GENERAL NOTES

Building shall be constructed to comply Vancouver Building Bylaw 10908. without the need for additional support in conformance with 9.7.1.2.2.b. ARCHITECTURAL DETAILS DRAWINGS LIST
9. Where a protective enclosure is installed over a window well, it shall be openable from the inside 1. All soffits including porches, bays, and eaves shall be solid wood
EXCAVATIONS without the use of keys, tools, or special knowledge. tongue and groove (or V-joint) soffits, smooth sanded with paint or A0.1 GENERAL NOTES
1. Geotechnical Engineer is to certify a site is safe for workers when the slope of the excavations solid stain finish A1.1 SITE PLAN
exceeds 3/4 horizontal to one vertical or excavation exceeds 48”. STAIRS 2. All exterior wood trim including fascias, barge boards, belly boards, A2.0 BASEMENT FLOOR PLAN
2. Inspections can only be done if site is posted as safe by Professional Engineer. 1. Straight stair: Rise min. 5” max. 7.87”. Run min. 8.25” max. 14” and corner boards is smooth, sanded material with painted finish. A2.1 MAIN FLOOR PLAN
680-838 WEST HASTINGS STREET
2. All treads to have a 1” nosing. Combed or textured wood products are not acceptable. A2.2 ROOF PLAN VANCOUVER, BC V6C 0A6
FOUNDATIONS 3. Minimum headroom is 6’-5” from a line through nosings, measured vertically. 3. All windows to have balanced sash (operable and non-operable A3.1 BUILDING SECTION WWW.ARCHITELIER.COM 604.773.2068
1. Footings are to extend 24” below grade minimum. 4. Handrail shall be between 32” to 38” from a line, measured vertically, through nosing. windows to have sashes of the same dimension) A4.1 BUILDING ELEVATION
2. All foundation walls must be insulated to provide effective R22 to minimum 48” below the all concrete 5. Winders to conform to 9.8.4.5. 4. All windows to have true divided lites, i.e. individual glazing units A4.2 BUILDING ELEVATION
slabs. 6. Primary stair minimum width 2’-10”. between muntin bars or equivalent with exterior and interior A5.1 DETAIL
3. Provide sill gaskets in contact with concrete. 7. Curved stairs and stairs 43" in width or greater require 2 handrails. mounted muntin bars and internal spacer bar A5.2 DETAIL
4. Provide 2 coats of asphalt damp proofing to exterior side of foundation walls or provide applicable 8. Handrail required on interior stairs with three or more risers, and exterior stairs with four or more 5. Banked windows are to be installed as individual window units with A5.3 DETAIL
waterproofing system such as Delta MS or approved equal. risers. substantial vertical wood post or trim.
9. Handrail as a guard is shall be between 36” and 38”.
CRAWL SPACE
1. Provide crawl space access of 1'-8" x 2'-4", min. 18” clearance and ventilate to 1/500th of area. GUARDRAILS MATERIAL SPECIFICATIONS
1. EXTERIOR LAP SIDING
1. Guardrails to be a minimum 42" and handrail 36" above finished floor. JAMES HARDIE - HARDIEPLANK LAP SIDING - SMOOTH - 5.25" WIDTH WITH 4" EXPOSURE - PAINTED - COLOUR GREY (TBD)
HEATING AND VENTILATION 2. No member facilitating climbing permitted from 6" to 36" above finished floor. JAMES HARDIE - HARDIESHINGLE SIDING - STAGGERED EDGE PANEL - PAINTED - COLOUR GREY (TBD)
1. Provide radiant heating to all floors. 3. Maximum 4" opening is allowed in all interior and exterior stair, deck and balcony guardrails. JAMES HARDIE - HARDIETRIM BOARDS - 5/4 SMOOTH - 3.5" - ARCTIC WHITE COLORPLUS
2. Uniformly distribute ventilation to flat and vaulted roofs to 1/150 of insulated ceiling area. Venting 4. All glass guards to have top cap unless approved by Professional Engineer. 2. COLUMN/BRACKET/RAILING - SOLID WOOD - ARCTIC WHITE
3. STRAPPING - 19MM (3/4") AIR SPACE C/W TYVEK RAINVENT BATTE
where required shall be two-way. 5. A minimum of 36” high guardrail is permitted for decks within 5'-11" of grade. 4. ROOF UNDERLAYMENT - TYPAR SURROUND SR UNDERLAYMENT
3. Provide min. 2 1/2” clearance between roof sheathing and insulation 9.19.1.3. Provide min. 1” 6. Guardrail is required for all drops exceeding 24” where access is provided (e.g. window wells). 5. SHEATHING PAPER - TYVEK HOMEWRAP/TYPAR HOUSEWRAP
clearance between insulation and top of roof joists. 7. Guardrail is required where the adjacent surface within 1.2 m of the walking surface has a slope of 6. SHEATHING - VERTICAL SURFACE - 13MM (1/2") PLYWOOD
4. Ventilate attics to 1/300 of insulated ceiling area. more than 1 in 2. 7. SHEATHING - HORIZONTAL SURFACE - 19MM (3/4") PLYWOOD
8. POLYETHYLENE - FRAMING - 6 MIL "UV" POLYETHYLENE
5. Roof vents must be uniformly distributed with a minimum of 25% at base and 25% in rooftop. 9. POLYETHYLENE - SLAB ON GRADE - 10 MIL "UV" POLYETHYLENE
6. Provide weather stripped attic hatch of 3.4sf in area with no dimensions less than 1’-10”. DWELLING SECURITY 10. GYPSUM BOARD - VERTICAL SURFACE - 16MM (5/8") GYPSUM BOARD
7. Submit Mechanical Ventilation/Air Conditioning design and Letters of Assurance by Professional 1. Main entrance exterior doors without sidelites shall be equipped with a door viewer. 11. GYPSUM BOARD - HORIZONTAL SURFACE - 16MM (5/8") GYPSUM BOARD
Engineer, certified HRAI or HVACR Technician at frame and final inspection. 2. Door frames to exterior openings shall be solidly blocked at the lock height so that the frame will 12. FOUNDATION WALL INSULATION - 76MM (3") ROXUL COMFORTBOARD 80
13. BATT INSULATION - 2"X 4" WOOD FRAMING @ 24" OC (BASEMENT) - R14 ROXUL COMFORTBATT INSULATION (3-1/2")
8. Continuous or intermittent exhaust fans are required to all bathrooms and kitchens as per 9.32.3.3. resist spreading by force to 9.6.8.9. and 9.2.3.10.6. 14. BATT INSULATION - 2"X 8" WOOD FRAMING @ 24" OC (EXTERIOR WALL) - R28 ROXUL COMFORTBATT INSULATION (7-1/4")
9. Install heat recovery ventilation system (HRV) to manufacturer specification and shall be easily 3. Exterior doors shall be provided with a 5 pin cylinder deadbolt lock with a 25mm (1") throw, to 9.6.8.3. 15. BATT INSULATION - ROOF FRAMING - 2"X12" WOOD FRAMING @ 16" OC (FLOOR) - R38 ROXUL COMFORTBATT INSULATION
assessible for maintenance. 4. Exterior door which opens outwards shall be provided with hinges and pins such that the doors (9")
10. Provide for combustion air to gas fired heating units. cannot be removed when they are in the closed position. 16. SPRAYED INSULATION - ICYNENE LD-C-200
17. SHINGLED ROOF - MIN. 30 YEAR ASPHALT SHINGLES - IKO SHINGLES - DRIFTWOOD
11. Undercut interior doors 1/2" min. for air exchange. 5. Hinges and strike plates to doors exterior doors shall be fastened to 9.6.8.5 and 9.6.8.6. 18. EXTERIOR WINDOWS - ANDERSON FIBERGLASS WINDOW 400 SERIES WOODWRIGHT DOUBLE-HUNG WINDOW WITH
12. Tempered makeup air supply is required for high capacity exhaust systems such as down draft 6. Aluminum or wood glass sliding doors shall have a pin type locking mechanism to 9.6.8.10 and be DISCLAIMER
MODIFIED COLONIAL GLUED ON MUTTON BARS AND 3.5'' FLAT WITH 3-5/8'' CORNICE TOP OR SIMILAR
cooking fans. designed to prevent removal of the sliding panel when in the locked position. 19. EXTERIOR WINDOWS FACING NEIGHBOUR - SAME AS EXTERIOR WINDOWS, EXCEPT ADD TEMPERED OR LAMINATED THIS DRAWING MUST NOT BE SCALED. THE
SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
13. HRV shall be 65% or better in sensible heat recovery. 7. All exterior windows with sliding sash which are located within 5M (16.4') of finished ground shall be GLAZING
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE
20. EXTERIOR DOOR: AVANTGUARD - ELEMENT GLASS WITH ANTIQUE BLACK CAMING - 2 PANEL HALF LITE - BELLEVILLE AND ARCHITELIER SHALL BE INFORMED OF ANY ERRORS
14. Furnace / Boiler shall be minimum 92% efficient AFUE with no side venting. installed in such a manner that the sliding sash cannot be removed from their frames when in the AVANTGUARD BLACK WALNUT - SINGLE DOOR WITH DOUBLE SIDELITES OR SIMILAR AND/OR OMISSIONS IMMEDIATELY.
