DRAWING NUMBER
DATE
DRAWING TITLE
PROJECT
DISCRIPTIONREVISION
THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF IHSDESIGN AND MAY
NOT BE REPRODUCED OR USED WITHOUT
EXPRESSED WRITTEN PERMISSION FROM THE SAME.
SITE PLAN
CARRIAGE HOUSE DEVELOPMENT
1373 TANEMURA CRESCENT
KELOWNA, BC V1P 1R5
LOT 1 PLAN KAP86150
APRIL 26, 2017
DATE
1
4of
IHS DESIGN1392 MINE HILL DRIVE
KELOWNA, BC V1P 1S5www.ihsdesign.com
(250) 212-7938
PROJECT NORTH
24'-7
1/4
"[7
.500
m]
55'-1 1/2"[16.802m]
14'-5 1/8"[4.398m]
29'-1
1/2
"[8
.878
m]
46'-5
3/8"
[14.15
8m]
10.701m
a = 38.258mr = 112.500m
46.5
42m
26.226m
61.6
52m
EXISTING DWELLING
TANEMURA CRESCENT
16'-3 1/4"
[4.960m]
20'-0
3/8"
[6.10
5m]
GRAVEL DRIVEWAY
GRAVEL DRIVEWAY
EXISTING 1.2m RETAINING
RU1-C ZONE STANDARDS PROPOSED
SITE AREA 550.00m2 1970.00m2
EXISTING BUILDING FOOTPRINT AT GRADE 228.71m2
EXISTING BUILDING TOTAL FINISHED FLOOR AREA 199.23m2
PROPOSED CARRIAGE HOUSE FOOTPRINT 89.86m2
PROPOSED CARRIAGE HOUSE FINISHED FLOOR AREA 89.86m2
PROPOSED CARRIAGE COVERED PATIO 11.90m2
PROPOSED DRIVEWAY AREA (CONCRETE) 0.00m2
ACCESSORY BUILDING SITE COVERAGE 14% 5.2%
SUITE AREA TO MAIN DWELLING AREA 75% 45.1%
SITE COVERAGE 40.0% 16.8%
SITE COVERAGE INCLUDING HARD SURFACES 50.0% 16.8%
BUILDING HEIGHT OF EXISTING HOUSE 9.5m/2 1/2 STOREYS 6.870m/1
1/2 STOREYS
BUILDING HEIGHT OF PROPOSED CARRIAGE HOUSE 4.8m/1 1/2 STOREYS
4.693m/1 STOREY
PEAK OF CARRIAGE HOUSE ROOF 4.693m
PEAK OF EXISTING DWELLING ROOF 7.921m
PARKING STALLS PROVIDED 3 4
PRIVATE OPEN SPACE CARRIAGE HOUSE 30.00m2 60.00m2
SETBACK TO PRINCIPLE BUILDING 3.000m 14.158m
REAR (SOUTH) YARD SETBACK 2.000m 8.878m
SIDE (EAST) YARD SETBACK 2.000m 16.802m
SIDE (WEST) YARD SETBACK 2.000m 4.398m
1 IN 200 YEAR FLOOD CONSTRUCTION LEVEL 343.660m 575.000m
ZONING ANALYSIS
PROJECT DATA: CIVIC ADDRESS 1373 TANEMURA CRESCENTKELOWNA, BC
V1P 1R5
LEGAL ADDRESS LOT 1 PLAN KAP86150CURRENT ZONING RU-1 - LARGE LOT
HOUSINGPROPOSED ZONING RU1C – LARGE LOT HOUSING WITH CARRIAGE
HOUSE
FUTURE LAND USE S2RES - SINGLE/TWO FAMILY RESIDENTIAL
PROJECT LOCATION
TOP OF GARAGE SLAB
0'-0" [0.000m]
TOP OF WALLS GARAGE BAY 2
10'-0 3/4" [3.067m]
PEAK OF ROOF
15'-4 3/4" [4.693m]
TOP OF BASEMENT SLAB
-10'-4" [-3.150m]
10'-0
3/4
"9'
-0"
4'-0"
4'-0"
2'-0"
SECTIONScale: 1/4" = 1'-0"A
DRAWING NUMBER
DATE
DRAWING TITLE
PROJECT
DISCRIPTIONREVISION
THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF IHSDESIGN AND MAY
NOT BE REPRODUCED OR USED WITHOUT
EXPRESSED WRITTEN PERMISSION FROM THE SAME.
