Pine Decid. BUILDER'S RESPONSIBILITY TO LAYOUT WORK...rezoned from rs-1 to cd via rez2016-00005...

U D

U

D

U

D

DINING LIVING

DININGLIVING

DINING

LIVING

FRONT PORCH

COVERED DECK

COVERED DECK

SUNKEN PATIO

SUNKENPATIO

KITCHENKITCHEN

KITCHEN

FRONT PORCH

FRONT PORCH

Pine

Decid.

MultistemmedDeciduous

Decid.

SITE PLANZONING ANALYSIS

A1.0

GUTTER

CURB

CONCRETE SIDEWALK

227.5231.6

LP:227.50

LP:231.62

27

'-0

"64

'-0

"25

'-0

"20

'-0

"4'-

0"

5'-0"50'-0"5'-0"

15'-0"30'-0"15'-0"

MAIN FLOORELEV. 225.75'

E

NW

WSW

S SE

N NE

N

BLDG GRADE 219.429 B

LDG G

RADE 223.228

BLD

G G

RADE 2

31.8

00BLD

G G

RADE 227.800

E 223.9F 223.5

E 224.3

F 224.0

E N

/A

F 224

.5E N

/A

F 224

.0

E 224.4

F 224.0

E N/A

F 216

.25

E N

/AF 216.25

E 2

23.1

F 223

.0

E 2

23.9

F 223

.5 E 2

24.3

F 224

.0

E 223.9

F 225.5

E 223.9F 223.5

TW 221.5BW 219.2

TW 223.1BW 222.3

TW 223.1BW 219.6

TW 225.5BW 223.9

TW 227.5BW 223.8

TW 227.5BW 226.6

TW 223.3BW 222.8

TW 224.4BW 223.6

TW 226.4BW 224.5

TW 227.7BW 224.5

TW 230.7BW 227.9

TW 229.6BW 226.8

TW 229.3BW 226.8

GA

RB

AG

E

GA

RB

AG

E

CUTBACKWALL

EXTENDWALL

31

1 W

es

t 1

4th

2 S

TO

RE

Y D

WE

LL

ING

32

7 W

es

t 1

4th

1 S

TO

RE

Y D

WE

LL

ING

OUTLINE OF MAIN

OUTLINE OF UPPER

37

'-1

1"

16

'-4

5/8

"

2'-

10

3/4

"2

4'-

3"

27

'-2

"

8'-0" 24'-0" 18'-0"

26'-6"23'-6"

TRIPLE CARGARAGE

F 223

.75

F 225.75

F 225.75

10' R

ADIU

S

LOW

EST FIN

.

GRAD

E

1 2 3

9'-6"

2'-

0"

5'-

0"

RE

CY

CL

ING

RE

CY

CL

ING

REFER TO ROOF PLANFOR FURTHER

PROJECTIONS ANDOVERHANGS

SCALE 1/8"=-1'-0"

LOT AREA 8401 SQ FT

SLAB ELEV.222.5'

SLAB ELEV.220.5'

RE

CY

CL

ING

BIKE PARKING

SLAB ELEV.221.5'

PROPOSED METER BASES

8'-

8 3

/8"

2.6

5 m

LIM

ITIN

GD

IST

AN

CE

25

'-0

"

7.6

2 m

LIM

ITIN

GD

IST

AN

CE

3'-11 1/4"

EXTENT OF O/H ABOVE - MAX PROJECTION SHOWN

3'-11 1/4"

EXTENT OF O/H ABOVE - MAX PROJECTION SHOWN

48

' F

IRE

FIG

HT

ER

AC

CE

SS

31' F

IRE F

IGHTER

ACCESS

56

' F

IRE

FIG

HT

ER

AC

CE

SS

4'-0"

4'-0

"

4'-0"

4'-0"

5'-0"

1.52 m LIMITING DISTANCE

5'-0"

1.52 m LIMITING DISTANCE

68

'-0

" 2

0.7

3 m

LIM

ITIN

G D

IST

AN

CE

TO

CL

OF

WE

ST

14

TH

10

0%

UN

PR

OT

EC

TE

D O

PE

NIN

G A

LL

OW

ED

UNIT 3

UNIT 2

UNIT 1

LEGAL DESCRIPTION: LOT 8 BLOCK 64DISTRICT LOT 271 AND 548 GROUP 1 NWD

PLAN 750

PID 015-142-990

CONFORMANCE TO 9.32 - INDIVIDUAL UNITS TO CONTAIN HRV UNITS

- REFER TO A4.3 FOR COMPLETE INFORMATION

CONFORMANCE TO 9.36 - PRESCRIPTIVE REQURIEMENTS 9.36.2 -

9.36.4, REFER TO A4.0 FOR COMPLETE INFORMATION

REZONED FROM RS-1 TO CD VIA REZ2016-00005

CONC.UNIT

PAVERS

CONC.UNIT

PAVERSLAWN

CL OF LANE

EXG

. 222

.6'

FIN. 2

22.2

8'

EXG. 222.28'

FIN. 222.28'

EXG

. 220.6'

FIN. 220.38'

EXG

. 220

.38'

FIN. 2

20.3

8'

ELEV. 219.2

ELEV

. 222.9

ELEV

. 220.8

20

0 m

m S

TO

RM

CO

NN

EC

TIO

N

RE

FE

R T

O C

IVIL

DW

G

10

0 m

m S

AN

I. C

ON

NE

CT

ION

RE

FE

R T

O C

IVIL

DW

G

19

mm

WA

TE

R C

ON

NE

CT

ION

RE

FE

R T

O C

IVIL

DW

G

LAWN

CHARACTER SKETCH FRONT

GENERAL CONSTRUCTION / SECTION NOTES

FOOTING / FOUNDATION NOTES:

1. ALL FOOTINGS TO BE MIN. 18" BELOW GRADE2. REFER TO STRUCTURAL DRAWINGS FOR ALL FOOTING SIZES AND REINFORCEMENT3. PERIMETER DRAINAGE TO BE 4" PERFORATED PVC PIPE - HOLES DOWN - PACKED IN MIN. 6" DRAIN ROCK AND WRAPPED IN LANDSCAPE FABRIC4. NOT USED5. WHERE STRUCTURAL SLAB MEETS WALL USE MOISTURE BARRIER AS A BOND BREAK6. ALL RAIN WATER LEADERS TO BE VIA 4" SOLID WALL PVC LED TO SUMP AS REQ'D7. NOT USED

TOP OF FOUNDATION WALL NOTES:

1. ALL GRADE AT FOUNDATION WALL TO BE FINISHED TO FORM NOMINAL SLOPE FROM FOUNDATION WALL2. WHERE ADJACENT GRADE IS HARD SURFACE, MIN. DISTANCE TO FINISHES IS 2"3. WHERE ADJACENT GRADE IS EARTH OR OTHER, MIN. DISTANCE TO FINISHES IS 8"4. SILL PLATE TO BE PRESSURE TREATED (FASTENERS TO BE COMPATIBLE)5. SILL IS SET ON SILL GASKET6. ALL WOOD IN CONTACT W/ CONC. TO BE PRESSURE TREATED OR BE SEPERATED FROM CONC. BY BUILDING PAPER OR AIR SPACE.7. ANCHOR BOLTS AND HOLD DOWN REGIME AS PER STRUCTURAL DRAWINGS8. ALL HOT DIPPED GALVINIZED FASTENERS TO BE USED FOR EXTERIOR EXPOSED APPLICATIONS

WALL FLASHING AND INTERSECTION NOTES:

1. ALL WALL ROOF INTERSECTIONS SHALL BE PROVIDED WITH FLASHING2. WHERE SKIRT ROOFS ARE PRESENT - INSTALL MIN. 1 LAYER 30 MIN. BUILDING PAPER PRIOR TO INSTALL OF JACK/SKIRT STRUCTURE3. FLASHING REFERRED TO ABOVE SHALL BE PLACED ON FLASHING PAPER4. FLASHING REFERRED TO ABOVE SHALL RETURN UP WALL MIN. 2" AND HAVE 2 LAYER 30 MIN. FIELD BUILDING PAPER LAPPED OVER5. PRESSURE TREATED BATTENS OR DRAINAGE MAT SHALL BE HELD BACK FROM THE TOP OF FLASHING6. IF PRESSURE TREATED VERTICAL BATTENS ARE USED - INSTALL INSECT SCREEN STAPLED FIRST AND WRAPPED TAUT OVER BATTENS

GENERAL RAINSCREEN NOTES:

1. ALL BOTTOM OF WALL CONDITIONS SHALL BE VENTED.2. RAINSCREEN SHALL BE PROVIDED BY 3/4" PRESSURE TREATED VERTICAL BATTENS MAX 12" OC OR APPROVED DRAINAGE MAT.3. REGARDLESS OF PROVISIONS FOR THE DRAINAGE CAVITY, CORNERS AND ABUTMENTS TO WINDOWS AND DOORS SHALL BE DONE W/ PRESSURE TREATED VERTICAL BATTENS TO PRODUCE CLEAN CORNERS ETC.4. ALL WALL PENETRATIONS FOR LIGHTS, VENTS AND OTHERS SHALL BE AUGMENTED BY A WOOD BLOCK SET ON PEEL AND STICK AND FLASHED AS PER WINDOW PENETRATIONS.