15. Domestic hot water heater must be 78% or greater in efficiency or at indirect source. Electric tank locked position. Such windows shall be provided with a positive locking mechanism. 21. WALL BASE - NATURAL LIMESTONE - 2" THICK TRUE-CUT STONE
THIS DRAWING IS A COPYRIGHT INSTRUMENT OF INTERIOR
DESIGN SERVICES AND REMAINS THE PROPERTY OF
must be wrapped in RSI 1.75 (R10). Hot water tank with instanteous hot water boiler is also 8. Opening skylights shall be designed to prevent opening from the exterior when in the closed and 22. GARAGE DOOR - WAYNE DALTON - MODEL 9405 - CARRIAGE HOUSE STEEL GARAGE DOORS - NEWPORT PANEL, ARCHITELIER.
ALL INFORMATION SHOWN ON THIS DRAWING IS
acceptable. locked position. CUSTOM FINISH, STOCKTON III WINDOWS, DECORATIVE HARDWARE COPYRIGHT MATERIAL AND IS FOR USE ON THE NAMED
23. SKYLIGHT BEDROOM (X2): VELUX VSE-M06-29-1045+KLR - MUST BE USI 2.4 OR LOWER PROJECT ONLY. INFORMATION CONTAINED HEREIN MAY
16. Hot Water Pipe: the first 3m from and the last 1m to all hot water shall have pipe insulation with an NOT BE USED OR REPRODUCED IN ANYWAY WITHOUT
WRITTEN PERMISSION.
RSI of 0.35 (R2). CHIMNEY & FIREPLACE
17. Recirculating System: the entire pipe system must be wrapped with pipe insulation with RSI 0.35 (R 1. Minimum 2" clearance between chimney and combustible framing.
2.84) 2. Minimum 4" clearance between fireplace and combustible framing. DRAWING ISSUES
18. Gas-fired fireplaces in conditioned spaces: shall use a) intermittent pilot ignition (IPI) systems, or b) 3. Masonry fireplace hearths must conform to 9.22.5.1. EFFECTIVE INSULATION CALCULATION
on-demand ignition systems that automatically shut off within 7 days of appliance non-use. 4. Provision of flueliners to 9.21.3 Flue sizes to 9.21.2.5a and b. Exterior Wall 1 (minimum R22) RSI R
19. Wood Burning Heating Appliances must produce not more than 2.5 grams per hour of particulate air 5. Provision of cleanouts to 9.21.4.7. 1 exterior air film 0.03 0.17
2 fibre cement lap siding (19mm) 0.12 0.68
contaminant emissions for catalytic appliances, or produce not more than 4.5 grams per hour of 6. Provision of 4" firebrick lining to firebox
3 19mm air space 0.15 0.85
particulate air contaminant emissions for non-catalytic appliances. 7. Provision of 8" total masonry wall thickness to back of fireplace. 4 sheathing paper 0.00 0.00
8. Provision for dampers. 5 1/2" (12.5 mm) plywood sheathing 0.11 0.62
MOISTURE PROTECTION 9. 4" concrete hearth to be supported on fireplace foundation with 15m @ 12" o/c. 6 2×8 framing filled with R28 batt (7.25") @ 24" o.c. (Framing 20% Cavity 80%) 3.44 19.53
7 polyethylene 0.00 0.00
1. Provide flashing between horizontal intersections of differing wall finishes. All flashing to slope away 10. Factory Manufactured fireplace and chimney flue to conform 9.2.2.8 and to be installed to 8 5/8" (16 mm) gypsum board 0.08 0.45
from the building a minimum of 6%. manufacturer and ULC listings requirements. 9 finish: 1 coat latex primer and latex paint 0.00 0.00
2. Provide flashing at all wall-roof junctions, including parapets for solid guards on decks. 11. Provide noncumbustable protection board under non combustable hearth finish. 10 interior air film 0.12 0.68
12. Hard wired C.O. detectors are required in each bedroom or within 5 metres of each bedroom door in Effective RSI / R Value of Entire Assembly 4.05 22.98
3. Rainscreen assembly is required for all buildings, with a minimum capillary break of 3/8”.
4. All roofs must slope 1 in 50 away from walls, this includes parapet walls surrounding decks. conformance with 9.32.4.2.
5. Deck membranes shall return to adjacent or vertical surface minimum 8" above finished floor. 13. Fireplaces to have tight fitting doors and outside combustion air Foundation Wall (minimum R22) RSI R
1 exterior air film 0.03 0.17
6. Provide masonry/veneer wall flashing ties and weep holes as per 9.20. supplied directly to the fire box.
2 1/2" drainage board 0.00 0.00
3 dampproofing 0.00 0.00
VAPOUR BARRIER EGRESS 4 2.5" Mineral Wool Semi-Rigid Insulation 1.76 10.00
1. Where an interior frame wall meets a ceiling required to have vapour barrier protection on an exterior 1. Bottom of window openers shall not exceed 4'-11" above 5 8" (200 mm) concrete 0.06 0.34
6 2.5" Mineral Wool Semi-Rigid Insulation 1.76 10.00
wall, the vapour barrier shall be continuous at the ceiling or wall intersection. finished floor. 7 polyethylene 0.00 0.00
2. Provide vapour barrier protection to the inside of insulation on the inside of box joists, or use rigid 2. Provide minimum 15" x 36" clear unobstructed opening for one 8 5/8" (16 mm) gypsum board 0.08 0.45
spray foam. opener per window as specified. 9 finish: 1 coat latex primer and latex paint 0.00 0.00 1 07/01/2024 ISSUED FOR BP
3. Manufacturer to install egress hardware to casement opener as 10 interior air film 0.12 0.68
3. All joints in the vapor barrier to be lapped and sealed 4" and occur at framing members.
Effective RSI / R Value of Entire Assembly 3.81 21.64 PROJECT
4. All penetrations of the vapor barrier to be sealed. required to maintain minimum area opening of 3.375 sq.ft. of clear
5. Joints in ductwork in attic spaces to be sealed and ducts to be insulated as per ASHRAE 90.1-2010. opening width. Slab on Grade (minimum R12) RSI R
6. Clearance between chimneys or vents to be sealed with non-combustable insulation. 1 exterior air film 0.03 0.17
2 R12 rigid insulation 2.11 12.00
7. Air tightness shall be less than 3.5 air changes per hour. ELECTRIC VEHICLE CHARGER
3 polyethylene 0.00 0.00
8. Vapour barrier shall be provided for all concrete slabs, including crawl spaces and are to be minimum 1. Each garage or carport needs to have an electrical outlet wired with a separate branch circuit 4 5" (127 mm) concrete 0.18 1.02
10 mil "UV" poly. capable of supplying 40A at 240V. 5 interior air film 0.12 0.68
Effective RSI / R Value of Entire Assembly 2.44 13.87
ADDRESS
INSULATION SOLAR READY PIPE RUN Floor over Heated Space (minimum R28) RSI R 3558 WEST 39TH AVENUE,VANCOUVER, BC ,
1. Insulation where subject to mechanical damage is shall be covered as per 9.25.2.3.(7) with drywall or 1. Provide two 50 mm diameter pipe chase for connection 1 exterior air film 0.03 0.17 CANADA
equivalent (e.g. crawl storage areas). Foamed plastic insulation requires protection with 1/2" drywall 2 1/2" porcelain tile 0.11 0.62
to 9.10.16.10. ENERGUIDE REQUIREMENTS 3 1/2" protection board 0.11 0.62
4 2-ply SBS membrane 0.00 0.00 PROPERTY INFORMATION
2. Ceiling and walls to have 6 mil U.V. poly fully caulked as per 9.25. See Vapour Barrier Notes. R12 1. Pre-Permit checklist and Energy Model (P file) must be submittedfor Building Permit submission. 5 2-1/2" concrete toping 0.18 1.02
rigid insulation required around unheated slabs on grade; 20" vertical or horizontal from bottom edge 2. Complete pre-drywall checklist and air leakage testing prior to City insulation inspection. 6 1/2" (12.5 mm) plywood sheathing 0.11 0.62 LOT 18, BLOCK 14, PLAN VAP2482, DISTRICT LOT
7 2×12 framing filled with R38 batt (9") @ 16" o.c. 4.72 26.80 2027, GROUP 1, NEW WESTMINISTER LAND
of slab. 3. Energy rating stickers must be left on windows at the time of pre-drywall verification by CEA. DISTICT
8 polyethylene 0.00 0.00
4. Final Blower Door Test and EnerGuide Report must be completed prior to final occupancy. 9 5/8" (16 mm) gypsum board 0.08 0.45 PID: 013-736-639
GLAZING 10 finish: 1 coat latex primer and latex paint 0.00 0.00
1. Glass in windows and doors to be double-glazed. MISCELLANEOUS 11 interior air film 0.12 0.68
2. Glass in entrance, shower and sliding doors, and windows within 8” of floors and within 36” of 1. Doors between garage and dwelling are to be a self-closing and weather-stripped solid core door. Effective RSI / R Value of Entire Assembly 5.46 30.98

