kelownaapps.kelowna.ca/citypage/devapps/z18-0058 dp18-0111... · drawing number date drawing title...

DRAWING NUMBER

DATE

DRAWING TITLE

PROJECT

DISCRIPTIONREVISION

THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF IHS DESIGNAND MAY NOT BE REPRODUCED OR USED WITHOUT EXPRESSED

WRITTEN PERMISSION FROM THE SAME.

COVER PAGE

MULTIFAMILY DEVELOPMENT

615 FRANCIS AVENUE

KELOWNA, BC V1Y 5G4

LOT 15 PLAN KAP1141

APRIL 10, 2018

DATE

1

8of

IHS DESIGN1392 MINE HILL DRIVE

KELOWNA, BC V1P 1S5www.ihsdesign.com

(250) 212-7938

PROJECT NORTH

ISSUED FOR DEVELOPMENT PERMITA 4MAY2018

RM-3 - LOW DENSITY MULTIPLE HOUSING PERMITTED PROPOSED

SITE AREA 900.00m2 623.38m2

BUILDING FOOTPRINT AT GRADE 277.63m2

PROPOSED DRIVEWAY AREA 30.39m2

PROPOSED WALKWAY & PATIO AREA 97.37m2

SITE COVERAGE (PRIVATE OPEN SPACE BONUS) 50.0% 44.5%

SITE COVERAGE W/ DRIVEWAY (PERMEABLE SURFACES) 65.0% 65.0%

BUILDING HEIGHT 10.0m/3 STOREYS 9.843m/3 STOREYS

FLOOR AREAS

MAIN FLOOR FINISHED FLOOR AREA/UNIT 94.22m2

SECOND FLOOR FINISHED FLOOR AREA/UNIT 76.09m2

THIRD FLOOR FINISHED FLOOR AREA/UNIT 127.66m2

F.A.R. 0.75 0.75

FRONT (NORTH) YARD SETBACK 1.500m 1.500m

REAR (SOUTH) YARD SETBACK (FROM PUBLIC LANE) 3.000m 3.021m

SIDE (EAST) YARD SETBACK 4.000m 4.013m

SIDE (WEST) YARD SETBACK 4.000m 4.013m

PRIVATE OPEN SPACE

PRIVATE OPEN SPACE UNIT 1 25.00m2 56.99m2


PRIVATE OPEN SPACE UNIT 3 (THIRD FLOOR DECK) 25.00m2 28.08m2

OCP DEFINED URBAN CENTRE N/A

BUILDING DESIGNIHS DESIGN1392 MINE HILL DRIVEKELOWNA, BC V1P 1S5PH 250.212.7938

CONTACT: CHRIS [email protected]

LANDSCAPE ARCHITECTBENCH SITE DESIGN4-1562 WATER STREETKELOWNA, BC V1Y 1J7PH 250.860.6778

CONTACT: KEITH [email protected]

SURVEYRUNNALLS DENBY LAND SURVEYING259A LAWRENCE AVENUEKELOWNA, V1Y 6L2PH 250.763.7322

CONTACT: NEIL [email protected]

GEOTECHNICALINTERIOR TESTING SERVICES LTD1 – 1925 KIRSCHNER ROADKELOWNA, BC V1Y 4N7PH 250.860.6540

CONTACT: PETER [email protected]

STRUCTURALROV CONSULTING INC#101 2040 SPRINGFIELD RDKELOWNA, BC V1Y 9N7PH 250.860.0412

CONTACT: MAHDI [email protected]

URBAN PLANNING CONSULTANTURBAN OPTIONS PLANNING & PERMITS287 RIALTO DRIVEKELOWNA, BC V1V 1E9PH 250.575.6707

CONTACT: BIRTE [email protected]

PROJECT INFORMATION

LEGAL DISCRIPTION: LOT 15, PLAN KAP1141, D.L. 14, ODYDCIVIC ADDRESS: 615 FRANCIS AVENUE, KELOWNA, BC V1Y 5G4PID: 004-568-087

CURRENT ZONING: RU6 - TWO DWELLING HOUSINGPROPOSED ZONING: RM3 - LOW DENSITY MULTIPLE HOUSINGFUTURE LAND USE: MRL - MULTIPLE UNIT RESIDENTIAL (LOW DENSITY)OCP URBAN CENTER: NO

Z O N IN G IN F O R M A T IO N

OWNER INFORMATION

RIVERVIEW CONSTRUCTION LTD.PH 250.469.1957

CONTACT: JOHN [email protected]

DRAWING LIST

ARCHITECTURAL DRAWING INDEX

A1 PROJECT SHEETA2 BUILDING ELEVATIONSA3 BUILDING EXTERIOR MATERIALSA4 MAIN FLOOR PLANSA5 SECOND FLOOR PLANSA6 THIRD FLOOR PLANSA7 SECTIONA8 SITE PLAN

S I T E C O N T E X T

PROJECT LOCATION

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.

