Attachment 4: Technical Sign Plans - Pride Signs
Detailed structural drawings and specifications for the proposed drive-thru order confirmation units and menu boards.
Order Confirmation Unit
Quantity: 1 required Scale: 3/8" = 1'-0" Drawing No: BK__-PS116x0084.125B Electrical Requirements: 120v

Design and Material Specifications
- Canopy Construction: Aluminum constructed canopy painted GG Brushed Aluminum.
- Canopy Side Vinyl: Opaque White A6001-0 vinyl applied to 1st surface (*this side only).
- Canopy Front Vinyl: Opaque White A6001-0 vinyl applied to 1st surface.
- Clearance: 9'-0"
- Speaker Openings: Aluminum painted BK Silver (x2 speaker opening).
- Digital Display: Samsung OHF 46" display.
- Body Finish: Aluminum formed w/ Di-Noc Faux wood finish vinyl w/ horizontal grain.
- Base Cover: Formed aluminum cover painted Akzo Nobel Red #20643.
- Post Attachment: *Fabricate post attachment to canopy for 'swing away' design.
- Overhead View Note: Dashed area represents White Lexan w/ White LED for downward illumination.
Dimensions
- Overall Height: 10'-0" (3048 mm)
- Canopy Depth: 7'-0" (2134 mm)
- Canopy Width: 5'-11 3/4" (1822 mm)
- Display Section Width: 2'-10" (864 mm)
- Unit Face Width: 2'-7"
- Main Body Depth: 5 1/4"
Revision History
- May 19, 2020 4:18 PM: B. Guse - REVISED LEXAN DIMENSIONS
- October 26, 2021 8:28 AM: B. Guse - REVISED STRUCTURAL DRAWING REFERENCE TO REFLECT RECENT EFFICIENCIES MADE IN STRUCTURAL REVISION
Drawn By: B. Guse Date: March 3, 2021 Various Locations, Canada
Projecting Drive Thru Canopy
Drawing No: BK__-PS116x0084.125B Sheet #: 1 of 2 Location: 1681 Old Island Highway, View Royal, Victoria, BC
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
- SNOW Sr = 0.2 KPa
- General Weld Note: 1/8" FILLET WELD REQ'D UNLESS OTHERWISE NOTED
Structural Components and Details
- Canopy Frame: 2" x 4" x 1/8" STEEL TUBE CANOPY FRAME w/ ACM CLADDING
- Mounting Hardware:
- 7" x 7" x 1/2" STEEL MATCH PLATE w/ Ø 3 1/2" SCH40 STEEL PIPE STUB SECURED TO CANOPY w/ 1/2" x 1 1/2" HEX BOLTS - (4) PL.
- 3" SCH80 STEEL PIPE STUB SLEEVED INTO POST w/ 3/4" PINCH BOLTS
- Sign Box: ALUMINUM SIGN BOX ATTACHED TO STEEL STRUCTURE w/ #10x1 1/2" C'SUNK TEK SCREW - (x10) PL.
- Back Panel: REMOVABLE BACK PANEL ATTACHED w/ #10x1 1/2" C'SUNK TEK SCREW - (x4) PL.
- Base Plate Connection: 4" x 4" x 1/4" HSS WELDED TO TOP OF STEEL BASE PLATE
- Welding Specification: 1/4" TYP., 3 PASSES
- Electrical/Audio:
- LED DOWNWARD ILLUMINATION
- SPEAKER w/ DOME COVER
- MICROPHONE
- Total Amp Draw: 6.3 A @ 120 V
Drawn By: C. Lenz Date: 25-Oct-21 Checked By: C. Lenz
Projecting Drive Thru Canopy - Foundation Details
Drawing No: BK__-PS116x0084.125B Sheet #: 2 of 2
Bill of Materials
| # | 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" |
Foundation and Reinforcement Details

- Caisson Diameter: Ø 2'-0"
- Caisson Depth: 8'-0"
- Vertical Reinforcement: (6) 15M VERTICAL REBAR EQUALLY SPACED
- Ties: (11) 10M REBAR CIRCULAR TIES WITH 9" LAP
- Conduits: DMB - (x4) 1" CONDUITS (x2 - POWER, x1 - DATA, x1 - SPEAKER / MICROPHONE IF REQUIRED)
- Conduit Depth: CONDUIT MIN 18" BELOW GRADE
- Concrete Clearance: 3" CLEARANCE
Foundation 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.
1681 Old Island Highway, View Royal, Victoria, BC
S/S Digital Menu Board
Drawing No: BK__-MB082x0074.150A Electrical Requirements: 120v

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
Dimensions
- Total Cabinet Area: 2.01 m²
- Overall Height: 5'-1 5/8" (1565 mm)
- Cabinet Width: 6'-1 7/8" (1877 mm)
- Screen Section Height: 3'-6 1/4" (1073 mm)
- Base Width: 1'-8 13/16" (528 mm)
Drawn By: B. Guse Date: July 9, 2021 Various Locations, Canada
ODMB, 46" Triple Pedestal Menu Display
Drawing No: BK__-MB013574.150A1 Sheet #: 1 of 1 Location: 1681 Old Island Highway, View Royal, Victoria, BC Weight: 629 LBS
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" |
Installation 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
- Note: BOLTS MUST BE TRIMMED TO FIT INSIDE OF BASE COVER
Wedge Bolt Installation Procedure
- CUT ANY EXISTING BOLTS FLUSH TO GRADE
- DRILL 3/4" 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
- SNOW Sr = 0.2 kPa
Drawn By: A. Sarin Date: 27-Sep-22 Released for Permit: A. Sarin, 28-Sep-22
