Committee of the Whole/Documents/Attachment 4: Sign Plans and Structural Drawings

Appendix

Attachment 4: Sign Plans and Structural Drawings

November 8, 2022Pages 246–2505 sections

Technical design specifications and engineering drawings for the proposed digital menu boards and order confirmation units.

October 26, 2021Drawing BK_-PS116x0084.125BLoads calculated per BCBC 2018

Order Confirmation Unit

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

Side View Callouts

7'- 0" (2134) canopy depth
Aluminum constructed canopy painted GG Brushed Aluminum
Clearance 9' 0"
Opaque White A6001-O vinyl applied to 1st surface (*this side only)
4 1/2" canopy thickness
9'-5 1/2" height to top of front canopy edge
10'- 0" (3048) total unit height

Front View Callouts

5'- 11 3/4" (1822) total canopy width
2'-10" (864) width of main unit upper section
FLAME GRILLING SINCE 1954 text
Opaque White A6001-O vinyl applied to 1st surface
Aluminum painted BK Silver (x2 speaker opening)
Samsung OHF 46" display
Aluminum formed w/ Di-Noc Faux wood finish vinyl w/ horizontal grain
2'-3" (686) display width
Formed aluminum cover painted Akzo Nobel Red #20643
5 1/4" base detail height
2'-7" base width
8'-3" total unit height
5'-3" (1600) display unit body height

Isometric View Note

*Fabricate post attachment to canopy for 'swing away' design

Overhead View Callouts

5'-11 3/4" canopy width
7'-0" total depth
3'-7 1/4" unit width
Dashed area represents White Lexan w/ White LED for downward illumination
3'-7 1/4" unit depth

Drawing Information

Drawing No.: BK __-PS116x0084.125B
Electrical Requirements: 120V
Structural Reference: BK __-PS116x0084.125B
Locations: Various Locations Canada
Date: March 3, 2021
Drawn By: B. Guse
Revisions:
- May 19, 2020: REVISED LEXAN DIMENSIONS (B. Guse)
- October 26, 2021: REVISED STRUCTURAL DRAWING REFERENCE TO REFLECT RECENT EFFICIENCIES MADE IN STRUCTURAL REVISION (B. Guse)

Page 246–250

Projecting Drive Thru Canopy

Location: 1681 OLD ISLAND HIGHWAY, VIEW ROYAL, VICTORIA, BC Drawing No.: BK __-PS116x0084.125B Sheet: 1 OF 2

[Diagram: Side and front elevation structural drawings of the OCU canopy and support post]

Structural Notes and Dimensions

7" x 7" x 1/2" STEEL MATCH PLATE w/ Ø 3 1/2" SCH40 STEEL PIPE STUB SECURED TO CANOPY w/ Ø 1/2" x 1 1/2" HEX BOLTS - (4) PL., Ø 3" SCH80 STEEL PIPE STUB SLEEVED INTO POST w/ Ø 3/4" PINCH BOLTS
7'-0" canopy length
4 1/2" canopy height
9'-11 1/4" total height to top of canopy
8'-8 1/2" mid-post height mark
9'-3 15/16" height to bottom of canopy
5'-11 3/4" total canopy width
1'-9 1/2" offset from post center
2" x 4" x 1/8" STEEL TUBE CANOPY FRAME w/ ACM CLADDING
LED DOWNWARD ILLUMINATION
ALUMINUM SIGN BOX ATTACHED TO STEEL STRUCTURE w/ #10x1 1/2" C'SUNK TEK SCREW - (x10) PL.
REMOVABLE BACK PANEL ATTACHED w/ #10x1 1/2" C'SUNK TEK SCREW - (x4) PL.
SPEAKER w/ DOME COVER
MICROPHONE
4" x 4" x 1/4" HSS WELDED TO TOP OF STEEL BASE PLATE
Weld Symbols: 1/4" TYP., 1/4" 3 PASSES
2'-10 1/8" width of main unit body
2'-7" base width
5'-3" total display unit height
4'-4 1/2" display unit body height
1'-2 3/4" bottom of unit height from base
5 1/4" base height

Design Notes

LOADS AS PER B.C.B.C 2018 FOR VIEW ROYAL, VICTORIA, BC AREA:
- WIND q(1/50) = 0.57 KPa
- SNOW Ss = 1.1 KPa, Sr = 0.2 KPa
GENERAL WELD NOTE: 1/8" FILLET WELD REQ'D UNLESS OTHERWISE NOTED

Project Details

Drawn By: C. LENZ, 25-Oct-21
Checked By: C. LENZ, 25 Oct 21
Total Amp Draw: 6.3 A @ 120 V

Page 246–250

Projecting Drive Thru Canopy - Foundation Details

Location: 1681 OLD ISLAND HIGHWAY, VIEW ROYAL, VICTORIA, BC Drawing No.: BK __-PS116x0084.125B Sheet: 2 OF 2

Structural diagrams for plywood pattern, anchor bolts, and concrete caisson foundation

Parts List

#	PART	QTY	DESCRIPTION	WIDTH	LENGTH
1	AB005	4	Ø3/4" ANCHOR BOLT		3'-0"
2	PAT308	1	3/4" PLYWOOD PATTERN - Ø3/4"-8"x8"	11"	11"

Concrete Caisson Foundation Notes

15M REBAR VERTICALS EQUALLY SPACED
10M REBAR CIRCULAR TIES WITH 9" LAP
3/4" DIA. ANCHOR BOLTS (ASTM A307)
1 1/2" DIA. ELECTRICAL CONDUIT IN CONCRETE BASE
2'-0" Diameter caisson
(6) 15M VERTICAL REBAR
(11) 10M REBAR CIRCULAR TIES
8'-0" total depth
6" from grade to top of concrete
3" CLEARANCE at bottom
CONDUIT MIN 18" BELOW GRADE
DMB - (x4) 1" CONDUITS: x2 - POWER, x1 - DATA, x1 - SPEAKER / MICROPHONE (IF REQUIRED)

Design Notes

DESIGN LOADS AS PER BCBC 2018 FOR VICTORIA, BC: q 1/50 = 0.57 KPa, Ss = 1.1 KPa, Sr = 0.2 KPa
PRESUMPTIVE ALLOWABLE SOIL BEARING CAPACITY: 2000 psf.
PRESUMPTIVE ALLOWABLE PASSIVE LATERAL SOIL RESISTANCE: 150 psf/ft.

