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Council Meeting/Documents/Attachment 6: Elevations
Appendix

Attachment 6: Elevations

September 6, 2022Page 13311 sections

Structural elevation drawings (North, South, East, West) for the proposed detached garage.

1 CALL TO ORDER
Architectural drawings showing North East, North West, South West, and South East elevations, Section A-A', and Section B-B' for a garage structure. The page includes technical specifications, a site plan diagram with topographical elevation points, and calculation tables for average grade.
Architectural drawings showing North East, North West, South West, and South East elevations, Section A-A', and Section B-B' for a garage structure. The page includes technical specifications, a site plan diagram with topographical elevation points, and calculation tables for average grade.
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1 FOUNDATION

SUGGESTED CONCRETE REINFORCEMENT TABLE, TO BE VERIFIED BY ENGINEER

FOOTING: 1'-6" X 8" DP STRIP, 2-15M REBAR LONGITUDINALLY CONT. U.N.O.

CONCRETE WALLS: 8" CONCRETE WALL W/ APPROVED WATER PROOF MEMBRANE ON BOTH SIDES TYP. 15M REBAR HORIZONTALLY IN WALL @ 12" CENTRES

  • (2) BARS @ TOP OF WALL CENTERED IN CONCRETE WALL U.N.O. RECOMMEND WIRE MESH REINFORCEMENT IN ALL CONCRETE SLABS TO AVOID CRACKS

FOUNDATION: SOLID BEARING PRESSURE IS ASSUMED TO BE A MINIMUM OF 1500 P.S.F. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED MATERIAL ALL CONCRETE SHALL BE 3500 PSI @ 28 DAYS RECOMMEND 30% FLY ASH IN ALL CONCRETE NOTE: 5/8" ANCHOR BOLTS PLACED 12" AWAY FROM CORNERS AND @ 32" O.C. C/W NUTS AND WASHERS AROUND PERIMETER

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2 CONCRETE SLAB

6" CONCRETE SLAB W/ 6"X6" MESH OR FIBRE REINFORCEMENT, 15M ON 24" GRID ON 6 MIL POLY ON 3" RIGID INSULATION ON 5" COMPACT SAND OR GRAVEL

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3 EXTERIOR WALLS

HARDIE PANEL VERTICAL PLANK SIDING TO MATCH SIDING OF EXISTING HOUSE (TBC BY CLIENT) W/ VERTICAL BATTENS AND CORNER POSTS AS PER DRAWING ON TYVEK AIR BARRIER OR EQUIVALENT ON 1/2" PLYWOOD SHEATHING 2X6 @ 16" O.C. FRAMED WALL R24 BATT INSULATION 6MM POLY V.B. (SEALED W/ ACOUSTICAL SEALANT) INTERIOR FINISH TO OWNER'S SPEC (1/2" PLYWOOD OR 1/2" GWB, PRIMED)

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4 ROOF SYSTEM

ROOF SYSTEM TO MATCH EXISTING HOUSE ON ICE AND WATER SHIELD 1/2" O.S.B. SHEATHING W/ EDGE CLIPS BETWEEN RAFTERS TRUSS SYSTEM AS PER MANUFACTURER R20 MIN. BATT INSULATION W/ 2" AIRSPACE (ROOF VENTILATION FROM SCREENED VENTED SOFFIT TO VENTED RIDGE CAP) 6MM POLY V.B. W/ ACOUSTICAL SEALANT ON 1X STRIPS 1/2" GWB, PRIMED - UNLESS OWNER SPECIFIES OTHER

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5 GLAZING

WINDOW SIZE SHOWN IN FEET AND INCHES, WIDTH BY HEIGHT VINYL WINDOW TO MATCH RESIDENCE, ARGON FILLED, DOUBLE GLAZED, W/ ENERGY STAR RATING OR BETTER CONTRACTOR TO DOUBLE CHECK WINDOW SIZES AND R/O DIMENSIONS LISTED W/ MANUFACTURER'S LISTED R/O DIMENSIONS AND W/ FRAMED OPENING DIMENSIONS PROVIDED FOR VINYL SASH AND FRAME 1/2" THERMAL GLAZING IN THERMAL BREAK VINYL FRAMES MIN.

