Revised Site Plans and Data Box

KEY SITE PLAN AND DATA BOX

Customer: Limona Holdings Ltd. Address: TLC Subdivision (PH5) Project: West Park at Thetis Lake Issue Date: July 13, 2023 Drawing Number: A1

PROJECT DATA TABLE

RESIDENTIAL TOWNHOUSE/ DUPLEX

Lot Size	42,595.3m²
Zoning	CD-23

Feature	Proposed	Allowed
Floor space ratio	0.095 (2,025.31m² / 21,800.27 Sq. Ft)	0.50 (21,297.65m²)
Lot coverage (total)	3.51% (1,495.95m²)	50.00% (21,297.65m²)
Impermeable Surface Coverage	4.85% (2,066.05m²)	50.00% (21,297.65m²)
Average grade	-	-
Average building height	See Elevations	9.00m / 2.5 storeys
Front Setback	5.50m avg. - see site plan	4.50m
Rear Setback	see site plan	6.00m
Side Setback	1.55m avg. - see site plan	1.20m
Flanking Side Setback	-	4.00m
Setback to Thetis Lake Park	-	10.00m
Setback to Trans Canada Highway	-	10.00m
Where there is direct access from a driveway, siting of a garage or carport from a highway or private right-of-way driveway, minimum	-	5.50m

NAFS REQUIREMENTS:

Performance Grade of 30
Water Test Pressure of 260 Pa

GENERAL NOTES

ALL MATERIALS AND CONSTRUCTION METHODS TO CONFORM TO THE CURRENT EDITION OF THE BRITISH COLUMBIA BUILDING CODE AS WELL AS ANY LOCAL BUILDING CODES OR BYLAWS WHICH MAY TAKE PRECEDENCE.
ALL MEASUREMENTS MUST BE VERIFIED ON SITE BY BUILDER PRIOR TO CONSTRUCTION AND ANY DISCREPANCIES REPORTED TO THE DESIGNER.
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE.
DRAFTED ELEMENTS ARE FRAMED ONLY. NO ALLOWANCES HAVE BEEN ADDED FOR FINISHING ELEMENTS SUCH AS BUT NOT LIMITED TO G.W.B., CLADDING, SHEATHING, ETC.
SMOKE DETECTORS SHALL BE PROVIDED ON EVERY FLOOR.

SITE PLAN

ALL LAYOUTS SHOULD BE CONFIRMED BY A REGISTERED B.C. LAND SURVEYOR.
ALL SETBACKS SHALL BE CONFIRMED BY THE OWNER/BUILDER.
ALL GRADE ELEVATIONS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER AND ANY NOTIFICATIONS ARE TO BE MADE ON SITE.
CONFORMITY OF THESE PLANS TO THE ACTUAL SITE IS THE RESPONSIBILITY OF THE OWNER/BUILDER.

CONCRETE AND FOUNDATIONS

ALL CONCRETE FOOTINGS TO HAVE SOLID BEARING ON COMPACTED, UNDISTURBED INORGANIC SOIL TO A SUITABLE DEPTH BELOW FROST PENETRATION.
IF SOFTER CONDITIONS APPLY, THE SOIL BEARING CAPACITY AND SIZE OF FOOTINGS ARE TO BE DESIGNED BY A QUALIFIED ENGINEER.
GARAGE & CARPORT FLOORS AND EXTERIOR STEPS SHALL NOT BE LESS THAN 32 MPa.
FOUNDATION CONCRETE SHALL HAVE MIN. COMPRESSIVE STRENGTH OF 2900 psi (20 MPa) AT 28 DAYS, MIXED, PLACED AND TESTED IN ACCORDANCE WITH CAN3-A23.
ALL WALLS ARE 8" CONCRETE UNLESS OTHERWISE NOTED.
ALL GRADES ARE ESTIMATED ONLY AND SHALL BE ADJUSTED ON SITE.
WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED OR SEPARATED BY A MOISTURE RESISTANT GASKET MATERIAL.

LUMBER, FRAMING AND BEAMS

BUILDING FRAMES TO BE ANCHORED TO FOUNDATION BY FASTENING SILL PLATE TO FOUNDATION WITH NOT LESS THAN 12.7mm DIAM. ANCHOR BOLT NOT MORE THAN 2.4m O.C.
ALL ENGINEERED BEAMS TO BE SIZED BY SUPPLIER.
ALL SPANS SHALL CONFORM TO THE TABLES SET OUT IN "THE SPAN BOOK" AND THE NATIONAL BUILDING CODE OF CANADA AND VERIFICATIONS OF ALL SPANS IS THE RESPONSIBILITY OF THE OWNER/BUILDER.

TRUSSES

TRUSSES AND LAYOUT ARE TO BE ENGINEERED AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS, INCLUDING ALL BRACING.

ROOFING

ALL ROOFING SHALL BE APPLIED TO MANUFACTURER'S SPECIFICATION AND SHALL INCLUDE EAVE PROTECTION FROM ICE DAMS AND SNOW BUILD UP.

PLUMBING & ELECTRICAL

ANY ELECTRICAL SHOWN ON PLANS IS TO SERVE AS A GUIDE ONLY AND MUST BE INSTALLED BY A QUALIFIED PERSONNEL.

FLASHING

ALL EXPOSED OPENINGS SHALL BE PROVIDED WITH ADEQUATE FLASHING.
ALL ROOFING SHALL INCORPORATE STEP FLASHING.
ALL PENETRATIONS THROUGH ROOF SHALL INCLUDE APPROPRIATE FLASHING.
DOORS - ROUGH OPENING SIZES:
- FRAME OPENING 1 1/4" WIDER THAN DOOR
- FRAME HEIGHT 83" FOR EXTERIOR DOORS AND 82.5" FOR INTERIOR DOORS. FRAME OPENING 1 1/4" WIDER THAN BIFOLD DOORS AND FRAME HEIGHT 81.5".

MISC.

CARBON MONOXIDE ALARMS TO BE HARDWIRED AND WITHIN 5M OF EACH BEDROOM IN EVERY SUITE AND INTERCONNECTED TO ALL FLOORS. CARBON MONOXIDE ALARMS TO CONFORM TO CSA-6.19.