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Community Services Group
Development Services
Enquiry Centre
How To...........
Checklist for Plan Requirements & Guide
for Construction, Addition or Renovation
of One & Two Family Dwellings
(Includes revised survey requirements from July 28, 2005)
Updated January 17, 2007
CITY OF VANCOUVER Development & Building Application Submission
Development Services Requirements for the Construction of or an
Processing Centre Addition to an Outright One/Two family dwelling
(This form MUST be completed by Applicant and attached to submission)
Project Address:
Drawings Required UIndicates items that MUST be submitted with application Indicates items that may be submitted at a later date
# of sets # of sets Office Drawings Notes
Req ’d Prov’d use only 1/4" = 1' 0" (1:50) unless otherwise noted
1 U Building Grades Plan (If required - to be determined by City staff)
2 U Surveys (Scale not less than 1/20" = 1' 0") (signed/sealed by BCLS less than 6 months ago)
1 U Additional Survey for Engineering Dept. For “Pre-Application for Engineering Services”
1 U Posting Plan (Only required if no pins/plugs on survey)
2 U Site Plans (Scale not less than 1/8"" = 1' 0") with Eng. Dept Sewer/Water decals attached
2 U Impermeable Material Site coverage Plan
2 U Floor plans Must be signed & sealed by Prof. Engineer
2 U Elevations
2 U Roof Plans
2 U Cross Section/s and Structural details Must be signed & sealed by Professional Engineer
Documents /Statements Required
1 U Application form
1 Demo Rental form (required for all residential demolitions)
1 U Energy Utilization Calculations Statement (i.e. heat loss calculations)
2 U Engineering decals Must be completed & attached to site plans
1 Erosion & Sediment Control Plan See bulletin 2002-003-EV
1 U Floor Space Ratio Statement
1 U Geo-technical Report (if peat bog/soil liquefaction potential area)
1 U Hazardous Material Form (required for all demolitions)
1 Homeowner Protection Office form
1 Owner’s Undertaking Letter Required to issue permit
1 U Impermeable Material Site Coverage
Statement
1 U Pre-application for Engineering Services To be submitted/cleared prior to submission
1 Proof of ownership
1 Secondary Suite Covenant # 215 (for a proposed secondary suite)
1 U Site Coverage statement
Please turn over for more information
1 U Spatial Calculations
Letters of Assurance *Professionals must sign and seal all individual pages of all Letters of Assurance
Req uir’d Enclos’d Accept’d
1 U Schedule B1/B2 - Architectural (buildings not complying with Part 9 of VBBL)
1 U Schedule B1/B2 - Geo-technical
1 U Schedule B1/B2 - Structural
General notes :
Two sets of plans, with scale as noted, are required before application can be processed. Pencil drawings
or notations are not acceptable.
** Ensure that an area 8" x 11.5" is left blank on the site plans for the Engineering Dept. sticker **
Calculations of Energy Utilization and Spatial Separation Calculations must be provided with the drawings,
as well as Floor Space Ratio Statement (above grade FSR and maximum), A Site Coverage Statement
must be provided as well as an Impermeable Material Site Coverage Statement with a detailed
breakdown, if the building is located in a Zoning District that requires it.
If the building site is located in a known peat bog area or in an area where the soil is subject to
liquefaction due to an earthquake or in a flood plain area, a soils report from a Geotechnical Engineer is
also required, stating the soil type and conditions as well as a recommendation of the type of foundations,
footings and excavation details required for that particular site. Signed & sealed B1/B2 letters of
assurance for Geotechnical items must accompany the soils report.
A signed statement from the Structural Engineer must on the B1/B2 letter, (or a separate letter signed
and sealed by the Professional Engineer) indicating that he has read the Geotechnical report and that the
building has been designed to meet the recommendations of that report.
A signed statement from a Structural Engineer that the building design complies with Section 9.4 of the
VBBL must be included on the plans submitted (refer to Bulletin 2001-011-BU)
If new construction includes a secondary suite, a registered covenant must be placed against the property
title, prohibiting strata.
For renovations and additions, a written scope of work is required, itemizing the work proposed on each
floor as well as being clearly indicated on the submitted plans.
Note : If the preliminary plan review reveals that the application does not meet outright Zoning and
Development Bylaw approval requirements and/or Vancouver Building Bylaw requirements,
additional drawings and information may be required prior to processing.
The list of requirements is not limited in its content. Further review of the application, plans or
documents may reveal additional requirements.
