt Seymour Parkway

MOUNT SEYMOUR PARKWAY

RIVE

RSID

E DR

IVE

SEYM

OUR

RIV

ER D

RIVE

DATE: ISSUED FOR BUILDING PERMIT SUBMISSION - OCTOBER 31, 2013

COLORED CONCRETE STRIPE


1

52 3 4

WHEEL STOP

LOW PLANTED AREA

ACCESSIBLESTALL

EL.

27'-6"

EL.

27'-0"

EL.27

'-6"

EL.

27'-6"EL.27'-6"

EL. 27'-6"EL.

27'-6

"EL. 28'-0"

UP r=6 h=6 3/4"

RAM

P DN

RAM

P DN

2.5

M P

ATH

TO F

OLL

OW

CEN

TERL

INE

OF

THE

EXIS

TING

PAT

H (L

ENG

TH T

O B

E DE

TERM

INAT

ED)

TOP OF EXISTING DITCH TOP OF EXISTING DITCH

4M W

IDE

ASPH

ALT

SURF

ACE

IN 6

M R

OW

NEW CULVERT

EXISTINGCULVERT

NEW CULVERT

3'0"

3'0"3'

0"

PLAY AREA

MH

EXISTING CURBEXISTING CURB

EXISTING CURB

EXISTING CURB

NEW CURB

1.8m CYCLING LANE

CONCRETE BARRIER

1.5m PLANTED BUFFER STRIP

2m SIDEWALK & 150mm CURB

6M FRONTAGE ROAD

20' WIDECONCRETE RAMP

RAM

P D

N10

%R

AMP

DN

12.5

%

EL. 3

3'-9"

EL.34.0'

EL.34

'-0"

EL. 32'-9"

EL.32'-6"

EL.

32'-6

"

EL.3

2'-6"

EL. 32'-9" EL.32'-9" EL.32'-9" EL.32'-9" EL.32'-9" EL.32'-8" EL. 32'-11" EL. 33'-1" EL. 33'-4"EL.32'-9"

EL.33'-9"

EL.36'-4"

EL.32'-6" EL.32'-8" EL.32'-10" EL.33'-0" EL.33'-4" EL.33'-7" EL. 33'-11" EL. 34'-7"EL.34'-4" EL. 34'-10" EL.35'-0" EL.35'-6" EL.36'-0"

EL.32'-9"EL.32'-9" EL.33'-8"EL.32'-6"

EL.3

4'-0"

EL. 32'-0"

EL. 31'-6"EL.

31'-6

"

EL. 32'-6"

EL.32'-6"

UP r=3 h=6.7"

UP r=4 h=5 3/4"

UP r=4 h=6 1/2"

UP r=3 h=6.7"

UP r=5 h=6"

UP r=6 h=6.3"

UP r=5 h=7"

UP r=5 h=6.2"

UP r=6 h=7"

UP r=6 h=7"

UP r=7 h=6.3"

UP r=7 h=6.6"

UP r=7 h=6.9"

FIREHYDRANT

FIREHYDRANT

60"X18" CLEAR INSIDEWATER SERVICE CLOSET W/ FD HOSE CONNECTION. 1 PER BUILDING (4 TOTAL).

PROVIDE CONC. SERVICE PAD W/ BROOM FINISH.

OUTDOOR DIESEL GENERATORIN WEATHERPROOF ENCLOSURE.

1800mm MANHOLE W/ 2 - STORM PUMPS. REFER TO CIVIL DRAWINGS.

PROPERTY LINE

PROPERTY LINE

PRO

PERT

Y LI

NE

PROPERTY LINE

PRO

PER

TY L

INE

HERITAGE PARK LANE

MUNICIPAL PARK

MOUNT SEYMOUR PARKWAY

SPIR

IT T

RAIL

BG.32.2'

BG.29.0'

BG.36.4'

BG.33.7'

BG.3

2.9'

BG. 33.9'

BG.33.3'

BG.33.8'

BG.3

3.8'

BG.3

4.3'

BG.3

4.9'

BG.3

5.5'

BG.

29.2'

BG.

30.7'

BG.

31.5'

BG.

31.7'

BG.

33.8'

8'0"

30"

FRID

GE

3'0"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11"

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'4"

W/D

2'6"

2'6"

A

6'0"

x8'0

"

D/W

KITCHEN

DINING

LIVING

W5

W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W3

203

204

200

206

30"

FRID

GE

3'0"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11"

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'4"

W/D

2'6"

2'6"

A

6'0"

x8'0

"

D/W

KITCHEN

DINING

LIVING

W5

W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W3

203

204

200

206

2'4"

2'6"

LIVING

KITCHEN

DINING

3'0"

2'10"

30"

FRID

GE

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11" C

D/W

W5

W5

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3

W3

201

204

UP r=3 h=6.7"

UP r=4 h=5 3/4"

UP r=4 h=6 1/2"

UP r=3 h=6.7"

UP r=5 h=6"

UP r=6 h=6.3"

UP r=5 h=7"

UP r=5 h=6.2"

UP r=6 h=7"

UP r=6 h=7"

UP r=7 h=6.3"

UP r=7 h=6.6"

UP r=7 h=6.9"

2'4"

2'6"

LIVING

KITCHEN

DINING

3'0"

2'10"

30"

FRID

GE

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11" C

D/W

W5

W5

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3

W3

201

204

W/D2'6"

D/W

LIVING

DINING

KITCHEN

POWDER ROOM

DN: 15R@"7 1/4"HEIGHT: 9'0";

T:11"

UP: 16R@"7 1/2"HEIGHT: 10'0";

T:11"E

3'0"

2'6"

30"

FRID

GE

2'0"x2'0"

3'0"

W5

W3

W3

W9

W5

W6

214203

209

UP r=6 h=7 1/2"

UP r=6 h=7 1/2"

UP r=6 h=7 1/2"

UP r=6 h=7 1/2"

UP r=6 h=7 1/2"

UP r=6 h=7 1/2"

UP r=6 h=7 1/2"

UP r=6 h=7.2"

UP r=6 h=6.8"

UP r=6 h=6.3"

UP r=5 h=6.8"

UP r=6 h=7.2"

UP r=6 h=7.2"

UP r=6 h=7 1/2"

UP r=6 h=7 1/2"

2'4"

D/W

30"

FRID

GE

2'6"

W/D

2'6"

DINING

KITC

HEN

LIVING

BATHROOM

CO

ATS

UP

: 16R

@"7

1/2

" H

EIG

HT:

10'

0";

T:11

"

DN

: 15R

@"7

1/4

"H

EIG

HT:

9'0

";T:

11"

D

3'0"

W5

W5

W9

W3

W3

W6

W9

EL.36'-6"

EL.36'-5"203

210210 214

3'0"

2'4"

D/W

LIVING

DINING

KITCHEN

DN

: 15R

@"7

1/4

"H

EIG

HT:

9'0

";T:

11"

UP

: 16R

@"7

1/2

" H

EIG

HT:

10'

0";

T:11

" F

30"

FRID

GE

12" P

ANTR

Y

W5

W5

W3

W6

W32'0"x2'0"

208

204

W/D 2'6"

D/W

LIVING

DINING

KITCHEN

POWDER ROOM

DN: 15R@"7 1/4"HEIGHT: 9'0";

T:11"

UP: 16R@"7 1/2"HEIGHT: 10'0";

T:11" E

3'0"

2'6"

30"

FRID

GE

2'0"x2'0"

3'0"

W5

W3

W3

W9

W5

W6

214203

209

W/D 2'6"

D/W

DINING

KITCHEN

3'0"

30"

FRID

GE

LIVING

POWDER ROOM

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11" E

(END)

2'0"x2'0"

3'0"

2'6"

W3

W3

W4

W6

W6

209

214

203

EL.36'-6"

EL. 36'-5"

W/D2'6"

D/W

LIVING

DINING

KITCHEN

POWDER ROOM

DN: 15R@"7 1/4"HEIGHT: 9'0";

T:11"

UP: 16R@"7 1/2"HEIGHT: 10'0";

T:11"E

3'0"

2'6"

30"

FRID

GE

2'0"x2'0"

3'0"

W5

W3

W3

W9

W5

W6

214203

209

2'4"

D/W

30"

FRID

GE

2'6"

W/D

2'6"

DINING

KITC

HEN

LIVING

BATHROOM

CO

ATS

UP

: 16R

@"7

1/2

" H

EIG

HT:

10'

0";

T:11

"

DN

: 15R

@"7

1/4

"H

EIG

HT:

9'0

";T:

11"

D

3'0"

W5

W5

W9

W3

W3

W6

W9

EL.36'-6"

EL.36'-5"203

210 210

D/W

30"

FRID

GE

KITCHENDINING

LIVING

BATHROOM

UP

: 16R

@"7

1/2

" H

EIG

HT:

10'

0";

T:11

"

DN

: 15R

@"7

1/4

"H

EIG

HT:

9'0

";T:

11"

W/D

D(END)2'

4"

2'6"

2'6"

3'0"

2'0"

x2'0

"

214

210210

203

214

3'0"

2'4"

D/W

LIVING

DINING

KITCHEN

DN

: 15R

@"7

1/4

"H

EIG

HT:

9'0

";T:

11"

UP

: 16R

@"7

1/2

" H

EIG

HT:

10'

0";

T:11

"F

30"

FRID

GE

12" P

ANTR

Y

W5

W5

W3

W6

W3 2'0"x2'0"

208

204 2'0"x2'0"

3'0"

30"

FRID

GE

3'0"

2'6"

W/D2'6"

2'0"

x2'0

"

D/W

LIVING

DINING

KITCHEN

POWDER ROOM

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"E

(END 2)

209

204

21420

721

4

2'4"

D/W

30"

FRID

GE

2'6"

W/D

2'6"

DINING

KITC

HEN

LIVING

BATHROOM

CO

ATS

UP

: 16R

@"7

1/2

" H

EIG

HT:

10'

0";

T:11

"

DN

: 15R

@"7

1/4

"H

EIG

HT:

9'0

";T:

11"

D

3'0"

W5

W5

W9

W3

W3

W6

W9

EL. 36'-6"

EL. 36'-5"203

210 210

2'4"

D/W

30"

FRID

GE

2'6"

W/D

2'6"

DINING

KITC

HEN

LIVING

BATHROOM

CO

ATS

UP

: 16R

@"7

1/2

" H

EIG

HT:

10'

0";

T:11

"

DN

: 15R

@"7

1/4

"H

EIG

HT:

9'0

";T:

11"

D

3'0"

W5

W5

W9

W3

W3

W6

W9

EL.36'-6"

EL.36'-5"203

210210214

3'0"

2'4"

D/W

LIVING

DINING

KITCHEN

DN

: 15R

@"7

1/4

"H

EIG

HT:

9'0

";T:

11"

UP

: 16R

@"7

1/2

" H

EIG

HT:

10'

0";

T:11

" F

30"

FRID

GE

12" P

ANTR

Y

W5

W5

W3

W6

W32'0"x2'0"

208

204

W/D2'6"

D/W

DINING

KITCHEN

3'0"

30"

FRID

GE

LIVING

POWDER ROOM

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"E

(END)

2'0"x2'0"

3'0"

2'6"

W3

W3

W4

W6

W6

209

214

203

EL.36'-6"

EL.36'-5"

W/D 2'6"

D/W

LIVING

DINING

KITCHEN

POWDER ROOM

DN: 15R@"7 1/4"HEIGHT: 9'0";

T:11"

UP: 16R@"7 1/2"HEIGHT: 10'0";

T:11" E

3'0"

2'6"

30"

FRID

GE

2'0"x2'0"

3'0"

W5

W3

W3

W9

W5

W6

214203

209

8'0"

2'6"

2'6"

KITCHEN

2'10"D/W

W/D30

"FR

IDG

E

206

PAN

TRY

2'4"

LIVING

DINING

POW

DER

R

OO

M

3'0"

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

B

W5 W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W6 or W7

EL.36'-6"

EL.36'-5"

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D 30

"FR

IDG

E

206

PAN

TRY

2'4"

LIVING

DINING

POW

DER

R

OO

M

3'0"

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

B

W5W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W6 or W7

EL.36'-6"

EL.36'-5"

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D 30

"FR

IDG

E

206

PAN

TRY

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

2'4"

B(END)

2'0"

x2'0

"

3'0"

LIVING

DINING

POW

DER

R

OO

M

W5W4

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W6 or W7

W4

W4

W3

214

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D30

"FR

IDG

E

206

PAN

TRY

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

2'4"