ELEVATIONS


615 FRANCIS AVENUE

KELOWNA, BC V1Y 5G4

LOT 15 PLAN KAP1141

APRIL 10, 2018

DATE

2

8of



(250) 212-7938

PROJECT NORTH


Camera-1-1

WEST ELEVATIONScale: 3/16" = 1'-0"1

TOP OF GARAGE ROOF

11'-0 3/4" [3.372m]

TOP OF MAIN FLOOR

0'-0" [0.000m]

TOP OF SECOND FLOOR

11'-1 3/8" [3.388m]

PEAK OF ROOF

31'-9 1/2" [9.690m]

TOP OF THIRD FLOOR

21'-2 3/4" [6.471m]

NORTH ELEVATIONScale: 3/16" = 1'-0"2

TOP OF MAIN FLOOR

0'-0" [0.000m]

TOP OF SECOND FLOOR

11'-1 3/8" [3.388m]

PEAK OF ROOF

31'-9 1/2" [9.690m]

TOP OF THIRD FLOOR

21'-2 3/4" [6.471m]

SOUTH ELEVATIONScale: 3/16" = 1'-0"3

TOP OF MAIN FLOOR

0'-0" [0.000m]

TOP OF SECOND FLOOR

11'-1 3/8" [3.388m]

PEAK OF ROOF

31'-9 1/2" [9.690m]

TOP OF THIRD FLOOR

21'-2 3/4" [6.471m]

2'-0"

EAST ELEVATIONScale: 3/16" = 1'-0"4

TOP OF MAIN FLOOR

0'-0" [0.000m]

TOP OF SECOND FLOOR

11'-1 3/8" [3.388m]

PEAK OF ROOF

31'-9 1/2" [9.690m]

TOP OF THIRD FLOOR

21'-2 3/4" [6.471m]

TOP OF GARAGE ROOF

11'-0 3/4" [3.372m]

DRAWING NUMBER

DATE

DRAWING TITLE

PROJECT

DISCRIPTIONREVISION



EXTERIOR MATERIALS


615 FRANCIS AVENUE

KELOWNA, BC V1Y 5G4

LOT 15 PLAN KAP1141

APRIL 10, 2018

DATE

3

8of



(250) 212-7938

PROJECT NORTH


ACRYLIC STUCCOBENJAMIN MOORE AF-685 THUNDER

STAINED FIRTEXAS HONEY BROWN

BRICKMUTUAL MATERIALS FOREST BLEND

SMART TRIM FASCIABENJAMIN MOORE CC-548 ASPHALT

SMART TRIM BENJAMIN MOORE 2135-10 BLACKTOP

WEST ELEVATIONScale: 3/16" = 1'-0"1

TOP OF GARAGE ROOF

11'-0 3/4" [3.372m]

TOP OF MAIN FLOOR

0'-0" [0.000m]

TOP OF SECOND FLOOR

11'-1 3/8" [3.388m]

PEAK OF ROOF

31'-9 1/2" [9.690m]

TOP OF THIRD FLOOR

21'-2 3/4" [6.471m]

DRAWING NUMBER

DATE

DRAWING TITLE

PROJECT

DISCRIPTIONREVISION



MAIN FLOOR PLAN


615 FRANCIS AVENUE

KELOWNA, BC V1Y 5G4

LOT 15 PLAN KAP1141

APRIL 10, 2018

DATE

4

8of



(250) 212-7938

PROJECT NORTH


UP 18R

FFA = 1030 SQ.FT.MAIN FLOOR PLANScale: 1/4" = 1'-0"1

DEN10' CEILING

12'0" x 11'10"

ENTRY10' CEILING

GREAT ROOM10' CEILING16'0" x 13'4"

DINING10' CEILING15'4" x 9'10"

KITCHEN10' CEILING12'6" x 11'4"