SECTION
CARRIAGE HOUSE DEVELOPMENT
1373 TANEMURA CRESCENT
KELOWNA, BC V1P 1R5
LOT 1 PLAN KAP86150
APRIL 26, 2017
DATE
4
4of
IHS DESIGN1392 MINE HILL DRIVE
KELOWNA, BC V1P 1S5www.ihsdesign.com
(250) 212-7938
PROJECT NORTH
- LAMINATE SHINGLES- BITUMEN SATURATED ROOFING PAPER- 7/16"
SHEATHING W/ H-CLIPS- ENGINEERED ROOF TRUSSES @ 24" O.C.- LOOSE
FILL INSULATION- 6 MIL POLY VAPOUR & AIR BARRIER- 1/2" CEILING
BOARD (TEXTURED)
1 ROOF SYSTEM
- HARDIPLANK LAP SIDING/BOARD & BATTEN- BUILDING PAPER- 3/8"
SHEATHING- 2X6 STUD WALL - STUDS @ 16" O.C.- BATT TYPE INSULATION-
6 MIL POLY VAPOUR & AIR BARRIER- 1/2" DRYWALL (PAINTED)
2 EXTERIOR WALL
- 1/2" DRYWALL (PAINTED)- 2X4 STUD WALL - STUDS @ 16" O.C.- 1/2"
DRYWALL (PAINTED)
- WALLS RUNNING PERPENDICULAR TO FLOOR JOIST LAYOUT ARE TO HAVE
A STUD SPACING OF 19.2" O.C. WITH STUDS DIRECTLY ABOVE JOIST
3 INTERIOR LOADBEARING WALL
- 1/2" DRYWALL (PAINTED)- 2X4 STUD WALL - STUDS @ 16" O.C.- 1/2"
DRYWALL (PAINTED)
4 INTERIOR NON-LOADBEARING WALL
- INTERIOR FLOOR COVERINGS- 3/4" T & G PLYWOOD SUBFLOOR- 11
7/8" TJI SILENT FLOOR (SEE APPROVED LAYOUT FOR JOIST SPACING AND
PLACEMENT)- 1/2" DRYWALL (TEXTURED) IN FINISHED AREAS ONLY- REFER
TO APPROVED FLOOR LAYOUT DIAGRAM
5 FLOOR SYSTEM
- 4" CONCRETE SLAB (20 MPA MIN)- 10M BARS @ 16" E.W. IN TILED
FLOOR AREAS- 6 MIL POLY LAPPED NOT LESS THAN 12" & ALL JOINTS
SEALED TO PREVENT AIR LEAKAGE- RIGID INSULATION- MINIMUM 4" CLEAN
GRANULAR MATERIAL
- PROVIDE ROUGH-IN FOR FUTURE SUBFLOOR DEPRESSURIZATION SYSTEM
TO CONTROL SOIL GAS AS PER BCBC 9.13.4.3
7 BASEMENT CONCRETE SLAB
- 4" CONCRETE SLAB (32 MPA MIN)- MIN. 2% SLOPE TO FRONT OF
GARAGE- 5% MIN AIR ENTRAINMENT- 10M BARS @ 18" E.W.- 6" MIN WELL
COMPACTED GRANULAR FILL- UNEXCAVED EARTH
8 GARAGE CONCRETE SLAB
6 CONCRETE FOUNDATION - 8" CONCRETE FROST WALL - MIN. 20 MPa 28
DAY CONCRETE STRENGTH- 10M BAR (HORIZ.) @ 18" O.C.- 10M BAR (VERT.)
@ 48" O.C. ALTERNATING- 24" X 24" 15M CORNER BARS @ ALL CORNERS- 1
1/2" CLEAR TO REBAR FROM INSIDE OF WALL- 1/2" A307 ANCHOR BOLTS
REQ'D @ 4'-0" O.C.- RIGID INSULATION
- 8" X 16" CONTINUOUS CONCRETE FOOTING- 2 ROWS 15M BAR
CONTINUOUS- 2" CLEAR TO REBAR FROM BOTTOM OF FOOTING
- UNEXCAVATED EARTH- PROVIDE MINIMUM 24" FROST PROTECTION
TABLE OF ASSEMBLIES NO HRV INSTALLED (BCBC ZONE 5)
ELEMENT DETAILS TABLE EFFECTIVE RSI
W1-EXTERIOR FRAMED WALL REQUIRED RSI = 3.08
Continuous Materials Air film exterior CM-1 0.03
Continuous Materials OSB sheathing, 9.5mm (3/8") at 0.0098
RSI/mm CM-1 0.09
Frame-Cavity Stud dimensional lumber - 38 mm x 140 mm (2"x6")
with RSI=1.19 m2K/W WA-2
610 mm (24") on-centre
RSI 4.23 (R24) nominal cavity fill between studs 2.80
Continuous Materials Polyethylene vapour retarder 0.00
Continuous Materials Gypsum board, 12.7 mm (1/2") at 0.0063
RSI/mm CM-1 0.08
Continuous Materials Air film interior, wall (heat flow
horizontal) CM-1 0.12
Total 3.12
W2-FOUNDATION WALL REQUIRED RSI = 2.98
Continuous Materials Concrete Foundation Wall 200 mm (8") at
0.0004 RSI/mm CM-1 0.08
Continuous Materials 1" Airspace CM-1 0.18
Frame-Cavity Stud dimensional lumber: 38 mm x 140 mm (2"x6")
spruce with RSI=1.19 m2K/W, WB-1
406 mm (16") on-centre
RSI 3.52 (R20) nominal cavity fill between studs 2.68
Continuous Materials Gypsum board, 12.7 mm at 0.0063 RSI/mm CM-1
0.08
Continuous Materials Air film interior, wall (heat flow
horizontal) CM-1 0.12
Total 3.14