deadbolts are all to be safety glass. 2. Provide moisture resistant gypsum wall board in all tubs and showers. Vaulted Roof (minimum R28) RSI R SHEET TITLE
3. Sidelights greater than 20” in width are to be safety glass. 3. Provide 5/8” drywall to ceiling members at 24” o.c. or greater. 1 exterior air film 0.03 0.17
4. Windows in walls enclosing shower or tubs are to be safety glass and to be located above minimum 4. Provide 8" clearance between grade and siding. 2 shingled roof
3 19mm air space
0.00
0.18
0.00
1.02
GENERAL NOTES
6" waterproofing. 5. Laundry room door width shall be 2'-8" min.
4 roof membrane 0.00 0.00
5. The bottom of an openable window in a bedroom is not to exceed 4'-11" above finished floor, and 6. N.R.P. hinges are required for outswing exterior doors. 5 3/4" (12.5 mm) plywood sheathing 0.11 0.63
have a minimum opening width of 15" with an area of 3.75 sf. 7. One hard wired-smoke alarm required per floor; all smoke alarms to be interconnected. 6 2×12 framing filled with R38 batt (9") @ 16" o.c. 4.72 26.80
6. Windows over stairs, ramps and landings that extend to less than 36” above the surface shall be 8. A 5 lb A.B.C. dry chemical fire extinguisher is required near the kitchen. 7 polyethylene 0.00 0.00
8 5/8" (16 mm) gypsum board 0.08 0.45
protected with guards or be non-openable and designed to 4.1.5.15. 9. Smoke alarms required on every floor level, differing by 36” and within 5 metres Effective RSI / R Value of Entire Assembly 5.12 29.07
7. Window wells are to be 22" minimum width when required as a bedroom egress. (16.4') of bedroom doors and 15 metres (49.2') of each other. Job No. 2404
8. Bedroom windows required as exits must maintain the required opening during an emergency 10. Heating and air conditioning equipment shall be seismically restrained to building. Scale AS NOTED
Drawn By SA
Checked By DKW
Date June 28,2024

A0.1
 - coordinate the drawings w/ each other

w 39th avenue
dpi

680-838 WEST HASTINGS STREET

VANCOUVER, BC V6C 0A6
4.38' [1.34M]
WWW.ARCHITELIER.COM 604.773.2068

EL 152
37.70' [11.49M] 24.00' [7.32M]

EL
.1

EL
.
F

52 .08'

.1
driveway E&
70'

.52 E

52
52.

'E

.60
'F
1

.4
EL.

52

'E
.1
EL
1.97' [0.60M]
EL.
15
2' 6

21.67' [6.60M]
.5"
F PROPOSED GARAGE
35.88' [10.94M]

8" F
REAR SETBACK

'
152
EL.
EL. F
15 E&
1.6
EL. 6 30'
15 'E
1 51.
1' 3
.5" EL.
F 10.04' [3.06M] 6" F
4.22' [1.29M] 51'
heat heat E L. 1

12.29' [3.74M]
pump pump
EL. 51.71' [15.76M]
15
1' 3 BUILDING WIDTH
. 5"
E
E E
0. 85' 1. 15'
EL . 15 EL. 15
DISCLAIMER
THIS DRAWING MUST NOT BE SCALED. THE
PROPOSED HOME REMOVE SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE
CRAWLSPACE SLAB EL. 147' 1" (44.83M) EXISTING AND ARCHITELIER SHALL BE INFORMED OF ANY ERRORS
MAIN FL.EL. 152' 0" (46.32 M) TREE AND/OR OMISSIONS IMMEDIATELY.
THIS DRAWING IS A COPYRIGHT INSTRUMENT OF INTERIOR
UPPER FL.EL. 162' 0" (49.37 M) DESIGN SERVICES AND REMAINS THE PROPERTY OF
T.O ROOF 172' 0" (53.42 M) ARCHITELIER.
ALL INFORMATION SHOWN ON THIS DRAWING IS
COPYRIGHT MATERIAL AND IS FOR USE ON THE NAMED
PROJECT ONLY. INFORMATION CONTAINED HEREIN MAY
NOT BE USED OR REPRODUCED IN ANYWAY WITHOUT
WRITTEN PERMISSION.
REMOVE
EXISTING
TREE DRAWING ISSUES
E L.
BUILDING DEPTH

15
48.88' [14.90M]

1' 6
" F 1' 6" F
EL. 15

EL .
15
1 ' 6"
F
F
'3 .5"
151
EL.
EL
. 14
9. 'E
EL. 75 5 0.65
14 'E .1 F
9' 9 EL 5" E&
" E& 5 0' 7.
F 1
EL.
1 07/01/2024 ISSUED FOR BP
FRONT SETBACK

PROJECT
16.74' [5.10M]

10.26' [3.13M] 51.71' [15.76M] 3.93' [1.20M]

F
E&
51'
1 50.
EL.
E&F ADDRESS
49.35'
E L. 1 3558 WEST 39TH AVENUE,VANCOUVER, BC ,
CANADA

PROPERTY INFORMATION
REMOVE LOT 18, BLOCK 14, PLAN VAP2482, DISTRICT LOT
EXISTING 2027, GROUP 1, NEW WESTMINISTER LAND
TREE DISTICT
PID: 013-736-639

10.25' [3.13M] 51.71' [15.76M] 3.93' [1.20M]

SHEET TITLE

SITE PLAN
SITE SECTION

Job No. 2404

Scale AS NOTED
Drawn By SA
Checked By DKW
June 28,2024
N Date

SITE PLAN
1 Scale: 1/8":1'-0"
A1.1
 - add cellar plan sheet A2.0 for crawlspace w/
51'-812" furring 6" thk.

25'-1012" 25'-1012"

6'-8" 19'-212" 19'-212" 6'-8"

3'-9" 4'-9" 3'-0" 4'-6" 4'-612" 3'-0" 2'-4" 2'-4" 3'-0" 4'-612" 4'-6" 3'-0" 4'-9" 3'-9"

7'-712" 7'-712"

3'0X5'0 3'0X5'0 3'0X5'0 3'0X5'0

680-838 WEST HASTINGS STREET
VANCOUVER, BC V6C 0A6

1'-9"
3'6X5'0 3'0X5'0 3'0X5'0 3'0X5'0 3'0X5'0 3'6X5'0 WWW.ARCHITELIER.COM 604.773.2068

3'0X7'0
3'0X7'0
BEDROOM BEDROOM

8'-912"

8'-912"
TV

TV
10'-9"
LIVING LIVING

2'10X7'0
2'10X7'0
S.A.
S.A.
3'-1012" 4'-112" 4'-2" 3'-1012" CS
CS
SECONDARY SUITE SECONDARY SUITE
FIRE RATED FIRE RATED

2'-912"
WALL HW HW WALL

10'-10"

10'-10"
2'6X7'0
2'6X7'0
17'-10" 4'-3" 3'-9" 3'-912" 4'-3" 17'-10"

3'-6"
2'10X7'0 2'10X7'0
F DRYER / DRYER / F
WASHER WASHER

2'10X7'0
2'10X7'0

3'-912"
FRIDGE / FRIDGE /
DW WINE / WINE / DW
3'-9"

3'-9"
FREEZER FREEZER
DISCLAIMER
2'10X7'0 2'10X7'0 THIS DRAWING MUST NOT BE SCALED. THE
SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
DINING ROOM DINING ROOM

16T@10"

16T@10"
17R@7"

17R@7"
48'-1012"

48'-1012"
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE
AND ARCHITELIER SHALL BE INFORMED OF ANY ERRORS
AND/OR OMISSIONS IMMEDIATELY.
THIS DRAWING IS A COPYRIGHT INSTRUMENT OF INTERIOR
DESIGN SERVICES AND REMAINS THE PROPERTY OF

9'-612"
ARCHITELIER.
ALL INFORMATION SHOWN ON THIS DRAWING IS
COPYRIGHT MATERIAL AND IS FOR USE ON THE NAMED
PROJECT ONLY. INFORMATION CONTAINED HEREIN MAY
NOT BE USED OR REPRODUCED IN ANYWAY WITHOUT
WRITTEN PERMISSION.