Survey Requirements for One and Two FamilyDwellingDevelopments
*** An updated posting plan is required for all new construction, in addition to the surveys ***
3 copies of Surveys prepared by a BC Registered Land Surveyor, certified correct with original
seals and signatures should include the following:
G Scale not less than 1/20" = 1'0"
G The PID (The Property Identifier Number)
G Legal description (found on tax notice)
G Street address, street name(s) and location, as well as location and width of any lane(s)
G Dimensions of site including north arrow
G Indicate location of lead plugs, iron pins & show corner angles, datum
G Indicate location and dimensions of all existing buildings on the site for proposed additions
G Indicate front yard setback of the two adjacent sites on each side of the proposed building(s) as
well as side yard setbacks (based on Zoning & Development Bylaw requirements)
G Indicate front and rear yard depth at each corner of the house (especially important where site
dimensions are irregular)
G Setbacks must be taken from the established building line (where applicable)
G If rear yard compatibility is being used, the rear yard setbacks of the buildings on the adjacent sites
are required
G Location and elevations at the top and bottom of any existing retaining walls at regular intervals of
approximately every 3 metres (10'0")
G Ultimate property line (where lane “dedications” are required, setbacks must be measured from the
dedication line)
G Lane dedications, registered easements, encroachments & right-of-ways must be indicated on the
surveys
G Indicate location of existing street crossings
G Indicate existing grades at the top and bottom of all retaining walls at 3 metre (10'0") intervals
G Indicate existing grades at each of the four corners of the site
G Indicate existing grades at each corner of the existing and/or proposed principle building envelope
(based on Zoning & Development Bylaw requirements)
G Indicate existing grades on the adjacent property, parallel to side property lines at regular intervals
approximately 3 metres (10'0") into the neighbouring sites.
G Indicate existing grade levels at the four corners of the proposed accessory building envelope
G Indicate elevations along the centre line of the lane opposite to the centre line of the accessory
building envelope (if lane paved, elevations must also be shown along the centre-line of the gutter)
G Indicate location, height & diameter of all stumps 20cm (8") caliper or greater
G Indicate location of all existing trees 20cm (8") in diameter or greater (and all multi-branching trees
where the combined diameters of the three largest stems equal 20cm (8") caliper or greater) when
measured 1.4 metres (4'6") above the ground including their drip lines.
G Along the road & lane frontages including registered right-of-ways and extending to the opposite
side of the street, lane and registered right-of-ways, to a point 3 metres (10'0") beyond either side
of the property lines, right-of-ways, locate the following: all utility manhole covers and their
elevations, fire hydrants, street lights, utility kiosks, utility poles and their anchor rod locations,
catch basins, any other street furniture, street(s), lane(s) and/or registered right-of-ways, as well as
sidewalk(s), curb(s) and gutter(s)
G For 3 metres (10'0") adjacent to the property and extending to the opposite side of the street(s) or
lane(s) and or registered right-of-ways at 3 metre (10'0") increments, provide the centre line
elevation of all street(s), lane(s) and/or registered right-of-ways, as well as sidewalk(s), curb(s) and
gutter(s) at 3 metre (10'0") increments.
Note: For proposed driveways from a street, contact the Enquiry Centre for Zoning and
Development Bylaw requirements. (A street scape plan may be required)
SURVEY PLAN OF LOT 5 AMD OF 25 TO 30,
DISTRICT LOT 728
WEST-HALF OF PLAN 2944
5 0 5 10 15 20 25 METRES
ALL DISTANCES ARE IN METRES
1 91 94
3 5
5 6
5 1 4 15
4 2
3 1
.0 9.0 9.0
.1 9.1 9.1
.2 9.2 9.2
.4 9.4 9.4
. .
68 68 68
. .
6 9 69 6 9
6 6
6 6
6 6
6 6
1636 W. 57TH AVENUE GRASS
7
0
6
4
.9
.1
CONCRETE SIDEWALK
69
69
69
69
GRASS
7
0
2
7
0
7
.0
.2
.3
.3
.4
.4
69
69
69
69
69
69
2
4
0
5
1
5
.9
.0
.2
.2
.3
.6
68
69
69
69
69
69
EAST 57TH AVENUE
8
5
2
5
1
0
.1
.2
.4
.5
.6
.7
69
69
69
69
69
69
6
.1
69
2
69 4
6
69.10
0
5
1
7
.9
W
.0
.0
.2
.2
.3
.4
68
69
69
69
69
69
69 15
2
7
69 0
2
76
7
6
.3
5
.0
.2
.2
.3
EXIST.
.
.4
.6
69
6 9.
GRASS
69
69
69
69
69
DRIVEWAY
1 .0 6
0 0 95
8 4 09
4 3 13 15
1 1 44
.
.
68 68 68
.4 9.1 9. 69.
.
68 69 69
69 69 69
OLP 69
5
OLP
.9 .9
.0
.8 .1
CONCRETE SIDEWALK OLP
.2
.4 .4
69
LP
69
68 6 6
G GRASS LP RET. RET.
+IP +
2
.6
69
90 15.09
4
68
.0
RET.
”
RET. 15’4
.2
4
69
’2
” BANK WALL
7
69
WALL
2
BG 69.35
BG 69.10
44
WALL
.3
8
11.2
.6
5.4
.7
7.1 89
68
3
69
1
7.1
.6
9,2
11.2
68
10.3
3
7
.8
8
.1
.9
67
68
+ + + +
1.5
67
+ 1.5 +
1
2
6
.2
.0
.2
68
68
68
35.48
/ 12.09 /
35.49
Proposed
2 Building Envelope
3 7
5 6
AMD. AMD. AMD.