W4-INTERIOR GARAGE WALL REQUIRED RSI = 3.08
Continuous Materials Air film exterior CM-1 0.03
Continuous Materials Gypsum board, 12.7 mm at 0.0063 RSI/mm CM-1
0.08
Frame-Cavity Stud dimensional lumber - 38 mm x 140 mm (2"x6")
with RSI=1.19 m2K/W WA-2
610 mm (24") on-centre
RSI 4.23 (R24) nominal cavity fill between studs 2.80
Continuous Materials Polyethylene vapour retarder 0.00
Continuous Materials Gypsum board, 12.7 mm at 0.0063 RSI/mm CM-1
0.08
Continuous Materials Air film interior, wall (heat flow
horizontal) CM-1 0.12
Total 3.11
C1 - CEILINGS BELOW ATTICS REQUIRED RSI = 8.67
Continuous Materials Roof sheathing 0.00
Continuous Materials Vented roof air space CM-1 0.03
Continuous Materials Glass fibre loose fill insulation for
attics - 112 mm to 565 mm (CAN/ULC S702), 358 mm (14") at 0.01875
RSI/mm CM-1 6.71
Frame-Cavity Roof truss bottom chord dimensional lumber: 38 mm x
89 mm (2"x4") SPF R1-1
610 mm (24") on-centre
R12 nominal cavity fill between bottom chords 1.88
Continuous Materials Polyethylene vapour retarder 0.00
Continuous Materials Gypsum board, 12.7 mm at 0.0063 RSI/mm CM-1
0.08
Continuous Materials Air film interior, ceiling (heat flow up)
CM-1 0.11
Total 8.68
Notes:
1. Roof sheathing: is to the exterior of the vented roof air
space therefore excluded from calculation
C2 - VAULTED CEILING REQUIRED RSI = 4.67
Continuous Materials Roof sheathing 0.00
Continuous Materials Vented roof air space CM-1 0.03
Frame-Cavity Roof truss bottom chord dimensional lumber - 38 mm
x 140 mm (2"x6") with RSI=1.19 m2K/W R1-2
610 mm (24") on-centre
RSI 4.93 (R28) nominal cavity fill between bottom chords
3.66
Continuous Materials Extruded polystyrene (XPS), 25 mm (1") at
0.035 RSI/mm CM-1 0.87
Continuous Materials Polyethylene vapour retarder 0.00
Continuous Materials Gypsum board, 12.7 mm at 0.0063 RSI/mm CM-1
0.08
Continuous Materials Air film interior, ceiling (heat flow up)
CM-1 0.11
Total 4.75
Notes:
1. Roof sheathing: is to the exterior of the vented roof air
space therefore excluded from calculation
F1 - FLOOR OVER UNHEATED SPACES REQUIRED RSI = 4.67
Continuous Materials Air film interior, floor (heat flow down)
CM-1 0.16
Continuous Materials Plywood (generic softwood), 19 mm at 0.0087
RSI/mm CM-1 0.17
Continuous Materials Polyethylene vapour retarder 0.00
Frame-Cavity Engineered wood I joists and trusses - 241 mm
(9.5") depth with RSI>2.04 m2K/W through web FL-6
488 mm (19.2") on-centre
RSI 4.93 (R28) nominal cavity fill between floor joists 4.46
Continuous Materials Air film exterior CM-1 0.03
Total 4.82
S1 - BASEMENT SLAB ABOVE FROST REQUIRED RSI = 1.96
Continuous Materials Air film interior, floor (heat flow down)
CM-1 0.16
Continuous Materials 102 mm (4") concrete slab at 0.0004 RSI/mm
CM-1 0.04
Continuous Materials Extruded polystyrene (XPS), 50.8 mm (2") at
0.035 RSI/mm CM-1 1.78
Continuous Materials Polyethylene vapour retarder 0.00
Total 1.98
Notes:
1. Unheated slab
All vaules from the NRC Tables for Calculating Effective Thermal
Resistance of Opaque Assemblies
D1 - 1373 TANEMURA - SITE - 26APR2017D1 [Elevations/Site
Plan]Viewport-14
D2 - 1373 TANEMURA - ELEVATIONS - 26APR2017D2
[Elevations]Viewport-7Viewport-8Viewport-10Viewport-9
D3 - 1373 TANEMURA - FLOOR PLANS - 26APR2017D3
[Foundation/Basement]Viewport-11Viewport-13
D4 - 1373 TANEMURA - SECTION - 26APR2017D4 [Main Floor
Plan]Viewport-12