DRAWING ISSUES
UP UP

3'-6"
CS
CS
6'-1112" 6'-1112"
29'-3"

29'-3"
2'10X7'0
2'10X7'0

WINE
6'-7"
WINE

POWDER POWDER
TV / FIREPLACE

TV / FIREPLACE
7'-712"
1 07/01/2024 ISSUED FOR BP

PROJECT
5'6X7'0 5'6X7'0
1'-9"

1'-9"
4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0

2'-0" 9'-7" 9'-7" 2'-0"

4'-912" 4'-0" 11'-0" 12'-112" 11'-012" 4'-0" 4'-912"

ADDRESS
3'-6" ht. 23'-212" 2'-8" 2'-8" 23'-212" 3558 WEST 39TH AVENUE,VANCOUVER, BC ,
CANADA
guardrail
25'-1012" 25'-1012"

PROPERTY INFORMATION
51'-812"
LOT 18, BLOCK 14, PLAN VAP2482, DISTRICT LOT
2027, GROUP 1, NEW WESTMINISTER LAND
DISTICT
PID: 013-736-639

SHEET TITLE

LOWER FLOOR PLAN

LEGEND
Job No. 2404
Scale AS NOTED
Drawn By SA
Checked By DKW
N Date June 28,2024

LOWER LEVEL
1 Scale: 1/4":1'-0"
A2.0
 51'-812" - show roof outline

25'-1012" 25'-1012"

11'-012" 14'-10" 14'-10" 11'-012"

5'-012" 4'-0" 8'-0" 3'-212" 5'-712" 4'-10" 4'-0" 8'-0" 4'-0" 5'-012"

2'-3" 9'-7" 2'-5" 9'-7" 2'-012" 2'-012" 9'-7" 2'-5" 9'-7" 2'-3"

4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0

680-838 WEST HASTINGS STREET
VANCOUVER, BC V6C 0A6

1'-9"

1'-9"
WWW.ARCHITELIER.COM 604.773.2068

BEDROOM BEDROOM BEDROOM BEDROOM

CLOSET
CLOSET
5'-712"

5'-712"
10'-512"

10'-512"
11'-1"

11'-1"
S.A.
S.A.

CLOSET
CLOSET

4'-10"
2'10X7'0

2'10X7'0
6'-10" 4'-112" 2'-9" 5'-0" 7'-112" 7'-112" 5'-412" 2'-412" 4'-112" 6'-10"

S.A.
S.A.
DRYER / DRYER /
HRV MECH. MECH. HRV

3'-6"

3'-6"
WASHER WASHER
2'10X7'0
4'-11"

4'-11"
2'10X7'0

5'8X7'0

3'-1012"5'8X7'0

2'10X7'0
8'-0"

8'-0"
2'10X7'0
8'-5"

8'-5"
3'6X5'0

3'6X5'0
3'-1012"

2'10X7'0
2'10X7'0
DN DN
38'-712"

38'-712"
6'-4"

6'-4"
S.A. S.A.
DISCLAIMER
4'0X5'0

4'0X5'0
2'10X7'0

13'-4"
2'10X7'0

13'-4"
THIS DRAWING MUST NOT BE SCALED. THE
SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
48'-1012"

48'-1012"
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE
10'-3"

10'-3"
4'-0"

9'-7"

BEDROOM

9'-7"

4'-0"
BEDROOM AND ARCHITELIER SHALL BE INFORMED OF ANY ERRORS
AND/OR OMISSIONS IMMEDIATELY.
CS CS THIS DRAWING IS A COPYRIGHT INSTRUMENT OF INTERIOR

CLOSET
CLOSET
4'0X5'0

4'0X5'0
DESIGN SERVICES AND REMAINS THE PROPERTY OF
ARCHITELIER.
ALL INFORMATION SHOWN ON THIS DRAWING IS

2'10X7'0
2'10X7'0
COPYRIGHT MATERIAL AND IS FOR USE ON THE NAMED

16T@10"

16T@10"
17R@7"

17R@7"
9'-612" 4'-8" 4'-0" 3'-6" 4'-112" 4'-112" 3'-6" 4'-0" 4'-8" 9'-612" PROJECT ONLY. INFORMATION CONTAINED HEREIN MAY
NOT BE USED OR REPRODUCED IN ANYWAY WITHOUT
WRITTEN PERMISSION.
6'-4"

6'-4"
1'-9" 1'-9"

2'-4"
DRAWING ISSUES
UP UP
3'6X5'0

3'6X5'0
S.A.

CLOSET

CLOSET
S.A.

3'-3"

3'-3"
9'-312"

9'-312"
2'10X7'0 2'10X7'0
6'-0"

6'-0"
3'-912"

4'0X5'0 4'0X5'0
2'-5"

2'-5"
2'10X7'0 2'10X7'0

14'-512"
14'-512"
BEDROOM BEDROOM
3'-5"

3'-5"
6'8X7'0

6'8X7'0
10'-3"

10'-3"
UNCOVERED DECK UNCOVERED DECK
4'-5"

4'-5"
1 07/01/2024 ISSUED FOR BP

PROJECT

1'-9"
3'3X5'0 3'3X5'0 3'3X5'0 3'3X5'0

2'-212" 8'-1" 3'-1112" 8'-1" 2'-612"

6'-8" 6'-9" 4'-712" 3'-3" 4'-7" 4'-3" 3'-3" 4'-1112" 6'-9" 6'-8"
ADDRESS
9'-612" 9'-612" 3558 WEST 39TH AVENUE,VANCOUVER, BC ,
CANADA

13'-7" 12'-5" 12'-5" 13'-5"

PROPERTY INFORMATION
25'-1012" 25'-1012"
LOT 18, BLOCK 14, PLAN VAP2482, DISTRICT LOT
2027, GROUP 1, NEW WESTMINISTER LAND
51'-1012"
DISTICT
PID: 013-736-639

SHEET TITLE

UPPER FLOOR PLAN

LEGEND
Job No. 2404
Scale AS NOTED
Drawn By SA
Checked By DKW
N Date June 28,2024

UPPER LEVEL
1 Scale: 1/4":1'-0"
A2.1
 680-838 WEST HASTINGS STREET
VANCOUVER, BC V6C 0A6
WWW.ARCHITELIER.COM 604.773.2068

SLOPE DN
5:12
SKYLIGHT SKYLIGHT
3'2 X 4'2 3'2 X 4'2

5:12
5:12
SLOPE DN
SLOPE DN
DISCLAIMER
THIS DRAWING MUST NOT BE SCALED. THE
SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
SKYLIGHT SKYLIGHT FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE
3'2 X 4'2 3'2 X 4'2 AND ARCHITELIER SHALL BE INFORMED OF ANY ERRORS
AND/OR OMISSIONS IMMEDIATELY.
THIS DRAWING IS A COPYRIGHT INSTRUMENT OF INTERIOR
DESIGN SERVICES AND REMAINS THE PROPERTY OF
ARCHITELIER.
PREFINISHED METAL ALL INFORMATION SHOWN ON THIS DRAWING IS
COPYRIGHT MATERIAL AND IS FOR USE ON THE NAMED
STANDING SEAM PROJECT ONLY. INFORMATION CONTAINED HEREIN MAY
ROOFING NOT BE USED OR REPRODUCED IN ANYWAY WITHOUT
WRITTEN PERMISSION.