12.42
COVERED
0
9
.9
.8
++ +
67
67
1.5 + +
1.5
68 w )
2
0
.2
68 w )
(t
.9
0
(b
.1
67
+
5
.2
68
LOT AREA=
7
6 8 w)
.8
1
67
+
(b
.0
++ 535.2 sq. m.
68 w)
2
14.78
.2
15.97
(t
14,23
15.97
3
9
5
67 w)
.9
.8
.8
8
67
67
67
++
(b
.9
/ + +
68 w )
1
.2
(t
Proposed Accessory
Building Envelope
BG 67.23
7.9
7.5
BG 67.47
/ 7.8 /
9
89 67 w)
6
.4
90
’1 8
1
9
CONC.
0”
.7
4 4 .4
.8
.7
(b
67
15
1 4
67
67
67
++
3
.0 .3
’4
.4
/
67 67
4
67
15.09 ”
X +
2
0
.3
67
X
8
.1
.2 67 .35
67
.3
67 w )
3
.11 .1
67 67
2
4
9
2
.5
67
.3 7.4
0
7
(t
.4
67
OIP
.3 7.4
9 .5
.5
67
6
67
ASPH. GUTTER
6
0
0
8
4
0
.3
9
.0
.1
.2
.2
3
1
67
67
67
67
67
20’ FULLY PAVED LANE
.5
67
67
67
67
5 5
1 3
4 7
3 4
.4 .31
.2 .24
.9 .9
.1 .1
.1 .1
7 9
.1 .1
3 8
.4 .4
66 66
67 67
.3 .2
67 6 7
67 67
ASPH. GUTTER
67 67
67 67
67 67
6 7 67
5
0
LANE SOUTH OF 57TH AVENUE
LEGEND
denotes catch basin denotes fire hydrant Notes:
denotes manhole LP denotes lead plug set Building envelope shown is only
For proposed driveways from a street, approximate interpretation of City
denotes lamp standard IP denotes iron post set contact the Development Information Building Bylaws. Consult Planning
& Application Counter for Zoning and Dept. for final building envelope when
denotes wood pole OLP denotes old lead plug found required.
Development By-Law requirements.
denotes pole anchor OIP denotes old iron post found CERTIFIED CORRECT:
All trees have been plotted as Lot dimensions are correct according
denotes electrical panel denotes survey control point required by Bylaw No. 3575. to ground survey and posting
plan BCP_______.
G denotes gas valve denotes bus stop bench
For construction, use lead plugs in
W denotes water valve sidewalk or City survey monument B.C.L.S.
only for elevation control.
Note:
Elevations are based on Vancouver City Datum
(1958 Geodetic Datum) Bench Mark: Control Monument V3571 located 51m
east of property line at the SE Corner of East 57th Avenue
and Dumfries Street. Bench Mark Elevation = 68.051 metres
ELEV. ELEV. ELEV. ELEV.
100.8’ 100.8’ 100.8’ 100.8’
CL
Site Plan should include the following: ELEV. 8.98’ 20’ PAVED LANE ELEV.
100.4’ 100.4’
10’-0”
Scale not less than 1/8” = 1’0” (1:100)
1’-9”
ELEV. ELEV.
Legal Description and north arrow 100.0’ 100.0’
PROPERTY LINE 33.0’
Street names, location and dimension of lanes
Dimension of site ELEV. ELEV.
Size of all yards, measured from the property line, including front yard, 100.0’ 100.0’
side yards and rear yard.
SLAB HEIGHT 100.5’
Indicate limiting distance
24’-0”
54.9’ REAR YARD
Indicate location of all window seats, bay windows and/or chimneys
Clearly indicate the location of proposed work if adding to the building.
ELEV. ELEV.
(highlight or cross hatch) 100.72’ 101.96’
Building dimensions - this includes principle building and any accessory PROPOSED
GARAGE
buildings
Indicate access to parking, width of access and the number of parking
spaces provided 1’-9”
22’-0” 2’-0” TO
Indicate location of existing and/or proposed driveways from a street PROPERTY
LINE
Indicate slab elevation and all floor elevations of the principle building
Existing and finished grades levels at each corner of the existing and/or
proposed principle building EXISTING 8” DIA.
Indicate the location of any window wells and/or patios wells. TREE TO BE
RETAINED
Indicate the location of trees and tree barriers
Existing & finished grade levels at the four corners of the proposed accessory PROPOSED/ PROPOSED/
EXIST. ELEV. EXIST. ELEV.
building and two grade levels at the centerline of the lane adjacent to the 102.0’ DN DN 102.0’
proposed accessory building
EXISTING/
Any right-of-ways, registered easement or encroachments are to be PROP. ELEV. EXISTING/
indicated 102.0’ PROPOSED / EXISTING PROP. ELEV.
DWELLING 102.0’
Indicate ultimate property lines
PROPERTY LINE 122’-0”
42.7’ BUILDING DEPTH
Proposed accessory building slab elevation (Bulletin 92-05)
Public Sewer and Water Connection Information notes and stickers
PROPERTY LINE
must to be attached to the site plans.