MUDROOM10' CEILING

POWDER10' CEILING

DEN10' CEILING

12'0" x 11'10"

ENTRY10' CEILING

GREAT ROOM10' CEILING16'0" x 13'4"


KITCHEN10' CEILING12'6" x 11'4"

MUDROOM10' CEILING

UNIT 1

UNIT 2

PATIOUNCOVERED21'9" x 10'0"

PATIOUNCOVERED21'9" x 10'0"

UP 17R

GARAGE BAY 110' CEILING20'0" x 10'4"



86'-1" 21'-0"

86'-1" 21'-0"

32'-8

"

33'-0

"

ELEVATOR

DRAWING NUMBER

DATE

DRAWING TITLE

PROJECT

DISCRIPTIONREVISION



SECOND FLOOR PLAN


615 FRANCIS AVENUE

KELOWNA, BC V1Y 5G4

LOT 15 PLAN KAP1141

APRIL 10, 2018

DATE

5

8of



(250) 212-7938

PROJECT NORTH


UP 17R

86'-1" 21'-0"

86'-1" 21'-0"

32'-8

"

33'-0

"

FLEX9' CEILING

11'0" x 13'4"

ENSUITE9' CEILING

UNIT 1

DNWIC

9' CEILING

BATH9' CEILING

LAUNDRY9' CEILING

BEDROOM 29' CEILING9'6" x 10'1"

UNIT 2

MASTER BEDROOM9' CEILING

13'0" x 13'4"

WIC9' CEILING


13'0" x 13'4"

ENSUITE9' CEILING

BATH9' CEILING

LAUNDRY9' CEILING


FLEX9' CEILING

11'0" x 13'4"

DN

SECOND FLOOR PLANScale: 1/4" = 1'-0"1

6'-0" 68'-6" 11'-7"

2'-0

"28

'-8"

2'-0

"

2'-6" 43'-9" 9'-0" 13'-3"

1'-6

"

ELEVATOR

A8

A8

DRAWING NUMBER

DATE

DRAWING TITLE

PROJECT

DISCRIPTIONREVISION



THIRD FLOOR PLAN


615 FRANCIS AVENUE

KELOWNA, BC V1Y 5G4

LOT 15 PLAN KAP1141

APRIL 10, 2018

DATE

6

8of



(250) 212-7938

PROJECT NORTH


86'-1" 21'-0"

86'-1" 21'-0"

32'-8

"

33'-0

"

THIRD FLOOR PLANScale: 1/4" = 1'-0"1

6'-0" 8'-6" 59'-6" 12'-1"

2'-0

"28

'-8"

2'-0

"

ENSUITE9' CEILING

UNIT 3

WIC9' CEILING

BATH9' CEILING


13'0" x 13'4"

KITCHEN9' CEILING

10'2" x 10'2"


DN 17R


GREAT ROOM9' CEILING

19'10" x 15'11" DECKPARTIALLY COVERED

16'0" x 11'0"

DECKPARTIALLY COVERED

16'0" x 11'0"

ELEVATOR

DRAWING NUMBER

DATE

DRAWING TITLE

PROJECT

DISCRIPTIONREVISION



SECTION


615 FRANCIS AVENUE

KELOWNA, BC V1Y 5G4

LOT 15 PLAN KAP1141

APRIL 10, 2018

DATE

7

8of



(250) 212-7938

PROJECT NORTH


SECTIONScale: 3/16" = 1'-0"A

9'-0

3/4

"9'

-0 3

/4"

10'-0

3/4

"

10'-0

3/4

"

TOP OF MAIN FLOOR

0'-0" [0.000m]

TOP OF SECOND FLOOR

11'-1 3/8" [3.388m]

PEAK OF ROOF

31'-9 1/2" [9.690m]

TOP OF THIRD FLOOR

21'-2 3/4" [6.471m]

TOP OF GARAGE ROOF

11'-0 3/4" [3.372m]