ROOF AND SOFFIT NOTES:

1. ALL ROOFING TO BE INSTALLED TO RCABC GUARANTY STANDARDS2. NOT USED.3. FOR VENTILATION REFER TO ROOF PLAN / ASSUME CONTINUOUS 1 1/2" STRIP VENT IN ALL SOFFIT LOCATION4. NOT USED.5. NOT USED7. INSTALL FLASHING AT EAVE DRIPS AS PER RCABC8. EAVES TROUGH TO BE EXTRUDED ALUMINUM SECTION - FINAL COLOURS AND PROFILE TO BE DETERMINED9. SET EAVES TROUGHS ON 2x GUTTER FASICAS10. SOFFIT MATERIAL TO BE 1x4 V-JOINT CEDAR UNLESS NOTED OTHERWISE11. NOT USED.

WINDOW NOTES

1. DIMENSIONS INDICATED REPRESENT ROUGH OPENINGS (WIDTHxHEIGHT). CONFIRM FINAL ROUGH OPENINGS & INSTALLATION REQUIREMNETS WITH MANUFACTURER.2. NOT USED.3. GLAZING IN DOORS, SIDELIGHTS & WINDOWS WITHIN 36" OF EXTERIOR DOOR LOCKSETS, BATHTUBS OR SHOWERS TO BE SAFETY GLASS.4. BEDROOM WINDOW OPENINGS TO MEET BCBC 2012 REQUIREMENTS FOR EGRESS.5. HANDLE AND INSTALL WINDOWS AS PER MANUFACTURERS WRITTEN INSTRUCTIONS.6. WINDOWS TO BE THERMALLY-BROKEN ALUMINUM, U.N.O.

GENERAL REQUIREMENTS

STANDARDS AND MANUFACTURER'S LITERATUREl:

1. It is intended that this project shall meet the requirements of the BCBC 2012, and CMHC Building Standards, latest editions, in all respects and Municipal Building Regulations.2. In the absence of other standards being required by the Contract Documents, all work is to conform to, or exceed, the minimum standards of the Canadian Government Specifications Board, the Canadian Standards Association, the VBBL, the Workers' Compensation Board of British Columbia, and manufacturers of materials supplied for this project, whichever is/are applicable.

SAFETY REQUIREMENTS:

1. Observe and enforce all construction safety measures by the Canadian Construction Safety Code supplemented by the BCBC 2012, applicable WorksafeBC requirements, and local statutes and By-laws.

PROTECTION OF PUBLIC WORK AND PROPERTY:

1. Adequately protect all work unaffected by the work, completed or in progress. Any work damaged or defaced due to failure to provide such protection shall be removed and replaced or repaired as directed by the Consultant at no increase in the Contract Price.2. Prevent overloading of any part of the building. Do not cut, drill or otherwise sleeve any load-bearing structural member without written approval of the Consultant.3. The Contractor shall assume responsibility for any damage to existing paving, walks, adjacent building and property, services, etc. caused by construction operations. He shall repair and make good same, or bear the expense of such repairing.

ADJACENT PROPERTY:

1. The Contractor shall conduct construction operations with minimum interference to adjacent property roadways, sidewalks, and access to facilities in general. Keep such areas free from materials, debris, and equipment at all times. Confine operations to areas designated by the Consultant and/or Owner. Maintain fire vehicular access to existing building at all times.2. Keep loud noises to a minimum only as necessary to conduct work. Loud music and swearing audible on adjacent properties is not acceptable.

SHOP DRAWINGS AND SUBMITTALS:

1. Submit to the Consultant for review, shop drawings for windows and doors and millwork or other items as specified herein or as requested by the Consultant.2. Throughout the duration of the Contract, whenever requested to do so by the Consultant, submit product samples and colour charts. This is of particular importance where materials are described in generic terms on the drawings.3. Until submission is reviewed, work involving relevant product may not proceed.4. Review shop drawings, product data and samples prior to submission.5. Submittals to include Contractor's stamp, initialed and signed, certifying review of submission, verifications of field measurements and compliance with the Contract Documents.6. The Contractor's responsibility for errors and omissions is not relieved by the Consultant's review of submittals.

LOCATION OF EQUIPMENT AND FIXTURES:

1. Location of equipment, fixtures and outlets indicated or specified are to be considered as approximate. Location of service runs, ducts, conduits, piping, suspensions systems, and other concealed items shown on drawings are diagrammatic.2. Locate equipment, fixtures and distribution systems to provide minimum interference and maximum usable space and in accordance with manufacturer's recommendations for safety, access, and maintenance.

CONCEALMENT:

1. Conceal pipes, ducts, and wiring in floor, wall and ceiling construction of finished areas except where otherwise indicated.

PROJECT RECORD DOCUMENTS:

1. As-Built Drawings: The Contractor shall keep one set of white prints of all contract drawings, Architectural, Interior Design, Structural, Mechanical, Electrical, Plumbing and Drainage, included addenda, revisions, clarifications, change orders and approved shop drawings in the site office and identify them as "As-Built drawings".

PROJECT CLOSE-OUT:

1. Disposal Requirements:Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti-pollution laws. Dispose of rubbish, debris and waste materials at periodic intervals away from the site and in a legal manner.2. Final Cleaning:Employ only skilled workers for final cleaning. Clean and polish glass, mirrors, hardware, wall tie, stainless steel, chrome, porcelain enamel, baked enamel, plastic laminate, mechanical and electrical fixtures. Remove stains, spots, marks and dirt from decorative work. Vacuum clean and dust all building interiors, carpets, behind grilles, louvres and screens. Clean, wax and seal or prepare all floor finished as recommended by the manufacturer.

GENERAL NOTES - ARCHITECTURAL:

1 All work shall conform to the standards of Section 9 of the BCBC 2012, all local codes, bylaws and amendments.2 Do not scale drawings. Dimensions always take precedence.3 The general contractor shall verify all datum's, dimensions and levels prior to commencement of work. Any errors, omissions or discrepencies to be discussed with the Architect.4 These drawings are the exclusive property of the Architect, and cannot be reproduced without the expressed written consent of the Architect.5 All work to be performed to current good trade practice standards by workmen skilled in their trades.6 All materials to be of good quality, properly transported, stored, and protected.7 All exterior dimensions taken from outside face of sheathing or exterior face of concrete and interior framing centre lines unless noted otherwise.

VENTILATION NOTES:

1. ALL WORK TO COMPLY WITH SECTION 9.32 OF THE BCBC 2012 (INCLUDING AMENDMENTS)2. ALL REGISTER AND APPLIANCE LOCATIONS ARE DIAGRAMMATIC WITHIN ROOMS. FINAL LOCATIONS TO BE COORDINATED WITH ON SITE STRUCTURE AND CEILING AND LIGHTING DESIGN3. ALL FUEL BURNING APPLIANCES SHALL BE HI EFFICIENY SEALED UNITS4. BUILDING IS NOT VENTILATED BY NATURAL MEANS THEREFORE TABLE 9.32.2.2 DOES NOT APPLY5. AN HRV IS BEING USED AS THE PRINCIPAL VENTILATION SYSTEM6. ALL DUCTING TO EACH BEDROOM AND TO EACH FLOOR WITHOUT A BEDROOM SHALL BE DEDICATED DUCTS7. SUPPLY AND EXHAUSTS ARE SHOWN AS MINIMUMS. THE CONTRACTOR MAY OPT FOR MORE, BUT NOT LESS - ENSURE THE HRV IS APPRORIATE FOR ANY INCREASE8. HRV/EXHAUST SYSTEM TO OPERATE CONTINUOUSLY9. HRV/EXHAUST SYSTEM TO BE OPERATED BY A DEDICATED SWITH WITH ON/OFF ONLY10. IF AN HRV SYSTEM IS DESIGNED TO RUN AT MULTIPLE AIR FLOW RATES - THIS CONTROL SHALL BE A SEPARATE SWITCH - ALL RATES MUST STILL MEET 56 L/s (119 CFM)11. HRV EXHAUST LOCATIONS TO BE NEAR TOP OF WALLS11. BATHROOM FANS TO BE MIN 23 L/s (49 CFM) IF INTERMITTENT OR 9 L/S IF CONTINUOUS12. KITCHEN FAN TO BE MIN. 47 L/s (100 CFM)13. ALL DUCTING TO BE AS PER MANUFACTURER'S SPECIFICATION, BUT SHALL MEET TABLE 9.32.3.8. (3)

Revisions

No. Date Details By

Project

Drawing Title

BUILDER'S RESPONSIBILITY TO LAYOUT WORK

It is the Builder's responsibility to lay out & carry out thework as detailed in the contract documents. It is thereforenecessary for the builder to pay very close attention to actual site dimensions, geometries and conditions whichmay vary from those assumed on the drawings.

Any discrepencies which the Builder discovers within thecontract documents themselves or between the contractdocuments & site conditions, are to be discussed with the Architect immediately before proceeding with any work.

Written dimensions shall have precedence over scaleddimensions.

Copyright Reserved.

This plan and design are, and at all times remain, the ex-clusive property of HEARTH architectural Inc. and maynot be used or reproduced without written consent.

Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

PrivateDEVELOPMENT

321 West 14th StreetNorth Vancouver BC

FEB 2016 1570

AS SHOWN

HAI

VJM

1 FEB 29 2016 ISSUED FOR DEV APP VJM

2 AUG 22 2016 ISSUED in RESPONSE VJM

3 JAN 26 2017 ISSUED FOR COORD VJM

4 FEB 7 2017 ISSUED FOR BP VJM

E D C B A

1

2

3

4

5

6

7

8

9

A

-

A

-

FOUNDATION

PLAN

A2.0

AS

SU

ME

D B

EA

M O

VE

R

ASSUMED BEAM OVER

ASSUMED BEAM OVERASSUMED SHEAR WALL ELEV. 216.75'

AS

SU

ME

D S

HE

AR

WA

LL

CL

EA

R C

RU

SH

EL

EV

. 2

19

.50

'

FD FD

FD FD

BASEMENT SLAB

ELEV. 216.75'

ELEV. 216.50'

ELEV. 216.75'

ELEV. 216.50'

ELEV. 216.75'

EL

EV

. 2

20

.25

'

CL

EA

R C

RU

SH

EL

EV

. 2

19

.50

'

EL

EV

. 2

20

.25

'

CL

EA

R C

RU

SH

EL

EV

. 2

19

.50

'

EL

EV

. 2

20

.25

'

CL

EA

R C

RU

SH

EL

EV

. 2

19

.50

'

EL

EV

.

22

0.2

5'

E 2

23.9

F 2

23.5

E 2

24.3

F 2

24.0

E N

/A

F 2

24.5

E N

/A

F 2

24.0

E 2

24.4

F 2

24.0

E N

/AF 2

16.2

5

E N

/AF 2

16.2

5

E 2

23.1

F 2

23.0

E 2

23.9

F 2

23.5

EL

EV

. 2

23

.17

'E

LE

V.

22

3.6

7'

EL

EV

. 2

24

.17

'

EL

EV

. 2

24

.17

'

ELEV. 223.50'

ELEV. 223.50'

ASSUMED SHEAR WALL ELEV. 216.75'

EL

EV

. 2

16

.75

'

EL

EV

. 2

16

.75

'

ELEV. 216.75'

EL

EV

. 2

16

.75

'

EL

EV

. 2

16

.75

'

EL

EV

. 2

16

.75

'

TOC. ELEV. 224.75'

TOC. ELEV. 224.75'

TOC. ELEV. 224.75'

TOC. ELEV. 224.75'

TOC. ELEV. 224.75'

TO

C.

EL

EV

. 2

24

.75

'

FD

SS

SS

FD

FD

SS

BATH

BATHBATH

TOC. ELEV. 225.41'

TOC. ELEV. 225.41'

TOC. ELEV. 225.41'

TOC. ELEV. 225.41'

TOC. ELEV. 225.41'

SLAB OVER

225.41'

SLAB OVER

225.41'

SLAB OVER

225.41'

SLAB OVER

225.41'

SLAB OVER

225.41'

BASEMENT SLAB

ELEV. 216.75'

BASEMENT SLAB

ELEV. 216.75'

DS

DS

DS

DS

DS

DS

DSDS

DS

DS

DSDS

DS

DS

54

'-3

5/8

"6

'-8

1/4

"3

'-8

"5

'-0

"

2'-

1 1

/8"

8'-

4"

4'-

6"

1'-

11

"1

'-1

1"

4'-3 1/2"

10

'-8

7/8

"1

1'-

4"

9'-

6"

11

"1

1"

4'-3 1/2"

3'-7 1/2"

3'-7 1/2"

5'-

5 3

/8"

4'-

11

5/8

"3

'-2

3/4

"5

'-0

"3

'-1

7/8

"

1'-1 1/2"

8'-

0"

27

'-0

3/4

"8

'-0

"

8'-

0"

4'-

10

1/8

"

3'-2"

2'-6"

1'-0"

5'-

0"

2'-0"

17

'-2

5/8

"5

'-0

"6

'-6

3/8

"8

'-4

"

8'-

0"

4'-

7 1

/2"

2'-0"

50'-0"

8'-0" 14'-6" 9'-6"

1'-1 1/2"

1'-4 5/8"

1'-

4 5

/8"

1'-

4 5

/8"

1'-4 5/8"

1'-4 5/8"

1'-

4 5

/8"

10'-10 3/4" 5'-4 1/2" 7'-8 3/4"

5'-

1 7

/8"

12

'-1

1 7

/8"

8'-

11

"

11

'-9

5/8

"1

2'-

11

7/8

"8

'-0

3/8

"4

'-1

5/8

"

13'-10"

50'-0"

13'-4" 9'-4" 11'-0"8"8" 8" 13'-4 7/8"

3'-

8"

1'-

6 7

/8"5

'-2

7/8

"

5'-

6 1

/8"

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

Private

DEVELOPMENT

321 West 14th Street

North Vancouver BC

FEB 2016 1570

AS SHOWN

HAI

VJM





E D C B A

1

2

3

4

5

6

7

8

9

A

-

A

-

BEDROOM

DEN

BEDROOM

REC ROOMREC ROOM

REC ROOM

CELLAR FLOOR

PLAN

A2.1

2071 SQ FT

BATH

BATH

BATH

TILE

TILE

TILE

2/3

06

8

2/2668

266

8

266

8

2668

2668

266

8

266

82

66

8

2668

26682668

266

8

IHW /BOILER

IHW

/BO

ILE

R

IHW /BOILER

2/2

66

8

2/2

66

8

AC

TIV

E

AC

TIV

E

SUITE SEPARATON SUITE SEPARATON

SU

ITE

SE

PA

RA

TO

N

SD

SD

SD

SD

SD

SD

36

" H

AN

DR

AIL

/GU

AR

D

36

" H

AN

DR

AIL

/GU

AR

D

36" HANDRAIL/GUARD

UP 15 RI@ 7.20"

UP 13 RU@ 9.50"+ 1.5" NOSING

+ LANDING

UP 15 RI@ 7.20"

UP 13 RU@ 9.50"+ 1.5" NOSING

+ 2 LANDINGS

UP 15 RI@ 7.20"

UP 13 RU@ 9.50"+ 1.5" NOSING

+ 2 LANDINGS

266

8

403

0

ME

ET

EG

RE

SS

263

02

63

0

263

0

ME

ET

EG

RE

SS

403

0

ME

ET

EG

RE

SS

PR

IVA

CY

SC

RE

EN

FD FD

FD FD

SUNKEN

PATIO

SUNKEN

PATIO

1% SLOPE TYP.

1% SLOPE TYP.

E N

/A

F 2

24.0

E N

/AF 216.25

E N

/AF 216.25

UP 11 RI@ 7.64"

UP 9 RU@ 9.50"+ 1.5" NOSING

+ LANDING

UP 11 RI@ 7.64"

UP 9 RU@ 9.50"+ 1.5" NOSING

+ LANDING

ELEV. 216.50'

EL

EV

. 2

16

.50

'

DS

DS

DS

DS

DS

DS

DSDS

DS

DS

DS

DSDS

DS

E 223.9

F 223.5

E 2

23.1

F 2

23.0

E 224.4

F 224.0

E 223.9

F 223.5

E 2

24.3

F 2

24.0

E N

/A

F 2

24.5

DS

54

'-3

5/8

"

16

'-4

1/4

"3

7'-

11

3/8

"

6'-

3 1

/8"

17

'-2

1/8

"6

'-7

3/4

"7

'-1

0 3

/8"

8'-

2 1

/2"

5'-

0"

3'-

1 7

/8"

51

'-5

"

24

'-4

1/4

"2

7'-

0 3

/4"

10

'-8

3/8

"1

3'-

7 7

/8"

17

'-2

5/8

"5

'-0

"1

'-9

"3

'-1

"

2'-0"

1'-1 1/2"

17

'-6

"4

'-2

"4

'-2

7/8

"3

'-7

3/8

"9

'-1

1 3

/4"

3'-

0"

3'-

4 1

/2"

8'-

5 1

/8"

5'-

8 3

/4"

4'-

4 1

/2"

3'-

0"

2'-

4 1

/2"

11

'-7

"

50'-0"

14'-0" 9'-4" 8" 11'-0 7/8" 14'-0"

8'-

0"

6'-

8 1

/4"

3'-

8"

3'-

8"

1'-

6 7

/8"

3'-0"

3'-

0"

3'-0"

3'-

0"

3'-

2 1

/2"

3'-

0"

3'-0"

3'-0" 3'-0"

3'-

0"

7'-8 1/4"3'-7"14'-9 1/2"9'-8 5/8"2'-4 1/2"1'-5 7/8"10'-1 3/4"

4'-1 3/4"3'-7"5'-4 1/2"10'-10 3/4"

2'-9 3/4" 5'-5 1/2"

3'-9"

SDSMOKE DETECTOR HARD-WIRED AND

INTERCONNECTED

BATHROOM FAN

UNIT 3

UNIT 2

UNIT 1

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

Private

DEVELOPMENT


North Vancouver BC

FEB 2016 1570

AS SHOWN

HAI

VJM





E D C B A

1

2

3

4

5

6

7

8

9

A

-

A

-

30503050

30503050

DW

F

DW

F

DINING LIVING

DININGLIVING

DINING

LIVING

FRONT

PORCH

FRONT

PORCH

COVERED DECK

SUNKEN PATIO

SUNKEN PATIO

KITCHENKITCHEN

KITCHEN

MAIN FLOOR

PLAN

A2.2

2071 SQ FT

E 223.9

F 223.5

E 2

24.3

F 2

24.0

E N

/A

F 2

24.5

E N

/A

F 2

24.0

E 224.4

F 224.0

E N

/AF 216.25

E N

/AF 216.25

E 2

23.1

F 2

23.0

E 223.9

F 223.5

FINISH ELEV.

