Appendix
Concept Plan (Site Survey) - 233 Anya Lane
February 19, 2013Page 571 section
Survey drawing showing the location of the proposed residence relative to the shoreline and bank.
Lot 22 Anya LaneJava Designs
BC Land Surveyor's Site Plan of the Remainder of Lot A, Section 98, Esquimalt District, Plan VIP77208
(Phase 2 of Strata Plan VIS5568)

Lot Calculations
| Value | Description |
|---|---|
| R1 | Zoning |
| 1132.7 | Sq. meters Lot Area |
| 143.918 | Perimeter meters |
| 269.576 | Allowed lot coverage |
| 251.051 | Ground building area+cpg |
| 22.1216 | % Lot coverage shown |
| 0.300131 | Floor area ratio |
| 354.704 | Floor area all floors |
| 43.6111 | Area of garage |
| 0 | Average building height |
| 16.1245 | Area of deck |
Elevations to assumed datum
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.
- Smoke detectors shall be provided on every floor.
- framing lumber shall be graded #2 or better unless noted otherwise.
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 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 SOLID BEARING CAPACITY AND SIZE OF FOOTINGS ARE TO BE DESIGNED BY A QUALIFIED ENGINEER.
- FOUNDATION CONCRETE SHALL HAVE MIN. COMPRESSIVE STRENGTH OF 2500 psi (20MPa) AT 28 DAYS, MIXED, PLACED AND TESTED IN ACCORDANCE WITH CAN3-A438.
- 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
- 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
(No additional notes provided)
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".
Project Information
Neither Java Designs nor the designer accept responsibility for the following:
- Information provided on existing buildings or site.
- Conformity of plans to site.
- Errors or omissions.
- Any house built from these plans.
CUSTOMER: CHRISTOPHER DEVELOPMENTS ADDRESS: LOT 22 ANYA LANE, VIEW ROYAL SCALE: 1/8" = 1' 0" DATE: MAY 1, 2008 PLAN #: A1 DRAWN BY: KYLE LEGGETT, ASCT
Page 57
Extracted from: 2013 02 19 Council Agenda