ENSUITE WIC BATH GREAT ROOM DECK STAIRWELL

STAIRWELL

STAIRWELL

FLEX BEDROOM 2 HALLWAY MASTER BEDROOM

DEN ENTRY GREAT ROOM DINING KITCHEN POWDER GARAGE BAY 2

GENERAL NOTES

1. THE DESIGNER MAKES EVERY EFFORT TO PROVIDE COMPLETE AND ACCURATE HOME PLANS. HOWEVER, WE ASSUME NO LIABILITY FOR ANY ERRORS AND OR OMISSIONS WHICH MAY AFFECT CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE BUILDER TO CHECK AND VERIFY ALL DIMENSIONS AND DETAILS BEFORE PROCEEDING WITH CONSTRUCTION. SHOULD ANY DISCREPANCIES BE FOUND ON THESE PLANS IT IS INCUMBENT ON YOU TO ADVISE OUR OFFICE AS SOON AS POSSIBLE. BY DOING SO WE WILL BE ABLE TO MAKE CORRECTIONS TO THE DRAWINGS AND REPLACE ANY PLANS IF NECESSARY. IN THIS WAY WE CAN BETTER SERVE YOU AND PREVENT ERRORS FROM REOCCURRING.

2. CONFIRM ALL DIMENSIONS ON-SITE PRIOR TO BEGINNING CONSTRUCTION

3. DIMENSIONS TAKE PRECEDENCE TO SCALE.

4. THE DRAWINGS HAVE BEEN PREPARED TO CONFORM TO THE 2012 EDITION OF THE BRITISH COLUMBIA BUILDING CODE. THE BUILDER IS RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION CONFORMS TO THE BCBC AND LOCAL BUILDING CODES AND BYLAWS. ALL CONSTRUCTION AND INSTALLATION OF MATERIALS SHALL BE DONE IN ACCORDANCE WITH GOOD BUILDING PRACTICES AND MANUFACTURERS INSTRUCTIONS. LOCAL BUILDING DEPARTMENTS MAY REQUIRE CERTIFICATION FROM A STRUCTURAL ENGINEER FOR PART OR ALL OF THE STRUCTURE. ANY ENGINEERING FEES ARE THE RESPONSIBILITY OF THE OWNER OR BUILDER.

5. THE SITING OF THE HOME MUST BE IN COMPLIANCE WITH CITY OF KELOWNA BYLAWS. BEFORE COMMENCEMENT OF CONSTRUCTION, ENSURE THAT THE SITE PLAN HAS BEEN APPROVED BY A CITY OF KELOWNA BUILDING OFFICIAL.

6. SITING OF THE HOME IS THE RESPONSIBILITY OF THE BUILDER IN CONJUNCTION WITH THE HOMEOWNER.

7. ALL FOOTINGS MUST BE PLACED ON UNDISTURBED OR COMPACTED SOILS AND BELOW THE FROST LINE. FOUNDATION WALL HEIGHTS AND THICKNESSES AS WELL AS FOOTING SIZES MAY NEED TO BE ADJUSTED AND/OR REINFORCED DUE TO SITE CONDITIONS. ANY ENGINEERING SERVICES REQUIRED ARE THE RESPONSIBILITY OF THE OWNER OR BUILDER.

8. APPROVED SMOKE ALARMS TO BE INSTALLED AND INTERCONNECTED.

9. BUILDER TO CHECK SNOW LOAD REQUIREMENTS FOR THEIR LOCAL AREA AND MAKE ANY NECESSARY ADJUSTMENTS PRIOR TO CONSTRUCTION.

10. CARBON MONOXIDE ALARMS SHALL CONFORM TO CSA 6.19, "RESIDENTIAL CARBON MONOXIDE ALARMING DEVICES".

11. DAMPROOFING OF 6 MIL POLYETHYLENE, WITH SEAMS LAPPED, OVER 4" OF 4" CLEAN GRANULAR MATERIAL CONTAINING NOT MORE THAN 10% OF MATERIAL THAT WILL PASS A 4 mm SIEVE (GAS-PERMEABLE LAYER) SHALL BE LAID UNDER CONCRETE SLABS. A FLEXIBLE SEALANT SHALL BE PLACED WHERE THE SLAB AND FOUNDATION WALL MEET.

12. DRAINAGE AROUND FOUNDATION TO CONSISTING OF A 4" DIAMETER PIPED COVERED WITH A MINIMUM OF 6" CRUSHED STONE SHALL BE PLACED AROUND THE PERIMETER OF THE BUILDING.

13. ENSURE THAT WINDOWS IN FUTURE BEDROOMS HAVE A MINIMUM AREA OF .35m2 (3.75 FT2) WITH AN UNOBSTRUCTED HEIGHT AND WIDTH OF 380mm (15"). THE WINDOW OPENING SHALL BE A MAXIMUM OF 1.5m (5') ABOVE THE FLOOR.