225.58'

EXTERIOR TILE FINISH


42

" G

UA

RD

42

" G

UA

RD

223.50'

22

3.5

0'

22

3.5

0'

ELEV. 216.50'

EL

EV

. 2

16

.50

'

22

3.5

0'

22

3.5

0'

FINISH ELEV.

225.58'

223.58'4

2" G

UA

RD

42" GUARDDN 11 RI@ 7.64"

DN 9 RU@ 9.50"+ 1.5" NOSING

+ LANDING

DN 11 RI@ 7.64"

DN 9 RU@ 9.50"+ 1.5" NOSING

+ LANDING

FINISH ELEV.

225.58'


FINISH ELEV.

225.58'


UP 4 RI@ 6.24"

UP 3 RU@ 10.00"+ 1.5" NOSING

UP 4 RI@ 6.00"

UP 3 RU@ 10.00"+ 1.5" NOSING

42" GUARD

42" GUARD

42" G / HRAIL

42" G / HRAIL

224.00'

UP 3 RI@ 6.32"

UP 3 RU@ 10.00"+ 1.5" NOSING

224.00'

UP 3 RI@ 6.32"

UP 3 RU@ 10.00"+ 1.5" NOSING

224.00'UP 3 RI@ 6.32"

UP 3 RU@ 10.00"+ 1.5" NOSING

36

" G

UA

RD

36

" G

UA

RD

36

" G

UA

RD

36

" G

UA

RD

36

" G

UA

RD

BACK

VENT D/V

GAS F/P

POWDER

TILEPOWDER

TILE

POWDERTILE

DN 15 RI@ 7.20"

DN 13 RU@ 9.50"+ 1.5" NOSING

+ LANDING

36" GUARD

UP 16 RI@ 7.50"

UP 14 RU@ 9.50"+ 1.5" NOSING

+ LANDING

DN 15 RI@ 7.20"

DN 13 RU@ 9.50"+ 1.5" NOSING

+ LANDING

UP 16 RI@ 7.50"

UP 14 RU@ 9.50"+ 1.5" NOSING

+ LANDING

DN 15 RI@ 7.20"

DN 13 RU@ 9.50"+ 1.5" NOSING

+ LANDING

UP 16 RI@ 7.50"

UP 14 RU@ 9.50"+ 1.5" NOSING

+ 2 LANDINGS

307

0

307

0

307

0

2/2

07

0

2/2

67

0

2/2

67

0

2670

2670

2670

2/2

07

0

TOP

VENT D/V

GAS F/P

TOP

VENT D/V

GAS F/P

SAFETY

W

D

3/3070

3/3070

F

DW

FOYER

FOYER

FOYER

307

0

3050 3050

20362036

203

62

03

6

ELEV. 225.75'

ELEV. 225.75'

ELEV. 225.75'

203

6

FRONT PORCH

FINISH ELEV.

225.58'


HATCHED AREA

DENOTES UNVENTED

R28 ABOVE

HATCHED AREA

DENOTES UNVENTED

R28 ABOVE

DS

DS

DSDS

DS

DS

DS

DSDS

DS

DS

DS

DSDS

DS

65

'-1

1 7

/8"

6'-

8 1

/4"

37

'-1

1 3

/8"

4'-

11

5/8

"1

1'-

3 5

/8"

5'-

1"

3'-

9 1

/8"

5'-

0"

19

'-4

5/8

"6

'-5

1/8

"3

'-4

3/8

"

64

'-5

"

8'-

0"

27

'-0

3/4

"8

'-0

"1

6'-

4 1

/4"

5'-

0"

4'-

10

1/8

"5

'-0

"1

7'-

2 5

/8"

10

'-7

"5

'-9

1/4

"8

'-0

"

50'-0"

8'-0" 24'-0" 18'-0"

3'-3 1/4" 4'-8 3/4" 8'-1 1/2" 11'-1 1/2" 4'-9" 6'-3"4'-3"5'-10 1/2"1'-7 1/2"

2'-

0"

9 1

/4"

3'-

0"

2'-0"5'-6"2'-0"

2'-

0"

9 1

/4"

6'-

0 3

/4"

2'-0"8'-4 1/2"2'-0"

2'-0" 6'-0"

8'-

2 1

/2"

5'-

0"

3'-

1 7

/8"

1'-1 1/2"

1'-1 1/2"

2'-0"

4'-6 1/4" 2'-9 3/4" 16'-4 3/4" 7'-11 1/2" 5'-6" 12'-9 3/4"

4'-9 3/4" 1'-0" 2'-5 1/2" 16'-0" 7'-8 3/4"

2'-8 3/4"

3'-8 3/4"

6'-

8 3

/4"

6'-

10

1/2

"2

'-9

"6

'-4

3/8

"6

'-9

1/2

"4

'-5

1/4

"5

'-2

"1

5'-

2 1

/8"

2'-

10

5/8

"

5'-

8 3

/4"

5'-

2 3

/4"

7'-

4 1

/2"

13

'-1

1 1

/2"

50'-0"

24'-0" 26'-0"

14'-0" 15'-0"11'-0"10'-0"

7'-0" 11'-8 3/8" 5'-3 5/8" 5'-9 3/4" 12'-1 3/4" 8'-0 1/2"

3'-0"

3'-

0"

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

3'-

0"

3'-

2 1

/2"

3'-

0"

3'-0"

1'-6"5'-0"1'-6"

5'-0"

5'-0"

4'-6"5'-0"4'-6"

3'-

0"

3'-0"

3'-

0"

COVERED DECK

5'-0"4'-6" 4'-6"

SD

SD

SD

36

" H

/RA

IL

36" H/RAIL

36

" H

/RA

IL

36

" H

/RA

IL

36" H/RAIL/GUARD

36" H/RAIL/GUARD

UNIT 3

UNIT 2

UNIT 1

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

Private

DEVELOPMENT


North Vancouver BC

FEB 2016 1570

AS SHOWN

HAI

VJM





E D C B A

1

2

3

4

5

6

7

8

9

A

-

A

-

DN 16 RI@ 7.50"

DN 14 RU@ 9.50"+ 1.5" NOSING

+ LANDING

2640

203

6

304

03

04

0

2640

30403040

30403040

DDDD

BALCONY

BALCONY

MASTER

BEDROOM

MASTER

BEDROOM

MASTER

BEDROOM

BEDROOM

BEDROOM

BEDROOM

BEDROOM

BEDROOM

BEDROOM

SECOND

FLOOR PLAN

A2.3

2102 SQ FT

ENSUITE

ENSUITE

ENSUITE

BATH

TILE TILE

BATH

TILE

BATH

TILE

LAUNDRY

TILE

W

D

W

D

LAUNDRY

TILE

ELEV. 285.75'

ELEV. 285.75'

FIN. ELEV. 285.50'

FIN. ELEV. 285.50'

42" GUARD

DDDD

2/2

66

8

AC

TIV

E

42" GUARD

2/2

66

8

AC

TIV

E

2640 2640

203

6

264

0

264

0

SD

SD SD

TILE

TILE

SD SD

SD

SD

SD

SD

SD

SD

SD

266

8

206

8

2/3

07

02

/306

8

2/2668

266

8

2670

266

8

2/2

06

8

286

8

2668

2668

266

8

266

8

266

8

266

82

66

8

2/2

66

8

2/3068

2668

2668

2668

2/2068

266

8

266

8

2668

2630

36

" G

UA

RD

36" GUARD

36

" H

RA

IL/G

UA

RD

36" HRAIL/GUARD

36" HRAIL

4:1

2

4:124:12

4:12 4:12

4:124:12

4:12

2036

2640

2640 2640

264

0

103 SQFT ATTIC

VENTED BELOW

@1/300

DS

DS

DS

DS

DS

DS

DS

DS

DSDS

DS

DSDS

DS

DS

DS

DS DS

DS

DN 16 RI@ 7.50"

DN 14 RU@ 9.50"+ 1.5" NOSING

+ LANDING

DN 16 RI@ 7.50"

DN 14 RU@ 9.50"+ 1.5" NOSING

+ 2 LANDINGS

57

'-3

5/8

"

2'-

10

5/8

"

7'-

4 1

/8"

24

'-8

5/8

"

32

'-0

3/4

"2

2'-

4 1

/4"

2'-

4 5

/8" O

FF

SE

T

17

'-8

3/4

"1

4'-

4"

57

'-3

5/8

"

32

'-2

3/4

"2

5'-

0 7

/8"

8'-

7 7

/8"

18

'-1

0"

4'-

9"

11

'-7

"1

3'-

5 7

/8"

50'-0"

12'-4 1/2"5'-7 1/2"24'-0"8'-0"

4'-7"

16'-1 1/2" 8'-7 1/4" 7'-3 1/4"

50'-0"

26'-0"24'-0"