B(END)

2'0"

x2'0

"

3'0"

LIVING

DINING

POW

DER

R

OO

M

W5 W4

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W6 or W7

W4

W4

W3

214

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D 30

"FR

IDG

E

206

PAN

TRY

2'4"

LIVING

DINING

POW

DER

R

OO

M

3'0"

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

B

W5W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W6 or W7

EL.36'-6"

EL.36'-5"

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D30

"FR

IDG

E

206

PAN

TRY

2'4"

LIVING

DINING

POW

DER

R

OO

M

3'0"

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

B

W5 W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W6 or W7

EL. 36'-6"

EL.36'-5"

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D30

"FR

IDG

E

206

PAN

TRY

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

2'4"

B(END)

2'0"

x2'0

"

3'0"

LIVING

DINING

POW

DER

R

OO

M

W5 W4

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W6 or W7

W4

W4

W3

214

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D 30

"FR

IDG

E

206

PAN

TRY

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

2'4"

B(END)

2'0"

x2'0

"

3'0"

LIVING

DINING

POW

DER

R

OO

M

W5W4

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W6 or W7

W4

W4

W3

214

202

30"

FRID

GE

3'0"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11"

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'4"

W/D

2'6"

2'6"

A

6'0"

x8'0

"

D/W

KITCHEN

DINING

LIVING

W5

W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W3

203

204

200

206

2'4"

2'6"

LIVING

KITCHEN

DINING

3'0"

2'10"

30"

FRID

GE

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11"C

D/W

W5

W5

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3

W3

201

204

30"

FRID

GE

3'0"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11"

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'4"

W/D

2'6"

2'6"

A

6'0"

x8'0

"

D/W

KITCHEN

DINING

LIVING

W5

W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W3

203

204

200

206

2'6"

9R@

6.7"

= 5

'0"

RWLRWLRWLRWL RWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWL

RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL

RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL RWL

RWLRWLRWLRWL RWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWL

RWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWLRWL RWLRWL

ELEC

WAT

ER

4'0

FD

FIREHYDRANT

FIREHYDRANT

GAS

MET

ERS

SEE

MEC

H.

GAS

MET

ERS

SEE

MEC

H.

GAS

MET

ERS

SEE

MEC

H.

WAT

ER

4'0

FD

GAS

MET

ERS

SEE

MEC

H.

WATER

4'0

FD

DNDN

TRELLIS OVERGARBAGE ENCLOSURE

BELOW

ELEC. TRANSFORMER ENCLOSURE BELOW

BRICK VENEER ON WOOD FRAME CONSRUCTION.

BRICK VENEER TO 1'-0" ABOVE FLOOR LEVELW/ 3" RADIUSED PRECAST CONC CAP.(SHOULDICE 224 CAP)

2x2" CONC. PAVER ON PATIO: TEXADA HYDRAPRESSED SLAB - CHARCOAL

FULLY MEMBRANED SERVICE STAIR DOWN TO MECH / ELEC ROOM BELOW

HARDI CEMENT SIDING ON WOOD-FRAME CONSTRUCTION. SEE WALL SCHEDULE.

BRICK VENEER ON WOOD FRAME CONSTRUCTION FOR LOWER PART OF WALL. SEE ELEVATIONS.

WEATHERPROOF FD ANNUNCIATOR PANEL.PROVIDE 6'x6' CONC.PAD.


PROVIDE MIN. 36" CONC. PAD. AROUND.







SMOKE ALARM ACTIVATED STROBE LIGHT AT EACH UNIT ENTRANCE. SEE ELECTRICAL.



1A6.0

1A6.0

1A6.0

4A6.0

4A6.0

4A6.0

4A6.0

1A6.1

2A6.1

3A6.1

5A6.2

5A6.2

9A6.2

9A6.2

8A6.2

7A6.2

2A6.2

6A6.3

7A6.4

8A6.2

8A6.4

8A6.4

8A6.4

8A6.4

8A6.4

7A6.2

7A6.2

7A6.2

1A6.0

1A6.0

2A6.2

2A6.2

2A6.2

7A6.4

7A6.4

7A6.4

7A6.4

4A6.0

4A6.0

8A6.2

8A6.2

8A6.28

A6.2

8A6.2

5A6.2

5A6.2

4A6.04

A6.0

8A6.4

8A6.4

8A6.4

8A6.4

7A6.4

7A6.4

7A6.4

WATER

4'0

FD

31 32 34 36 38 40 41 43 44 46 4733 35 37 39 42 45

1 2 4 6 8 9 21 22 24 26 283 5 7 23 25 27

BD

KM

FH

GC

EJ

NL

A

BD

KM

FH

GC

EJ

NL

A

DA4.5/6

AA4.5/6

CA4.5/6

BA4.5/6

AA4.5/6

CA4.5/6

DA4.5/6

BA4.5/6

1~4A3.3

1~4A3.4

1 2

3 4

Site PlanScale: 1/16" = 1'-0"1

D7

210

202

210

D7

210

202

210

212

214211

204 D7

212

214 211

204D7203 D7

214208

D7

210

202

210

D7

210

202

210

D7

210

202

210

D7

210

202

210

D7

210

202

210

D7

210

202

210

203D7

214 208

212

214211

204 D7 203D7

214 208

203 D7

214208

9

9

10 8

1

5

11

4

4

8

8

2

8

3

12

6

1

40' heightenvelope

12" ~

48"

67'-4 1/4"T.O. ROOF

61'-2 1/4"T.O. ROOF

55'-6"LEVEL 4

36'-6"GROUND FLOOR

27'-6"PARKING LEVEL

46'-6"LEVEL 2

6'-2

"5'

-8 1

/4"

9'-0

"10

'-0"

9'-0

"

39'-1

0 1/

4"

12" ~

48"

67'-4 1/4"T.O. ROOF

61'-2 1/4"T.O. ROOF

55'-6"LEVEL 4

36'-6"GROUND FLOOR

27'-6"PARKING LEVEL

46'-6"LEVEL 2

6'-2

"5'

-8 1

/4"

9'-0

"10

'-0"

9'-0

"

39'-1

0 1/

4"

propertyline

propertyline

1246892122242628

23'-1"22'-11 1/2"15'-6 1/2"14'-7"14'-7"15'-6 1/2"22'-11 1/2"23'-1"33'-1"23'-1"22'-11 1/2"15'-6 1/2"14'-7"15'-6 1/2"22'-11 1/2"23'-1"

357232527152'-4"137'-9"

AA4.5/6

CA4.5/6

DA4.5/6

BA4.5/6

Street Elevtion (Mt Seymour Parkway)Scale: 1/16" = 1'-0"2

Signage to be installed in all Units in parking level:

NO STORAGE OF GOODS DAMAGABLE BY FLOOD WATERS IS PERMITTED EXCEPT ON SHELVING

2135 HERITAGE PARK LANE

30 TOWNHOUSE DEVELOPMENT DISTRICT OF NORTH ANCOUVER

SCALE

REVIEWED

DRAWN

PLOT DATE

DRAWING NO.PROJECT NO.

1308

1/8" (unless noted otherwise)

REVISION0

DRAWING:

REVISION / ISSUE DATE:

PROJECT:

IMPORTANT: Copyright reserved. This design and drawing is the exclusive property of Cornerstone Architecture and cannot be used for any purpose without the written consent of the Architect. This drawing is not to be used for construction until issued for that purpose by the Architect.

Prior to commencement of the Work, the Contactor shall review and verify drawing dimensions, datums and levels to identify all descrepancies between information on this drawing and 1) actual site conditions; and; 2) the remaining Contract Documents. The Contractor shall bring these items to the attention of the Architect for clarification before proceeding with work.

408 - 611 Alexander StreetVancouver, British ColumbiaCanada,V6A 1E1

www.cornerarch.comtel 604 253-8800fax 604 253-8133

cornerstone architecturevancouver, canada

Vectorworks 2013

CONTACT INFORMATION:

SITE PLAN

A1.1

DIMENSION NOTES:1) DIMENSIONS SHOWN ARE GENERALLY TO FACE OF CONCRETE OR SHEATHING, AND TO CENTRE-LINE OF PARTY WALLS OR AS NOTED OTHERWISE.

2) INTERIOR DIMENSIONS ARE TYPICALLY CENTER LINE TO CENTER LINE OF WALL. INSIDE DIMENSIONS NOTED ARE TYPICALLY TO INSIDE FINISH OF WALL FACE.

3) EXTERIOR WALL DIMENSIONS SHOWN ON PLANS - ARE TO FACE OF SHEATHING OR CONCRETE AND CENTERLINE OF DOORS AND WINDOWS, UNLESS NOTED.

4) DOORS IN STUD WALLS TO B E LOCATED 3" FROM ADJACENT WALL TO ROUGH OPENING - TYPICAL.

5) DOOR & WINDOW DIMENSIONS SHOWN - ARE NOMINAL DESIGN DIMENSIONS ONLY. ACTUAL ROUGH OPENINGS REQUIRED MAY BE LARGER, AND VARY DEPENDING ON SUPPLIER'S CLEARANCE REQUIREMENTS.

6) CONTRACTOR MUST CONFIRM AND COORDINATE ALL ON-SITE ROUGH OPENING SIZE REQUIREMENTS FOR ALL SELECTED EQUIPMENT, INCLUDING: DOORS, WINDOWS, BATHTUBS, FIREPLACES, ETC.

FRAMING NOTES:1) APPLY 1 LAYER OF CONTINUOUS GYPSUM BOARD (AS PER WALL TYPE) BEHIND TUBS PRIOR TO INSTALLATION. TILE BACKER BOARD IS TO BE 1/2" DENS-SHIELD GYPSUM BOARD.

2) MAINTAIN SEPARATION BETWEEN WOOD & CONCRETE SURFACES. USE SILL GASKET UNDER BOTTOM PLATE.

3) PROVIDE PLYWOOD SHEATHING (FOR SHEAR WALLS) AS PER STRUCTURAL DRAWINGS.

4) PROVIDE ACOUSTIC CAULKING AROUND BOTTOM OF ALL PARTY WALLS - BOTH SIDES.

5) STRAPPING FOR SIDING TO BE C.C.A. TREATED PLYWOOD.

6) PROVIDE 2X10 SOLID BLOCKING (CENTERED AT 33" ABOVE FLOOR) AT WALLS BEHIND AND ADJACENT TO ALL TOILETS AND BATHS/ SHOWERS.

GENERAL NOTES:1) ALL UNITS TO MEET REQUIREMENTS OF DISTRICT OF NORTH VANCOUVER ACCESSIBILITY GUIDELINES (LEVEL 1 ).

2) ALL GUARDRAILS TO BE 42" HIGH, AND MEET BCBC LATERAL LOAD REQUIREMENTS.

1. ISSUED FOR REVIEW APR 18, 20132. ISSUED FOR DP APPLICATION APR 29, 20133. ISSUED FOR DP RESUBMISSION MAY 31, 20134. ISSUED FOR REZONING RESUBMISSION JULY 16, 20135. ISSUED FOR REZONING RESUBMISSION SEPT 20, 20136. ISSUED FOR BP SUBMISSION OCT 29, 2013

Fri, 2013, Nov 1

NORTH



SCALE

REVIEWED

DRAWN

PLOT DATE


1308


REVISION0

DRAWING:


PROJECT:






Vectorworks 2013


FD RESPONSE DIAGRAM

A1.2

DOOR / WIN SCHEDULE
















Fri, 2013, Nov 1



1

52 3 4

18'-8

3/8

" STA

LL

12'-6 1/2"

WHEEL STOP

LOW PLANTED AREA

ACCESSIBLESTALL

20'-0

"

16'-0

"

EL.

27'-6"

EL.

27'-0"

EL.27

'-6"

EL.

27'-6"EL.27'-6"

EL.27'-6"EL.

27'-6

"EL.28'-0"

UP r=6 h=6 3/4"

RAM

P DN

RAM

P DN

2.5

M P

ATH

TO F

OLL

OW

CEN

TERL

INE

OF

THE

EXIS

TING

PAT

H (L

ENG

TH T

O B

E DE

TERM

INAT

ED)

TOP OF EXISTING DITCH TOP OF EXISTING DITCH

4M W

IDE

ASPH

ALT

SURF

ACE

IN 6

M R

OW

NEW CULVERT

EXISTINGCULVERT

9'-1

0 1/

8"

NEW CULVERT

3'0"

3'0"3'

0"

13'-7 1/4" 168'-1 1/2" 4'-0" 5'-0" 25'-9 3/4" 115'-0 1/2" 4'-5 1/4"

3'-6"

4'-9 1/4"

PLAY AREA

MH

EXISTING CURB EXISTING CURB

EXISTING CURB

NEW CURB

2m SIDEWALK & 150mm CURB

6M FRONTAGE ROAD

20' WIDECONCRETE RAMP

RAM

P D

N10

%R

AMP

DN

12.5

%

EL. 3

3'-9"

EL.34.0'

EL.34

'-0"

EL.32'-9"

EL.32'-6"

EL.