DRAWING ISSUES

SLOPE DN
5:12
5:12 5:12
SLOPE DN SLOPE DN

1 07/01/2024 ISSUED FOR BP

PROJECT

ADDRESS
3558 WEST 39TH AVENUE,VANCOUVER, BC ,
CANADA

PROPERTY INFORMATION
LOT 18, BLOCK 14, PLAN VAP2482, DISTRICT LOT
2027, GROUP 1, NEW WESTMINISTER LAND
DISTICT
PID: 013-736-639

SHEET TITLE

ROOF PLAN

LEGEND

ROOF VENT Job No. 2404

Scale AS NOTED

S.L. SKY LIGHT Drawn By SA

Checked By DKW
N Date June 28,2024

ROOF PLAN
1 Scale: 1/4":1'-0"
A2.2
 - add assembly tags
SECTION & ELEVATION ASSEMBLIES LEGEND

1. VAULTED ROOF 8c. FLOOR OVER UNHEATED SPACE (FRR: 1 HOUR)(STC50) WITH FUME BARRIER
· SHINGLED ROOF AS PER A-9.10.3.1.B - F19c
· 1"x 3" STRAPPING · 1 1/2" CONC. TOPPING C/W RADIANT HEATING
· ROOF UNDERLAYMENT (A.B.) · 3/4" T&G PLYWOOD SHEATHING SUBFLOOR
· 3/4" PLYWOOD SHEATHING · T.J.I. FLOOR JOISTS AS PER STRUCTURAL C/W MIN. R32 MINERAL FIBRE
· ROOF JOIST AS PER STRUCTURAL C/W R32 BATT INSULATION INSULATION (VENTED SPACE - MIN. 2" VERTICAL SIDE VENT)
· POLYETHELENE (A.V.B.) · 6 MIL. POLY (A.V.B.)
· 5/8" G.W.B. · STEEL FURRING CHANNELS @ 400mm O.C.
· 1150 SOFFIT VENTALATION · 2 LAYERS 5/8" TYPE X G.W.B.
· 1150 SOFFIT VENTALATION & 1 500 CRAWLSPACE VENTALATION 680-838 WEST HASTINGS STREET
2. LIGHT TUBE (LT) VANCOUVER, BC V6C 0A6
WWW.ARCHITELIER.COM 604.773.2068
· ALL LIGHT TUBE/SKYLIGHT SHALL BE MIN. 2.40 W/(K.m2) (U-VALUE). 9. FLOOR OVER HEATED SPACE - PORCH OVER BASEMENT
· 1/2" THICK PORCELAIN TILE ON TYPE N SCRATCH COAT
3. EXTERIOR WALL 1 · 1/2" DRAINAGE BOARD
· EXTERIOR LAP SIDING · 2-PLY SBS MEMBRANE
· 19MM STRAPPING & STRUCTURE C/W INSECT SCREEN AND VENTS TOP AND · 1/2" PROTECTION BOARD
EL.189' 8"
BOTTOM · 2-1/2" CONC. TOPPING
MAX. HEIGHT
· SHEATHING PAPER · 3/4" T&G PLYWOOD SHEATHING SUBFLOOR
· 1/2" PLYWD. SHEATHING · T.J.I. FLOOR JOISTS AS PER STRUCTURAL C/W MIN. R32 MINERAL FIBRE
· 2"x 8" STUDS @ 24" O.C. C/W R28 HD BATT INSULATION INSULATION (VENTED SPACE - MIN. 2 VERTICAL SIDE VENT)
· 6 MIL. POLY VAPOUR BARRIER · 6 MIL. POLY (A.V.B.)
· 5/8" G.W.B. · 5/8" G.W.B.
· 1150 SOFFIT VENTALATION & 1 500 CRAWLSPACE VENTALATION
EL.183' 3.5" 3a. EXTERIOR WALL 1a (FRR: 1 HOUR) (STC50) WITH FUME BARRIER
ROOF PEAK AS PER A-9.10.3.1.A - W1a 9a. FLOOR OVER HEATED SPACE - PORCH OVER MAIN FLOOR
· 5/8" EXTERIOR G.W.B. · 1/2" THICK PORCELAIN TILE ON TYPE N SCRATCH COAT
· 2"x 8" STUDS @ 24" O.C. C/W R28 HD BATT INSULATION · 1/2" DRAINAGE BOARD
· 6 MIL. POLY VAPOUR BARRIER · 2-PLY SBS MEMBRANE
12 12 · 5/8" G.W.B. · 1/2" PROTECTION BOARD
5.25 5.25 NOTE: PENETRATIONS OF THE AIR BARRIER SYSTEM, SUCH AS THOSE · 2-1/2" CONC. TOPPING
CREATED BY THE INSTALLATION OF DOORS, WINDOWS, ELECTRICAL · 3/4" T&G PLYWOOD SHEATHING SUBFLOOR
WIRING, ELECTRICAL BOXES, PIPING OR DUCTWORK, SHALL BE · T.J.I. FLOOR JOISTS AS PER STRUCTURAL C/W MIN. R32 MINERAL FIBRE
SEALED TO MAINTAIN THE INTEGRITY OF THE AIR BARRIER SYSTEM INSULATION (VENTED
OVER THE ENTIRE SURFACE SPACE - MIN. 2 VERTICAL SIDE VENT)
· 6 MIL. POLY (A.V.B.)
· 5/8" G.W.B.
4. EXTERIOR WALL 2 (FACING NEIGHBOUR TO THE NORTH) (FRR: 1 HOUR)
EL.172' 0"
B.O. ROOF
AS PER A-9.10.3.1.A - EW1a 10. FLOOR OVER UNHEATED SPACE - SLAB ON GRADE (MIN R12) DISCLAIMER
· APPLICABLE TO ALL WALLS LESS THAN 3'-10" FROM PROPERTY LINE. · REINFORCED CONCRETE SLAB AS PER STRUCTURAL THIS DRAWING MUST NOT BE SCALED. THE
· EXTERIOR LAP SIDING · 10 MIL. PLY (A.V.B.) SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE
· 19MM STRAPPING & STRUCTURE C/W INSECT SCREEN AND VENTS TOP AND · R12 RIGID INSULATION (TYPE 2,3, OR 4) AND ARCHITELIER SHALL BE INFORMED OF ANY ERRORS
AND/OR OMISSIONS IMMEDIATELY.
BOTTOM · MIN. 6'' COMPACTED GRANULAR FILL THIS DRAWING IS A COPYRIGHT INSTRUMENT OF INTERIOR

BEDROOM MASTER BEDROOM · SHEATHING PAPER DESIGN SERVICES AND REMAINS THE PROPERTY OF
ARCHITELIER.
· 1/2" PLYWD. SHEATHING 10a. FLOOR OVER HEATED SPACE - GARAGE (FRR: 1 HOUR)(STC50) WITH FUME ALL INFORMATION SHOWN ON THIS DRAWING IS
COPYRIGHT MATERIAL AND IS FOR USE ON THE NAMED
· 2"x 8" STUDS @ 24" O.C. C/W R28 BATT INSULATION BARRIER PROJECT ONLY. INFORMATION CONTAINED HEREIN MAY
NOT BE USED OR REPRODUCED IN ANYWAY WITHOUT
· 6 MIL. POLY VAPOUR BARRIER · REINFORCED CONCRETE SLAB AS PER STRUCTURAL WRITTEN PERMISSION.
· 2 LAYERS 5/8" TYPE X G.W.B. · 2"x10" WOOD JOISTS @ 16" O.C. C/W MIN. R32 MINERAL FIBRE INSULATION
EL.163' 0" · 6 MIL. POLY (A.V.B.)
UPPER FLOOR 5. EXTERIOR WALL 3 (COLUMN) · 5/8" G.W.B. DRAWING ISSUES
· EXTERIOR LAP SIDING
· 19MM STRAPPING & STRUCTURE C/W INSECT SCREEN AND VENTS TOP AND 11. INTERIOR PARTITION
BOTTOM · 1/2" G.W.B.
· SHEATHING PAPER · 2"x 4" WOOD STUD @ 16" O.C. TO U/S OF CEILING C/W 3" ACOUSTICAL
· COLUMN AS PER STRUCTURAL C/W 1/2" PLYWD. SHEATHING AND WOOD INSULATION
BLOCKING · 1/2" G.W.B.
BEDROOM W/C FRONT ENTRY
6. EXTERIOR WINDOWS / GLAZED OPENINGS / DOORS 12. PARTY WALL (FRR: 1 HOUR) (STC 50)
· ALL WINDOWS AND DOORS SHALL BE MAX U-VALUE 1.40 AND MIN. ER 25 AS PER A-9.10.3.1.A - W8a
(WINDOW LABELS WILL BE CONFIRMED PRIOR TO INSULATION INSPECTION) · (2)5/8" TYPE-X G.W.B.
· TEMPERED GLASS WHERE 'T' IS INDICATED AND WHERE WINDOW SILL IS · 2"x 6" STAGGERED WOOD STUD @ 24" O.C. ON 2"x8" COMMON PLATE TO U/S
EL.152' 0"
LESS THAN 36" AFF. OF CEILING C/W 3.5" ACOUSTICAL INSULATION
MAIN FLOOR · EGRESS HARDWARE PROVIDED WHERE 'E' IS INDICATED · 5/8" TYPE-X G.W.B.