Public water, storm and sanitary services with sizes & dimensions Cellar Slab elevation 96.5’
to the property line. Main floor elevation 105.5’
Upper floor elevation 114.98’
Indicate the location of storm sump(s)
Invert (bottom of pipe) elevations of the storm and sanitary connections
Water pressures 3.3’
Plumbing fixture restrictions (complete “Fixture Restriction Pumping
Requirements” table .(obtain decals from Sewers Engineering)
EXISTING/ EXISTING/
Location of Gas (Contact BC Gas for location @1-888-224-2710.) It is PROP. ELEV. PROP. ELEV.
the Owners/Applicants responsibility to ensure that the Gas service 103.8’ 103.93’
does not conflict with your proposed Sewer & Water services. PROPOSED/
25.09’ FRONT YARD
EXIST. ELEV.
PROPOSED/
103.8’
EXIST. ELEV.
103.93’
4’-1” 24’-10” 4’-1”
Size of storm
sump(s)
San offset dimension
EXISTING 8” DIA. TREE
Offset dimension TO BE RETAINED
Storm offset dimension
Leave 8 1⁄2” x 11” Water offset dimension
BC Gas Service
space BLANK for Size & elevation of sanitary ELEV.
PROPERTY LINE 33’-0”
service at property line 104.2’ ELEV.
Engineering Dept. AVENUE / STREET 104.2’
Size & elevation of Storm
stickers service at property line 2 - Existing 8” Diameter
Street Trees to be retained
Size of Water service
SCALE: 1/8 = 1’-0” (1:100)
Address ________________________________
Legal Description
Lot ______ Subdivision ______ Block _______
District Lot ________________ Plan ________
Site Coverage Statement
SITE PLAN
Permitted ______________ ______%
Proposed ______________ ______%
1.92’
PAVED LANE 20.0’
PROPERTY LINE 33.0’
Apron 1.92’ x 22’0” = 42.24 sf Impermeable Material Site Coverage Plan should
include the following:
3’ x 25.92’ = 77.76 sf
Scale not less than 1/8” = 1’0”
24’-0”
22’ x 24’ = 528 sf
Indicate and dimension all impermeable material,
including all buildings, sidewalks, paved areas, decks,
PROPOSED
GARAGE / CARPORT pools, plastic planting area sheets and other construction
3’x8’=24 sf which stop rain water from directly entering the soil on a
22’-0” 2’-0” TO site
1’-9” PROPERTY
LINE Impermeable material site coverage statement
(maximum and proposed).
54.9’ REAR YARD
NOTE: Indicate size & type of material in gravel/rock areas
UP
3’ x 12’ = 36 sf 3’ x 12’ = 36 sf
Address _______________________________
3’ x 100.6’ = 301.8 sf
PROPOSED / EXISTING
DWELLING
Impermeable Material Site Coverage
PROPERTY LINE
42.0’ BUILDING DEPTH
24’10” x 42’ = 1042.85 sf Permitted - _______________ __________%
PROPERTY LINE NN122’-0”
Proposed - Principle Building __________
3’-8”
Accessory Building/s __________
Decks __________
1.75’ x 4.92’ = 8.61 sf ->
Sidewalks __________
Other areas __________
Total proposed __________ ______%
24.4’ FRONT YARD
2.44’ x 3’ = 73.2 sf
4’-1” 24’-10” 4’-1”
**** ALL IMPERMEABLE AREAS TO BE LABELED
PROPERTY LINE 33’-0”
AND DIMENSIONED ****
STREET ADDRESS
Impermeable Material Site Coverage Plan
Floor Plans should include the following:
Scale not less than 1/4”=1’0” (1:50)
Indicate all outside floor dimensions
Indicate all room uses/dimensions, including finished/unfinished areas
Indicate stair details (rise/run, width, handrails, headroom etc)
Indicate all door, window and skylight locations and dimensions
Indicate construction of wall assemblies and fire separations
Highlight shear walls and cross reference with specific details
Indicate plumbing fixtures
Indicate the locations of all smoke alarms on all floors
Indicate direction, location and size of all joists, beams, lintels, girders,
girder supports and trusses
For floors that have sloped ceiling, see notes under cross section
Indicate location and dimensions of any chimneys including vents, bay windows, air
conditioning units and/or condensing units
Clearly indicate proposed work if adding to the building (highlight)
Hard wired smoke alarms to be provided ( X )
Floor space ratio statements (maximum and above grade statements)
24’-10”
8’-6” 3’-11” 6’-9” 5’-8” 12’-5” MAX.
(1/2 OF BUILDING WIDTH
TO MAXIMUM OF 15’-0”)
5’-0”
UP 6R
2868
3’-8” 2’-0”
2010
6030
2x10 @ 16” O.C.
BATHROOM
2668
RECREATION ROOM
5’-0”
3’-8”
6’-4”
HWT F 15’-4” x 15’-7”
X
3’-11”
2868
8’-0” MAX.
6’-0”
LAUNDRY ROOM
2010
D W BAR SINK
17”
(no cabinets over)
3’-7”
UP 14R CRAWL SPACE
ACCESS(size)
42’-0”
42’-0”
TYPICAL CRAWL SPACE -
2 x 10 @ 16 0.C. MAXIMUM 3’-11” VENTED.