32'-6

"

EL.3

2'-6"

EL. 32'-9" EL. 32'-9" EL. 32'-9" EL.32'-9" EL.32'-9" EL.32'-8" EL. 32'-11" EL. 33'-1" EL. 33'-4"EL.32'-9"

EL. 33'-9"

EL.36'-4"

EL.32'-6" EL.32'-8" EL.32'-10" EL.33'-0" EL.33'-4" EL.33'-7" EL. 33'-11" EL. 34'-7"EL.34'-4" EL.34'-10" EL.35'-0" EL.35'-6" EL.36'-0"

EL.32'-9"EL.32'-9" EL.33'-8"EL. 32'-6"

EL.3

4'-0"

EL.32'-0"

EL. 31'-6"EL.

31'-6

"

EL. 32'-6"

EL.32'-6"

UP r=3 h=6.7"

UP r=4 h=5 3/4"

UP r=4 h=6 1/2"

UP r=3 h=6.7"

UP r=5 h=6"

UP r=6 h=6.3"

UP r=5 h=7"

UP r=5 h=6.2"

UP r=6 h=7"

UP r=6 h=7"

UP r=7 h=6.3"

UP r=7 h=6.6"

UP r=7 h=6.9"

FIREHYDRANT

FIREHYDRANT





PROPERTY LINE

PROPERTY LINE

PRO

PERT

Y LI

NE

PROPERTY LINE

PRO

PER

TY L

INE

HERITAGE PARK LANE

SPIR

IT T

RAIL

BG.32.2'

BG.29.0'

BG.36.4'

BG.33.7'

BG.3

2.9'

BG. 33.9'

BG.33.3'

BG.33.8'

BG.3

3.8'

BG. 3

4.3'

BG.3

4.9'

BG.3

5.5'

BG.

29.2'

BG.

30.7'

BG.

31.5'

BG.

31.7'

BG.

33.8'

153'-1"

WATER

4'0

FD

WATER

4'0

FD

8'0"

30"

FRID

GE

BB

Q

3'0"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11"

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'4"

W/D

2'6"

2'6"

A

6'0"

x8'0

"

D/W

4'-1 1/2" 9'-1 1/2" 2'-3 1/2"

4'-0"

1'-1

1/2

"3'

-0"

4'-2

1/2

"2'

-9 1

/4"

2'-5

"1'-6

3/4

"

KITCHEN

DINING

LIVING

3'-0" 2'-6" TYP. TYP.

10'-7 1/2"

W5

W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W3

3'-0" 4'-0" 2'-0"

7'-0

"3'

-1"

203

204

200

206

30"

FRID

GE

BB

Q

3'0"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11"

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'4"

W/D

2'6"

2'6"

A

6'0"

x8'0

"

D/W

4'-1 1/2"9'-1 1/2"2'-3 1/2"

4'-0"

1'-1

1/2

"3'

-0"

4'-2

1/2

"2'

-9 1

/4"

2'-5

"1'-6

3/4

"

KITCHEN

DINING

LIVING

3'-0"2'-6" TYP. TYP.

10'-7 1/2"

W5

W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W3

3'-0"4'-0"2'-0"

7'-0

"3'

-1"

203

204

200

206

BB

Q

2'4"

2'6"

LIVING

KITCHEN

DINING

3'0"

2'10"

30"

FRID

GE

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11" C

D/W

W5

W5

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3

W3

3'-0"

3'-0

"

7'-0

"

3'-2"

3'-10 1/2" 8'-5" 2'-3 1/2"

2'-1

0"3'

-4"

4'-5

"3'

-6"

3'-0"

201

204

UP r=3 h=6.7"

UP r=4 h=5 3/4"

UP r=4 h=6 1/2"

UP r=3 h=6.7"

UP r=5 h=6"

UP r=6 h=6.3"

UP r=5 h=7"

UP r=5 h=6.2"

UP r=6 h=7"

UP r=6 h=7"

UP r=7 h=6.3"

UP r=7 h=6.6"

UP r=7 h=6.9"

BB

Q

2'4"

2'6"

LIVING

KITCHEN

DINING

3'0"

2'10"

30"

FRID

GE

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11" C

D/W

W5

W5

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3

W3

3'-0"

3'-0

"

7'-0

"

3'-2"

3'-10 1/2" 8'-5" 2'-3 1/2"

2'-1

0"3'

-4"

4'-5

"3'

-6"

3'-0"

201

204

8'0"

2'6"

2'6"

KITCHEN

2'10"D/W

W/D30

"FR

IDG

E

206

4'-8

"

PAN

TRY

2'4"

BB

Q

LIVING

DINING

POW

DER

R

OO

M

3'0"

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

B

W5 W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W6 or W7

3'-0

"3'

-0"

3'-0"

3'-0"

2'-6

"2'

-6"

2'-0

"

6'-7

1/2

"

4'-0 1/2"9'-0"2'-6"

1'-0

"

8"1'-0

"

5'-5

1/2

"

4'-1"4'-3"12'-4"2'-3 1/2"

3'-8 1/2"3'-0"2'-0"

3'-6

"3'

-0"

8'-0"

EL.36'-6"

EL. 36'-5"

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D 30

"FR

IDG

E

206

4'-8

"

PAN

TRY

2'4"

BB

Q

LIVING

DINING

POW

DER

R

OO

M

3'0"

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

B

W5W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W6 or W7

3'-0

"3'

-0"

3'-0"

3'-0"

2'-6

"2'

-6"

2'-0

"

6'-7

1/2

"

4'-0 1/2" 9'-0" 2'-6"

1'-0

"

8"1'-0

"

5'-5

1/2

"

4'-1" 4'-3" 12'-4" 2'-3 1/2"

3'-8 1/2" 3'-0" 2'-0"

3'-6

"3'

-0"

8'-0"

EL.36'-6"

EL.36'-5"

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D 30

"FR

IDG

E

206

PAN

TRY

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

BB

Q

2'4"

B(END)

2'0"

x2'0

"

3'0"

LIVING

DINING

POW

DER

R

OO

M

W5W4

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W6 or W7

W4

W4

W3

214

202

4'-8

"

4'-2 1/2" 4'-3" 12'-4" 2'-3 1/2"

3'-0

"3'

-0"

3'-0"

2'-0

"

6'-8

"

9'-0" 2'-6"

1'-0

"

8"1'-0

"

5'-5

1/2

"

10'-1

1"16

'-11"

2'-0

"

3'-0

"3'

-0"

3'-0"

3'-0"

2'-6

"2'

-6"

3'-8 1/2" 3'-0" 2'-0"

3'-6

"3'

-0"

8'-0"

2'6"

2'6"

KITCHEN

2'10"D/W

W/D30

"FR

IDG

E

206

PAN

TRY

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

BB

Q

2'4"

B(END)

2'0"

x2'0

"

3'0"

LIVING

DINING

POW

DER

R

OO

M

W5 W4

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W6 or W7

W4

W4

W3

214

202

4'-8

"

4'-2 1/2"4'-3"12'-4"2'-3 1/2"

3'-0

"3'

-0"

3'-0"

2'-0

"

6'-8

"

9'-0"2'-6"

1'-0

"

8"1'-0

"

5'-5

1/2

"

10'-1

1"16

'-11"

2'-0

"

3'-0

"3'

-0"

3'-0"

3'-0"

2'-6

"2'

-6"

3'-8 1/2"3'-0"2'-0"

3'-6

"3'

-0"

8'-0"

2'6"

2'6"

KITCHEN

2'10"D/W

W/D 30

"FR

IDG

E

206

4'-8

"

PAN

TRY

2'4"

BB

Q

LIVING

DINING

POW

DER

R

OO

M

3'0"

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

B

W5W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W6 or W7

3'-0

"3'

-0"

3'-0"

3'-0"

2'-6

"2'

-6"

2'-0

"

6'-7

1/2

"

4'-0 1/2" 9'-0" 2'-6"

1'-0

"

8"1'-0

"

5'-5

1/2

"

4'-1" 4'-3" 12'-4" 2'-3 1/2"

3'-8 1/2" 3'-0" 2'-0"

3'-6

"3'

-0"

8'-0"

EL.36'-6"

EL.36'-5"

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D30

"FR

IDG

E

206

4'-8

"

PAN

TRY

2'4"

BB

Q

LIVING

DINING

POW

DER

R

OO

M

3'0"

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

B

W5 W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W6 or W7

3'-0

"3'

-0"

3'-0"

3'-0"

2'-6

"2'

-6"

2'-0

"

6'-7

1/2

"

4'-0 1/2"9'-0"2'-6"

1'-0

"

8"1'-0

"

5'-5

1/2

"

4'-1"4'-3"12'-4"2'-3 1/2"

3'-8 1/2"3'-0"2'-0"

3'-6

"3'

-0"

8'-0"

EL. 36'-6"

EL.36'-5"

202

2'6"

2'6"

KITCHEN

2'10"D/W

W/D30

"FR

IDG

E

206

PAN

TRY

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

BB

Q

2'4"

B(END)

2'0"

x2'0

"

3'0"

LIVING

DINING

POW

DER

R

OO

M

W5 W4

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W6 or W7

W4

W4

W3

214

202

4'-8

"

4'-2 1/2"4'-3"12'-4"2'-3 1/2"

3'-0

"3'

-0"

3'-0"

2'-0

"

6'-8

"

9'-0"2'-6"

1'-0

"

8"1'-0

"

5'-5

1/2

"

10'-1

1"16

'-11"

2'-0

"

3'-0

"3'

-0"

3'-0"

3'-0"

2'-6

"2'

-6"

3'-8 1/2"3'-0"2'-0"

3'-6

"3'

-0"

8'-0"

2'6"

2'6"

KITCHEN

2'10"D/W

W/D 30

"FR

IDG

E

206PA

NTR

Y

DN: 15R@"7 1/4"height: 9'0"; T:11"

UP: 16R@"7 1/2"height: 10'0"; T:11"

BB

Q

2'4"

B(END)

2'0"

x2'0

"

3'0"

LIVING

DINING

POW

DER

R

OO

M

W5W4

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W6 or W7

W4

W4

W321

4

202

4'-8

"

4'-2 1/2" 4'-3" 12'-4" 2'-3 1/2"

3'-0

"3'

-0"

3'-0"

2'-0

"

6'-8

"

9'-0" 2'-6"

1'-0

"

8"1'-0

"

5'-5

1/2

"

10'-1

1"16

'-11"

2'-0

"

3'-0

"3'

-0"

3'-0"

3'-0"

2'-6

"2'

-6"

3'-8 1/2" 3'-0" 2'-0"

3'-6

"3'

-0"

8'-0"

30"

FRID

GE

BB

Q

3'0"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11"

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'4"

W/D

2'6"

2'6"

A

6'0"

x8'0

"

D/W

4'-1 1/2" 9'-1 1/2" 2'-3 1/2"

4'-0"

1'-1

1/2

"3'

-0"

4'-2

1/2

"2'

-9 1

/4"

2'-5

"1'-6

3/4

"

KITCHEN

DINING

LIVING

3'-0" 2'-6" TYP. TYP.

10'-7 1/2"

W5

W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3W3

W3

3'-0" 4'-0" 2'-0"

7'-0

"3'

-1"

203

204

200

206

BB

Q

2'4"

2'6"

LIVING

KITCHEN

DINING

3'0"

2'10"

30"

FRID

GE

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11"C

D/W

W5

W5

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3

W3

3'-0"

3'-0

"

7'-0

"

3'-2"

3'-10 1/2"8'-5"2'-3 1/2"

2'-1

0"3'

-4"

4'-5

"3'

-6"

3'-0"

201

204

EL.36

'-6"

EL. 36'-

6"

EL.36

'-6"

EL. 36'-

6"

EL.36

'-6"

EL.36

'-6"

EL. 36'-

6"

EL. 36'-

6"EL.

36'-6

"EL.