7. FOUNDATION WALL 13. EXTERIOR PATIO AT GRADE

CRAWLSPACE · 1/2" DRAINAGE BOARD · 5" CONCRETE SLAB ON GRADE C/W CONTROL JOINTS MIN. EVERY 11'-0" &
· DAMP PROOFING - 2 LAYERS PROVIDE ISOLATION JOINTS AROUND ALL COLUMNS C/W 1/2" ASPHALT
EL.147' 1"(44.83M) · 8" CONCRETE FOUNDATION WALL AS PER STRUCTURAL IMPREGNATED BOARD
T.O. CRAWLSPACE · 2-1/2" SEMI-RIGID MINERAL WOOL INSULATION · MIN. 4" COMPACTED GRANULAR FILL
SLAB · 2"x 4" STUDS @ 24" O.C. C/W R14 BATT INSULATION 1 07/01/2024 ISSUED FOR BP

· 6 MIL. POLY VAPOUR BARRIER 14. SOFFIT PROJECT

· 5/8" G.W.B. · 1" x 4" T&G CEDAR C/W 1" CONTINUOUS VENT STRIP & INSECT SCREEN
· (PROVIDE FOOTINGS ON SOLID BEARING AS PER ENG. C/W 4" PERFORATED
P.V.C. PERIMETER DRAIN & 6" MIN. DRAIN ROCK COVER) SOFFIT FACING NEIGHBOUR (TO THE NORTH) SHALL BE
N 7a. FOUNDATION WALL - EXPOSED
· NOT LESS THAN 0.32 MM THICK SHEET STEEL,
· UNVENTED ALUMINUM CONFORMING TO CAN/CGSB-93.2-M, “PREFINISHED
BUILDING SECTION · 8" CONCRETE FOUNDATION WALL AS PER STRUCTURAL ALUMINUM SIDING, SOFFITS, AND FASCIA, FOR RESIDENTIAL USE,”
1 Scale: 1/4":1'-0" · 2-1/2" SEMI-RIGID MINERAL WOOL INSULATION · NOT LESS THAN 12.7 MM THICK GYPSUM SOFFIT BOARD OR GYPSUM CEILING ADDRESS
· 2"x 4" STUDS @ 24" O.C. C/W R14 BATT INSULATION BOARD INSTALLED ACCORDING TO CSA A82.31-M, “GYPSUM BOARD 3558 WEST 39TH AVENUE,VANCOUVER, BC ,
CANADA
· 6 MIL. POLY VAPOUR BARRIER APPLICATION,”
· 5/8" G.W.B. · NOT LESS THAN 11 MM THICK PLYWOOD,
· (PROVIDE FOOTINGS ON SOLID BEARING AS PER ENG. C/W 4" PERFORATED · NOT LESS THAN 12.5 MM THICK OSB OR WAFERBOARD, OR PROPERTY INFORMATION
P.V.C. PERIMETER DRAIN & 6" MIN. DRAIN ROCK COVER) · NOT LESS THAN 11 MM THICK LUMBER. LOT 18, BLOCK 14, PLAN VAP2482, DISTRICT LOT
2027, GROUP 1, NEW WESTMINISTER LAND
8. FLOOR OVER HEATED SPACE - MAIN & UPPER FLOOR 15. FASCIA DISTICT

· 1 1/2" CONC. TOPPING C/W RADIANT HEATING · 5" PRE-FINISHED ALUM. GUTTER PID: 013-736-639

· 3/4" T&G PLYWOOD SHEATHING SUBFLOOR · 2"x 6" FASCIA BOARD

· T.J.I. FLOOR JOISTS AS PER STRUCTURAL C/W ACOUSTICAL BATT · 2"x 12" BARGE BOARD AT GABLE ENDS
INSULATION
· 5/8" G.W.B. 16. RAILING SHEET TITLE
· ALL GUARDRAIL MINIMUM 36" AFF
8a. FLOOR/SOFFIT OVER UNHEATED SPACE · ALL HANDRAIL MINIMUM 36" AFF SECTIONS
· 1 1/2" CONC. TOPPING C/W RADIANT HEATING
· 3/4" T&G PLYWOOD SHEATHING SUBFLOOR 17. HEADER/BOX JOIST
· T.J.I. FLOOR JOISTS AS PER STRUCTURAL C/W MIN. R32 MINERAL FIBRE · INSULATE ALL HEADER/BOX JOIST
INSULATION (VENTED SPACE - MIN. 2" VERTICAL SIDE VENT) W/ R28 EFFECTIVE HD BATT INSULATION
· SOFFIT Job No. 2404
· 1150 SOFFIT VENTALATION & 1 500 CRAWLSPACE VENTALATION 18. ATTIC SPACE OVER MAIN FLOOR
Scale AS NOTED
· SHINGLED ROOF
8b. SECONDARY SUITE CEILING (FRR: 1 HOUR)(STC50) · 1"X 3" STRAPPING Drawn By SA
· TYPICAL FLOOR ASSEMBLY AS PER OTHER FLOOR ASSEMBLIES · ROOF UNDERLAYMENT (A.B.) Checked By DKW
· ADD STEEL FURRING CHANNELS @ 400mm O.C. · 3/4" PLYWOOD SHEATHING Date June 28,2024
· REPLACE DRYWALL WITH TWO LAYERS OF 5/8" TYPE X G.W.B. TO PROVIDE 1 · ROOF JOIST AS PER STRUCTURAL C/W R50 WITH BLOWN INSULATION
HOUR FIRE SEPARATION AS PER A-9.10.3.1.B - F19a. · POLYETHELENE (A.V.B.)
· 5/8" G.W.B.
· 1150 SOFFIT VENTALATION & 1 500 CRAWLSPACE VENTALATION A3.1
 - add legend & material tags

EL.183' 3.5"
ROOF PEAK

12
5
12
5

12 12
5 5
680-838 WEST HASTINGS STREET
VANCOUVER, BC V6C 0A6
WWW.ARCHITELIER.COM 604.773.2068

EL.172' 0"
B.O. ROOF

frameless glass
4'0X5'0 3'3X5'0 3'3X5'0 3'3X5'0 3'3X5'0 4'0X5'0 railing

2'-0"

2'-0"

2'-0"

2'-0"
EL.163' 0"
UPPER FLOOR

3 5'10X8'0 3 5'10X8'0
4'0X5'0 4'0X5'0
5 5 4'0X5'0 4'0X5'0

5 5
6 8 E
&
2'-0"

2'-0"
EL .5 "F DISCLAIMER
. t.o.c.: 152' 0" 7
EL.152' 0" 14 0'
9'
9" . 15 THIS DRAWING MUST NOT BE SCALED. THE
MAIN FLOOR EL SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
F
& FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE
E AND ARCHITELIER SHALL BE INFORMED OF ANY ERRORS
AND/OR OMISSIONS IMMEDIATELY.
THIS DRAWING IS A COPYRIGHT INSTRUMENT OF INTERIOR
DESIGN SERVICES AND REMAINS THE PROPERTY OF
LINE OF EXISTING GRADE ARCHITELIER.
ALL INFORMATION SHOWN ON THIS DRAWING IS
EL.147' 1"(44.83M) LINE OF FINISHED GRADE COPYRIGHT MATERIAL AND IS FOR USE ON THE NAMED
PROJECT ONLY. INFORMATION CONTAINED HEREIN MAY
T.O. CRAWLSPACE NOT BE USED OR REPRODUCED IN ANYWAY WITHOUT
SLAB WRITTEN PERMISSION.

