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Committee of the Whole/Documents/Attachment 7: Block V Plans
Appendix

Attachment 7: Block V Plans

April 9, 2024Pages 172–1776 sections

Detailed architectural plans for Block V of the townhouse development.

9.3.3 a) Development Permit 2024-01 - 2001-2014 West Park Lane - Phase 6
Dated: July 13, 2023Two-storey duplex design

BLOCK V - TLC SUBDIVISION (PH5)

Customer: Limona Holdings Ltd. Drawing Name: Key Site Plan and Databox Issue Date: July 13, 2023 Drawing No: A1

Project Datatable

Residential Townhouse / Duplex

Item Proposed Allowed
Lot Size 42,595.3m² -
Zoning CD-23 -
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 - 4.50m
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

General Notes

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 modifications are to be made on site.
  • Conformity of these plans to the actual site is the responsibility of the owner/builder.

Concrete and Footings

  • 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) @ 28 days, mixed, placed and tested in accordance with CAN/CSA-A23.1.
  • All walls are 8" concrete unless otherwise noted.
  • All grades are estimated only and shall be adjusted on site.
  • All 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 at 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 steep step flashing.
  • All penetrations through roof shall include appropriate flashing.
  • Doors - rough opening sizes.
  • Frame opening 1 1/2" wider than door.
  • Frame height 83" for exterior doors and 82" for interior doors. Frame opening 1 1/4" wider than bifold doors and frame height 81.5".

NAFS Requirements

  • Performance Grade of 30
  • Water Test Pressure of 260 Pa

MSC

  • 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.
Page 172–177

BLOCK V - CROSS SECTIONS AND DETAILS

Issue Date: July 13, 2023 Drawing No: A2

Construction Assemblies

  • Floor: 4" concrete floor on 6 mil poly V.B. over compacted granular fill.
  • Demising Wall: (1h as per W13a - Table A-9.10.3.1.A)
    • two rows 38 mm x 89 mm studs, each spaced 400 mm or 600 mm o.c. on separate 38 mm x 89 mm plates set 25 mm apart
    • 89 mm thick absorptive material on each side
    • 1 layer of 15.9 mm Type X gypsum board on each side
  • Roof: Asphalt shingles, building paper, 7/16" O.S.B. (or 1/2" plywood), engineered trusses designed by supplier @ 24" O.C. typ., R28 batt insulation, 6 mil U.V. poly B.V. S/F GWB.

Construction Notes

  1. R40 insulation, 6 mil poly V.B. 1/2" ceiling board.
  2. Continuous gutters.
  3. Aluminum gutter and non-vented soffits - roof overhangs as per plan.
  4. All windows vinyl, supply rain gain under, rainscreen as per BCBC. Windows in doors to be tempered glass.
  5. Stairs: 7 7/8" rise, 10 3/4" tread, 1" nosing with continuous handrail.
  6. Provide drains to perimeter system.
  7. 4" drain tile with 6" rock over.
  8. Provide roof vents: vent 1/150 unit. Shinglevent II Ridge Vent.
  9. Eave protection to 12" beyond heated wall.
  10. 8" concrete wall on 8"x16" concrete footings - 2#4 bar continuous - R12 rigid insulation - 2 coats damp proofing.
  11. Caulk over and around all exterior openings.
  12. 10" x 10" post saddle on 8" plaster 2'x2'x2' concrete footing. NOT SHOWN.
  13. 42" min climbable continuous handrail.
  14. Undisturbed non-organic soil.
Page 172–177

BLOCK V - FOUNDATION PLAN (ON SLAB)

Issue Date: July 13, 2023 Drawing No: A3

Notes on Plan:

  • 8" concrete wall on 8x16" conc. ftgs. 2 #4 bar cont. typ. anchor bolts @ 4'.
  • 4" concrete floor on compacted granular fill, 6 mil poly V.B., R12 rigid perimeter insulation.
  • 32"x32"x11" ftgs with 10" pilaster & bolt post saddle to build post.
  • Slope concrete to drain away from house.
Page 172–177