36'-6

"

EL.36

'-6"

EL.36

'-6"

EL.36

'-6"

EL.36

'-6"

EL. 36'-

6"

30"

FRID

GE

BB

Q

3'0"

UP

: 16R

@"7

1/2

" he

ight

: 10'

0"; T

:11"

DN

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'4"

W/D

2'6"

2'6"

A

6'0"

x8'0

"

D/W

4'-1 1/2"9'-1 1/2"2'-3 1/2"

4'-0"

1'-1

1/2

"3'

-0"

4'-2

1/2

"2'

-9 1

/4"

2'-5

"1'-6

3/4

"

KITCHEN

DINING

LIVING

3'-0"2'-6" TYP. TYP.

10'-7 1/2"

W5

W5

W9

W3

(W4

BELO

W W

IND

OW

)

W3

W6

W3 W3

W3

3'-0"4'-0"2'-0"

7'-0

"3'

-1"

203

204

200

206

2'6"

9R@

6.7"

= 5

'0"

ANNUNCIATOR

WAT

ER

4'0

FD

WAT

ER

4'0

FD

FIREHYDRANT

2'10"

3'0"

SMALL CAR STALL

REGULAR CAR STALL

GARAGE

UP: 15R@"7 1/4"height: 9'0"; T:11"

2'10"

3'-10 1/2"

W3

W3

W4D18' O/H ELEC. GARAGE DOOR

8'-0"

D2

2 BINRECYCLING CENTRE

EPARKING LEVEL

3'-0"3'-6 1/2"

3'-0

"

BIKESTORAGE

W5 W10

W4

W2

W2

W5W10

W6

W5

11'-7"11'-4 1/2"

15'-0

1/2

"7'

-0 1

/2"

9'-5

"2'

-0"

4'-2 1/2"4'-0"

4'-2"11'-4 1/2"

EL.27'-4"

EL.27'-6"

EL.27'-6"

EL.27'-2"

2'10"

3'0"

SMALL CAR STALL

REGULAR CAR STALL

GARAGE

UP: 15R@"7 1/4"height: 9'0"; T:11"

2'10"

3'-10 1/2"

W3

W3

W4 D1 8' O/H ELEC. GARAGE DOOR

8'-0"

D2


EPARKING LEVEL

3'-0" 3'-6 1/2"

3'-0

"

BIKESTORAGE

W5W10

W4

W2

W2

W5 W10

W6

W5

11'-7" 11'-4 1/2"

15'-0

1/2

"7'

-0 1

/2"

9'-5

"2'

-0"

4'-2 1/2" 4'-0"

4'-2" 11'-4 1/2"

EL.27'-4"

EL. 27'-6"

EL.27'-6"

EL.27'-2"

2'10

"

SMALL CAR STALL

REGULAR CAR STALL

GARAGE

3'-0"

UP

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'6"

FPARKING LEVEL

8' O/H ELEC. GARAGE DOOR

8'-0"

D2

2'10"

3'-10 1/2"


20'-6

"

W5

W10

W2

W3

W5 EL.27'-6"

EL. 27'-6"

EL. 27'-4"

EL.27'-2"

D1W4a(SIM)

2'10"

5'0"

REGULAR CAR STALL

GARAGE

SMALL CAR STALL

UP

: 15R

@"7

1/4

" he

ight

: 9'0

"; T

:11"

3'-0"

14'-8 1/2"

DPARKING LEVEL

STORAGE SHELVES ABOVE 32''- 6" BIKES BELOW


D3

2'10"

3'-10 1/2"

W3

W3

W4D1


BIKESTORAGE

3'-7 1/2"11'-11"7'-5"

2'-0

"8'

-10

3/8"

10'-6

3/4

"5'

-2 7

/8"

2'-5

"

4'-0"

3'-0"-TYP.

3'-4" 8"

6'-5

"

EL. 27'-6"

EL.27'-6"

EL. 27'-2"

EL.27'-0"

EL.27'-4"

SLO

PE C

ON

CR

ETE

SLO

PE C

ON

CR

ETE

W5

W10

W2

W6

W5

W10

2'10"

5'0"

REGULAR CAR STALL

GARAGE

SMALL CAR STALL

UP

: 15R

@"7

1/4

" he

ight

: 9'0

"; T

:11"

3'-0"

14'-8 1/2"

DPARKING LEVEL



D3

2'10"

3'-10 1/2"

W3

W3

W4 D1


BIKESTORAGE

3'-7 1/2" 11'-11" 7'-5"

2'-0

"8'

-10

3/8"

10'-6

3/4

"5'

-2 7

/8"

2'-5

"

4'-0"

3'-0"-TYP.

3'-4"8"

6'-5

"

EL.27'-6"

EL.27'-6"

EL.27'-2"

EL.27'-0"

EL.27'-4"

SLO

PE C

ON

CR

ETE

SLO

PE C

ON

CR

ETE

W5

W10

W2

W6

W5

W102'

10"

SMALL CAR STALL

REGULAR CAR STALL

GARAGE

3'-0"

UP

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'6"

FPARKING LEVEL


8'-0"

D2

2'10"

3'-10 1/2"


20'-6

"

W5

W10

W2

W3

W5EL.27'-6"

EL.27'-6"

EL.27'-4"

EL.27'-2"

D1W4a(SIM)

EL.27'-6"

EL. 27'-6"

EL. 27'-6"

EL. 27'-6"

EL. 27'-6"

EL. 27'-6"

EL.27'-6"

EL.27'-6"

EL. 27'-6"

2'10"

5'0"

REGULAR CAR STALL

GARAGE

SMALL CAR STALL

UP

: 15R

@"7

1/4

" he

ight

: 9'0

"; T

:11"

3'-0"

14'-8 1/2"

DPARKING LEVEL



D3

2'10"

3'-10 1/2"

W3

W3

W4 D1


BIKESTORAGE

3'-7 1/2" 11'-11" 7'-5"

2'-0

"8'

-10

3/8"

10'-6

3/4

"5'

-2 7

/8"

2'-5

"

4'-0"

3'-0"-TYP.

3'-4"8"

6'-5

"EL.27'-6"

EL.27'-6"

EL.27'-2"

EL.27'-0"

EL.27'-4"

SLO

PE C

ON

CR

ETE

SLO

PE C

ON

CR

ETE

W5

W10

W2

W6

W5

W10

2'10"

5'0"

REGULAR CAR STALL

GARAGE

SMALL CAR STALL

UP

: 15R

@"7

1/4

" he

ight

: 9'0

"; T

:11"

3'-0"

14'-8 1/2"

DPARKING LEVEL



D3

2'10"

3'-10 1/2"

W3

W3

W4D1


BIKESTORAGE

3'-7 1/2"11'-11"7'-5"

2'-0

"8'

-10

3/8"

10'-6

3/4

"5'

-2 7

/8"

2'-5

"

4'-0"

3'-0"-TYP.

3'-4" 8"

6'-5

"

EL.27'-6"

EL. 27'-6"

EL.27'-2"

EL.27'-0"

EL.27'-4"

SLO

PE C

ON

CR

ETE

SLO

PE C

ON

CR

ETE

W5

W10

W2

W6

W5

W10

2'10"

SMALL CAR STALL

REGULAR CAR STALL

GARAGE

EXTERIOR WALL ABOVE

UP: 15R@"7 1/4"HEIGHT: 9'0";

T:11"

3'0"

E(END)

PARKING LEVEL

NOTE:ALL ELECTRICAL EQUIPMENT TO BE HUNG ABOVE HIGH WATER LEVEL 32.5' - TYPICAL ALL UNITS.

2'10"


8'-0"

D2

2 BINRECYCLING

CENTRE

BIKESTORAGE

EL.27'-4"

EL.27'-6"

EL.27'-6"

EL.27'-2"

EL.27'-0"

D1

2'10"

3'0"

SMALL CAR STALL

REGULAR CAR STALL

GARAGE

UP: 15R@"7 1/4"height: 9'0"; T:11"

2'10"

3'-10 1/2"

W3

W3

W4 D1 8' O/H ELEC. GARAGE DOOR

8'-0"

D2


EPARKING LEVEL

3'-0" 3'-6 1/2"

3'-0

"

BIKESTORAGE

W5W10

W4

W2

W2

W5 W10

W6

W5

11'-7" 11'-4 1/2"

15'-0

1/2

"7'

-0 1

/2"

9'-5

"2'

-0"

4'-2 1/2" 4'-0"

4'-2" 11'-4 1/2"

EL.27'-4"

EL. 27'-6"

EL. 27'-6"

EL.27'-2"2'

10"

SMALL CAR STALL

REGULAR CAR STALL

GARAGE

3'-0"

UP

: 15R

@"7

1/4

"he

ight

: 9'0

"; T

:11"

2'6"

FPARKING LEVEL


8'-0"

D2

2'10"

3'-10 1/2"


20'-6

"

W5

W10

W2

W3

W5EL.27'-6"

EL.27'-6"

EL.27'-4"

EL.27'-2"

D1W4a(SIM)

EL. 27'-6"

EL. 27'-6"

EL. 27'-6"

EL. 27'-6"

EL. 27'-6"

EL. 27'-6"2'10"

3'0"

SMALL CAR STALL

REGULAR CAR STALL

GARAGE

UP: 15R@"7 1/4"height: 9'0"; T:11"

E(END 2)

PARKING LEVEL2'10"

3'-10 1/2"

W3

W3


8'-0"

D2

BIKESTORAGE

W2 W10

W4

W2

W2

W5W10

W6

W5

W4

11'-7"11'-2"

15'-0

1/2

"7'

-0 1

/2"

9'-5

"2'

-0"

4'-2 1/2"4'-0"

4'-2"11'-4 1/2"

EL.28'-6"

2'10"

3'0"

SMALL CAR STALL

REGULAR CAR STALL

GARAGE

UP: 15R@"7 1/4"height: 9'0"; T:11"

2'10"

3'-10 1/2"

W3

W3


8'-0"

D2


EPARKING LEVEL

3'-0"3'-6 1/2"

3'-0

"

BIKESTORAGE

W5 W10

W4

W2

W2

W5W10

W6

W5

11'-7"11'-4 1/2"

15'-0

1/2

"7'

-0 1

/2"

9'-5

"2'

-0"

4'-2 1/2"4'-0"

4'-2"11'-4 1/2"

EL. 27'-4"

EL.27'-6"

EL.27'-6"

EL.27'-2"

2'10"

SMALL CAR STALL

REGULAR CAR STALL

GARAGE

EXTERIOR WALL ABOVE

UP: 15R@"7 1/4"HEIGHT: 9'0";

T:11"

3'0"

E(END)

PARKING LEVEL

NOTE:ALL ELECTRICAL EQUIPMENT TO BE HUNG ABOVE HIGH WATER LEVEL 32.5' - TYPICAL ALL UNITS.

2'10"


8'-0"

D2

2 BINRECYCLING

CENTRE

BIKESTORAGE

EL.27'-4"

EL.27'-6"

EL. 27'-6"

EL.27'-2"

EL.27'-0"

D1

EL.28'-6"

EL.28'-5" EL.28'-6"

2'0"

x2'0

"2'

10"

2'10"

REGULAR CAR STALL

GARAGE

SMALL CAR STALL

UP

: 15R

@"7

1/4

" he

ight

: 9'0

"; T

:11"

3'-0"

E(END W/ ELEC RM)

PARKING LEVEL

14'-10 1/2"

FULLY "TANKED"ELECTRICAL ROOM

(160.14sf)


D3


FDSLOPE TO DRAIN

CONC. WALLS & SLAB DESIGNED IN ACCORDANCE W/ FLOOD LEVEL CONTROL MEASURES BY NORTHWEST HYDRAULICS.

3'-5

"8'

-2 1

/2"

2'-0

"

3'-8 3/4"8'-2 1/4"5"

3'-0"

10'-4

1/2

"

W10

W4

W1

W5

W2

W2

W1

W4

W4

W4

W5

2'10"

3'-10 1/2"

W3

W3

W4D1

D121

4

EL. 28'-4"

41.3M50.0M

46.3M

39.8M

FDFD FD

FIRE HYDRANT 1 FIRE HYDRANT 2

ELEC. TRANSFORMER ENCLOSURE BELOW

FD CONNECTION (1 PER BLDG)FIRE DEPARTMENT HOSE CONNECTION. 1 PER BUILDING (4 TOTAL).








ANNUNCIATOR LOCATIONWEATHERPROOF FD ANNUNCIATOR PANEL.W/ 6'x6 CONCRETE PAD

STROBE LIGHT

SMOKE ALARM ACTIVATED STROBE LIGHT AT EACH UNIT ENTRANCE.