6" 13'-0" 10'-6"

5'-3 5/8"6'-6"

13'-0" 1'-6"11'-6"

5'-9 3/4" 7'-6 3/4" 4'-7 1/2" 4'-7 1/2" 3'-4 1/2"

4'-

4 1

/2"

4'-

4 1

/2"

9'-8 3/4" 2'-4 1/2" 3'-4 1/2" 4'-6" 10'-11 1/4"4'-9 1/2" 3'-5 1/2" 6'-7" 3'-4 1/2"

10 1/2"

4'-6 1/4" 7'-7" 4'-10 1/2" 6'-9" 5'-5 1/2" 6'-5" 12'-0 1/4"2'-4 1/2"

5'-6 1/4" 2'-0" 3'-4 1/2" 3'-4 1/2" 1'-11 1/2" 1'-11" 5'-10 1/4"

12

'-3

1/2

"3

'-1

0 7

/8"

3'-

11

5/8

"4

'-3

"8

'-1

"

2'-

4 1

/2"

2'-

4 1

/2"

9'-

11

1/4

"8

'-8

3/4

"

3'-10 1/2" 2'-4 1/2" 12'-0 1/4"

ROOF VENT

ROOF VENT

UNIT 3

UNIT 2

UNIT 1

HRV UNIT

OVER

HR

V U

NIT

OV

ER

HRV UNIT

OVER

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

Private

DEVELOPMENT


North Vancouver BC

FEB 2016 1570

AS SHOWN

HAI

VJM





E D C B A

1

2

3

4

5

6

7

8

9

A

-

A

-

ROOF PLAN

A2.4

12:1212:12

7.5:127.5:12

CR

ICK

ET

METAL V

ALLEY

METAL VALLEY

METAL V

ALLEY

7.5:12 7.5:12

CR

ICK

ET

+/-

5.8

:12

+/-

5.8

:12

+/-

10

.2:1

2

PROVIDE CONTINUOUS ROOF VENTING

AREA OF SECOND FLOOR 2102 SQ FT TO

BE ATTIC VENTED @ 1/300

PROVIDE 7.00 SQ FT TOTAL VENTING

PROVIDE MIN. 1.75 SQ FT @ RIDGE

PROVIDE MIN. 1.75 SQ FT @ EAVES

CONTRACTOR TO PROVIDE RIDGE

VENTS ON ALL RIDGES TO ALLOW FOR

ATTIC SEPARATION OF SUITES

TOTAL RIDGE LENGTH +/- 25'

TO

TA

L R

IDG

E L

EN

GT

H +

/- 1

4'

TO

TA

L R

IDG

E L

EN

GT

H +

/- 3

5'

PR

OV

IDE

CO

NT

INU

OU

S R

OO

F V

EN

TIN

G

PR

OV

IDE

CO

NT

INU

OU

S R

OO

F V

EN

TIN

G

DS

DS

DS

DS

DSDS

DS

DS DS

DS

3'-

0"

1'-0" 1'-0" 2'-0" 2'-0"

3'-

0"

3'-

0"

1'-0"

1'-

7 1

/2"

1'-

7 1

/2"

11 1/4"

3'-

0"

1'-6 5/8"

1'-7 1/2"

1'-

6"

1'-

6"

1'-7 1/2"

2'-1 1/2"

1'-7 1/2"1'-7 1/2"

1'-

7 1

.2"

3'-

0"

1'-10"1'-10"

1'-0" 1'-0"

11 1/4"

1'-6 5/8"

7.5:12

1'-0"

1'-6 5/8"

3'-

0"

OVERHANGS ARE NOT

EQUAL - OFFSET HIP TO

ALLOW FOR 1'-0" MAX

PROJECTION - NO ROOF

PROJECTIONS WITHIN 4'-0"

OF SIDE PROPERTY LINES

OVERHANGS ARE NOT

EQUAL - OFFSET HIP TO

ALLOW FOR 1'-0" MAX

PROJECTION - NO ROOF

PROJECTIONS WITHIN 4'-0"

OF SIDE PROPERTY LINES

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

Private

DEVELOPMENT


North Vancouver BC

FEB 2016 1570

AS SHOWN

HAI

VJM





7.5

12

7.5

12

7.5

12

7.5

12

12

12

12

12

4

12

4

12

4

12

NORTH ELEVATION

E N

/A

F 2

24.0

E 2

24.3

F 2

24.0

E 2

23.9

F 2

23.5

E 2

23.9

F 2

23.5

NORTH ELEVATION

WEST ELEVATION

A3.0

10.2

12

4

12

E 2

23.9

F 2

23.5

E 2

23.9

F 2

23.5

E 2

23.1

F 2

23.0

WEST ELEVATION

225.75' MAIN

216.75' BASE

235.75' SECOND

250.75' RIDGE

8'-

0"

9'-

0"

8'-

0"

225.75' MAIN

216.75' BASE

235.75' SECOND

250.75' RIDGE

8'-

0"

9'-

0"

8'-

0"

EDCBA

A

-

1 2 3 4 5 6 7 8 9

A

-

3070

3070

3070 30503050

2036 2036

2036 2036

26402640 2036 26402640

2630

2640

26402640

2640

10

"

1'-

2"

3 1

/2"

1'-2"9

1/4

"

11 1

/4"

1'-

3"

6'-

6 5

/8"

3 1

/2"

2'-

6"

1'-8"

3 1/2"

11 1

/4"

9 1

/4"

3'-

1"

3"

9 1/4"

9 1

/4"

5 1

/2"

5 1/2"

3 1

/2"

11

1/4

" 8"

3'-

0"

5 1/2"

7 1/4"

10"2'-2"

1'-

2"

9 1

/4"

8"

8"

9 1/4"

3"

8"R

3'-

0"

4"

2'-0"1'-0" 1'-0"

1'-0"

E N

/AF 2

25.5

1

E N

/AF 2

44.1

4

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

Private

DEVELOPMENT


North Vancouver BC

FEB 2016 1570

AS SHOWN

HAI

VJM





26402640

7.5

12

7.5

12

4

12

4

124

12

4

12

7.5

12

E 2

23.1

F 2

23.0

E 2

24.4

F 2

24.0

SOUTH ELEVATION

EAST ELEVATION

A3.1

SOUTH ELEVATION

EAST ELEVATION

225.75' MAIN

216.75' BASE

235.75' SECOND

250.75' RIDGE

8'-

0"

9'-

0"

8'-

0"

4

12

+/- 5.8

12

+/- 5.8

12

E 2

24.4

F 2

24.0

E N

/AF 2

24.0

E 2

24.3

F 2

24.0

225.75' MAIN

216.75' BASE

235.75' SECOND

250.75' RIDGE

8'-

0"

9'-

0"

8'-

0"

E D C B A

A

-

123456789

A

-

30503050

30503050

3/3070

3/3070

2036

30403040304030402/2668

2/26682640 26402'-0" 4" MAX

3'-

6"

3'-

0"

1'-

0"

9 1/4"

9 1

/4"

7 1

/4"

11 1

/4"

1'-0"

1'-0"

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

Private

DEVELOPMENT


North Vancouver BC

FEB 2016 1570

AS SHOWN

HAI

VJM





7 7

EXPOSING

BUILDING FACE

CALCULATIONS

A3.2

7 7

7

225.75' MAIN

216.75' BASE

235.75' SECOND

250.75' RIDGE

8'-

0"

9'-

0"

8'-

0"

225.75' MAIN

216.75' BASE

235.75' SECOND

250.75' RIDGE

8'-

0"

9'-

0"

8'-

0"

SOUTH ELEVATION

57.13% UPROTECTED OPENINGS ALLOWED7.14% UPROTECTED OPENINGS ALLOWED

WEST ELEVATION

EAST ELEVATION

7.14% UPROTECTED OPENINGS ALLOWED

MAX SIZE OF INDIVIDUAL OPENINGS IS 8.4 SQ FT

MAX SIZE OF INDIVIDUAL OPENINGS IS 8.4 SQ FT

7

7 7

7

63 6315151515

3312 12 12 12 12 1233

SOUTH ELEVATION

10 10 7 7.5 10 10

21 7 7 21 15 15

10

21

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

Private

DEVELOPMENT


North Vancouver BC

FEB 2016 1570

AS SHOWN

HAI

VJM





A4.0

TYPICALCROSS

SECTION

RWLRWLE 2

23.9

F 223

.5

E 224

.3

F 224

.0

TW 225.5

BW

223.9

TW 2

26.4

BW

224

.5

CROSS SECTION B

RID

GE

F 251.55

SCALE 1/4"=1'-0"

TYP BELOW GRADE CELLAR WALL ASSEMBLY

TYPICAL HEATED SLAB ASSEMBLY

TYPICAL INTERIOR FLOOR ASSEMBLY

TYPICAL EXTERIOR WALL ASSEMBLY

TYPICAL ATTIC ROOF ASSEMBLY

TYPICAL INTERIOR FLOOR ASSEMBLY

TYPICAL EXTERIOR WALL ASSEMBLY

225.75' MAIN

216.75' BASE

235.75' SECOND

250.75' RIDGE

8'-

0"

9'-

0"

8'-

0"

VENT VENT

FLOOR ASSEMBLIES

F1 BASEMENT FLOOR ASSEMBLY

FINISH FLOOR ONMIN. 4" REINFORCED CONCRETE SLABC/W INFLOOR RADIANT HEAT ONPOLY MOISTURE BARRIER ONMIN. R12 EPS RIGID INSULATION ONMIN. 6"CLEAR CRUSH ONFIRM NATIVE OR COMPACTED FILL

F2 MAIN + SECOND FLOOR ASSEMBLY

FINISH FLOOR ONMIN. 1 ½" LIGHTWEIGHT CONCRETE TOPPINGC/W INFLOOR RADIANT HEAT ONMIN 5/8" T&G PLYWOOD SUBFLOORGLUED AND SCREWED TO2x FLOOR JOISTS SEE STRUCT.C/W R12 FIBREGLASS BATTS½" G.W.B.