14. EXTERIOR DIMENSIONS ARE TO FACE OF SHEATHING.

15. EXTERIOR WALLS ARE DRAWN AT 6"

16. LIGHTING AND ELECTRICAL LAYOUTS TO BE SPECIFIED BY THE OWNER OR BUILDER AND MUST MEET WITH 1998 BCBC REQUIREMENTS.

17. PLANS ARE BASED ON THE USE OF #2 OR BETTER SPF, UNLESS OTHERWISE STATED. LAMINATED BEAMS WILL REQUIRE AN ENGINEER'S CERTIFICATION. THIS IS THE RESPONSIBILITY OF THE OWNER OR BUILDER.

18. REFER TO ENGINEERED FLOOR JOIST AND ROOF TRUSS LAYOUT TO CONFIRM BEAM, POST AND PAD FOOTING LOCATION AND SIZES. ENSURE PROPER BEARING IS PROVIDED FOR ALL BEAMS.

19. ROOF SPACES SHALL BE VENTED WITH ROOF, EAVE AND/OR GABLE END TYPE VENTS TO A MIN OF 1:300 OF THE INSULATED AREA.

20. THE INSTALLATION OF ALL PLUMBING, HVAC AND ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND THE APPLICABLE SECTIONS OF THE 2012 BCBC.

21. VANITY SIZES ARE FOR REFERENCE ONLY. REFER TO APPROVED KITCHEN LAYOUT FOR CABINET SIZES.

22. CONSTRUCTION LOADS ON THE STRUCTURE CAUSED BY INTERIM STORAGE OF MATERIALS OR USE OF EQUIPMENT, SHALL NOT BE ALLOWED TO EXCEED THE DESIGN LOADINGS.

23. EXTERIOR DOORS SHALL BE SOLID CORE AND WEATHERSTRIPPED. GARAGE DOORS TO DWELLING TO BE AS ABOVE AND SELF-CLOSING.

24. GRADES SHOWN ON PLANS ARE ESTIMATED. FOUNDATION WALL HEIGHTS AND HOUSE SITING MAY REQUIRE ADJUSTMENT TO SUIT SITE CONDITIONS.

25. MIN. 25% OF UNOBSTRUCTED ROOF VENT AREA SHALL BE AT BOTH THE SOFFIT AND TOP OF ATTIC. ROOF VENTING SHALL BE IN ACCORDANCE WITH BCBC 9.19.1.2.

26. PROVIDE BAFFLE FOR AIR SPACE (EQUAL TO SOFFIT VENTING) BETWEEN INSULATION AND ROOF SHEATHING AT EXTERIOR WALL LINE.

27. THE FACE OF SHEATHED EXTERIOR WALLS SHALL BE FLUSH WITH FOUNDATION WALLS.

28. WOOD IN CONTACT WITH CONCRETE TO BE DAMP-PROOFED WITH SILL GASKET OR OTHER APPROVED METHOD. PLATES TO BE ANCHORED TO CONCRETE FOUNDATION WITH 1/2" DIA. A307 ANCHOR BOLTS AT 4'-0" O.C.

- 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

- ACRYLIC STUCCO- 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

SLAB ON GRADE (CONDITIONED SPACE)Scale: 1/2" = 1'-0"1

2'-0

"[0

.610

m]

MIN

. FR

OST

PRO

TECT

ION

8"[0.203m]

2" RIGID INSULATION TO TOPOF FOOTING

1" RIGID INSULATION

3 1/8"

5"

DRAWING NUMBER

DATE

DRAWING TITLE

PROJECT

DISCRIPTIONREVISION



SITE PLAN


615 FRANCIS AVENUE

KELOWNA, BC V1Y 5G4

LOT 15 PLAN KAP1141

APRIL 10, 2018

DATE

8

8of



(250) 212-7938

PROJECT NORTH


13'-2"[4.013m]

13'-2"[4.013m]

9'-11"[3.021m]

FRA

NCI

S A

VEN

UE

GRA

VEL

SHO

ULD

ER

BOU

LEVA

RD

REAR

LAN

E

PRIVATE OPEN SPACEUNIT 1

56.99m2

PRIVATE OPEN SPACEUNIT 2

42.57m2

3'-0 1/2"[0.927m]

UNIT 1

UNIT 2

SITE PLANScale: 1:75

1

0 25 35 45 55 65 FT

PARKING SPOT 1(LARGE)





