Committee of the Whole/Documents/PROPOSED PATIO ENCLOSURE Architectural Drawings (Evan Eunson Designs)

Appendix

PROPOSED PATIO ENCLOSURE Architectural Drawings (Evan Eunson Designs)

December 8, 2020Pages 68–759 sections

Architectural design plans, elevations, and 3D renderings for the proposed sunroom/patio enclosure.

2. APPROVAL OF AGENDA (motion to approve)

September 29, 2020Job No. RVT 006350 SF total floor area

PROPOSED PATIO ENCLOSURE

Page 68–75

335 STEWART AVENUE, VIEW ROYAL, VICTORIA BC

PROPOSED RESIDENCE FOR: Mr. Lee Critchley AT: 335 Stewart Ave, VIEW ROYAL BC

EVAN EUNSON DESIGNS 778-966-4944 EVANEUNSON@GMAIL.COM

DATE: SEP. 29, 2020 DRAWN BY: EVAN JOB NO.: RVT 006 SHEET: A-000

COVER IMAGE

Architectural rendering of the proposed enclosure front view

Detail of the rendering showing window panels

Detail of the rendering showing roof line

Detail of the rendering showing structure base

Right-side view of the proposed structure in the rendering

Page 68–75

GENERAL NOTES

PREAMBLE:

ALL WORK IN THESE DRAWING DOCUMENTS SHALL CONFORM TO PART 9 OF BCBC 2018. FURTHER, WARRANTY AND INSURANCE COMPANIES ARE REQUIRING ALL ASPECTS OF CONSTRUCTION TO FOLLOW 'BEST PRACTICES'. CONFIRM THESE WITH YOUR CARRIER. THESE DRAWINGS ARE A CONSOLIDATION OF MANY GOVERNING FACTORS, INCLUDING ZONING, POSSIBLY COVENANTS, DEVELOPMENT PERMITS, ETC, AND SO SHOULD NOT BE DIGRESSED FROM WITHOUT ADDITIONAL CONSULTATION WITH DESIGNER.

IT IS EXPECTED THAT CONTRACTOR OR OWNER/BUILDER WILL HAVE BCBC 2018 IN THEIR POSSESSION.

ENVIRONMENT: BCBC 9.27

THIS BUILDING IS DEEMED BY THIS DESIGNER TO NOT WHOLLY MEET COVERAGE OF 2' OVERHANG FOR EVERY 8' WALL, THEREFORE CONSIDERED TO BE IN A WEATHER EXPOSED SITING.

EXTERIOR CLADDING WILL BE PART OF A RAIN-SCREEN ASSEMBLY WITH AN INTERIOR 'SEALED POLYETHYLENE APPROACH'. 9.26 ALSO NOTE BALCONIES AND DECKS WITH SOLID SURFACE ARE DEEMED TO BE ROOFS AND RAILINGS MUST BE FACE MOUNTED. SEE NOTE ON SHEET REGARDING WINDOW RATING.

DIVISION 1 GENERAL REQUIREMENTS

ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF DIV B, PART 9 OF THE BRITISH COLUMBIA BUILDING CODE 2018. THE CONTRACTOR OR OWNER SHALL OBTAIN ALL PERMITS, LICENSES, AND CERTIFICATES AND PAY ALL NECESSARY FEES FOR THE PERFORMANCE OF THE WORK.

DIVISION 2 SITE WORK - EXISTING CONDITIONS

02010 SUBSURFACE INVESTIGATION: SEEK A GEOTECHNICAL ENGINEER'S OPINION REGARDING EXCAVATION PRIOR TO POURING FOOTINGS IF DEEMED A CONCERN. 02100 EXCAVATION: EXCAVATIONS SHALL BE MADE TO DEPTH AND SIZE REQUIRED FOR FORMWORK, DRAINS, APPLICATIONS OF DAMPPROOFING, ETC., AS SHOWN ON DRAWINGS. 02110 BACKFILL: BCBC 9.12.3. BACKFILL OUTSIDE OF FOUNDATION SHALL BE FREE OF DELETERIOUS MATERIAL AND BOULDERS LARGER THAN 50MM DIAMETER WITHIN 0.6M. 02140 DEWATERING & DRAINAGE: BCBC 9.14.2, 9.14.3. PERIMETER DRAIN PIPE SHALL BE 4" DIA PERFORATED PVC PIPE SLOPE SHALL BE 6" IN 100 FEET.

DIVISION 3 CONCRETE: BCBC 9.3.1, 9.15, 9.16

CONCRETE SHALL BE READY MIXED, WITH COMPRESSIVE STRENGTHS PER BCBC 9.3.1.6. MOISTURE BARRIER UNDER FLOOR SLAB SHALL BE 6 MIL. POLYETHYLENE.

DIVISION 4 UNIT MASONRY: BCBC 9.20

ALL MATERIALS AND WORKMANSHIP TO CONFORM TO BCBC 9.20.2.1. MORTAR: TYPE S MATERIALS CONFORM TO BCBC 9.20.3.1.

DIVISION 6 WOODWORK: BCBC 9.23

LUMBER FOR FRAMING SHALL CONFORM TO GRADE SCHEDULE: WALL STUDS #2 SPF F-J OR BETTER; POSTS, BEAMS DF #2 OR BETTER; ROOF/WALL SHEATHING AS NOTED ON DWGS.

DIVISION 7 THERMAL AND MOISTURE PROTECTION: BCBC 9.13

MOISTURE PROOFING OF FOUNDATION WALLS INCLUDED IN THIS SECTION. ROOFING AND SHEET METAL PER BCBC 9.26. AIR & VAPOR BARRIER PER BCBC 9.25.4.