CONCRETE SKIM COAT
CRAWL SPACE ON POLY VAPOUR
3’-2” BARRIER ON COMPACT
FILL.
17’-4”
25’-8”
EXTERIOR FRAME WALLS
ARE SHOWN ON
FOUNDATION PLAN FOR
.
CLARITY ONLY ALL
8’-0”
FOUNDATION WALLS
RETAINING MORE THAN
3.94’ OF GRADE TO
EXTEND TO THE
UNDERSIDE OF THE MAIN
FLOOR JOISTS.
5’-0”
2 x 10 @ 16” O.C.
8’-2” 16’-8”
24’-10”
BASEMENT / CELLAR / FOUNDATION PLAN
1/4” = 1’0”
24’-10”
12’-4” 12’-6”
3040 6040
ENSUITE BATHROOM
11’-4” x 9’-1” MASTER BEDROOM
10’-0” x 15’-6”
16’-7”
16’-8”
2068
APPROVED ENGINEERED TRUSSES
CLOSET
X
8’-2” x 7’-7”
2668
42’-0”
6’-8”
X
12’-10”
DN 14R
6040
13’-4”
3’-0”
BEDROOM
10’-0” x 11’-6”
2668
6’-2”
BATHROOM X
2040
2668
5’-8” x 7’-7”
2668
2040
X
APPROVED ENGINEERED TRUSSES
12’-6”
12’-0”
BEDROOM 8’-0”
15’-6” x 10’-0”
24’-10”
1’-9” 6’-10” 9’-8”
6040 1’-6”
1’-9”
4’0”
DN 5R 4050
8’-2” 16’-8”
1050 1050
24’-10” WINDOW SEAT
(MIN. 12” above floor)
3040 2 x 2868 3040
ROOF LINE OVER
PATIO SLIDER
5’-8”
EATING NOOK
SECOND FLOOR - Scale 1/4” = 1’0”
1’-9” INCLUDING VENTS
9’-0” x 8’-3”
FIREPLACE INSERT
APPROVED METAL
2 x 10 @ 16” O.C.
FAMILY ROOM
15’-0”
16’-8”
16’-3”
15’-5” x 15’-5”
X
KITCHEN
3030
6’-0”
9’-0” x 8’-3”
Floor Space Ratio Statement 3’-0”
3 -2x10 BEAMS
1040
2668
UP 14R
6’-8”
@ 7.7
Floor area permitted _________ FSR _____ % 9”
3’-0”
DN 14R
12’-6”
12’-0”
Floor area above grade _______ FSR _____ % @ 7.7 DINING ROOM
12’-2” x 10’-5”
3’-0” 2’-4”
BATHROOM
42’-0”
2668
2040
2 x 10 @ 16” O.C.
Floor area proposed:
1040
Basement/cellar _________ 3’-4”
2’-4”
3’-9”
First storey _________
FIREPLACE INSERT
APPROVED METAL
Second Storey _________ TRIPLE JOIST OVER
8’-11”
LIVING ROOM
2 x 10 @ 16” O.C.
6’-7”
6’-4”
X
4’-11”
15’-5” x 13’-2”
Half storey _________
13’-3”
3 -2x10 BEAMS
Total proposed _________ FSR _____ % (2 x 10 @ 16” O.C.
Above grade proposed _______ FSR _____ % 1040 2 x 2868 1040
3’-0”
4’-7”
4’-4”
FLOOR JOISTS NOT CONTINUOUS
Deck area permitted ___________ _____ % WINDOW SEAT
1’-9”
UP 3R 1050 (min. 12” above floor) 1050
Deck area proposed ___________ _____ % 3’-4”
5050
10’-0” 3’-4”
Covered Porch proposed _______ 8’-2” 16’-8” 1’-9”
24’-10”
FIRST FLOOR - Scale 1/4” = 1’0”
Elevations should include the following:
G Scale not less than 1/4" = 1' 0" (1:50)
G New buildings - all four elevations(front, rear and two sides)
G Additions and exterior alterations - sufficient number of elevations to adequately represent the proposal
G Clearly indicate area being added (if adding to an existing building)
G Exterior cladding - finish details and material of exterior
G Floor levels elevations indicated as well as height above and below finished grade (basement/cellar heights)
including below grade patio and window wells
G Elevation at the top of wall under the eaves is required to calculate exposed building face
G Proposed building envelope-primary and secondary (measured from the lowest of the four corner elevations
of the proposed building)
G Dimensions of any exterior guards and guard details
G Indicate location of bay windows, window wells, chimneys including height to roof ratio
G Existing and proposed grade elevation numbers
G Eave overhang dimensions including gutters
G Indicate location and sizes of all windows, doors and skylights including safety glass where required
G Elevation of proposed top of concrete around the perimeter of the building (min. 6" above grade)
G Roof pitch and roofing material
Construction Detail/Cross Sections should include the following:
G Scale not less that 1/4" = 1' 0" (1:50)
G Stair dimensions (width, rise, run, number of risers) height of guards, handrails and guardrails)
G Ceiling height of crawl spaces and all habitable floors (floor to ceiling)
G Height of all half storeys or dormers where floor area has a minimum ceiling height of 4 feet (1.2m)
G Details of vaulted areas and adjacent attic spaces
G Wall, floor, roof and/or ceiling assemblies
G Indicate fire and/or sound separations between principle dwelling unit & secondary or family suite. For two
family dwellings, indicate assemblies and numbers of VBBL code references,(All code references to be
cross referenced to location on the floor plans)
G Fire & sound ratings between dwelling unit and garage should be indicated
G Bay window, window seat and window well details
G Crawl space details, showing ventilation requirements and access including size of access door
G Insulation, vapour barriers, damp proofing and waterproofing details
G Lintel, beam, joist and stud sizes including spacing and lumber grade
G Prefabricated roof trusses/ Laminated wood or steel beams (2 sets -signed and sealed ) Certified by a
Professional Engineer registered in British Columbia
G Details of prefabricated fireplaces/chimneys (CSA approved)
G Details of factory built homes in accordance with CSA Standard CAN/CSA-A277 including CSA label
G For attached carports/garages - detail of fire/smoke/gas barrier, door closures & weather stripping.