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6 MANDOOR

EXTERIOR DOOR - TBS BY CLIENT DOOR SIZE SHOWN IN FEET AND INCHES, WIDTH BY HEIGHT CONTRACTOR TO DOUBLE CHECK DOOR SIZE AND R/O DIMENSIONS LISTED W/ MANUFACTURER'S LISTED R/O DIMENSIONS AND W/ FRAMED OPENING DIMENSIONS. REFER TO DETAIL PAGE FOR SILL AND FLASHING

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7 OVERHEAD DOOR

GARAGE DOOR - AVANTE GLASS AND ALUMINUM DOOR BY CLOPAY - TBS BY CLIENT DOOR SIZE SHOWN IN FEET AND INCHES, WIDTH BY HEIGHT CONTRACTOR TO DOUBLE CHECK DOOR SIZE AND R/O DIMENSIONS LISTED W/ MANUFACTURER'S LISTED R/O DIMENSIONS AND W/ FRAMED OPENING DIMENSIONS

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AVERAGE GRADE RESIDENCE

POINT GRADE AVG. OF POINTS DISTANCE TOTAL
A 10.10 A-B 1/2 (10.10+10.10) 4.50 45.45
B 10.10 B-C 1/2 (10.10+10.10) 1.20 12.12
C 10.10 C-D 1/2 (10.10+10.10) 3.75 37.875
D 10.10 D-E 1/2 (10.10+10.10) 8.25 81.675
E 9.7 E-F 1/2 (10.10+9.7) 2.55 24.735
F 9.7 F-G 1/2 (9.7+9.1) 11.25 105.75
G 9.1 G-H 1/2 (9.1+9.1) 6.00 54.60
H 9.1 H-I 1/2 (9.1+9.1) 3.30 30.03
I 9.1 I-K 1/2 (9.1+9.1) 5.70 51.87
K 9.1 K-L 1/2 (9.1+9.7) 6.00 55.20
L 9.7 L-M 1/2 (9.7+9.7) 5.70 55.29
M 9.7 M-N 1/2 (9.7+9.6) 7.80 75.27
N 9.6 N-O 1/2 (9.6+9.6) 4.05 38.88
O 9.6 O-P 1/2 (9.6+9.6) 0.6 5.76
P 9.6 P-Q 1/2 (9.6+9.6) 2.25 21.60
Q 9.6 Q-A 1/2 (9.6+10.10) 10.50 103.425
TOTAL 83.40 800.73

AVERAGE = 9.60

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AVERAGE GRADE DETACHED GARAGE

POINT GRADE AVG. OF POINTS DISTANCE TOTAL
R 10.10 R-S 1/2 (10.10+10.10) 4.50 45.45
S 10.10 S-T 1/2 (10.10+9.80) 7.50 74.625
T 9.80 T-U 1/2 (9.80+9.80) 4.50 44.10
U 9.80 U-R 1/2 (9.80+10.10) 7.50 74.625
TOTAL 24.00 238.80

AVERAGE = 9.95

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PROJECT INFORMATION

Address: 780 Humboldt Street Victoria, BC V8W 4A1 250.882.5156 info@theskyisthelimitdesign.com

Client: JO-ANNE AND JOHN WILSON 49 TOVEY CRESCENT VICTORIA BC V9B 1A4 LOT 3 - SECTION 92 ESQUIMALT DISTRICT PLAN 5895

Design Notes: Design plans are provided for the fair use by the client or his agent in completing the project as listed in the contract with this company. Design plans remain the property of this firm and can not be used or re-used without permission. All dimensions and size designations are subject to verification on job site and adjustment to fit job condition.

Drawings:

  • ELEVATIONS (Scale 1:50)
  • ASSEMBLIES LIMITING DISTANCES CALCULATION

Date: AUGUST 15, 2022

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Extracted from: 2022 09 06 Council Agenda - Agenda - Pdf