F3 FLOOR OVER EXTERIOR ASSEMBLY

FINISH FLOOR ONMIN. 1 ½" LIGHTWEIGHT CONCRETE TOPPINGC/W INFLOOR RADIANT HEAT ONMIN 5/8" T&G PLYWOOD SUBFLOORGLUED AND SCREWED TO2x FLOOR JOISTS SEE STRUCT.C/W R12 FIBREGLASS BATTS1x4 V-JOINT PRIMED SPF SOFFITT

F4 EXTERIOR DECKS (UNHEATED BELOW)

EXTERIOR GRADE TILE ONTHINSET + 1 ½" DRYPACK ONDRAINAGE MAT ON2 PLY SBS ROOFING MEMBRANE ONMIN. 5/8" T&G PLYWOOD SUBFLOOR ON2x CROSS PURLINS ON2x FLOOR JOISTS - SEE STRUCT.1x4 V-JOINT PRIMED SPF SOFFITT

ROOF ASSEMBLIES

R1 ATTIC ROOF ASSEMBLY

MIN. 30 YEAR LAMINATED ASPHALT SHINGLESINSTALLED AS PER RCABC STANDARDS ON½" PLYWOOD SHEATHING ONMANUFACTURED ROOF TRUSSES @ 24" OCC/W R50 FIBREGLASS BATTS INSULATION6 MIL POLY U/V AIR/VAPOUR BARRIER5/8" G.W.B.

R2 ROOF OVER EXTERIORMIN. 30 YEAR LAMINATED ASPHALT SHINGLESINSTALLED AS PER RCABC STANDARDS ON½" PLYWOOD SHEATHING ONMANUFACTURED ROOF TRUSSES @ 24" OC1x4 V-JOINT PRIMED SPF SOFFITT

WALL ASSEMBLIES

W1 TYPICAL EXTERIOR WALL ASSEMBLY

CEMENTITIOUS SIDING (HARDIE TYPE) ON1x PT VERTICAL BATTENS @ 12" OC ONHOUSE WRAP SHEATHING PAPER ON½" FIR PLYWOOD SHEATHING ON2x6 @ 16" OC SEE STRUCT.C/W R22 HIGH DENSITY F. BATTS INSULATION6 MIL POLY A/V AIR/VAPOUR BARRIER½" G.W.B.

W2 BASEMENT FURRING WALL ASSEMBLY (UPPER)

CEMENTITIOUS SIDING (HARDIE TYPE) ON1x PT VERTICAL BATTENS @ 12" OC ONHOUSE WRAP SHEATHING PAPER ON½" FIR PLYWOOD SHEATHING ON2x6 @ 16" OC SEE STRUCT.2 ½" AIR SPACE2x6 @ 24" OC FURRING STUD WALLC/W R22 HIGH DENSITY F. BATTS INSULATION6 MIL POLY A/V AIR/VAPOUR BARRIER½" G.W.B.

W3 NOTUSED

W4 BASEMENT FURRING WALL ASSEMBLY (LOWER)

BACKFILL ONDIMPLE DRAINAGE MAT AGAINST2 LAYERS DAMP PROOFING ON8" REINFORCED CONCRETE WALL ½" AIR SPACE2x6 @ 24" OC FURRING STUD WALLC/W R20 F. BATTS INSULATION6 MIL POLY A/V AIR/VAPOUR BARRIER½" G.W.B.

W5 INTERIOR PARTITION WALL½" G.W.B ON2x4 STUD WALL SEE STRUCT. FOR SHEAR WALLS½" G.W.B. USE TILE BACKER IN WET AREAS

W6 SUITE DEMISING WALL(BCBC A-9.10.3.1.A - W11B)1 HOUR FRR + STC 54½" TYPE X G.W.B. ON2x4 STAGGER STUD WALL ON2x6 PLATESC/W MINERAL WOOL ACOUSTIC INSULATIONRESILIENT METAL CHANNELS2 LAYERS ½" TYPE X G.W.B.

CONFORMANCE TO 9.32.3.3

FOUR BEDROOMS - 193 SQ M THEREFORE WE REQUIRE A MIN. OF 35 L/s (119 CFM) OF EXHAUST FAN VENTILATION

7.5

12

7.5

12

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

PrivateDEVELOPMENT


FEB 2016 1570

AS SHOWN

HAI

VJM





WINDOW SEQUENCING DIAGRAMS ASSUMPTIONS:

1. 2X INSULATED WALL - NO OUTBOUND INSULATION2. BUILDING PAPER IS SHOWN / HOUSEWRAP CAN BE USED3. VERTICAL BATTENS FOR RAINSCREEN ARE EMPLOYED/ DRAIN MAT CAN BE USED3. FLANGED WINDOW INSTALLATION4. WOOD INTERIOR JAMB LINERS SHOWN

ARCHITECT SHALL BE CALLED TO SITE TO REVIEW (AT A MINIMUM):

A. TYPICAL ROUGH OPENING PREPB. TYPICAL WINDOW INSTALLATIONC. INSTALLATION OF VAPOUR BARRIER

STEP 1: INSTALL STARTER STRIP OF BUILDING PAPER OR WRAP / INSTALL MIN 1/2" SILL BACKER

STEP 2: INSTALL SELF ADHERED WATERPROOF MEMBRANE - ENSURE RETURN UP SILL BACKER, UP JAMBS 4" AND BEYOND JAMB 4" ON FACE. ALL SURFACES TO BE PRIMED AS REQ'D

STEP 4: INSTALL P.T. STRIPS TO RECEIVE WINDOW FLANGE. AT SILL AVOID CORNERS. INSTALL PLASTIC SHIMS AS REQ'D - BUILDER CAN PROPOSE ALT. MEANS OF PROVIDING DRAINAGE // DO NOT FLEX WINDOW FLANGE

STEP 5: INSTALL WINDOW - NAILING AS PER MANUFACTURERS SPECIFICATION. INSTALL HEAD FLASHING OVER W/ 3" LEG AND END DAMS - DO NOT BACK CAULK FLANGE.

STEP 3: INSTALL JAMB PAPER FOLDING INTO JAMB IN LINE WITH SILL BACKER. LEAVE SHY OF S.A.M. MEMBRANE ON HORIZONTAL - TOP IS SLIT TO ALLOW FOR FOLDING. INSTALL HEAD PAPER AS JAMBS.

STEP 7: INSTALL P.T. VERTICAL BATTENS. BUILDER SHOULD ANTICIPATE LOCATIONS OF TRIMS WHERE NECESSARY AS WELL AS PROVIDING ADEQUATE STRUCTURE FOR INSECT SCREEN.

STEP 8: INSTALL ALL TRIMS. RECOMMEND TO SITE BUILD SLOPED SILL AND APRON PRIOR TO INSTALLATION. INSTALL HEAD FLASHING C/W END DAMS MOUNTED ON BATTENS OVER THE HEAD TRIM.

STEP 6: INSTALL BALANCE OF FIELD PAPER - SHINGLE IF USING BUILDING PAPER OR TAPE WHERE NECESSARY IF USING HOUSEWRAP

STEP 10: IN THE INTERIOR STUD CAVITIES INSTALL BATT INSULATION AND RIGID INSULATION AT HEADERS. BACK OF WINDOW SHOULD BE ROD AND CAULKED TO AIR BARRIER (BUILDING PAPER) AT THIS TIME.

STEP 11: INSTALL A BEAD OF ACOUSTIC SEALANT AROUND THE PERIMETER INSIDE FACE OF FRAMING AROUND WINDOW - STAPLE POLY THROUGH SEALANT TO ALLOW FOR PROPER SEAL. ALL POLY TO POLY SEALING SHOULD BE WITH TECH TAPE. THERE SHOULD BE NO EXPOSED WOOD.

STEP 9: INSTALL EXTERIOR CLADDING

STEP 13: INSTALL INTERIOR STOOL. INSTALL JAMB LINERS IF WOOD - IF DRYWALL RETURNS INCOPORATE INTO PREVIOUS STEP.

STEP 14: INSTALL FINISH TRIMSSTEP 12: INSTALL DRYWALL FINISH. DRYWALL TRADE TO PRE-CUT OPENINGS - DO NOT USE A CUT OUT TOOL. IF THE POLY VAPOUR BARRIER IS DAMAGED IT WILL HAVE TO BE MADE GOOD.