G Shear wall details (with plywood or OSB as part of the assembly) continuous from the foundation to roof top
including hold-down details and nailing patterns
G Details of pony walls that need reinforcement to withstand lateral movement
G Sheathing and strapping details If concrete roof tiles are being used
G Shear walls should be cross referenced on the floor plan (indicated by highlighting which walls are shear
walls)
G Seismic note signed and sealed by a Professional Engineer
NOTE: More than one cross section may be required, particularly if the lot is sloped. (i.e slab on grade at
one end of the proposed building and raised slab at the other) The area under the raised slab may be
included in the floor area calculations if the distance from finished grade to the underside of the slab is
four (4) feet or more.
129.48 ROOF PEAK
2
1
123.18 CRITICAL
6040 3040
114.48 UPPER FLOOR
3040 3040
2 x 2868
4050
1050 1050
105.50 MAIN
103.00 T.O.C.
6030
E/F ELEV. E/F ELEV.
102.0 102.0
96.5 CELLAR SLAB
96.0 PATIO ELEV.
NORTH ELEVATION
SCALE: 1/4” = 1’-0”
129.48 ROOF PEAK
24”
2 CHIMNEY TERMINATIONS TO 24”
1 9.8’ HIGHER THAN ANY POINT OF ROOF
WITHIN 9.8‘ HORIZONTAL RADIUS
CEDAR SHAKES OR SHINGLES
123.18 CRITICAL
CONTINUOUS GUTTERS C/W R.W.L.
TO SEPERATE PERIMETER DRAINS
WITH CONT. VENTED SOFFITS
6040 DOUBLE-GLAZED WINDOW UNITS
2040 WITH TRIM BOARDS AS REQUIRED
114.48 UPPER FLOOR
CONTINUOUSLY VENTED AND
SCREENED SOFFIT
1050 5050 1050
2020 2020 DOUBLE-GLAZED WINDOW UNITS
WITH TRIM BOARDS AS REQUIRED
1040 1040
105.50 MAIN
T.O.C. 104.60 T.O.C. 104.60
E/F ELEV.
103.8
E/F ELEV. E/F ELEV.
100.58 CRAWL SPACE 103.93 103.93
SOUTH ELEVATION
SCALE: 1/4” = 1’-0”
Elevation Plans
129.48 ROOF PEAK
CHIMNEY TERMINATIONS TO 610 MM
HIGHER THAN ANY POINT OF ROOF
2 WITHIN 3M HORIZONTAL RADIUS
1
CEDAR SHAKES OR SHINGLES
123.18 CRITICAL
CONTINUOUS GUTTERS C/W R.W.L.
TO SEPARATE PERIMETER DRAINS
WITH CONT. VENTED SOFFITS
6040 DOUBLE-GLAZED WINDOW UNITS
WITH TRIM BOARDS AS REQUIRED
114.48 UPPER FLOOR
CONTINUOUSLY VENTED AND
SCREENED SOFFIT
3030 DOUBLE-GLAZED WINDOW UNITS
1040 1040 WITH TRIM BOARDS AS REQUIRED
105.50 MAIN
T.O.C. 104.6
T.O.C. 103.8
T.O.C. 103.0
E/F ELEV.
103.93 E/F ELEV.
CRAWL SPACE 103.13 E/F ELEV.
105.50
102.33 E/F ELEV.
102.0
EAST ELEVATION
96.5 CELLAR SLAB
SCALE: 1/4” = 1’-0”
CELLAR SLAB 96.5
PATIO ELEVATION 96.0
ENERGY UTILIZATION CALCULATIONS SPATIAL SEPARATION CALCULATIONS
Maximum glazing permitted 15% ______sq.ft Limiting Distance _______
(or upgrade)
Exposed wall area _______
Glazing proposed Permitted unprotected openings ______ sq.ft
East elevation ___________sq.ft Proposed unprotected openings ______ sq.ft
West elevation ___________sq.ft
North elevation ___________sq.ft
South elevation ___________sq.ft
Total Proposed ___________sq.ft ______%
129.48 ROOF PEAK
2
1
123.18 CRITICAL
2040
114.48 UPPER FLOOR
2030
42”
105.50 MAIN E/F ELEV.
2010 2010 T.O.C. 104.6 103.93
CRAWL SPACE 100.58
E/F ELEV.
