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Council Meeting/Documents/A2 Section and Elevations - Attachment 4
Appendix

A2 Section and Elevations - Attachment 4

May 1, 2018Page 191 section

Architectural drawings showing sections and elevations for the proposed wood shed accessory building.

8.1.a Environmental Development Permit No. 2017/08 - 2427 Chilco Road
April 16, 2018HardiePanel wall recommendation included

Proposed Accessory Building for Mr. G. Woodworth

at: 2427 Chilco Road, View Royal, BC

Firm: McNEIL BUILDING DESIGNS LIMITED 4024 Metchosin Road, Victoria, BC V9C 4A4 Phone/Phax: 250.474.2360 info@mcneildesigns.bc.ca

Revision Schedule

Revision Number Revision Description Revision Date
1 Add hardieplank wall per View Royal and Interface Recommendations. 16 APR 2018

Legend

  • A: Standing Seam metal roof
  • B: 6x6 timber post
  • C: 2x8 bracing
  • D: 4x4 bracing
  • E: rectangular 3-panel horiz. railing

Architectural Drawings

Elevation detail
Elevation detail
Foundation detail
Foundation detail
Grade detail
Grade detail

1: Front (north) Elevation

  • Scale: 1/4" = 1'-0"
  • Elevations:
    • roof mid: 325' - 6 1/8"
    • ceil'g main flr: 323' - 4 3/8"
    • Main Floor: 314' - 3 5/8"
    • Average Grade: 308' - 7 3/4"
    • Ground: 93.082 m
Roof detail
Roof detail
Lower elevation detail
Lower elevation detail
Foundation detail
Foundation detail
Roof section detail
Roof section detail

2: Right (west) Elevation

  • Scale: 1/4" = 1'-0"
  • Annotations:
    • 2x8 bracing (both sides)
    • Main Floor: 314' - 3 5/8"
    • Average Grade: 308' - 7 3/4"
    • Height dimension: 16' - 10 1/2" (5.14 m)
    • Total height: 6.81 m
Roof mid section detail
Roof mid section detail
Lower elevation detail
Lower elevation detail
Roof detail
Roof detail
Wall and bracing detail
Wall and bracing detail

3: Left (east) Elevation

  • Scale: 1/4" = 1'-0"
  • Annotations:
    • 2x8 bracing (both sides)
    • toe-nailed 4x4 bracing on interior columns (on centre)
    • Main Floor: 314' - 3 5/8"
    • Average Grade: 308' - 7 3/4"

4: Rear (south) Elevation

  • Scale: 1/4" = 1'-0"
  • Elevations:
    • roof mid: 325' - 6 1/8"
    • ceil'g main flr: 323' - 4 3/8"
    • Main Floor: 314' - 3 5/8"
    • Average Grade: 308' - 7 3/4"
Ground and foundation detail
Ground and foundation detail
Lower elevation detail
Lower elevation detail

6: Section 1

  • Scale: 1/4" = 1'-0"
  • Annotations:
    • standing seam metal roofing
    • R40 blown insulation
    • protect soffit with hardiepanel
    • 2x8 bracing
    • 6x6 posts
    • railing
    • 9' - 0 3/4"
    • Main Floor: 314' - 3 5/8" (95.800 m)
    • 2x10 joists @ 12" o.c.
    • 5' - 0"
    • protect underside with hardiepanel
    • Average Grade: 308' - 7 3/4" (94.075 m)
    • existing nat. grade
    • 93.082 m
Grade and section detail
Grade and section detail
Footing detail
Footing detail
Crawl space detail
Crawl space detail
Roof section detail
Roof section detail
Foundation and grade detail
Foundation and grade detail

Specifications and Notes

  1. R40 blown INSULATION

    • 6mil U.V. poly V.B.
    • 5/8" GWB
  2. All Interior walls to be 1/2" GWB each side of 2x4 STUDS @ 16" o.c. EXCEPT WHERE SHOWN ON PLAN

  3. TYPICAL EXTERIOR WALL:

    • HARDIPLANK SIDING
    • 2 layers 30min BUILDING PAPER
    • 1/2" SHEATHING, (Prefer Plywd)
    • 2x6 STUDS @ 16" o.c.
  4. TYPICAL FLOOR:

    • CARPET & UNDERLAY, LINO, HARDWOOD, or CERAMIC TILE finish
    • 5/8" T&G PLYWOOD / OSB
    • 2x10 SPF#2 floor joists (See Framing on Plans)
    • R20 batt INSULATION
    • 1/2" GWB ceiling (INSUL only over GARAGE use 5/8" GWB)
  5. CRAWL SPACE:

    • 2" concrete seal coat
    • 6 mil poly M.B. & V.B.
    • 4" min compacted granular FILL
    • note: 2'0" min to underside of joists for service access
  6. 4" concrete SLAB

    • 6 mil poly M.B. & V.B.
    • 5" min compacted granular FILL (no poly required for Garage Slab)
Page 19
Extracted from: 2018 05 01 Council Agenda - Agenda - Pdf