PLY BACKER - COORDINATE DIM. W/ WINDOW FRAME DEPTH

STAPLE AT TOP

4"

4"

12

3

SLIT - TURN FLAP DOWN

END DAMS

INSERT CLOSED CELL POLY BACKER ROD AROUND ENTIRE PERIMETER - THEN CONTINUOUS SEALANT BEAD

LINE OF MASTIC

ALL CUT CORNERS OF POLY TO BE SEALED WITH TECH TAPE

ENSURE AIR BARRIER OR SHEATHING MEMBRANE IS CONTINUOUS

BACKING FOR SHEATHING AS REQUIRED

CONTINUOUS AIR/VAPOUR BARRIER

CLADDING ON DRAINAGE MATT - TYPICAL

PLAN DETAIL - TYP. OUTSIDE CORNER

SCALE 1 1/2"=1'-0"

7

PLAN DETAIL - TYP. INSIDE CORNER

SCALE 1 1/2"=1'-0"

ENSURE AIR BARRIER OR SHEATHING MEMBRANE IS CONTINUOUS

BACKING FOR SHEATHING AS REQUIRED

CLADDING ON DRAINAGE MATT - OR RAINSCREEN

6

SECTION DETAIL - SMALL PENETRATION

SCALE 1 1/2"=1'-0"

AIR BARRIER TO U/S OF PENETRATION

S.A.M. GASKET ADHERE TO WOOD SHEATHING ABOVE AND TO SHEATHING PAPER/ AIR BARRIER BELOW. ENSURE GOOD SEAL TO PIPE

AIR BARRIER ABOVE TO BE CUT TIGHT AROUND PIPE AND TAPED TO AIR BARRIER BELOW (IF USING BUILDING WRAP) - IF USING BUILDING PAPER PROVIDE POSITIVE LAPPING

CAULKING AROUND PENETRATION TO CLADDING

TYPICAL PENETRATION

5

CONTINUOUS AIR/VAPOUR BARRIER

A4.1

SEQUENCING DIAGRAMMISCELLANEOUS DETAILS

LAP SHEATHING PAPER OVER PREFINISHED ALUM. FLASHING & SELF-ADHERED MEMB.

2x BLOCKING AS REQ'D FOR ATTACHMENT

TYP. INSECT SCREEN

LOWER STRIP OF BUILDING PAPER TO TERMINATE AT TOP OF PENETRATION, MIN.

SELF-ADHERED MEMB.CONT. SEALED TO

PENETRATION - EXTENDMIN. 3" BEYOND

PENTRATION AT ALL SIDES

SEAL POLY TO PLYWD.PLATE C/W HOLE FOR

PENTRATION-PROVIDE CONT. ACOUSTIC

CAULK AROUNDPENTRATION FOR SEAL

CLADDING ON RAINSCREEN

TYP. PENETRATION DETAIL

SCALE 3"=1'-0"

4

SEE STRUCTURAL FOR LINTEL REQUIREMENTS

CONTINUOUS 6 MIL POLY VAPOUR BARRIER TYP.

TYPICAL JAMB LINER AND INTERIOR CASING

VINYL WINDOW - INSTALLED AS PER MANUF. SPECS

PREFINSHED METALFLASHING SET ON

RAINSCREEN C/W ENDDAMS TO EXTEND 1"

PAST END OF WINDOWFRAME

HEAD TRIM SET ONRAINSCREEN

TYP. BUG SCREEN @BOTTOM OF RAIN

SCREEN

PREFINISHED METALFLASHING INSTALLED

BETWEEN TWO LAYERSOF BUILDING PAPER C/WEND DAMS TO EXTEND 1"

PAST END OF WINDOWFRAME 5

1/2

"

INTERIOR

TYP. WINDOW HEAD DETAIL

SCALE 3"=1'-0"

1

VINYL WINDOW - INSTALLED ASPER MANUF. SPECS

PREFINISHED METAL REVERSEFLASHING

SITE BUILT WOOD SILL ANDAPRON - SILL SLOPE 7 DEG C/WDRIP - CANT TOP OF APRON AS

SHOWN, SET RAINSCREEN

3 1/2"

3 1

/2"

NOMINAL ANGLE BACK STOP - SET AT BACK OF WINDOW FRAME - TYP. PEEL AND STICK IS INSTALLED UP AND OVER ANGLE & LAPPED BETWEEN 2 LAYERS OF BUILDING PAPER// BUILDER CAN USE 1/2" PLYWOOD BACK STOP AS ALTERNATE

INTERIOR STOOL / APRON

BRING 1 LAYER OF BUILDING PAPER UP AND OVER SILL

CONTINUOUS 6 MIL POLY VAPOUR BARRIER TYP.

INTERIOR

TYP. WINDOW SILL DETAIL

SCALE 3"=1'-0"

2

TYP. WINDOW JAMB DETAIL

SCALE 3"=1'-0"

3

INTERIOR STOOL

TYPICAL JAMB LINER ANDINTERIOR CASING

VINYL WINDOW - INSTALLED AS

PER MANUF. SPECS

ROD AND CAULK

LEG TRIM ON RAINSCREEN

SEE INTERIOR SPECS

CLAD WOOD EXTERIOR SILL

CLADDING ON RAINSCREEN

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

PrivateDEVELOPMENT


FEB 2016 1570

AS SHOWN

HAI

VJM





SCALE 1 1/2"=1'-0"

1'-

0"

SET PLATE TO ALLOW FOR

1" OFFSET FROM FACE OFCLADDING TO FOUNDATION TYP.8

" M

IN.

1x2 POUR STRIP VOID - ENSURE SHEATHING DOES NOT SIT ON CONCRETE

INSECT SCREEN AT BOTTOM OF RAINSCREEN

SHEATHING MEMBRANE (HOUSE WRAP OR 2 LAYERS 30 MIN BLDG PAPER

LINE OF 6 MIL POLY U/V AIR/VAPOUR BARRIER

TYPICAL UPPER BASEMENT WALL ASSEMBLY

TYPICAL BELOW GRADE BASEMENT WALL ASSEMBLY

DRAINAGE MAT ON 2 LAYERS OF DAMPPROOFING OR WATER PROOFING

2x8 PLATE ON SILL GASKET

SECTION DETAIL - TOP OF FOUNDATION1

COMPACTED GRAVEL FILL

POLY MOISTURE BARRIER FROM SLAB IS PULL OUT ALONG FLOOR PRIOR TO INSTALL OF INTERIOR FURRING WALL

TYPE III - EPS - RETURN UP WALL FOR CONTINUOUS LINE OF INSULATION

LAP AND SEAL INTERIOR WALL POLY TO SLAB POLY AS SHOWN

DIMPLE MAT ONWATERPROOFING MEMBRANE

4" PERF. PVC PERIMTER DRAIN - INSTALL HOLES DOWN MIN. 6" GRAVEL ALL SIDES - TOP WITH LANDSCAPE FABRIC PRIOR TO BACK FILL

SECTION DETAIL - BOTTOM OF FOUNDATION

SCALE 1 1/2"=1'-0"

2

PLANE OF AIR TIGHTNESS DETAILS

1. SHOWING CONTINUOUS POLY ONLY2. POLY TO POLY - SEAL WITH TECH TAPE3. POLY TO WOOD - SEAL WITH ACOUSTIC SEALANT

DETAIL 1 - AT SLAB

CONC. SLAB

CO

NC

. W

AL

L

UNDERSLAB POLY TO BE SEALED TO WALL POLY

XPS

XP

S

INSTALL POLY STRIP BETWEEN TOP PLATES - SEAL TO WALL POLY - SEAL CEILING POLY AFTER INSTALL TO ENTIRE ASSEMBLY

DETAIL 2 - AT FLOOR /RIM

SEAL POLY STRIP TO PLYWOOD FLOOR PRIOR TO POUR

SEAL WALL POLY TO STARTER STRIP

POLY TO BE CUT AT JOISTS AND SEALED TO U/S OF PLYWOOD AND ADJACENT JOISTS

DETAIL 3 - AT PERPENDICULAR INT/EXT WALL JUNCTION

INSTALL POLY STRIP PRIOR TO INT. WALL FRAME - SEAL EXT. POLY TO STRIP

DETAIL 4 - AT HIGHEST CEILING

SCALE 1 1/2"=1'-0"

SECTION DETAIL - FLAT SOFFITT (UPPER)

3

1'-0"

EAVES PROTECTION

1 1/

2"

MA

INTA

IN C

LR

/ O

R

INS

TA

LL E

AV

ES

BA

FFLE

VENT

1x4 V-JOINT SPF - PAINT FINISH

ENSURE TOP OF RAINSCREEN IS BLOCKED TO SOFFITT

FLASHING INTO EAVES TROUGH

ENSURE PLY CONTINUOUS AT TOP TO PLATE TO CEILING

CONTINUOUS 1.5" STRIP VENT

ALUMINUM EAVES TROUGH SET ON 2x GUTTER FASCIA - PAINT FINISH

SCALE 1 1/2"=1'-0"

SECTION DETAIL - RAKED SOFFIT (LOWER)

4

1'-0"

EAVES PROTECTION

1 1/

2"