STROBE LIGHT

SMOKE ALARM ACTIVATED STROBE LIGHT AT EACH UNIT ENTRANCE.

1-

FIRE DEPARTMENT RESPONSE DIAGRAMSCALE: 1/16" = 1'-0"

211

208 209202 210206207

213212

201 204203214

11'-1 1/2"

205

208 209 210 214

214

7'-8" 8'-0" 6'-0"

T.O. ROOF

T.O. ROOF

LEVEL 3

GROUND FLOOR

PARKING LEVEL

LEVEL 2

6'-2

"5'

-8 1

/4"

9'-0

"10

'-0"

9'-0

"

39'-1

0 1/

4"

9'-0

"

7'-2

"1'

-2"

3'-7 1/2"

7'-2

"1'

-2"

7'-2

"1'

-2"

7'-8" 7'-0"

7'-2

"1'

-2"

4'-1

0"3'

-6"

8'-0"

4'-1

0"3'

-6"

3'-2

"3'

-6"

6'-0" 6'-0"

7'-0"7'-8" 8'-0" 6'-0"

4'-1

0"2'

-8"

4'-1

0"3'

-6"

4'-1

0"3'

-6"

4'-1

0"3'

-6"

4'-1

0"2'

-8"

4'-1

0"2'

-8"

4'-1

0"2'

-8"

3'-6

"3'

-6"

3'-6

"3'

-6"

13'-0" 13'-0"

2'-0

"4'

-4"

2'-0

"4'

-4"

2'-0

"7'

-1 5

/8"

2'-0"

2'-0"

2'-0"

215

2'-0

"5'

-2"

2'-0"

D1 D2 D3

D6

LVL 1/2/3

PARKING LEVEL

10'-0

"9'

-0"

9'-0

"

7'-0

"

7'-0

"

2'-10" 8'-0"

7'-0

"

16'-0"

6'-8

"

2'-10"

D7

varies

SLIDING DOOR

6'-8

"

varies

6'-8

"

varies

8'-0

"

varies

D4

7'-0

"

5'-8"

3'-6

"

3'0"

D3 (16o7o Garage Door)Rating: N/AType: Overhead DoorConst: Wood Frame

- Acoustic Isolator Mounts (including Motor)

NOTE:REFER TO SPEC FOR OVERHEAD DOOR TYPE AND HARDWARE.

D2 (8o7o Garage Door)Rating: N/AType: Overhead DoorConst: Wood Frame

- Acoustic Isolator Mounts (including Motor)

D1(Garage Door)Fibreglass, Wood Frame: paint finish

- 3 Hinges- Deadbolt- Passage Latch Set- Weatherstripping- Wall Stop- Threshold

NOTE:REFER TO SPEC FOR OVERHEAD DOOR TYPE AND HARDWARE.

FIXEDVINYL WINDOW201 FIXED / AWNING / CASEMENT

VINYL WINDOW202 FIXED / AWNING / CASEMENTVINYL WINDOW203 FIXED / SWING

VINYL WINDOW204 FIXED / SWINGVINYL WINDOW205 FIXED / AWNING

VINYL WINDOW206 FIXED / AWNINGVINYL WINDOW207 FIXED / AWNING



VINYL WINDOW212 FIXED / AWNING / CASEMENTVINYL WINDOW213 AWNING

VINYL WINDOW214 AWNINGVINYL WINDOW215

6'-8

"

varies varies

1'-6

"

1'-6

"6'

-8"

6'-8

"

6'-8

"

2'-10"

D10(Interior closet door)Closet Bi-Pass Door:Size Varies; Referto the floor plans

Paint FinishMirror panel door.Wood frame & CasingPaint finish.Bi-Pass Hardware

G1(Exterior gate) Steel frame: paint finish* Closer.

D4(Exterior door)Garbage Room Door: 2-21070Paint Finish

- Self-closing Device with hold-open- Passage Latch Set- Head & Sill Latch Bolts Both Leafs

Both Doors To Be Self-latchingWhen Closing From APartially Open Position

D7(Exterior door)(suite Entry)

Rating: N/AType: Flush DoorConf: Swing SimpleMat'l: Fibre glassConst: InsulatedThickness: 1 3/4"Height: 6'-8"Width: 2'-10"Frame: Wd-p

Hardware:- 3 Hinges- deadbolt- passage Latch Set- weather Stripping- closer- wall Stop- threshold

D6(Exterior door)Glazed Vinyl Door

- Safety Glass- Deadbolt: Keyed To Match Suite Entry- Passage Set- Weatherstripping- Wall Stop- Threshold

3/8" Dia. Hole On DoorJamb For Pre-wiredSecurity System

D5(Interior garage door)Swing Door:Size Varies; Referto the floor plans

Insulated Flush Door(1 1/2").Wood frame:paint finish.- 3 selfclosing hinges.- Lock set.- Weatherstripping- Wall Stop- Threshold

D9(Interior door)Pocket Door:Size Varies; Referto the floor plans

Paint FinishFlush Door Wood frame: paint finish.Pocket Door Hardware1 Privacy lock.

D11 (Interior door)Closet Bi-Fold Door:Size Varies; Referto the floor plans

Double Flush Door Wood frame:paint finish.2 Knob.Bi-Fold Hardware

D8(Interior door)Swing Door:Size Varies; Referto the floor plans

Paint FinishFlush Door(1 1/2").Wood frame:paint finish.2 Hinges.1 Privacy latch set.

D12(Interior door)Laundry / Coats Door:Size Varies; Referto the floor plans

Double Flush Door Wood frame:paint finish.4 Hinges.2 Knob.Roller head latches

200

6'-0"

6'-8

"1'

-8"

2-

WINDOW SCHEDULESCALE: 1/16" = 1'-0"

3-

DOOR SCHEDULESCALE: 1/16" = 1'-0"



SCALE

REVIEWED

DRAWN

PLOT DATE


1308


REVISION0

DRAWING:


PROJECT:






Vectorworks 2013


BCBC CODE REPORT &

A1.3

ALTERNATE SOLUTIONS
















Fri, 2013, Nov 1

1-

BUILDING CODE REPORT

2-

ALTERNATE SOLUTIONS SUBMISSION

CORNERSTONE architecture

• There is an effective gas barrier between the storage garage and the unit • The door between the unit and the garage is weather-stripped and fitted with a

closer. 3.3.4.4 A single exit is permitted from a dwelling unit provided

• The exit door is within 5 ft of grade, • It is not necessary to travel more than 1 storey up or down to the exit or • The uppermost storey opens to a balcony within 20 ft of grade.

This building does not meet these exact conditions. An Alternative Solution has been prepared to allow the additional storey of travel with the provision that all the bathrooms are spriklered.

3.3.4.6 Sound Transmission between units is minimum STC 50 • Plywood will not be continuous across the party walls.

3.3.4.7 Guards within dwelling units must be a minimum of 35 7/16” high. 3.3.4.8 Openable windows must have restrictors to limit the opening to 4” if the sill of the open

section is less than 35 7/16” above the interior floor level unless the sill of the opener is less than 6 ft above the adjacent exterior ground.

3.6.2 Service Rooms 3.6.2.1 The service rooms require a 1h fir separation. 3.6.2.5 Combustible refuse storage shall be separated by a minimum 1 h fire separation and be

sprinklered. The refuse area is an exterior enclosure next to the building. We will provide dry sidewall sprinklers to protect this exposure.

3.6.4.4 A 22 ½” x 36” attic roof hatch is required for all attics greater than 2 ft. high. 3.6.4.6 A 22 ½” x 36” access is required for crawl spaces. Flood Construction Level

For this project the Flood Construction Level is set at 5 feet above the garage floor. (9.9m or 32’-6”)

• No electrical devices are permitted below this level. • The electrical room will be tanked with the entrance above the FCL to meet this

condition. Acoustic Study

An acoustic study has set special requirements for bedroom windows exposed to Mount Seymour Parkway.

CORNERSTONE architecture Scott M Kennedy P Eng. Principal [email protected]


Permitted openings Fire rating Construction type Cladding type 0 to 10% 1 h Noncombustible Noncombustible 10 to 25% 1 h Combustible or… Noncombustible 25 to 50% 45 min Combustible or… Noncombustible 50 to 100% 45 min Combustible or… Combustible or... 3.2.3.16 Soffits do not require special protection. The building is sprinklered.

Note: Bathrooms with windows will require sprinklers. 3.2.4 Fire Alarm and Detection Systems 3.2.4.1 A fire alarm system is required in a sprinklered building. 3.2.4.4 The alarm will be a single stage alarm. 3.2.4.8 The alarm system must notify the fire department since it will have a water flow indicating

device. 3.2.4.9 The building will require an annunciator.

We propose to make each building one zone with strobe lights located above the firefighter entrance to each unit activated by the smoke alarm system within each unit. An Alternative Solution has been prepared for this condition.

3.2.4.10 The fire alarm will require electrical supervision. 3.2.4.11 Fire detectors are not required in a sprinklered building. 3.2.4.16 The sprinkler system must be monitored. 3.2.4.17 Manual stations are not required at dwelling unit doors in three storey townhouses. We

propose that this building not be required to have pull stations. An Alternative Solution has been prepared for this condtion.

3.2.4.21 Smoke Alarms are required on each storey. On storeys containing sleeping rooms they shall be installed in each sleeping room and in the hall outside of each sleeping room. Smoke alarms require battery backup.

3.2.5 Provisions for Firefighting 3.2.5.1 Access to above grade storeys is not required in sprinklered buildings. 3.2.5.4 Access Routes are required for buildings more than 3 storeys in building height. 3.2.5.5 Access routes

• within 49 ft. of the principal entrance. • a fire truck can be located next to the fire department connection. • The path of travel for a firefighter to the building’s fire department connection is

not more than 147.5 ft. • The path of travel to each separate townhouse entrance is not more than 147.5’

3.2.5.8 A standpipe system is required for a four storey building. We propose that this building be exempted from providing a standpipe system. An Alternative Solution has been prepared for this condition. The solution proposes that balconies and bathrooms be sprinklered to provide additional coverage.

3.2.5.12 An automatic Sprinkler System to NFPA 13R with fast response heads is required. • In addition bathrooms and closets immediately below the roof must be sprinklered

3.2.5.15 A hydrant must be located within 147.5 ft. of the Fire Department Connection. 3.2.7 Emergency Lighting and Power 3.2.7.8 Emergency power is required for the fire alarm system. 3.3 Safety within Floor Areas 3.3.1.1 Suites are to be separated from each other by a 1 h fire separation. 3.3.1.18 Guards are required when floor levels differ by more than 23 5/8”.

Guards are to be a minimum of 42” high. Guards must be non climbable between 5½” and 35 7/16”

3.3.4 Residential Occupancy 3.3.4.2 The private garage is not required to be fire separated from the unit provided

• there are no air duct systems connecting the unit and the storage garage.


3.1.11.4 Fire blocking is required at the intersections of all concealed vertical and horizontal spaces and at the end of each stair run.

3.1.11.5 Horizontal concealed spaces and attics must be separated into compartments not exceeding 3229 sqft. Roof overhangs must be firestopped at the party walls and so the maximum linear dimension of the concealed space does not exceed 65 ft.

3.11.6 An unsprinklered crawlspace, not considered a basement (3.2.2.9) must be divided into compartments not exceeding 6458 sqft. or 65 ft. in dimension.

3.1.11.7 Firestops can be constructed from the following: • ½” gypsum board • 1½” thick solid lumber (no joints) • ½” plywood or OSB with all joints supported • ¾“ solid lumber with joints staggered • mineral wool or fire stopping may be used to seal penetrations • rigid mineral wool fastened to one side, extending from the lowest plate to the

upper plate may be used to firestop a floor assembly in a double stud wall. 3.1.15.2 Roof Coverings must have a Class A, B or C fire test classification. 3.1.17 Occupant load 3.1.17.1 6 persons per unit (3 beds)

Building 1 (48 persons) Building 2 (42 persons) Building 3 (54 persons) Building 4 (36 persons) TOTAL (180 persons)

3.2 Building Fire Safety NOTE: The municipality requires that the building be sprinklered to NFPA 13R

3.2.2.11 Exterior Balconies shall be constructed in accordance with the type of construction of the adjacent floor requirements.