13'-2

"[4

.013

m]11'-2"

[3.404m]

9'-8"[2.946m]

ARCH. PROJECTION

11'-0

"[3

.353

m]

33'-0

"[1

0.05

8m]

11'-0

"[3

.353

m]

12'-6"3.810m

4'-11"[1.500m]

74'-6"[22.708m]

11'-8"[3.556m]

21'-0"[6.401m]

9'-11"[3.021m]

55'-0

"[1

6.76

4m]

122'-0"[37.186m]

ARCH. PROJECTION

ARCH. PROJECTION ARCH. PROJECTION

PERMEABLE WALKWAY

PERMEABLE WALKWAY

PERMEABLE UNCOVEREDPATIO UNIT 2

PERMEABLE UNCOVEREDPATIO UNIT 1

RM-3 - LOW DENSITY MULTIPLE HOUSING PERMITTED PROPOSED

SITE AREA 900.00m2 623.38m2

BUILDING FOOTPRINT AT GRADE 277.63m2

PROPOSED DRIVEWAY AREA 30.39m2

PROPOSED WALKWAY & PATIO AREA 97.37m2

SITE COVERAGE (PRIVATE OPEN SPACE BONUS) 50.0% 44.5%

SITE COVERAGE W/ DRIVEWAY (PERMEABLE SURFACES) 65.0% 65.0%

BUILDING HEIGHT 10.0m/3 STOREYS 9.843m/3 STOREYS

FLOOR AREAS

MAIN FLOOR FINISHED FLOOR AREA/UNIT 94.22m2

SECOND FLOOR FINISHED FLOOR AREA/UNIT 76.09m2

THIRD FLOOR FINISHED FLOOR AREA/UNIT 127.66m2

F.A.R. 0.75 0.75

FRONT (NORTH) YARD SETBACK 1.500m 1.500m

REAR (SOUTH) YARD SETBACK (FROM PUBLIC LANE) 3.000m 3.021m

SIDE (EAST) YARD SETBACK 4.000m 4.013m

SIDE (WEST) YARD SETBACK 4.000m 4.013m

PRIVATE OPEN SPACE



PRIVATE OPEN SPACE UNIT 3 (THIRD FLOOR DECK) 25.00m2 28.08m2

OCP DEFINED URBAN CENTRE N/A

Z O N IN G IN F O R M A T IO N

PARKING CALCULATIONSREQUIRED PARKING 3 - 2 BEDROOM DWELLING UNITS 1.5 STALLS PER UNIT 5 STALLS

VISITOR PARKING N/A 0 STALLS

MEDIUM CAR PARKING 50% OF REQUIRED 2 STALLS

TOTAL REQUIRED PARKING 5 STALLS

PROPOSED PARKING

FULL SIZED STALLS 3 STALLS

MEDUIM SIZED STALLS 2 STALLS

TOTAL PROPOSED PARKING 5 STALLS

BUILDING CODE REVIEW

THE FOLLOWING NOTES PROVIDE INFORMATION HIGHLIGHTING BUILDING DESIGN CRITERIA. IT IS NOT INTENDED TO DESCRIBE ALL DESIGN AND CONSTRUCTION REQUIREMENTS.

ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SECTIONS OF THE BUILDING CODE.

1. TOWNHOUSE BUILDING CONSTRUCTED UNDER PART 9 OF THE BRITISH COLUMBIA BUILDING CODE 2012.1.3.3.3 MAX 3 STOREYS, BUILDING AREA NOT EXCEEDING 600m2, MAJOR OCCUPANCY GROUP C

2. MAJOR OCCUPANCIES:TOWNHOUSE BUILDING: GROUP C - RESIDENTIAL (TABLE 3.1.2.1.)

3. BUILDING HEIGHT:3 STOREYS ABOVE GRADE

4. OCCUPANCY LOAD:2 PER SLEEPING ROOM2 X 2 = 4 PER DWELLING UNIT

5. FIRE SEPARATIONS:9.10.9.14 (1) 45 min.

6. HEADROOM CLEARANCES:STAIRS & LANDINGS: 1950mmROOM CEILING HEIGHTS: 2100mmUNFINISHED BASEMENTS: 2000mmMINIMUM AREAS OF MINIMUM CEILING HEIGHTS TO CONFORM TO TABLE 9.5.3.1.

7. MINIMUM SOUND TRANSMISSION CLASS RATING9.11.2.1 (1) STC 50

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