102.0 E/F ELEV.
103.8
CELLAR SLAB 96.5
96.0 PATIO ELEVATION
WEST ELEVATION
SCALE: 1/4 = 1’-0”
Elevation Plans
CEDAR ROOF ASSEMBLY
CEDAR SHAKES OR SHINGLES
1x4 ROOF STRAPPING
1/2” SHEATHING
APPROVED TRUSSES AT 24” O.C.
(SEE MANUF. SPECS.) OR ON
2x8 RAFTERS AT 16” O.C.
129.48 2x8 CEILING JOISTS AT 16” O.C.
(PONY WALLS AS REQ’D IN ATTIC)
R-28 (IF RAFTERED), R-40 FOR ATTIC,
2 MIN. BATT INSULATION
1 6 mil VAPOUR BARRIER
1/2” GYPSUM WALLBOARD
TYPICAL GUTTER
CONTINUOUS GUTTER
123.18 C/W RAIN WATER
LEADERS TO SEPARATE
PERM. DRAIN ON 2x8
1’-9” FASCIA BOARD WITH
Maximum EAVE PROTECTION TO
8’-0” CLEAR
MIN. 12” PAST INSIDE
To outside
FACE OF STUD LINE
of gutter or
any projection
TYPICAL INTERIOR PARTITION
(i.e.direct vent)
1/2” GYPSUM WALLBOARD
2x4 STUDS AT 16” O.C.
(AT 12”O.C. IF IN BASEMENT)
114.48 UPPER 1/2” GYPSUM WALLBOARD
TYPICAL EXTERIOR WALL
FINISH MATERIAL/DETAILS
INDICATE BUILDING PAPER (2 LAYERS)
8’-0” CLEAR
1/2” WALL SHEATHING
2x4 STUDS AT 16”O.C.
R-14 MIN. BATT INSULATION (high density)
6 MIL VAPOUR BARRIER
1/2” GYPSUM WALLBOARD
INDICATE SIZE & LOCATION OF ANCHOR BOLTS
105.50 MAIN BOTTOM PLATE ON DAMPROOFING
TYPICAL FLOOR STRUCTURE
FINISH FLOOR ON 5/8” PLYWOOD SUB-FLOOR
3’-11”
2x10 JOISTS AT 16” O.C.
8’-0” CLEAR
WALLBOARD
TYPICAL FOUNDATION
8” CONCRETE FOUNDATION WALL
SEE DAMP-PROOFER BELOW GRADE
DETAIL PROJECTING 6” ABOVE GRADE
BELOW 8’x16” CONTINUOUS SPREAD FOOTING ON
TYPICAL CRAWL SPACE SLAB
SOLID BEARING MINIMUM 18” BELOW GRADE
2” CONCRETE SLAB ON GRADE ON
COMPACT FILL OR SAND TO SOLID TYPICAL SLAB ON GRADE
BEARING FINISH FLOOR ON CONCRETE SLAB ON GRADE
POLY VAPOUR BARRIER ON COMPACT FILL OR
BUILDING SECTION SAND SOLID BEARING
SCALE: 1/4” = 1’-0”
SHEAR WALL DETAILS
HOLD DOWN DETAILS
/ NAILING PATTERNS
42” Guard
required IF THE MINIMUM DIMENSION “A” CANNOT BE MET,
THEN THE MINIMUM DIMENSION “B” MUST BE MET.
Recreation Room
Grade Elevation IF THE MINIMUM DIMENSION “A” IS MET, THEN
100.58’ MINIMUM DIMENSION “B” IS NOT REQUIRED.
R-10 / R-12*
8’0”
* R-10 IS REQUIRED IF THE BUILDING IS HEATED
USING NATURAL GAS. R-12 IS REQUIRED IF
Window well THE BUILDING IS HEATED OTHERWISE.
Elevation 98.24’ A = 2’-0” MINIMUM
Floor Elevation 96.05’
R-12 (UNDER ENTIRE SLAB
IF RADIANT HEATING) PERIMETER DRAIN
DOUBLE CONT. PERM. DRAINS
/ R-10 / R-12 * JOINTS COVERED WITH POROUS
BACKFILL SURROUND ON SOLID BEARING
See Detail “C”
B = 2’-0” MINIMUM
Detail “C” - Required
Detail “A” Insulation at Basement/Cellar
Typical Window well detail
Drill 1” dia. Holes @ 2” o.c.
Through x-perlin plywood
sheathing & plate for unobstructed
air flow from roof space
Second Storey
5” x 5” Galv. Metal
Recess enpoco hood w/screen
/ 42” guard rails UDD 5 Deck drain
4’ x 4” posts
2” x 2” pickets spaced @ 4” o.c
2” x3” Blocking
18” MIN.
Constructed to prevent climbing 1.5” Concrete Vent Cavity
Topping R-12
X
12” MIN.
