SIGN PLAN: 1681 ISLAND HIGHWAY BURGER KING

Illuminated Channel Letter w/ Vacuum Formed Face

3 REQUIRED Drawing No. BK__-CL072x0066.120A Scale: 1/2"=1'-0"

Material Specifications

• .063 Aluminum coil return w/ formed aluminum retainer painted Brushed Aluminum.
• .188 Clear SG-10 vacuum formed face w/ translucent vinyl graphics applied to 2nd surface (2nd surface painted White).
• White LED illumination.

Vinyl Colours

• Orange: 3m 3630-84
• Red: 3m 3630-143

Dimensions

• Height: 6'-0" (1829 mm)
• Width: 5'-5 5/8" (1667 mm)
• Depth: 3" (76 mm)

Electrical Requirements

• 120v

Notes: Sign #1, Sign #2 & Sign #3 Sign Area: 3.05m2 each

Drawn By: B. Guse Date: July 16, 2020

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Electrical Installation Instructions - BK__-CL072x0066.120A

Sheet #: 1 OF 1

Bill of Materials

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

Weight: 83 LBS. CSA Sticker Required: 01 Drawn By: J. CEH (11-Jun-21) Checked By: C. LENZ (15 Jun 21)

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Illuminated Channel Letters - 1 Required

Drawing No. BK__-CL014x0236.120A Scale: 1/2"=1'-0"

Material Specifications

• 3" Aluminum letter coil returns painted GG Brushed Aluminum
• 3/16" White 7328 acrylic face w/ Silver Day / Night translucent vinyl applied to 1st surface
• 1" Silver Jewelite trimcap
• White LED illumination
• Formed aluminum raceway painted GG Brushed Aluminum

Dimensions

• Total Length: 19'-8" (5994 mm)
• 'F' letter height: 1'-1"

Electrical Requirements

• 120v

Notes: Sign #4 Sign Area: 1.98m2

Drawn By: B. Guse Date: March 17, 2021

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Structural Installation - Illuminated Channel Letters

BK__-CL014x0236.120A Sheet #: 1 OF 1

Installation Details

• LED ILLUM CHANNEL LETTERS, ACRYLIC FACES, .040" ALUM RETURNS, .063" ALUM BACKS
• ALUMINUM CARRIER BOX
• DRAIN HOLES AT LOW POINTS OF EACH LETTER. NOTE: MAKE FLUSH
• ALUM. CONSTRUCTED AWNING
• 1-1/2" x 1-1/2" ALUM ANGLE SUPPORTS
• SECURE SUPPORTS TO AWNING WITH #14 x 1" TEK SCREWS, x2 PLACES PER SUPPORT BRACKET

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

Weight: 81 LBS. CSA Sticker Required: 1 Drawn By: C. LENZ (03-MAY-21)

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Non-Illuminated Projecting Sign - 1 Required

Drawing No. BK__-PS109x0096.000F Scale: 1/2"=1'-0"

Description

Height restriction clearance bar with text: "The easiest game of limbo ever. Clearance 9' 0""

Specifications

• Aluminum constructed arm painted GG Brushed Aluminum
• Face of blade painted Akzo Nobel Red #20643
• Opaque White vinyl text
• 4" OD Pipe collar fabricated for 'swing away' clearance bar painted Akzo Nobel Red #20643
• Aluminum w/ Di-Noc Faux Wood Finish vinyl w/ horizontal grain

Dimensions

• Bar width: 8'-0" (2438 mm)
• Overall clearance: 9'-0 1/2" (2756 mm)

Drawn By: B. Guse Date: March 3, 2021

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Structural Drawing - Height Restriction Bar

BK__-PS109x0096.000A Sheet #: 1 OF 10

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

Notes

• 1/8" NOTE GAP
• NOTE: BOTTOM OF BASE PLATE COVER IS TO BE ALIGNED WITH BOTTOM OF POLE
• Ø1/2" PINCH BOLT
• NOTE: EXTRA CARE IN PANEL PRODUCTION, VINYL TO BE APPLIED PRIOR TO FORMING

Weight: 283.62 LBS. CSA Sticker Required: 00 Drawn By: F. BERGER (09-SEP-20) Checked By: C. LENZ (27-May-21)

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Foundation Details - Height Restriction Bar

BK__-PS109x0096.000A Sheet #: 7 OF 10

Bill of Materials

Design Notes

1. DESIGN LOADS AS PER 20XX FOR , VARIOUS: q 1/50 = X.XXkPa, Ss = X.X kPa, Sr = X.X kPa
2. PRESUMPTIVE ALLOWABLE SOIL BEARING CAPACITY: 2000 psf.
3. PRESUMPTIVE ALLOWABLE PASSIVE LATERAL SOIL RESISTANCE: 150 psf/ft.