3.2.2.13 Roof decks must have floors constructed in accordance with the fire ratings for floors. 3.2.2.50 Group C up to 6 storeys, sprinklered 3.2.2.50 1) c) Maximum building area:

18,375 sf. Building 1 5,290 sf. Building 2 4,762 sf. Building 3 5,982 sf. Building 4 4,052 sf. TOTAL 20,085 sf.

3.2.2.50 6) No fire rating is required for the floors since there is no dwelling unit above another dwelling unit.

3.2.3 Spatial Separation and Exposure Protection 3.2.3.1 The building is sprinklered therefore table 3.2.3.1.D is applicable.

The site is surrounded by municipal lane allowances. Spatial separation can be measured to the centerline of the lane.

openings wall construction Unit type and exposure area limiting distance % area rating cladding

Type A – court lower 206 sqft 12’ (3.6m) 84 173 sqft 45 min combustible Type B – courtyard 12’ Spatial separation calculations require that the courtyard and driveway walls are fire rated

to 45 minutes. 3.2.3.2 For a sprinklered townhouse the fire compartment can be considered as one storey

between party walls 3.2.3.3 An exterior wall of an attic shall be constructed to match that of the exposing building face 3.2.3.6 Combustible projections are not permitted within 1.2m of a property line or the centerline

of a public way. 3.2.3.7 Construction of Exposing Building Face – Group C (see 3.2.3.1 table)

CORNERSTONE architecture www cornerarch.com 408 – 611 Alexander Street Vancouver BC V6A 1E1 fax 604 253-8133 phone 604 253-8800

2135 HERITAGE PARK LANE District of North Vancouver BUILDING CODE ANALYSIS APPLICABLE BUILDING CODE: BC BUILDING CODE 2012 The following Alternative Solutions form part of this analysis:

1. Annunciation of the fire alarm building by building rather than floor by floor. 2. Elimination of manual pull stations. 3. Elimination of standpipes. 4. Permitting two storeys of travel within a suite to the exit door.

article issue comments 1.3.3.3 Part 3 Building The building is more than 3 storeys in height

therefore Part 9 does not apply 1.3.3.4 Building Size Building 1 5,290 sf.

Building 2 4,762 sf. Building 3 5,982 sf. Building 4 4,052 sf. TOTAL 20,085 sf.

3.1.2.1 Group C Residential Occupancy 3.1.4 Combustible Construction 3.1.4.1 Maximum Flame Spread rating for any material 500 3.1.4.2 Foamed Plastics to be protected by drywall, plywood, or OSB 3.1.7 Fire Resistance Ratings 3.1.7.5 Supports in the storey immediately below must have a fire resistance rating not less than

that required for the storey above. 3.1.8 Fire Separations and Closures 3.1.8.1 Walls and floors that are fire separations shall be continuous, be constructed to prevent

the passage of smoke and have all openings protected with closures. 3.1.8.4 rating

45 min 1 h

1.5 h 2 h

closure 45 min 45 min 1 h 1.5 h

3.1.9 Penetrations of Fire Separations and Fire rated Assemblies 3.1.9.1 Fire stops are required on all services penetrating a fire separation except that sprinkler

pipes are permitted to have the annular space covered by a metal escutcheon in accordance with NFPA 13.

3.1.9.3 Combustible outlet boxes are permitted in an assembly provided they do not exceed 25 square inches. Outlet Boxes on opposite sides of a wall assembly shall be offset. (one stud space)

3.1.9.4 Combustible piping is permitted to penetrate a fire separation or a membrane that forms part of an assembly provided the piping is sealed at the penetration with a listed fire stop system.

3.1.11 Fire Blocks in Concealed Spaces 3.1.11.1 Fire blocks are required between all interior walls and spaces and all exterior walls, attic

and roof spaces

Alternative Solution Report 2135 Heritage Park Lane – District of North Vancouver

CORNERSTONE architecture 5

ALTERNATIVE SOLUTION 4 Permitting Occupants to travel two storeys within a townhouse to an exit door within 5’ of grade.

CODE REFERENCE(S) & SUMMARY OF DEVIATION(S) FROM BC BUILDING CODE 2012: 3.3.4.4 (3) A single exit is permitted from a dwelling unit provided

• The exit door is within 5 ft. of grade. • It is not necessary to travel more than 1 storey up or down to the exit. • The uppermost storey opens to a balcony within 20 ft of grade.

The code limits travel to one exit within a townhouse to one storey. We propose that 2 storeys of travel be allowed for some of the units in this complex. OBJECTIVE(S) OF THE BC BUILDING CODE REQUIREMENT(S): OS3 Safety in Use Attribution [F10-OS3.7] Intent 1: To exempt a multi-level dwelling unit from the application of Sentence 3.3.4.4.(2) relating to exits from each storey, on the basis that the travel to the exit doorway does not involve passing up or down more than one storey, or there is an outside balcony from the upper storey to act as a location for leaving the dwelling unit in an emergency.

This is to limit the probability of excessive travel distances to an exit in an emergency situation, which could lead to delays in the evacuation or movement of persons to a safe place, which could lead to harm to persons.

SUMMARY OF MITIGATING FEATURES: • The four storey units are provided with balconies at the fourth floor, which can provide an additional refuge if a

fire or smoke compromises the exit path. • Units are sprinklered to NFPA 13R. • We will provide dry heads in the balcony areas, which may be used for barbequing. • We will provide dry sidewall sprinkler protection to the garbage area. • We will sprinkle the bathrooms on all floors of the units with the additional floor of travel.

ANALYSIS AND EVALUATION TO VALIDATE ACCEPTANCE:

• Only six of the 30 units in the complex have this condition. • The six units have balconies at the upper level as per the requirements of the code except it is 8.7m rather than

6m above grade. • Travel distance within these units to the exit door is 71’ (21.6m). Exit travel to one exit is generally limited to

25m for a Group C Occupancy in a sprinklered building. • Sprinklers provide a large measure of heat and smoke suppression and lengthen tenable conditions for

occupants to exit. • The provision of sprinkler heads on balconies and in bathrooms in these units will assist with maintaining

tenable conditions should a fire originate in these locations. • In the City of Vancouver the additional safety afforded by sprinklers has been recognized and two storeys of

travel are permitted in sprinklered townhouses. • Part 9 of the BC Building Code permits more than one storey of travel provided there is a balcony at the upper

level and no height limit is specified. • First responders will be directed to the building under alarm conditions by the annunciator panel and to the

individual unit(s) by a strobe over the first responder entry for each unit allowing them to approach the fire in a timely manner to prevent its spread and assist occupants.



ALTERNATIVE SOLUTION 3 Elimination of the Requirement for Standpipes. Four Storey sprinklered buildings are required to have a standpipe system. We propose that this project be exempted from the requirement. CODE REFERENCE(S) & SUMMARY OF DEVIATION(S) FROM BC BUILDING CODE 2012: 3.2.5.8 A standpipe system is required for a four storey building.

• We propose to exempt this project from the requirements to provide a standpipe system. OBJECTIVE(S) OF THE BC BUILDING CODE REQUIREMENT(S): OS1 Fire Safety Attribution: [F02-OS1.2] Intent 1: To limit the probability that manual firefighting operations will be delayed or ineffective, which could lead to a fire not being suppressed or controlled, which could lead to the spread of fire, which could lead to harm to persons.

OP1 Fire Protection of the Building Attribution: [F02-OP1.2] Intent 1: To limit the probability that manual firefighting operations will be delayed or ineffective, which could lead to a fire not being suppressed or controlled, which could lead to the spread of fire, which could lead to damage to the building.

SUMMARY OF MITIGATING FEATURES: To assist emergency responders in locating the fire we will add strobe lights, over the individual suite entry to be used by first responders, to be triggered by the individual units smoke alarm system. To improve the protection offered by the sprinklers we will sprinkle the larger balcony areas on the main living level where BBQ activities may occur. A Fire Hydrant will be located within 15m of the Fire Department Connection. ANALYSIS AND EVALUATION TO VALIDATE ACCEPTANCE:

• A standpipe system is required to be located in common exit stairs by 3.2.5.10 (1). These buildings do not have common exit stairs.

• The requirement for standpipes is waived for three storey buildings. Only 2 of 9 units are four storeys high in the largest Building.

• A fire hydrant will be located within 15m of the Fire Department Connection for the project. • We propose additional fire protection by the use of sprinklers on the lower balconies. • Bathrooms will be sprinklered throughout. • First responders will be directed to the building under alarm conditions by the annunciator panel and to the

individual unit(s) by a strobe over the first responder entry for each unit allowing them to approach the fire in a timely manner to prevent its spread and assist occupants.



ALTERNATIVE SOLUTION 2 Elimination of the Requirement for Individual Pull Stations. Townhouses are not required to have manual pull stations in sprinklered buildings three storeys or less in height. We propose that this exemption be extended to this four storey townhouse complex. CODE REFERENCE(S) & SUMMARY OF DEVIATION(S) FROM BC BUILDING CODE 2012: 3.2.4.17 (1) Manual pull stations are required at doors, which have all the features of an exit. 3.2.4.17 (3) Townhouses three storeys or less in height are exempted from this requirement.

• We propose to exempt this project from the requirement for manual pull stations. OBJECTIVE(S) OF THE BC BUILDING CODE REQUIREMENT(S): OS1 Fire Safety Attribution - [F02-OS1.2][F12-OS1.2,OS1.5][F10-OS1.5] Intent 1: To supersede the requirements of Sentence 3.2.4.17.(1) and exempt certain occupancies and locations from the need to have manual stations, if certain conditions are met.

These conditions are to limit the probability that:

• a fire will not be suppressed or controlled, which could lead to the spread of fire, • emergency responders will be delayed in carrying out fire emergency response operations, which could lead

to delays in evacuation or moving to a safe place, and the spread of fire, and • persons will be delayed in evacuation or moving to a safe place in a fire situation.

This is to limit the probability of harm to persons.

SUMMARY OF MITIGATING FEATURES: To assist emergency responders in locating the fire we will add strobe lights, over the individual suite entry to be used by first responders, to be triggered by the individual units smoke alarm system.

ANALYSIS AND EVALUATION TO VALIDATE ACCEPTANCE: • The building’s alarm system will sound in each unit on each floor triggered by the water flow detection device

alerting occupants to a fire emergency. • Units are separated from each other by 1 hour fire separations which isolate them from fire and smoke in an

emergency giving time for occupants to move to safety. • Units are not required to use a common exit corridor system, which could be compromised by smoke from

other units on the same floor and which would provide a location for a manual pull station. • Manual pull stations would need to be located inside suites, which is a concern for system maintenance and

tampering. • First responders will be directed to the building under alarm conditions by the annunciator panel and to the

individual unit(s) by a strobe over the first responder entry for each unit allowing them to approach the fire in a timely manner to prevent its spread and to allow them to assist occupants.



ALTERNATIVE SOLUTION 1: Annunciation of the Fire Alarm System by Building rather than by Floor Level. The Building Code requires the fire alarm be annunciated on a floor by floor basis. This is impractical in a townhouse project where there are no common corridors and buildings are organized vertically. We propose to annunciate the fire alarm on a building by building basis and provide a strobe light over the individual suite entry to be used by firefighters, which will flash when activated by the suite’s smoke alarm system, indicating to fire fighters which unit(s) are on fire. CODE REFERENCE(S) & SUMMARY OF DEVIATION(S) FROM BC BUILDING CODE 2012: 3.2.4.16 (1) Waterflow detection devices are to be installed on each storey. NFPA 13 limits the area of each detection zone to 30,000 sqft. (2788 sqm) subject to water pressure restrictions.

• We propose to annunciate the project by building rather than by floor in each building. The aggregate area of all four levels of the largest building is 17,274 sqft (1604 sqm)

OBJECTIVE(S) OF THE BC BUILDING CODE REQUIREMENT(S): OS1 Fire Safety Attribution [F11-OS1.5][F12-OS1.5,OS1.2] Intent 1: To limit the probability that operation of the sprinkler system will not sound alarm signals, which could lead to persons not being promptly notified of a fire situation, which could lead to delays in evacuation or moving to a safe place, which could lead to harm to persons.

Intent 2: To limit the probability that emergency responders will not be able to locate the area of fire origin, which could lead to delays or inefficiencies in carrying out fire emergency response operations, which could lead to delays in evacuation or moving to a safe place, which could lead to harm to persons, and the spread of fire, which could lead to harm to persons.

OP1 Fire Protection of the Building Attribution [F12-OP1.2] Intent 1: To limit the probability that emergency responders will not be able to locate the area of fire origin, which could lead to delays or inefficiencies in carrying out fire emergency response operations, which could lead to the spread of fire, which could lead to damage to the building.