PROJECT INFORMATION

CATEGORY	DATA
ADDRESS	335 STEWART AVENUE, LOT 17, BLOCK 6
PID	007-088-809
ALR	N/A
ZONING	R1, DETACHED RESIDENTIAL
LOT SIZE	31,463 SF (2923.06M²)

LOT COVERAGE

	PROPOSED	ALLOWED
MAIN RESIDENCE	N/A	N/A
ACCESSORY BUILDINGS	350SF	N/A
TOTAL	350 SF	N/A

SETBACKS

	PROPOSED	ALLOWED
FRONT LOT LINE	N/A	N/A
REAR LOT LINE	N/A	N/A
EAST LOT LINE	1.8M	N/A
WEST LOT LINE	N/A	N/A

BUILDING HEIGHT

	PROPOSED	ALLOWED
AVERAGE GRADE	N/A	N/A
HIGHEST POINT (MAIN BUILDING)	N/A	N/A
HIGHEST POINT (ACCESSORY BUILDING)	10' 1"	N/A

FLOOR AREA

	PROPOSED	ALLOWED
MAIN FLOOR	N/A	N/A
TOTAL FLOOR AREA	350 SF	N/A

View Royal GIS Map showing 335 Stewart Ave property boundaries

B.C. Land Surveyor's Site Plan of Lot 17, Plan 1888

DATE: SEP. 29, 2020 SHEET: A-101

Page 68–75

PLANS

1: FOUNDATION PLAN

3/8" = 1'-0"

TYP. 8" CONC FOUNDATION WALL ON 16" STRIP FOOTING TO SIT ON APPROVED BEARING.
COMPACTED GRANULAR FILL COMPACTED.
2FT X 2FT PAD FOOTING, WITH POST SADDLE. CONTRACTOR TO DETERMINE SADDLE.
DIMENSIONS: 26' - 0" x 14' - 4 1/4".

Foundation plan detail showing dimensions and annotations

Detail of the pad footing annotation on the foundation plan

Detail of the foundation wall annotation

2: MAIN FLOOR PLAN

3/8" = 1'-0"

EXISTING FLAG STONE TO BE REINSTATED AS FINISHED FLOOR.
FULL SPAN SLIDING PATIO DOORS BY OTHERS.
WINDOWS: (3) 72" x 18", (2) 60" x 18".
DIMENSIONS: 25' - 11 3/4" x 14' - 11 3/4".

Main floor plan detail showing layout and openings

Detail of window schedules on floor plan

3: ROOF PLAN

3/8" = 1'-0"

ROOF TO BE STICK FRAMED ON SITE WITH HEAVY TIMBER FULL DIMENSION, 16-24" O.C.
DIMENSIONS: 28' - 0" x 20' - 3 11/16".
1' - 0" OVERHANGS TYPICAL.

SHEET: A-102

Page 68–75

ELEVATIONS

SCALE: 3/8" = 1'-0"

1: FRONT (NORTH) ELEVATION

FULL WIDTH SLIDER BY OTHERS.
ROOF TOP HEIGHT: 10' - 1 1/8".

2: RIGHT (WEST) ELEVATION

SHOWS SLOPE OF ROOF AND GLAZING.

3: REAR (SOUTH) ELEVATION

SHOWS (3) 72" X 18" WINDOWS.

4: LEFT (EAST) ELEVATION

SHOWS (2) 60" X 18" WINDOWS.

EXTERIOR FINISH SCHEDULE

ARCHITECTURAL CONCRETE FINISH
CUSTOM GLASS SLIDERS (BY OTHERS)
2X10 FULL DIMENSION FASCIA
STANDING SEAM METAL ROOF
ALUMINUM GUTTER

NOTES:

ALL WINDOWS TO MAINTAIN PROPER EGRESS AS PER BCBC.
WINDOW MULLIONS AND DESIGN TBD BY CLIENT AND WINDOW MANUFACTURER.
ALL WINDOWS VINYL, WATERPROOFING AND RAINSCREEN IS THE RESPONSIBILITY OF SIDING CONTRACTOR.
INTERFACE BETWEEN WINDOWS, DOORS AND SKYLIGHTS TO BE AIRTIGHT BY SEALING JOINTS BETWEEN A.B. AND WINDOW.

Elevation labels and floor level markers

SHEET: A-201

Page 68–75

SECTIONS

SCALE: 3/8" = 1'-0"

1: SECTION 1

SHOWS TYP. ROOF ASSEMBLY, WINDOW SLIDER, CAST IN PLACE WINDOWS, AND TYP. EXTERIOR CONC WALL.
GRABNULAR COMPACTED FILL OVER BEDROCK.
TYP FOUNDATION WALL INTO BEDROCK.

2: SECTION 2

SHOWS TYP. ROOF ASSEMBLY, CAST IN PLACE WINDOWS, AND RE-INSTATE EXISTING GARDEN.
GRABNULAR COMPACTED FILL OVER BEDROCK.

ASSEMBLIES

WALL ASSEMBLIES

EXT. CONC WALL: 8" CAST IN PLACE CONCRETE WALL W/ XYPEX ADD MIX.
EXT. GLASS SLIDER: WINDOW SLIDERS BY OTHERS.
FOUNDATION WALL: 8" CONC FOOTING ON STRIP FOOTING OR DIRECTLY INTO BED ROCK.

FLOOR ASSEMBLIES

EXT FINISHED FLOOR: COMPACTED GRANULAR FILL, RE-INSTATE EXISTING PATIO FLAGSTONE.

ROOF ASSEMBLIES

TIMBER FRAME ROOF: METAL STANDING SEAM ROOF, METAL GUTTER, WOOD FACIA, SELF ADHERED WATERPROOF MEMBRANE, 5/8" SHEATHING, 1 1/2" FIR T&G, CEDAR WOOD TIMBER ROOF JOIST.