N DRAWING ISSUES

NORTH ELEVATION
1 Scale: 1/4":1'-0"

EL.183' 3.5"
ROOF PEAK

12 12
5 5

EL.172' 0" 1 07/01/2024 ISSUED FOR BP

B.O. ROOF
PROJECT

4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0 4'0X5'0

ADDRESS
3558 WEST 39TH AVENUE,VANCOUVER, BC ,
2'-0"

2'-0"

2'-0"

2'-0"

CANADA
EL.163' 0"
UPPER FLOOR
PROPERTY INFORMATION
LOT 18, BLOCK 14, PLAN VAP2482, DISTRICT LOT
2027, GROUP 1, NEW WESTMINISTER LAND
DISTICT
PID: 013-736-639

3'6X5'0 3'0X5'0 3'0X5'0 3'0X7'0 3'0X5'0 3'0X5'0 3'0X5'0 3'0X5'0 3'0X7'0 3'0X5'0 3'0X5'0 3'6X5'0

SHEET TITLE
EL
.1
51
NORTH ELEVATION
2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

'6
EL.152' 0"
"F
SOUTH ELEVATION
MAIN FLOOR
EL
"F

F
"F

.1
E

.5"

LINE OF EXISTING GRADE 50

'6
3.5
2"

'1
'3
51

0" Job No. 2404

'
'

LINE OF FINISHED GRADE

51
51
51

.1

E
.1
.1
.1

EL

Scale AS NOTED
EL
EL
EL

EL.147' 1"(44.83M)
T.O. CRAWLSPACE Drawn By SA
SLAB Checked By DKW
N Date June 28,2024

SOUTH ELEVATION
2 Scale: 1/4":1'-0"

A4.1
 EL.189' 8"
MAX. HEIGHT

EL.183' 3.5"
ROOF PEAK

12 12
5 5 680-838 WEST HASTINGS STREET
VANCOUVER, BC V6C 0A6
WWW.ARCHITELIER.COM 604.773.2068

EL.172' 0"
B.O. ROOF

3'6X5'0 4'0X5'0 4'0X5'0 3'6X5'0 6'8X7'0

T.O. ROOF

EL.167' 1"(50.93M)

12 12
5 5

2'-0"

2'-0"

2'-0"
EL.163' 0"
UPPER FLOOR
T.O. BOTTOM

EL.159' 9"(48.69M) 9'0X8'0 9'0X8'0

GARAGE DOOR GARAGE DOOR

2'10X7'0
9'-6"

DISCLAIMER
THIS DRAWING MUST NOT BE SCALED. THE
SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE

"F
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE

'0
AND ARCHITELIER SHALL BE INFORMED OF ANY ERRORS

52
AND/OR OMISSIONS IMMEDIATELY.

.1
THIS DRAWING IS A COPYRIGHT INSTRUMENT OF INTERIOR
EL.152' 10.5"(46.60M)

EL
DESIGN SERVICES AND REMAINS THE PROPERTY OF
ARCHITELIER.
T.O. GARAGE EL.152' 0" ALL INFORMATION SHOWN ON THIS DRAWING IS
EL
SUB FL. .1 MAIN FLOOR COPYRIGHT MATERIAL AND IS FOR USE ON THE NAMED
52 PROJECT ONLY. INFORMATION CONTAINED HEREIN MAY
'6
F

"F
"F
.5 " EL NOT BE USED OR REPRODUCED IN ANYWAY WITHOUT
5"

F
F . .1 WRITTEN PERMISSION.

'6
'6
& '3

.5"
N 50

51
51
E 51 '1
'3 .1

.1
.1
51 0"

E
EL E

EL
EL
LINE OF EXISTING GRADE
EAST ELEVATION

&
.1

"F
DRAWING ISSUES

"F
EL

'2
LINE OF FINISHED GRADE

'9

49
Scale: 1/4":1'-0" EL.147' 1"(44.83M)

49

.1
T.O. CRAWLSPACE

.1

EL
EL
SLAB

EL.189' 8"
MAX. HEIGHT

EL.183' 3.5"
ROOF PEAK

12
5
12
5

1 07/01/2024 ISSUED FOR BP

PROJECT

EL.172' 0"
B.O. ROOF

ADDRESS
3558 WEST 39TH AVENUE,VANCOUVER, BC ,
6'8X7'0 3'6X5'0 4'0X5'0 4'0X5'0 3'6X5'0 CANADA
T.O. ROOF

EL.167' 1"(50.93M)
PROPERTY INFORMATION
LOT 18, BLOCK 14, PLAN VAP2482, DISTRICT LOT
2027, GROUP 1, NEW WESTMINISTER LAND
12 12 DISTICT
5 5
2'-0"

2'-0"

2'-0"

PID: 013-736-639
EL.163' 0"
UPPER FLOOR

EL.159' 9"(48.69M) SHEET TITLE

3'0X5'0 3'0X5'0
T.O. BOTTOM
WEST ELEVATION
2'10X7'0
EAST ELEVATION

2'-7 1/2"

2'-7 1/2"
Job No. 2404
EL.152' 10.5"(46.60M) Scale AS NOTED
T.O. GARAGE

EL
EL.152' 0"
SA

.1
SUB FL. Drawn By

52
MAIN FLOOR

EL

'8
Checked By DKW

.5
.1
EL
"F

"F
52
.1
EL

EL
EL

'6

51
N June 28,2024

'
Date

&
LINE OF EXISTING GRADE

8"
.1

.1
'2
.1

51
E

E
"E

F
51

51
51
&

.1

LINE OF FINISHED GRADE

'6

'6
E

"F

'3

EL

WEST ELEVATION
"F

"F
&

.5
7.5

"F

2
"F

A4.2
0'

EL.147' 1"(44.83M)
'2

Scale: 1/4":1'-0"
15
50

T.O. CRAWLSPACE
.
.1

EL

SLAB
EL
 refer 208-Goh
TYPICAL CONSTRUCTION ASSEMBLIES
1. ROOFS & DECKS
TYPICAL SLOPED ROOF WITH ATTIC ASSEMBLY
4 4 1.1
ASPHALT SHINGLES,
A5.1 A5.1
EL APPROVED W.P.M.,
EL . 1 LINE OF 2'-0" [0.61M] 1/2" PLYWOOD SHEATHING,
. 1 52 24'-0" [7.32M] WALL BELOW
52 ' 5 ROOF TRUSSES @ 24" O.C.,
'4 "( 5/8" G.W.B.
" ( 46

E
)F "
M 8.5
46 .46

&
.4 M

55 '

2'-0" [0.61M]
6. 52
3M ) 2'-4 1/2" [0.73M] 3. EXTERIOR WALLS 680-838 WEST HASTINGS STREET

( 4 L. 1
)F E VANCOUVER, BC V6C 0A6

E
TYPICAL FOUNDATION WALL WWW.ARCHITELIER.COM 604.773.2068
3'0X6'8 3.1
RAISED DAMP PROOFING BELOW GRADE

5'-6 1/2" [1.69M]

SILL 8" CONC. WALL
18" CONT CONC SPREAD FTG.

8'-3" [2.51M]
9070 GARAGE DOOR

CHARGER
PROPOSED GARAGE 3.3 TYPICAL EXTERIOR RAINSCREEN WALL

SLOPE DN
EV
25'-3"X19'-9" CLADDING PER ELEVATIONS

5:12
3/8" STRAPPING
2% SLOPE BLDG. PAPER (2 LAYERS - 30 MIN.),
5" F DN 5" F 1/2" PLY SHEATHING
52 ' 8. AB 53 ' 1. A B
1 SL .1 SL 2 x 6 STUDS @ 16" O.C.,
EL. EL

4'0X5'0
1/2" G.W.B.
CLEAR HEIGHT: 8'-0"
ASPHALT SHINGLES

4'-8 1/2" [1.44M]

1HR FRR WALL ROOF TYP. 4. FLOORS
21'-8" [6.60M]

21'-8" [6.60M]
TYPICAL SLAB ON GRADE
4.1
4" CONC. SLAB
15 MIL POLY A.V.B.,
5" THICK COMPACTED GRANULAR FILL
10'-8" [3.24M]

4'0X5'0
9070 GARAGE DOOR

3 3 3 3 5. OTHER TYPICAL CONDITIONS

SLOPE DN
A5.1 A5.1 A5.1 A5.1
2% SLOPE

5:12
PERIMETER DRAIN
"F DN "F 5.1

11'-0 1/2" [3.36M]

1 5 2' 4 B 1 5 2' 9 B 4" CONT. PERIMETER DRAIN COVERED WITH
EL. SLA EL. SLA 6" FREE DRAINING GRAVEL COVERED WITH

CHARGER
CLEAR HEIGHT: 8'-0"
5'-6 1/2" [1.69M]

FILTER CLOTH COVERED WITH

EV
GRANULAR BACKFILL
TYPICAL EAVES
5.2 CONTINUOUS GUTTER C/W RAIN WATER
3'0X6'8 LEADERS TO PERIMETER DRAIN, ON 2" x 8"
RAISED FASCIA BOARD EAVE PROTECTION TO MIN.
SILL

2'-0" [0.61M]
16" PAST INSIDE FACE OF STUD LINE
)E F

EL
DISCLAIMER
3M )

.1
.2 M

2'-4 1/2" [0.72M]

EL
46 .33

52 ' 4
.1
TYPICAL SOFFIT

' 8 " (4
THIS DRAWING MUST NOT BE SCALED. THE
" ( 46

5.3

51

"(
SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
'8 "(

PERFORATED VINYL SOFFIT OR T&G WOOD

46 .13
24'-0" [7.31M]
51 ' 0

FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE

W/ MIN. 1.5" CON. VENTING C/W INSECT

.5
. 1 52

AND ARCHITELIER SHALL BE INFORMED OF ANY ERRORS

3M )
6
EL . 1

LINE OF FOOTING LINE OF FOOTING 2'-0" [0.61M] SCREEN AND/OR OMISSIONS IMMEDIATELY.