MA

INTA

IN C

LR

/ O

R

INS

TA

LL E

AV

ES

BA

FFLE

ENSURE TOP OF RAINSCREEN IS BLOCKED TO SOFFITT

FLASHING INTO EAVES TROUGH

ENSURE PLY CONTINUOUS AT TOP TO PLATE TO CEILING

ALUMINUM EAVES TROUGH SET ON 2x GUTTER FASCIA - PAINT FINISH

1.5" DRILL FOR VENTILATION - INSTALL LOUVRED VENT

VENT

PAINTED 2x6 TRUSS TAIL

SCALE 1 1/2"=1'-0"

LOWER KNEE BRACE5

1"

TYPICAL ROOF SHEATHING - INSTALL THICKNESS TO MATCH EXPOSED EAVE SOFFIT

SCALE 1 1/2"=1'-0"

UPPER KNEE BRACE6

SCALE 1 1/2"=1'-0"

THROUGH WALL FLASHING8

A4.2

AIR TIGHTNESS DIAGRAMMISCELLANEOUS DETAILS

SCALE 1 1/2"=1'-0"

ALT. FOUND. DETAIL7

R12 BATT INSULATION

3"

MIN

.1

1/4

"

11

1/4

"

THROUGH WALL FLASHING SET ON SHEATHING PAPER - LAP TOP LAYER OVER FLASHING LEG

IF USING PT BATENS FOR RAINSCREEN - INSTALL BUG SCREEN ON PAPER - PULL TAUT AND STAPLE TO BATTENS

TYPICAL S3S SPRUCE BAND BOARD - PAINT FINISH - RABBETT BOTTOM OF TRIM AS SHOWN - LET SIDING UNDER

POLY VAPOUR BARRIER TO BE LED UP BETWEEN JOISTS TYPICALLY - SEAM ALL POLY TO WOOD WITH ACOUSTIC SEALANT

R12 BATT INSULATION

SEAL POLY STRIP TO PLYWOOD PRIOR TO POURING CONCRETE TOPPING - TAPE POLY STRIP TO WALL POLY WHEN INSULATING

9 1

/4"

9 1

/4"

1'-

2"

1 1

/2"

3"

SCALE 1 1/2"=1'-0"

PARTY WALL @ FOUNDATION9

SCALE 1 1/2"=1'-0"

PARTY WALL @ INTERIOR FLOORS10

SCALE 1 1/2"=1'-0"

PARTY WALL @ CEILING / ROOF11

CONC

CONC

CONC

EPS EPS

POLY MOISTURE BARRIER TO CONTINUE OVER INTERIOR FOUNDATION WALL

TYPICAL 45 MIN FRR DEMISING WALL


DRYWALL BOTH SIDES TO EXTEND TO THE UNDERSIDE OF PLYWOOD SUBLFOOR - G.W.B. TO BE SNUG FIT TO TJIS AND FIRE CAULKED IF NECESSARY

LIGHTWEIGHT CONC. TOPPING

G.W.B. TO CONTINUE UP TO THE UNDERSIDE OF ROOF SHEATHING - TIGHT FIT INCL. FIRE CAULK IF NECESSARY


R50 F. BATTSPOLY U/V AIR/VAPOUR BARRIER TO BE MECHANICALLY FASTENED THROUGH ACOUSTIC SEALANT TO BLOCKING

RESILIENT CHANNELS

ACOUSTIC MINERAL WOOL

2X4 STAGGER STUDS

2X6 PLATES

WOOD MANUFACTURERED ROOF TRUSS

WOOD MANUFACTURERED ROOF TRUSS

R12

6"

3'-0"

3'-

0"

3"

3"

45°

45°

9 1/

4"

6 1/

4"

RADIU

S = +

/- 3'

-0"

6"

SOLID BLOCK - LAG AND PLUG KNEE BRACE THROUGH PEEL AND STICK MEMBRANE INSTALLED ON SHEATHING - SNUG SHEATHING PAPER UP AGAINST VERTICAL LEG

ATTIC

TYPICAL BLOCKING

COMMON TRUSS

2x4 LOOK OUTS

FLAT - CROSS STRAP LOOKOUTS - INSTALL V-JOINT SOFFIT - NO VENTING ON RAKE

GABLE - DROP TRUSS

3'-

0"

7 1/

4"

5"

7"

6"

1'-4 1/4"

1'-

4 1

/4"

3'-0"

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

PrivateDEVELOPMENT


FEB 2016 1570

AS SHOWN

HAI

VJM





BIKE PARKING

1 2 3

GARAGE PLAN

SCALE 1/4"=1'-0"

EXG. 2

22.6

'

FIN

. 222

.28'

EXG. 222.28'

FIN

. 222.28'

EXG. 220.6'

FIN

. 220.38'

EXG. 2

20.3

8'

FIN

. 220

.38'

8070 O/H DOOR 8070 O/H DOOR 8070 O/H DOOR

2868 2868 2868

SECURE MTL GATE

A

-

GARAGE ROOF PLAN

SCALE 1/4"=1'-0"

4:1

24

:12

4:12 4:12

4:1

2

4:12 4:12

A

-

TOP OF CONCRETE 221.00'






HOLD DOWN FOR DOOR +3"

OVER ADJ. GRADE TYP.

HOLD DOWN FOR SLAB OVER TYP.

1%

SO

PE

ON

LY

1%

SO

PE

ON

LY

1%

SO

PE

ON

LY

20

'-0

"6

'-4

1/2

"

30'-0"

14'-10 1/2" 10'-9" 4'-4 1/2"

1'-11 1/2" 9'-11 1/4" 16'-1 3/4" 1'-11 1/2"

5'-2" 9'-10" 9'-10" 5'-2"

SLAB ELEV.

222.50'

SLAB ELEV.

220.5'

SLAB ELEV.

221.5'

10'-1 1/2" 9'-9" 10'-1 1/2"

1'-7 1/2"

1'-

7 1

/2"

1'-

7 1

/2"

1'-7 1/2"

1'-

7 1

/2"

1'-7 1/2"

PROVIDE RIDGE VENT

SECTION A

SCALE 1/8"=1'-0"

SLAB 220.5'

SLAB 222.5'

PLATES 230.5'

4

12

4

12

4

12

RIDGE 234.05'

N

NORTH ELEVATION

SOUTH ELEVATION

4

12

4

12

1 2

3

4

12

4

12

SECURE BIKE

PARKING

SLAB 220.5'

SLAB 222.5'

PLATES 230.5'

RIDGE 234.05'

SLAB 220.5'

SLAB 222.5'

PLATES 230.5'

RIDGE 234.05'

EXG. 220.6'

FIN

. 220.38'

EXG. 2

22.6

'

FIN

. 222

.28'

EXG. 222.28'

FIN

. 222.28'

EXG. 220.38'

FIN

. 220.38'

WEST ELEVATION

EAST ELEVATION

4

12

4

12

4

12

4

12

4

12

4

12

SLAB 220.5'

SLAB 222.5'

PLATES 230.5'

RIDGE 234.05'

SLAB 220.5'

SLAB 222.5'

PLATES 230.5'

RIDGE 234.05'

EXG. 222.6'

FIN

. 222.28'

EXG. 220.38'

FIN

. 220.38'

EXG. 2

20.6

'

FIN

. 220

.38'

EXG. 222.28'

FIN

. 222.28'

A5.0

GARAGE PLAN

GARAGE ROOF PLAN

GARAGE SECTION

GARAGE ELEVATIONS

EXTERIOR WALL ASSEMBLY

CLADDING TO MATCH TRIPLEX ON

SHEATHING PAPER - HOUSE WRAP ON

1/2" FIR PLYWOOD SHEATHING ON

2x4 STUD WALL @ 16" OC - SEE STRUCT

TYPICAL SLAB ASSEMBLY

MIN. 4" REINFORCED CONC. SLAB - SEE STRUCT ON

POLY MOISTURE BARRIER ON

MIN 6" CLEAR CRUSH FILL ON

FIRM NATIVE OR COMPACTED FILL

TYPICAL ROOF ASSEMBLY

MIN. 30 YEAR LAMINATED ASPHALT SHINGLES

TO MATCH TRIPLEX - INSTALLED AS PER RCABC

GUARRANTY STANDARDS ON

1/2" FIR PLWOOD SHEATHING ON

MANUFACTURED ROOF TRUSSES @ 24" OC

SEE STRUCT.

SLOPE GRADE AWAY

FROM FOUND. TYP.

MIN

. 1

8" B

EL

OW

GR

AD

E T

YP

.

1 H

R F

RR

- W

AL

L T

O

EX

TE

ND

TO

U/S

RO

OF

SH

EA

TH

ING

1 H

R F

RR

- W

AL

L T

O

EX

TE

ND

TO

U/S

RO

OF

SH

EA

TH

ING

2868

2868

2868

265 SQ FT EXPOSING BUILDING FACE

53.3 SQ FT UNPROTECTED OPENINGS

4.0 FT LIMITING DISTANCE

Revisions

No. Date Details By

Project

Drawing Title





Copyright Reserved.


Drawing No.

Date

Scale

Approved By

Project No.

Drawn By

Private

DEVELOPMENT


North Vancouver BC

FEB 2016 1570

AS SHOWN

HAI

VJM





Pine Decid. BUILDER'S RESPONSIBILITY TO LAYOUT WORK...rezoned from rs-1 to cd via rez2016-00005...

Documents

Transcript of Pine Decid. BUILDER'S RESPONSIBILITY TO LAYOUT WORK...rezoned from rs-1 to cd via rez2016-00005...