Specifications

1. HSS SECTIONS SHALL CONFORM TO CSA G40.21M-350W.
2. STEEL PLATES SHALL CONFORM TO CSA G40.21M-300W.
3. REINFORCING STEEL SHALL CONFORM TO CSA G30.18-09 GRADE 400.
4. ANCHOR BOLTS TO BE MANUFACTURED FROM ASTM A-36 (A307) BAR OR GREATER.
5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AFTER 28 DAYS OF 25 MPa.
6. CONCRETE SHALL HAVE 4” - 5” SLUMP WITH 4% - 7% AIR ENTRAINMENT, VIBRATE DURING PLACEMENT.
7. ALL CONCRETE WORK TO BE IN CONFORMANCE WITH CSA-A23.1.
8. CONCRETE MUST BE POURED AGAINST UNDISTURBED SOIL, NO BACKFILL AROUND FOUNDATION.
9. 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.
10. CONCRETE REQUIRES A MIN. OF 7 DAYS OF CURE TIME PRIOR TO INSTALLATION OF SIGN.
11. CONNECTION BOLTS FOR SIGN BOXES SHALL CONFORM TO SAE J429 GRADE 5 OR GREATER.

Concrete Caisson Foundation

• 15M REBAR VERTICALS EQUALLY SPACED (MIN 6 PLACES)
• 10M REBAR CIRCULAR TIES WITH 9" LAP
• 3/4" DIA. ANCHOR BOLTS (ASTM A307)

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Proposed West Elevation

Project No: 12-25 Drawing No: A6 Scale: 1:50 Date: JUNE 2012

Signage Indicated

• Sign #3 - LOGO BK__-CL072x0066.120A

Elevation Notes

1. ALL FINISHES SHALL BE PER 2020 FINISH SCHEDULE REFER TO EXTERIOR FINISH SPECIFICATION ON DRAWING A11.
2. EXISTING STOREFRONT DOORS AND WINDOW WITH RED FRAME SHALL REMAIN.
3. NEW WALL LIGHT FIXTURE: MANUFACTURER: LSI, #VRS-FTW-5L-CW-MT-G-H3V, 50 MH, HERITAGE-SECURITY- RMC--TSN--LD-P5-MT, 175MH. REQD: 2, FINISH: BLACK, 120V. TO BE MOUNTED AT 4'-9" A.F.F. TYPICAL EXCEPT WHERE EXISTING LIGHT IS BEING REPLACED.
4. NEW SOFFIT LIGHT FIXTURE: REPLACE ALL REMAINING SOFFIT LIGHTS WITH MANUFACTURER: HERITAGE-SECURITY LIGHTING, LCL-SS11-120MH-S-HM-120/27
5. THE UNDERSIDE OF THE MANSARD SOFFIT SHALL BE PAINTED EP-2
6. EXISTING STANDING SEAM ROOF TO BE PAINTED EP-8 ACCORDING TO THE MANUFACTURES SPECIFICATIONS.
7. CONTRACTOR PROVIDE POWER TO ALL SIGN, CANOPY AND LIGHT BAND LOCATIONS AS REQUIRED AND MAKE FINAL ELECTRICAL CONNECTIONS TO EACH. COORDINATE WITH SIGN COMPANY POWER AND BLOCKING REQUIREMENTS.
8. HTH DONATION BOX MODEL F3000 MANUFACTURED BY HAYNIE CONTACT HAYNIE SPENCER. 513-929-1000.
9. WASH ALL EXISTING SURFACES AND REPAIR AS NECESSARY PRIOR TO APPLYING PAINT. EXISTING FINISH IS TO BE PREPARED AND PAINTED AS PER MANUFACTURER’S PAINT SPECIFICATIONS.
10. REPORT ANY DAMAGED AREAS OF EXISTING BUILDING AND EXISTING FINISHES OR LOOSE CAULKING TO BURGER KING PROJECT MANAGER.
11. PATCH ANY EXISTING DAMAGED STUCCO TO MATCH EXISTING. ALL VOIDS AND CRACKS TO BE EPOXY GROUTED PRIOR TO PAINTING.
12. REMOVE EXISTING LIGHT FIXTURES AND SIGNAGE ON BUILDING PRIOR TO PAINTING. INSTALL OR REPLACE LIGHTING FIXTURES AND SIGNAGE UPON COMPLETION OF PAINTING.
13. REPAINT ALL EXISTING BOLLARDS SAFETY YELLOW.
14. REMOVE ALL EXISTING SMOKER STANDS, SIGNS, DONATION BOXES AND OTHER WALL MOUNTED FIXTURES TO BE REMOVED PRIOR TO PAINTING AND REINSTALLED.
15. CONTRACTOR TO CO-ORDINATE BLOCKING AND SUPPORTS REQUIRED FOR ALL SIGNAGE AND CANOPIES WITH SIGN COMPANY.