SUMMARY OF MITIGATING FEATURES: To assist emergency responders in locating the fire we will add strobe lights, over the individual suite entry to be used by first responders, to be triggered by the individual unit’s smoke alarm system.

ANALYSIS AND EVALUATION TO VALIDATE ACCEPTANCE:

• The building’s alarm system will sound in each unit on each floor alerting occupants to a fire emergency. • Units are separated from each other by 1 hour fire separations which isolate them from fire and smoke in an

emergency. • Units are not required to use a common exit corridor system, which could be compromised by smoke from

other units on the same floor. • First responders will be directed to the building under alarm conditions by the annunciator panel and to the

individual unit(s) by a strobe over the first responder entry for each unit • The aggregate area of the maximum zone for the annunciation is 1604 sqm which is 57% of the maximum

area allowed in NFPA 13.

CORNERSTONE architecture www cornerarch.com 408 – 611 Alexander Street Vancouver BC V6A 1E1 fax 604 253-8133 phone 604 253-8800

Alternative Solution Submission Submission Date: October 24, 2013 Applicant Name: Cornerstone Architecture Scott M Kennedy P Eng # 408-611 Alexander Street Vancouver B.C. V6A 1E1 Phone: (604) 253-8800 ext 302 Fax: (604) 253-8133 Email: [email protected] To: The District of North Vancouver Building Department Subject: 2135 Heritage Park Lane North Vancouver BC. Alternative Solutions: 1. 3.2.4.9 Annunciation of the Fire Alarm System by Building rather than by floor level 2. 3.2.4.17 Elimination of the requirement for Manual Pull Stations. 3. 3.2.5.8 Elimination of the requirement for Standpipes 4. 3.3.4.4 Permitting 2 storeys of travel to exit in a sprinklered townhouse.

BRIEF PROJECT DESCRIPTION: The project is a non-stacked townhouse project consisting of dwelling units, which are a combination of two or three levels of living space over an additional level of separate garages which are contained within the footprint of the individual dwelling unit. Each unit has a door within 5’ of grade on the level above the garage. The project has four clusters of buildings the largest containing 9 units with a building area of 5982 sqft. (555 sqm). The BC Building Code would classify the buildings as four storeys and therefore they are governed by Part 3 of the BC Building Code. The buildings are classified under 3.2.2.50 Group C up to six storeys, sprinklered. The maximum building area at four storeys under this classification is 1800 sqm. The largest building in the project (Building 3) is 555 sqm, about 1/3 of the maximum size permitted. The buildings conform to clause 3.2.2.50.(6), which waives the requirement for fire resistance ratings for floor assemblies entirely within a dwelling unit, where there is no dwelling unit above another dwelling unit. The buildings are required to be sprinklered under NFPA 13R, which will require a fire department connection. Sprinklered buildings are required to be monitored and four storey buildings require a standpipe system. A Building Code Analysis is attached at the end of this Submission.

QUALIFICATIONS Scott M Kennedy P Eng. BSc, B Arch is a principal of Cornerstone Architecture. He has been the Coordinating Registered Professional on numerous projects throughout the province over the last 23 years. A version of this alternative solution has been applied and accepted on other of projects. Scott maintains an ongoing retainer relationship with a code specialty firm when code questions arise.

WALL NOTES:1. MAINTAIN SEPARATION BETWEEN WOOD & CONCRETE SURFACES. USE SILL GASKET UNDER BOTTOM PLATES.

2. 5/8" TYPE 'X' GYPSUM BOARD SHALL BE CONTINUOUS BEHIND BATHTUBS AND SHOWER BASES, 3 SIDES, BEFORE TILE BACKER BOARD INSTALLATION.

3. PROVIDE PLYWOOD OR OSB SHEATHING FOR SHEAR WALLS PER THE STRUCTURAL DRAWINGS.

4. PROVIDE ACOUSTIC CAULKING AROUND BOTTOM OF ALL CORRIDOR & PARTY WALLS.

5. STRAPPING FOR SIDING TO BE C.C.A. TREATED PLYWOOD.



SCALE

REVIEWED

DRAWN

PLOT DATE


1308


REVISION0

DRAWING:


PROJECT:






Vectorworks 2013


1. Issued For Review Apr 18, 20132. Issued For DP Application Apr 29, 20133. Issued For DP Resubmission May 31, 20134. Issued For DP Updated Rezoning Application July 16, 20135. Issued For DP Rezoning Resubmission Sept 20, 2013

Wed, 2013, Oct 2

WALL TYPE

BUILDING GRADE

SECTION ELEVATION REFERENCE

ROOM NUMBER AND NAME

GRIDLINE REFERENCE

DRAWING TITLE

BUILDING SECTIONS OR WALL SECTION REFERENCE

ROOF TYPE FLOOR TYPE

DETAIL REFERENCE

ELEVATION REFERENCE

DRAWINGS SYMBOL LEGEND

XXXRName

OR

A

DRAWING TITLEScale: 1/8" = 1'-0"

1A8.1

1A8.1

1A8.1

1A8.1

1A8.1

BG. 0.00

EL. 0.00

ELEVATIONS REFERENCE 1A8.1

100'-11'Top of Floor

Level 1

0 HR FRR

1 HR FRR

2 HR FRR

0 HR FIRE RESISTANCE RATINGSMOKE SEPARATION

1 HR FIRE RESISTANCE RATING

2 HR FIRE RESISTANCE RATING

R_ W_ F_

OREL. 0.00PLAN ELEVATION REFERENCE

A1.4

WALL & FLOORSCHEDULE

F1

FLOOR TYPESTYPE OFFLOOR SECTION DESCRIPTION

FIRERESISTANCE

RATING

SOUNDTRANSMISSION

CLASS

REFERENCEB.C.

B.C.B.C. 2012

REFERENCEC.O.V

V.B.B.L. 2007FLOOR

NUMBERREFERENCE

OTHER REMARKS

SLAB ON GRADE

• CONCRETE SLAB PER STRUCTURAL, SLOPED TO DRAIN• 10 MIL. POLY. SOIL GAS BARRIER• COMPACTED GRANULAR FILL (REFER TO THE STRUCTURAL DRAWINGS AND GEOTECHNICAL REPORT FOR MATERIALS AND COMPACTION REQUIREMENTS)

· POURED IN PLACE CONCRETE

F2

210

210F4· WOOD JOIST

N/A

N/A

SLAB ON GRADE (INSULATED)

• CONCRETE SLAB PER STRUCTURAL, SLOPED TO DRAIN• 10 MIL. POLY. SOIL GAS BARRIER• R12 RIGID INSULATION• COMPACTED GRANULAR FILL (REFER TO THE STRUCTURAL DRAWINGS AND GEOTECHNICAL REPORT FOR MATERIALS AND COMPACTION REQUIREMENTS)


NOT RATED

· WOOD JOIST

F3

INTERIOR

INTERIOR

210

· WOOD JOIST

F3a

Dropped ceilingsat Bathrooms,Ensuites, etc.:

refer to theassembly

description below(Floor No. F7)

Refer to theProprietary

Design Assemblybelow

TYPICAL SUITE FLOOR

• FINISHED FLOOR (PER OWNER'S FINISH SCHEDULES), ON• 5/8" T&G PLYWOOD OR O.S.B. SUBFLOOR, ON• 2 X 10 FLOOR JOISTS @ 16" O.C., C/W EITHER 1 X 3 CROSS-BRACING OR 2 X 10 SOLID BLOCKING,• 1 LAYER 1/2" TYPE 'X' GYPSUM BOARD CEILING, JOINTS TAPED AND FILLED, FINISH PER OWNER'S FINISH SCHEDULE

NOT RATED N/A

NOT RATED N/A

INTERIOR:UNHEATED OR SEMI-HEATED

INTERIOR

210

SUITE FLOOR OVER UNHEATED OR SEMI-HEATED SPACE

• FINISHED FLOOR (PER OWNER'S FINISH SCHEDULES), ON• 5/8" T&G PLYWOOD OR O.S.B. SUBFLOOR• 6 MIL. POLYETHYLENE (VAPOUR BARRIER)• 2 X 10 FLOOR JOISTS @ 16" O.C., C/W EITHER 1 X 3 CROSS-BRACING OR 2 X 10 SOLID BLOCKING,•R-30 FIBERGLASS BATT INSULATION, FRICTION-FIT AT EACH JOIST SPACE OR SUPPORTED BY RETAINERS,• 1 LAYER 5/8" TYPE 'X' GYPSUM BOARD CEILING, JOINTS TAPED AND FILLED, FINISH PER OWNER'S FINISH SCHEDULE

BALCONY ASSEMBLY (CLASS A ROOF)

• CONCRETE PAVERS (HORIZONTAL APPLICATION) ON ADJUSTABLE PEDESTALS• DRAINAGE MAT• 2-PLY TORCH-ON SBS MEMBRANE (U.V. PROOF CAP SHEET)• PROTECTION BOARD• 2" (MIN. R-12) CONTINUOUS RIGID INSULATION• VAPOUR BARRIER• 5/8" T&G PLYWOOD SHEATHING• 2 x 10 TAPERED FLOOR JOISTS, MIN 2% SLOPE TO DRAIN, SPACING AS PER STRUCTURAL DRAWINGS• 1 LAYER 5/8" TYPE 'X' GYPSUM BOARD CEILING, JOINTS TAPED AND FILLED, FINISH PER OWNER'S FINISH SCHEDULE

26

26

6 1/

2"

EXTERIOR

EXTERIOR· WOOD STUDS

· SINGLE ROW

·LOADBEARING OR NON-LOADBEARING

W1 2 HR. Appendix DTable D-2.1.1.

Ref.S

truct

WALL TYPES

EXTERIOR CONCRETE WALL

• DRAINAGE MAT (BELOW GRADE WITH TERM. BAR AT TOP: DRAINAGE PLANE CONNECTED TO FOOTING DRAINS) • 2 COAT WATERPROOF MEMBRANE TO MIN. 60 MIL THICKNESS (BELOW GRADE) PER B.E.P.'S REQUIREMENTS• 2 COATS CLEAR ANTI-GRAFFITI SEALER TO EXPOSED CONCRETE (ABOVE GRADE) PER B.E.P.'S REQUIREMENTS• CAST CONCRETE WALL (8" MIN.: REF.TO STRUCTURAL)• INSIDE CONCRETE WALL FINISH PER OWNER'S SPEC.

2 HR.

Appendix-DTable D.2.1.1


Ref.S

truct

INTERIOR CONCRETE WALL / COLUMN

• CAST CONCRETE WALL (8" MIN.: REF. TO STRUCTURAL)• FINISH PER ARCHITECTURAL SPECIFICATION

TYPE OFWALL PLAN DESCRIPTION

FIRERESISTANCE

RATING

SOUNDTRANSMISSION

CLASS

REFERENCEB.C.

B.C.B.C. 2012

REFERENCEC.O.V

V.B.B.L. 2007WALL

NUMBER REMARKSREFERENCEOTHER

W2


Appendix DTable D-2.1.1.

1 HR.

B.C.B.C.(2012)Appendix-D

Tables2.3.4.A2.3.4.C2.3.4.DW4

N/A

26

26

6"

EXTERIOR WOOD FRAME WALL: HARDIE SIDING

• CEMENTITUOUS (NON-COMBUSTIBLE) HARDIE BOARD SIDING: INSTALLATION PER MANUFACTURER'S SPECS., (REFER TO ELEVATIONS FOR SIDING TYPE)• P.T. 1/2" x 2" PLYWOOD VERTICAL STRAPPING (OVER STUDS BEHIND) WITH B.E.P. APPROVED FASTENERS• 2 LAYERS 30 MIN. BUILDING PAPER, INSTALLED SHINGLE FASHION (1/2 LAP) PER B.E.P.'S REQUIREMENTS• 1 LAYER EXTERIOR SHEATHING PER STRUCTURAL• R-22 BATT INSULATION• 2 x 6 STUDS @ 16" O.C. MAX.• 6 MIL. POLYETHYLENE (VAPOUR BARRIER)• 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD• INTERIOR FINISH PER OWNER'S FINISH SCHEDULES


Tables2.3.4.A2.3.4.C2.3.4.D

1 HR.Appendix D

Tables2.3.4.A.2.3.4.C.