)F E
EL

M
BELOW BELOW THIS DRAWING IS A COPYRIGHT INSTRUMENT OF INTERIOR
4 4 DESIGN SERVICES AND REMAINS THE PROPERTY OF
ARCHITELIER.
A5.1 A5.1 ALL INFORMATION SHOWN ON THIS DRAWING IS
COPYRIGHT MATERIAL AND IS FOR USE ON THE NAMED
SECTION NOTES PROJECT ONLY. INFORMATION CONTAINED HEREIN MAY
NOT BE USED OR REPRODUCED IN ANYWAY WITHOUT
WRITTEN PERMISSION.
1.ROUGH IN WINDOW HEAD HEIGHT TO BE 1'-O"
BELOW FIN. CLG. (ALSO SEE ELEVATIONS)

2.FLOOR ELEVATIONS SHOWN ARE TO TOP OF DRAWING ISSUES

SUBFLOOR U.N.O.

3.UNDERSIDE OF ROOF AND DECK SHEATHING TO

N N BE VENTED BY 1 1/2" MIN AIRSPACE TO BE
CONTINUOUS AT ALL CHANGES IN ROOF SLOPE

1 GARAGE FLOOR PLAN 2 ROOF PLAN 4.REFER TO SHEET A6.1, A6.2 & 6.3 FOR TYPICAL
Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" RAINSCREEN DETAILS
GARAGE SF : 544 SF
ROOF PLAN NOTES:
1. ALL ROOF OVERHANGS 1'-6" UNO.
2. VENTILATE ROOF SPACE OR ATTIC ABOVE AN
INSULATED CLG. TO 1/300 OF INSULATED CLG.
AREA, WITH A MIN. OF 25% OF VENTING AT SOFFIT
AND 25% AT RIDGE.
IN ROOFS HAVING SLOPE OF LESS THAN 1:6 OR OF
JOIST CONSTRUCTION, VENTILATE
ROOF TO 1/500 OF THE INSULATED CLG. AREA.

NOTE:
T.O. ROOF ALL WORK AND MATERIALS TO COMPLY WITH
T.O. ROOF BC BUILDING CODE 2024 AND WITH MUNICIPAL
1.1 EL.167' 1"(50.93M) BYLAWS AND REQUIREMENTS.
EL.167' 1"(50.93M) 1 07/01/2024 ISSUED FOR BP

PROJECT
12 12
5 5
ATTIC
PRE- ENGINEERED
WEB TRUSSES

EL.160' 10"(49.02M)
EL.160' 10"(49.02M)
T.O. BOTTOM
T.O. BOTTOM ADDRESS
3558 WEST 39TH AVENUE,VANCOUVER, BC ,
CANADA

GARAGE
TYPICAL SLAB ON GRADE PROPERTY INFORMATION
- 4" CONCRETE TOPPING
- 6 MIL MOISTURE BARRIER LOT 18, BLOCK 14, PLAN VAP2482, DISTRICT LOT
"F 2027, GROUP 1, NEW WESTMINISTER LAND
EL

EL - 4" COMPACTED GRANULAR FILL F 5

4.
.1

. ' 8" ' DISTICT

52

15 4.1 52 52
.1
'4

2' . 1 PID: 013-736-639

EL EL.152' 10.5"(46.60M)
.5

1 .5 EL
"F

" SLOPE 2% EL.152' 10.5"(46.60M)

F T.O. GARAGE
T.O. GARAGE SUB FL.
SUB FL.
3.1
SHEET TITLE

5.1 5.1 PROPOSED GARAGE

5.1 5.1
PLANS & SECTIONS

Job No. 2404

3 SECTION 4 SECTION Scale AS NOTED

Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" Drawn By SA
Checked By DKW
Date June 28,2024

A5.1
 F3 F2 F3 F2 F1 680-838 WEST HASTINGS STREET
VANCOUVER, BC V6C 0A6
T.O. ROOF T.O. ROOF WWW.ARCHITELIER.COM 604.773.2068

EL.167' 1"(50.93M) EL.167' 1"(50.93M)

12 12
5 5

T.O. BOTTOM T.O. BOTTOM

EL.160' 10"(49.02M) EL.160' 10"(49.02M)

9'0X8'0 9'0X8'0
GARAGE DOOR GARAGE DOOR

"F
"F

'5
52
'0

.1
52

EL
.1
EL.152' 10.5"(46.60M) EL.152' 10.5"(46.60M)

EL
T.O. GARAGE T.O. GARAGE
EL EL

EL
SUB FL. .1 .1 SUB FL.

.1
52 LINE OF LINE OF 52
'4

52
'6 FINISHED GRADE FINISHED GRADE "F
"F

' 8.
&

5"
"F
E LINE OF LINE OF

F
'8
EXISTING GRADE EXISTING GRADE

&
51

E
.1
EL
DISCLAIMER

1 WEST ELEVATION 2 SOUTH ELEVATION THIS DRAWING MUST NOT BE SCALED. THE
SUBCONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE
AND ARCHITELIER SHALL BE INFORMED OF ANY ERRORS
AND/OR OMISSIONS IMMEDIATELY.
THIS DRAWING IS A COPYRIGHT INSTRUMENT OF INTERIOR
DESIGN SERVICES AND REMAINS THE PROPERTY OF
ARCHITELIER.
ALL INFORMATION SHOWN ON THIS DRAWING IS
COPYRIGHT MATERIAL AND IS FOR USE ON THE NAMED
PROJECT ONLY. INFORMATION CONTAINED HEREIN MAY
NOT BE USED OR REPRODUCED IN ANYWAY WITHOUT
WRITTEN PERMISSION.

DRAWING ISSUES

F3 F2 F3 F2 F1
T.O. ROOF T.O. ROOF

EL.167' 1"(50.93M) EL.167' 1"(50.93M)

1 07/01/2024 ISSUED FOR BP

12 12
5 5 PROJECT

T.O. BOTTOM T.O. BOTTOM

EL.160' 10"(49.02M) EL.160' 10"(49.02M)

4'0X5'0 4'0X5'0
ADDRESS
3558 WEST 39TH AVENUE,VANCOUVER, BC ,
CANADA

PROPERTY INFORMATION
2'-7 1/2"

2'-7 1/2"

LOT 18, BLOCK 14, PLAN VAP2482, DISTRICT LOT

2027, GROUP 1, NEW WESTMINISTER LAND
EL.152' 10.5"(46.60M) EL.152' 10.5"(46.60M) DISTICT
T.O. GARAGE T.O. GARAGE
EL

EL PID: 013-736-639
.1

SUB FL. . 15 SUB FL.

52

LINE OF EL 2
'8

.1 '8
EL . 15

52 "F
.5

FINISHED GRADE
. 1 1'

LINE OF
"F
EL

'0
"E

"F
EL

52 4"

"E
LINE OF
&

FINISHED GRADE
'8
.1

'8 E

'4
51

EXISTING GRADE
"F
51

LINE OF

51
SHEET TITLE
.1
'6

.1
"F

EL

EXISTING GRADE

EL
PROPOSED GARAGE
EAST ELEVATION NORTH ELEVATION ELEVATION
3 Scale: 1/4" = 1'-0"
4 Scale: 1/4" = 1'-0"
ELEVATION NOTES

1. WINDOWS AND DOORS NOT LOCATED UNDER AND PROTECTED BY ROOF OVERHANGS TO
BE FULLY FLASHED. TYPICAL EXTERIOR MATERIALS Job No. 2404
2. ALL RETAINING WALLS TO BE PROJECT 6" ABOVE GRADE Scale AS NOTED
3. "F" = FIXED SASH
METAL ROOF OR ASPHALT Drawn By SA
4. ROUGH IN WINDOW HEAD HEIGHT TO BE 1"-0" BELOW CEILING U.N.O. SHINGLE ROOF:
5. WINDOW SIZES TO BE CONFIRMED WITH FRAMING CONDITIONS ON SITE. F1
(35 YEAR WARRANTY MIN) Checked By DKW
FASCIA Date June 28,2024
NOTE:
F2 MATERIAL: 2X8 PAINTED WOOD
ALL WORK AND MATERIALS TO COMPLY WITH BC BUILDING CODE 2024
AND WITH MUNICIPAL BYLAWS AND REQUIREMENTS. ON 2X10 PAINTED WOOD
EXTERIOR CLADDING
F3 HARDI HORIZONTAL SIDING, 6" REVEAL
A5.2