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Proposed East Elevation

Project No: 12-25 Drawing No: A4 Scale: 1:50 Date: JUNE 2012

Signage Indicated

• Sign #1 - LOGO BK__-CL072x0066.120A
• Sign #4 - Tagline BK__-CL014x0236.120A

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Proposed North Elevation

Project No: 12-25 Drawing No: A5 Scale: 1:50 Date: JUNE 2012

Signage Indicated

• Sign #2 - LOGO BK__-CL072x0066.120A

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Site Plan & Context Plan

Project No: 12-25 Drawing No: AS1 Scale: 1/8" = 1'-0" Date: JUNE 2012

Project Statistics

• Municipal Address: 1681 Old Island Highway, View Royal, British Columbia
• Zoning: C1
• Site Area: 55,391.46 SQ. FT. (5146.1 SQ.M.)
• Building Area (Burger King): 4603.97 SQ.FT. (427.14 SQ. M.)
• Parking Statistics:
  • Required: 51 stalls
  • Existing: 65 stalls

Site Plan Notes

1. THESE DRAWINGS ARE COMPILED FROM INFORMATION SUPPLIED BY OWNER AND SHOULD BE VERIFIED BY CONTRACTOR AT BID TIME.
2. CONTRACTOR TO FIELD VERIFY ALL SITE CONDITIONS AND DIMENSIONS PERTINENT TO WORK BEING PERFORMED, PRIOR TO STARTING CONSTRUCTION, AND REPORT ANY DISCREPANCIES OR VARIANCES.
3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES
4. MAKE GOOD ALL EXISTING THAT IS DISTURBED BY NEW WORK.
5. GC RESPONSIBLE FOR ANY REPAIRS OR RELOCATION ASSOCIATED WITH GREASE/PLUMBING/ GAS WORK.
6. ALL EXISTING ASPHALT PAVING AND CONCRETE CURBS ARE TO BE RETAINED. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE. CONTRACTOR IS TO REPAIR TO MATCH EXISTING AT NO COST TO OWNER.
7. ALL EXISTING CONCRETE SIDEWALKS ARE TO BE RETAINED. CONTRACTOR IS TO REPAIR TO MATCH EXISTING AT NO COST TO OWNER. ALL SIDEWALKS ARE TO BE RESTORED TO PRE-CONSTRUCTION CONDITIONS.
8. EXISTING CURBS AND ASPHALT THAT ARE REMOVED AS NOTED, MAKE GOOD TO MATCH EXISTING SURFACES.
9. NEW ASPHALT IN ALL AREAS EXPOSED TO BE REPAIRED TO MATCH EXISTING
10. REMOVE EXISTING ASPHALT BETWEEN NEW CURBS AND ISLANDS.

Signage Notes

Sign Installer Responsibilities:

1. PROVIDE ALL DRAWINGS NECESSARY FOR SIGN PERMITS.
2. APPLY FOR, OBTAIN AND PAY FOR ALL REQUIRED SIGN PERMITS.
3. COORDINATE EXCAVATION OF SIGN FOUNDATIONS WITH G.C..
4. SET ANCHOR BOLTS OR BASE PLATES AS REQUIRED.
5. COMPLETE SIGN INSTALLATION.
6. REMOVE EXCESS DEBRIS, ROUGH GRADE AREA FOR LANDSCAPING.

General Contractor Responsibilities:

1. COORDINATE EXCAVATION OF SIGN FOUNDATIONS WITH SIGN SUPPLIER.
2. PROVIDE POWER TO ALL SIGN LOCATIONS AS REQUIRED.
3. MAKE FINAL ELECTRICAL CONNECTIONS TO EACH SIGN.