· WOOD STUDS

· SINGLE ROW

· LOADBEARING OR NON-LOADBEARING W3 N/A

· WOOD STUDS

· SINGLE ROW

· LOADBEARING OR NON-LOADBEARING

Appendix DTables2.3.4.A.2.3.4.C.

HARDIE SIDING-REF.TO ELEVATIONSAND SPEC FOR TYPE

· WOOD STUDS

· 2 ROWS STAGGERED


W6

W7

TYPICAL PARTY WALL (AIR TIGHT DRYWALL SYSTEM)

• 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD• 1 LAYER 1/2" TYPE 'X' GYPSUM WALL BOARD• 2 x 4 STAGGERED STUDS @ 16" O.C. MAX.• 3 1/2" ACOUSTIC BATT INSULATION• 1" AIRSPACE• 2 x 4 STAGGERED STUDS @ 16" O.C. MAX.• 3 1/2" ACOUSTIC BATT INSULATION• 1 LAYER 1/2" TYPE 'X' GYPSUM WALL BOARD• 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD (Or 1 Layer 5/8" Type 'X' GWB On Shear Wall Sheathing, one or both sides, per Structural)• FINISH PER OWNER'S FINISH SCHEDULES

1 HR.

B.C.B.C.(2012)A-9.10.3.1.AType W15b

Appendix-DTables2.3.4.A2.3.4.C2.3.4.D!

24

24

24

10 1

/2"

Note: Always Offset Electrical Boxes or Provide 24" Sq. Portion of Gypsum Board, Spanning and Nailed to Two Studs, Where Back-to-Back In Same Stud Space

W5

Note: Caulk First Layer Of GWB Or Sheathing For Review Prior To Second Layer Installation.

2 x 4 INTERIOR WALL

• 1 LAYER 1/2" TYPE 'X' GYPSUM WALL BOARD• 2 x 4 STUDS @ 16" O.C. MAX.• 1 LAYER 1/2" TYPE 'X' GYPSUM WALL BOARD• FINISH PER OWNER'S FINISH SCHEDULES

B.C.B.C.(2012)A-9.10.3.1.AType W1d

Appendix-DTables2.3.4.A2.3.4.C!

24

24

4 3/

4"

BATHROOM

B.C.B.C.(2012)A-9.10.3.1.A

Type W1d SimAppendix-D

Tables2.3.4.A2.3.4.C!

26

26

6 3/

4"

BATHROOM

Note: Acoustic Batt Insulation In Cavity at Bathroom Locations

· WOOD STUDS

· SINGLE ROW


· WOOD STUDS

· SINGLE ROW



N/A

N/A



2 x 6 INTERIOR WALL

• 1 LAYER 1/2" TYPE 'X' GYPSUM WALL BOARD• 2 x 6 STUDS @ 16" O.C. MAX.• 1 LAYER 1/2" TYPE 'X' GYPSUM WALL BOARD• FINISH PER OWNER'S FINISH SCHEDULESNote: Acoustic Batt Insulation In Cavity at Bathroom Locations

B.C.B.C 2012Appendix A

Table A-9.10.3.1.A.Wall Type EW1a

Appendix DTable D-2.1.1.

All Electrical Boxes In Partywall To Be Gasketed To Maintain Air Tightness Of PartyWall

EXTERIOR WOOD FRAME WALL: BRICK VENEER

• FACE BRICK 7 1/2"x 3 1/2"x 2 1/2" (1/2" JOINT), COMPLETE WITH ANCHORS PER STRUCTURAL DWGS.• 1 1/2" AIR SPACE• 2 LAYERS 30 MIN. BUILDING PAPER, INSTALLED SHINGLE FASHION (1/2 LAP) PER B.E.P.'S REQUIREMENTS• 1 LAYER EXTERIOR SHEATHING PER STRUCTURAL• R-22 BATT INSULATION• 2 x 6 STUDS @ 16" O.C. MAX.• 6 MIL. POLYETHYLENE (VAPOUR BARRIER)• 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD• INTERIOR FINISH PER OWNER'S FINISH SCHEDULES

26

26

6"5"

INSULATED WALL FURRING - 2 x 4 STUDS

• BASE WALL PER ARCHITECTURAL PLANS• BUILDING PAPER AND 1/2" AIR SPACE WHEN AGAINST CONC. OR BLOCK WALL• 2X4 STUDS AT 16" O.C.• R-14 BATT INSULATION IN CAVITY• 6 MIL. POLYETHYLENE (VAPOUR BARRIER)• 1 LAYER 1/2" GYPSUM WALL BOARD• INTERIOR FINISH PER ARCHITECTURAL SPECIFICATION

24

24 4 1/

2"

EXTERIOR WOOD FRAME WALL: HARDIE SIDING BOTH SIDES

• CEMENTITUOUS (NON-COMBUSTIBLE) HARDIE BOARD SIDING BOTH SIDES: INSTALLATION PER MANUFACTURER'S SPECS., (REFER TO ELEVATIONS FOR SIDING TYPE)• P.T. 1/2" x 2" PLYWOOD VERTICAL STRAPPING BOTH SIDES (OVER STUDS BEHIND) WITH B.E.P. APPROVED FASTENERS• 2 LAYERS 30 MIN. BUILDING PAPER BOTH SIDES, INSTALLED SHINGLE FASHION (1/2 LAP) PER B.E.P.'S REQUIREMENTS• 1 LAYER EXTERIOR SHEATHING PER STRUCTURAL (BOTH SIDES)• 2 x 6 STUDS @ 16" O.C. MAX. (VENT EACH STUD CAVITY)

N/A

W8

W9

24

24

4"

EXTERIOR WOOD FRAME WALL: HARDIE SIDING

• CEMENTITUOUS (NON-COMBUSTIBLE) HARDIE BOARD SIDING: INSTALLATION PER MANUFACTURER'S SPECS., (REFER TO ELEVATIONS FOR SIDING TYPE)• P.T. 1/2" x 2" PLYWOOD VERTICAL STRAPPING (OVER STUDS BEHIND) WITH B.E.P. APPROVED FASTENERS• 2 LAYERS 30 MIN. BUILDING PAPER, INSTALLED SHINGLE FASHION (1/2 LAP) PER B.E.P.'S REQUIREMENTS• 1 LAYER EXTERIOR SHEATHING PER STRUCTURAL• R-14 BATT INSULATION• 2 x 4 STUDS @ 16" O.C. MAX.• 6 MIL. POLYETHYLENE (VAPOUR BARRIER)• 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD• INTERIOR FINISH PER OWNER'S FINISH SCHEDULES


Tables2.3.4.A2.3.4.C2.3.4.D

1 HR.Appendix D

Tables2.3.4.A.2.3.4.C.

· WOOD STUDS

· SINGLE ROW

· LOADBEARING OR NON-LOADBEARING W3a N/A

HARDIE SIDING-REF.TO ELEVATIONSAND SPEC FOR TYPE

B.C.B.C 2012Appendix A

Table A-9.10.3.1.A.Wall Type EW1a

1 HR.


Tables2.3.4.A2.3.4.C2.3.4.DW4a

N/A· WOOD STUDS

· SINGLE ROW



EXTERIOR WOOD FRAME WALL: BRICK VENEER

• FACE BRICK 7 1/2"x 3 1/2"x 2 1/2" (1/2" JOINT), COMPLETE WITH ANCHORS PER STRUCTURAL DWGS.• 1 1/2" AIR SPACE• 2 LAYERS 30 MIN. BUILDING PAPER, INSTALLED SHINGLE FASHION (1/2 LAP) PER B.E.P.'S REQUIREMENTS• 1 LAYER EXTERIOR SHEATHING PER STRUCTURAL• R-14 BATT INSULATION• 2 x 4 STUDS @ 16" O.C. MAX.• 6 MIL. POLYETHYLENE (VAPOUR BARRIER)• 1 LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD• INTERIOR FINISH PER OWNER'S FINISH SCHEDULES

24

24

4"5"

N/A

N/A

W10

B.C.B.C.(2012)A-9.10.3.1.A

Type W1d SimAppendix-D

Tables2.3.4.A2.3.4.C!

26

26

6 1/

2"

GARAGE-UNHEATED

SUITE INTERIOR- HEATED

· WOOD STUDS

· SINGLE ROW


N/AAppendix D

Tables2.3.4.A.2.3.4.C.

2 x 6 INTERIOR WALL (GARAGE)

• 1 LAYER 1/2" TYPE 'X' GYPSUM WALL BOARD• R-22 BATT INSULATION IN CAVITY• 2 x 6 STUDS @ 16" O.C. MAX.• 6 MIL. POLYETHYLENE (VAPOUR BARRIER) TO WARM SIDE OF WALL• 1 LAYER 1/2" TYPE 'X' GYPSUM WALL BOARD• FINISH PER OWNER'S FINISH SCHEDULES

N/A

Air Tight DryWallIs Required ForPartyWall

ROOF TYPESTYPE OF

ROOF SECTION DESCRIPTIONFIRE

RESISTANCERATING (FRR)

SOUNDTRANSMISSION

CLASS (STC)

REFERENCEB.C.

B.C.B.C. 2012

REFERENCEC.O.V

V.B.B.L. 2007ROOF

NUMBERREFERENCE

OTHER REMARKS

Appendix-DTables2.3.12

R2

ROOF DECK (CLASS A)

• CONCRETE PAVERS (HORIZONTAL APPLICATION) ON ADJUSTABLE PEDESTALS• DRAINAGE MAT• 2-PLY TORCH-ON SBS MEMBRANE (U.V. PROOF CAP SHEET)• PROTECTION BOARD• 4" (MIN. R20) CONTINUOUS RIGID INSULATION• VAPOUR BARRIER• 5/8" T&G PLYWOOD SHEATHING• TAPERED PURLINS AT MIN. 2% SLOPE TO DRAIN• ROOF JOISTS SIZED & SPACED PER STRUCTURAL DRAWINGS• RESILIENT METAL CHANNELS @ 24" O.C. MAX.• 1 LAYER 5/8" TYPE 'X' GYPSUM BOARD CEILING, JOINTS TAPED AND FILLED, FINISH PER OWNER'S FINISH SCHEDULE

· WOOD JOIST

· WATERPROOF MEMBRANE

N/A Appendix DTable D-2.3.12.

MeetsMinimum

PrescriptiveStandard

Openings notpermitted

through the doublelayer ceilingmembrane

gypsum board

ASHRAE90.1-2007

Table 5.5-5

Min. InsulationR20 c.i.

NOT RATED

Slope Per ArchitecturalPlans

Vented Attic Space

RunRise

·TRUSSES

·WATERPROOF MEMBRANE

·VENTED ASSEMBLY

SLOPED ROOF ASSEMBLY

• 50 YEAR COMPOSIT ASPHALT SHINGLES - COLOR PER SPEC.• 1 LAYER OF 15lb NON-PERFORATED ROOFING FELT• SELF-ADHERED MEMBRANE UP OVERHANG TO 1'-0" PAST INTERIOR FACE OF THE WALL BELOW (EAVE PROTECTION)• PLYWOOD SHEATHING PER STRUCTURAL• ENGINEERED ROOF TRUSSES, SIZED AND SPACED PER STRUCTURAL DRAWINGS,• R40 FIBREGLASS BATT (OR BLOWN-IN) INSULATION• 6 MIL POLY. VAPOUR BARRIER (U.V. RESISTANT - WARM SIDE),• 1 LAYER 5/8" TYPE 'X' GYPSUM BOARD CEILING FINISH, JOINTS TAPED & FILLED, FINISH PER OWNER'S FINISH SCHEDULE

Provided Minimum Unobstructed Vented Area For 1/300 Of Insulated Ceiling Area W/ Min. 25% Of Req'd Venting Located At The Top Of The Space Or At Exterior Soffit

Ventilation Baffles Required At Restricted Areas To Provide Minimum 2 1/2" Clear Venting To U/s Roof Sheathing

NOT RATED

Slope Per ArchitecturalPlans

Exterior Space

·WOOD JOIST

·WATERPROOF MEMBRANE

·VENTED ASSEMBLY

SLOPED ROOF OVER UNHEATED SPACE

• 50 YEAR COMPOSIT ASPHALT SHINGLES - COLOR PER SPEC.• 1 LAYER OF 15lb NON-PERFORATED ROOFING FELT• PLYWOOD SHEATHING PER STRUCTURAL• ROOF FRAMING JOIST, SIZED AND SPACED PER STRUCTURAL DRAWINGS,• VENTED HARDIE BOARD SOFFIT C/W TRIM AT JOINTS

NOT RATED

R1

R3