BLOCK V - MAIN FLOOR PLAN (9'-0 3/4" WALLS)

Issue Date: July 13, 2023 Drawing No: A4

Floor Areas:

  • V54 AREA: 686.08 Sq Ft (63.74 Sq M)
  • V54 GARAGE AREA: 388.17 Sq Ft (36.06 Sq M)
  • V53 AREA: 686.09 Sq Ft (63.74 Sq M)
  • V53 GARAGE AREA: 388.17 Sq Ft (36.06 Sq M)

General Notes:

  • ALL POT LIGHT CAVITIES IN CEILINGS, PLUMBING BOXES, FANS, ELECTRICAL PANELS... IN PARTY WALLS TO BE COMPLETELY SEALED AND FIRE RATED WITH TYPE 'X' DRYWALL.
  • GARAGE VEHICULAR DOORS MUST BE MINIMUM NOMINAL RSI OF 1.1.
Page 172–177

BLOCK V - UPPER FLOOR PLAN (8'-0 3/4" WALLS)

Issue Date: July 13, 2023 Drawing No: A5

Floor Areas:

  • V53 AREA: 949.95 Sq Ft (88.25 Sq M)
  • V54 AREA: 949.95 Sq Ft (88.25 Sq M)

Notes:

  • Bedroom windows not less than 4 sq. ft. and 15" opening any direction.
  • All water shut off at laundry to remain accessible.
Page 172–177

BLOCK V - ELEVATIONS

Issue Date: July 13, 2023 Drawing No: A6

Exterior Finishes Schedule

  • A ROOFING: ASPHALT ROOFING WITH RAISED RIDGE & HIP CAPS
  • B GUTTER & SOFFIT: ALUMINUM GUTTER AND VENTED SOFFIT
  • C BARGE BOARD: 2x10 WITH 1x4 DOUBLE BARGE BOARD, PAINTED TRIM COLOUR
  • D WINDOW & DOOR TRIM: 1x4 TRIM BOARDS - PAINTED / STAINED
  • E CORNER TRIM: 1x4 CORNER BOARDS - PAINTED / STAINED
  • F1 WALL FINISH: HARDIE-BOARD AND BATTEN 1x3 - CHECKER PATTERN - REFER TO ELEVS RAINSCREEN AS PER BCBC
  • F2 WALL FINISH: HARDIE-PLANK SIDING LAPPED TO 5" EXPOSURE - COLOUR AS PER OWNERS SPECS
  • F3 WALL FINISH: HARDIE-PLANK SIDING LAPPED TO 4" EXPOSURE - COLOUR AS PER OWNERS SPECS
  • G POSTS: 6x6 POSTS - PAINTED/STAINED AS PER OWNERS SPECS - SEE ELEVS

Elevation Data

Left Elevation:

  • EXPOSING BUILDING FACE: 56.84m²
  • LIMITING DISTANCE: 2.46m
  • AREA OF GLAZED OPENINGS: 1.44m²
  • % GLAZED OPENINGS: 2.53%
  • 45 min FIRE-RESISTANCE RATING: not required
  • TYPE OF CLADDING: no limits
  • PERMITTED % OF GLAZED OPENINGS (as per Table 9.10.15.4): 10.65%
  • PERMITTED AGGREGATE AREA OF GLAZED OPENINGS: 6.05m²

Right Elevation:

  • EXPOSING BUILDING FACE: 56.77m²
  • LIMITING DISTANCE: 1.54m
  • AREA OF GLAZED OPENINGS: 1.44m²
  • % GLAZED OPENINGS: 2.54%
  • 45 min FIRE-RESISTANCE RATING: not required
  • TYPE OF CLADDING: no limits
  • PERMITTED % OF GLAZED OPENINGS (as per Table 9.10.15.4): 8.00%
  • PERMITTED AGGREGATE AREA OF GLAZED OPENINGS: 4.54m²
Page 172–177
Extracted from: 2024 04 09 Committee of the Whole Agenda - Agenda - Pdf