Cant Strip
< 2% Slope >
/\
>
>
R-14 INSULATION Cut recess in
<
X
X
X
X
X
X
sheathing > X >
X
2” Vent strip
First Storey
/ /
Max. 21”
Approved waterproofing membrane on
5/8” T & G Plywood on 2 x 4 cross perlin @ 16” o.c.
(Engineer Certification required)
Detail “B” 2% slope to gutter on 2 x 10 floor joists @ 16” o.c.
Typical Bay Window Detail “D” - Typical deck R28 insulation & 6 mil UV vapour barrier
Vent through soffit
over living area detail
12
4
CEDAR SHAKES
STUCCO
6030
T.O.C. 101.93’
100.0’ 100.72’
WEST ELEVATION
SCALE: 1/4” = 1’-0”
12
4
STUCCO
T.O.C. 101.93’
101.26’
100.0’
EAST ELEVATION
SCALE: 1/4” = 1’-0”
113.52 PEAK HEIGHT
12
4
110.57 MEAN HEIGHT
108.5 TOP OF TOP PLATE HEIGHT
STUCCO
9070 9070
DOOR DOOR
T.O.C. 101.93’
100.5 SLAB
100.0 100.0
NORTH ELEVATION
SCALE: 1/4” = 1’-0”
12
4
CEDAR SHAKES
6030
3068 STUCCO
DOOR T.O.C. 101.93’
101.26’
100.72’
SOUTH ELEVATION
SCALE: 1/4” = 1’-0”
GARAGE ELEVATION PLANS
22’-0”
15” 9’-0” 18” 9’-0” 15”
9070 GARAGE DOOR 9070 GARAGE DOOR
NOTE: CLEAR HEIGHT IN GARAGE IS 8’-0”
8’-8”
APPROVED TRUSSES LAYOUT ABOVE
8” FOUNDATION
6030
WALL BELOW (TYP.)
SLOPE
24’-0”
ROOF LINE
ABOVE
DOUBLE GARAGE: 22’-0” x 24’-0”
GARAGE gSLAB ELEVATION: 100.5’
SLAB AREA: 528 SQ. FT.
3068 6030
8’-0”
12”
GARAGE FLOOR PLAN
SCALE: 1/4” = 1’-0”
SHAKE ROOF ASSEMBLY
CEDAR SHAKES
1x4 ROOF STRAPPING
APPROVED ROOF TRUSSES AT 24” O.C.
SEE SHOP DRAWINGS FOR DETAILS
TYPICAL GUTTER
CONTINUOUS GUTTER C/W
12 RAIN WATER LEADERS TO
4 SEPARATE PERIMETER DRAIN
EAVE PROTECTION TO MIN.
.30 (12”) PAST INSIDE FACE
OF STUD LINE
TYPICAL EXTERIOR WALL
STUCCO AND WIRE MESH
ON BUILDING PAPER
21” 1/2” WALL SHEATHING
MAX. 2x4 STUDS AT 16” O.C.
8’-0”
INCLUDING
GUTTERS TYPICAL FOUNDATION
8” CONCRETE FOUNDATION WALL
DAMP-PROOFED BELOW GRADE
8” MIN.
PROJECTING 8” ABOVE GRADE
6” CONCRETE SLAB 8” x 20” CONTINUOUS SPREAD
SLAB
FOOTING ON SOLID BEARING
ELEVATION 100.5
MINIMUM 18” BELOW GRADE
MIN.
18”
PERIMETER DRAIN
GRANULAR FILL CONTINUOUS PERMIMETER DRAINS
JOINTS COVERED WITH
POROUS BACKFILL SURROUND
BUILDING CROSS-SECTION ON SOLID BEARING
SCALE: 1/4” = 1’-0” TYPICAL SLAB
6” SLAB ON GRADE
SLOPED TO DRAIN ON
COMPACT FILL OR SAND
TO SOLID BEARING
Frequently called phone numbers
Development Services - Enquiry Centre
Zoning & Development Bylaw Information 604-873-7611 or 604-873-7613
Vancouver Building Bylaw information 604-873-7611 or 604-873-7613
Landscape Technicians 604-871-6531 or 604-871-6533
Dedicated Appointment Line for one
and two family dwellings 604-871-6526
Property Information
Building plans 604-873-7997
Approved use of residential building 604-871-6397
Bylaw Administration
Building Permit extensions 604-873-7054 or 604-873-7760
Refund requests 604-873-7541
File research 604-873-7111 or 604-873-7541
Inspections
Inspection Services 604-873-7601 or 604-873-7602
24 Hour Line - Building 604-873-7058
24 Hour Line - Electrical 604-873-7059
24 Hour Line - Plumbing/Gas 604-873-7061
Engineering Department
Client Service Centre - Engineering 604-873-7323/604-873-7773/604-873-7277
Sewer and Water Information 604-873-7357
Building Grades Information 604-873-7316
Subdivision 604-873-7721
Homeowner Protection Office 604-646-7055
(#2270 - 1055 W Georgia)
Board Of Variance Call to set up an appointment
(#304 - 456 West Broadway) 604-873-7723
Terasen - Before You Dig 1-800-474-6886
BC Gas - Location of Gas lines 1-888-224-2710
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