Specifications

HSS SECTIONS SHALL CONFORM TO CSA G40.21M-350W.
STEEL PLATES SHALL CONFORM TO CSA G40.21M-300W.
REINFORCING STEEL SHALL CONFORM TO CSA G30.18-09 GRADE 400.
ANCHOR BOLTS TO BE MANUFACTURED FROM ASTM A-36 (A307) BAR OR GREATER.
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AFTER 28 DAYS OF 25 MPa.
CONCRETE SHALL HAVE 4” - 5” SLUMP WITH 4% - 7% AIR ENTRAINMENT, VIBRATE DURING PLACEMENT.
ALL CONCRETE WORK TO BE IN CONFORMANCE WITH CSA-A23.1.
CONCRETE MUST BE POURED AGAINST UNDISTURBED SOIL, NO BACKFILL AROUND FOUNDATION.
IF BACKFILL IS REQUIRED, IT IS TO BE PLACED IN SUITABLY COMPACTED LAYERS (DEPTHS SELECTED IN ACCORDANCE WITH THE EQUIPMENT USED), WITH EACH LAYER COMPACTED TO 95% MODIFIED PROCTOR DENSITY.
CONCRETE REQUIRES A MIN. OF 7 DAYS OF CURE TIME PRIOR TO INSTALLATION OF SIGN.
CONNECTION BOLTS FOR SIGN BOXES SHALL CONFORM TO SAE J429 GRADE 5 OR GREATER.

Page 246–250

S/S Digital Menu Board

Scale: 1/2" = 1'-0"

Side and front renderings of the triple pedestal digital menu board

Dimensions and Features

2 7/16" (62 mm) display depth
8 1/16" (205 mm) pedestal depth
6'- 1 7/8" (1877 mm) total display width
5'-1 5/8" (1565 mm) display cabinet height
3'-6 1/4" (1073 mm) visible display area height
1'-8 13/16" (528 mm) pedestal width
Note: -As per structural drawing ( Site Specific )
Total Cabinet Area: 2.01 m2

Material Specifications

Internal frame materials: Steel, powder coated Pantone 425 ( Matte Grey )
External covers: Aluminum power coated Pantone 2479CP ( Matte Black )
External perimeter trim: Aluminum power coated Pantone 425 ( Matte Grey )
Digital display equipment: Samsung outdoor display model OH46F (3)

Power & Data Requirements

Power supply: 120v Single Phase 60HZ 20A
Data feed: CAT6 cable with RJ45 Termination

Drawing Information

Drawing No.: BK __-MB082x0074.150A
Electrical Requirements: 120V
Drawn By: B. Guse
Date: July 9, 2021

Page 246–250

ODMB, 46" Triple Pedestal Menu Display

Location: 1681 OLD ISLAND HIGHWAY, VIEW ROYAL, VICTORIA, BC Drawing No.: BK __-MB013574.150A1 Sheet: 1 OF 1

[Diagram: Structural elevation and footing details for the triple pedestal menu display]

Parts List

#	PART	QTY	DESCRIPTION	LENGTH
1	BOLT146	4	3/4" x10" WEDGE BOLT
2	NUT011	12	3/4" STEEL HEX NUT - GRADE 5
3	WASH047	12	Ø3/4" STEEL WASHER
4	PLY002	1	ROUTED PLYWOOD PATTERN ITEM #4 NOT SHOWN	1'-8"

General Notes

EXISTING MENU BOARD AREA = 67 SF
NEW MENU BOARD AREA = 35.5 SF
PROPOSED MENU BOARD HAS SIGNIFICANTLY LESS WIND LOAD THAN EXISTING MENU BOARD
BOLTS MUST BE TRIMMED TO FIT INSIDE OF BASE COVER

Wedge Bolt Installation Procedure

CUT ANY EXISTING BOLTS FLUSH TO GRADE
DRILL Ø3/4" HOLE - 7" INTO EXISTING CONCRETE USING PLYWOOD PATTERN PROVIDED
BLOW OUT HOLE / CLEAN HOLE
PLACE WEDGE BOLTS INTO DRILLED HOLES
PLACE WASHER AND NUT
TIGHTEN INTO PLACE - MIN 4" ABOVE GRADE
MINIMUM EMBEDMENT OF 5.625" BELOW TOP OF BASE

Design Notes

LOADS AS PER BCBC - 2018 FOR VIEW ROYAL, VICTORIA, AREA:
- WIND q(1/50) = 0.57 kPa
- SNOW Ss = 1.1 kPa, Sr = 0.2 kPa

Drawing Details

Drawn By: A. SARIN, 27-Sep-22
Released for Permit: A. SARIN, 28-Sep-22
Weight: 629 LBS

Page 246–250

Document Images

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Extracted from: 2022 11 08 Committee of the Whole Agenda - Agenda - Pdf