44
EXTERIOR & INTERIOR RE-IMAGE McDONALD'S NATIONAL ID NO. 40204 674 QUEENSTON RD., HAMILTON, ON L8G 1A3 COLOUR SCHEME : ALPHABET STRUCTURAL ARCHITECTURAL T : (416) 481.1678 Toronto, ON M4P 1L3 291 Eglinton Ave. East AVENUE ARCHITECTURE INC. @ CONTACT: SHEFALI KUMAR T : (416) 250. 5065 Toronto, ON M6A 1R1 10 Regina Avenue CONTACT: LAWRENCE TSE E-MAIL: [email protected] E-MAIL: [email protected] TSE CONSULTANTS INC. MECHANICAL & ELECTRICAL T : (905) 773.0200 F : (866) 830.5484 Newmarket, ON L3Y 0B3 3-490 Harry Walker Parkway South MECHANICAL CONTACT: SHAWN RICHARDS EMAIL: [email protected] BK CONSULTING INC. ELECTRICAL CONTACT: RON HING EMAIL: [email protected] Drawing No. Date Scale Drawn By: Project No. DRAWINGS REVISED AS PER DESIGN BULLETIN Description ISSUE TABLE No. Date (mon/dd/yy) JULY 20, 2017 AVENUE ARCHITECTURE INC. @ Drawing Title Project Location Store Type This drawing is owned by or licensed for use by McDonald's Restaurants of Canada Limited (or its affiliated or related companies) and may not be reproduced, used, downloaded, disseminated, published, or transferred in any form or by any means, except with the prior written consent of McDonald's Restaurants of Canada Limited. Copyright infringement is a violation of federal law subject to criminal and civil penalties. Do not scale the drawings. The Contractor is to verify all dimension and conditions on the project and to report any discrepancies to the McDonald's Restaurants of Canada Limited representative prior to commencing work. These drawings are not to be used for construction purposes unless indicated by McDonald's Restaurants of Canada Limited as "issued for construction". IMPORTANT NOTE: ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED ON SITE. RESTAURANT RE-IMAGE (EXTERIOR & INTERIOR) McDONALD'S RESTAURANTS OF CANADA LIMITED 1 McDONALD'S PLACE TORONTO, ONTARIO M3C 3L4 TELEPHONE: (416) 443-1000 McDONALD'S NATIONAL ID NO. 40204 674 QUEENSTON RD., HAMILTON, ON L8G 1A3 ISSUED FOR CONSTRUCTION DATE 01 REVISIONS Description No. Date (mon/dd/yy) Description No. Date (mon/dd/yy) MD-2016-40204 JULY 20, '17 ISSUED FOR BUILDING PERMIT QA Level Check 1: QA Level Check 2: QA Level Check 3: SHEFALI KUMAR T : (416) 481.1678 Toronto, ON M4P 1L3 291 Eglinton Ave. EAST COVER SHEET N/A A0.0 SEPIDEH ABAII SEPIDEH ABAII CRISTINA FLORES

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Page 1: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

EXTERIOR & INTERIOR RE-IMAGE

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

COLOUR SCHEME : ALPHABET

STRUCTURALARCHITECTURAL

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. East

AVENUE ARCHITECTURE INC.

@CONTACT: SHEFALI KUMAR

T : (416) 250. 5065

Toronto, ON M6A 1R1

10 Regina Avenue

CONTACT: LAWRENCE TSE

E-MAIL: [email protected]

E-MAIL: [email protected]

TSE CONSULTANTS INC.

MECHANICAL &

ELECTRICAL

T : (905) 773.0200 F : (866) 830.5484

Newmarket, ON L3Y 0B3

3-490 Harry Walker Parkway South

MECHANICAL CONTACT: SHAWN RICHARDS

EMAIL: [email protected]

BK CONSULTING INC.

ELECTRICAL CONTACT: RON HING

EMAIL: [email protected]

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurants

of Canada Limited (or its affiliated or related companies) and may not be

reproduced, used, downloaded, disseminated, published, or transferred in

any form or by any means, except with the prior written consent of

McDonald's Restaurants of Canada Limited. Copyright infringement is a

violation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project and

to report any discrepancies to the McDonald's Restaurants of Canada

Limited representative prior to commencing work. These drawings are not

to be used for construction purposes unless indicated by McDonald's

Restaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

COVER SHEET

N/A

A0.0

SEPIDEH ABAII

SEPIDEH ABAII

CRISTINA FLORES

Page 2: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

GENERAL NOTES

· ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIORTO CONSTRUCTION. CONTRACTOR SHALL NOTIFY MCDONALDS PROJECT MANAGER AND ARCHITECT IF ANYDISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADECHANGES. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONEDUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS, IF SUCH NOTIFICATION HAS NOTBEEN GIVEN.

· PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALLREQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED; NO CONSTRUCTION OR FABRICATION SHALLBEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED PLANS, AND OTHERDOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

· ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THEREQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.

· THE LOCATIONS OF UNDERGROUND UTILITIES IS UNKNOWN. IT SHALL BE THE CONTRACTORS FULLRESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TOSTARTING CONSTRUCTION. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FORDAMAGE AND REPAIR TO THESE UTILITIES CAUSED BY WORK FORCE.

· CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROVIDING PEDESTRIAN PROTECTION DURINGCONSTRUCTION TO COMPLY WITH ALL MUNICIPAL, PROVINCIAL AND NATIONAL CODES.

· THIS PERMIT DOES NOT APPROVE ANY EXTERIOR SIGNS; SEPARATE PERMITS ARE REQUIRED FOR SIGNAGE.

· ALL WORK COMPLETED BY ANY CONTRACTOR ON THIS PROJECT MUST BE DONE AS SPECIFIED. ANYQUESTIONS OR DISCREPANCIES, CONTACT ARCHITECT.

· REFER TO FURNITURE SUPPLIER DRAWINGS TO DRILL HOLES FOR THE CORED STEEL WORK OF FURNITURE(CHAIRS, STOOLS, COUNTER, TABLE AS SPECIFIED).

GENERAL NOTES / CONDITIONSSYMBOL LEGEND AND

OBC DATA MATRIX

N/A

A1.0

THE ARCHITECT NOTED ABOVE HAS EXERCISEDRESPONSIBLE CONTROL WITH RESPECT TODESIGN ACTIVITIES. THE ARCHITECT'S SEALNUMBER IS THE ARCHITECT'S BCDN.

COMBUSTIBLE NON-COMBUSTIBLE

NOXYES

YES

PROVIDED UNDER BASE BUILDING PERMIT (IF APPLICABLE)

NO

NO

PROVIDED UNDER BASE BUILDING PERMIT (IF APPLICABLE)

YES

ENTIRE BUILDING (EXISTING)

BASEMENT ONLY

PROVIDED UNDER BASE BUILDING PERMIT (IF APPLICABLE)

NOT REQUIRED

IN LIEU OF ROOF RATING

3.2.2.28 (2012 ONTARIO BUILDING CODE Div. B)

2 STREET 3.2.2.10

(m)-- -- (ft)(ft)28'-7"

0 BELOW GRADE

8.43 (m)

1 ABOVE GRADE

NOT APPLICABLE

GROUP

PART 3

PART 9

PART 11ALTERATION

ADDITION

NEW

X

CONSTRUCTION TYPE

HIGH BUILDING

FIRE ALARM SYSTEM

STANDPIPE SYSTEM

SPRINKLER SYSTEM

BUILDING CLASSIFICATION

NUMBER OF STREETS

BUILDING HEIGHT (approx.)

NUMBER OF STORIES

BUILDING AREA

MINOR OCCUPANCY

MAJOR OCCUPANCY

PROJECT DESCRIPTION

11

12

13

14

5

6

7

8

9

10

4

3

2

1

DIVISION

SOUTH (ELEV 2/A4.4)

EAST (ELEV 1/A4.4)

NORTH (ELEV 2/A4.3)

WEST (ELEV 1/A4.3)

CONSTRUCTION TYPELISTED DESIGN OR

DESCRIPTION

ACTUAL % OF

OPENINGS

PERMITED MAX. %

OF OPENINGS

LIMITING

DISTANCE (m)

WALL

AREA OF

EBF (m²)

SPATIAL SEPARATION15

CERTIFICATE OF PRACTICE NUMBER: 4432

FIRM NAME: AVENUE ARCHITECTURE INC.

291 EGLINTON AVE. EASTTORONTO, ON M4P 1L3

X

BUILDING CODE DATA MATRIX (ref: 2012 Ontario Bulding Code Div. B)

X

X

L/H OR H/L

X

A

EXISTING TO REMAIN

2

LOCATION : McDONALD'S RESTAURANT #40204674 QUEENSTON RD.,HAMILTON, ON L8G 1A3

X BOTH

TOTAL BUILDING AREA: 5,381 sq. ft. (500 sq.m)

SYMBOLS

NOTE REFERENCE

ELEVATION NUMBERDRAWING NUMBER

SECTION NUMBERDRAWING NUMBER

DETAIL NUMBERDRAWING NUMBER

1A1

1A1

1A1

1

DENOTES CEILING TYPE

101 EQUIPMENT NUMBER

W1 WALL TYPE

T-4 FINISH TAG

PUBLICAREA

102

DOOR TAG

ROOM NAME & NUMBER

BUILDING SECTION NUMBERDRAWING NUMBER

1A1

TOP OF TOWER

30'-0" ELEVATION HEIGHT

D1

WINDOW TAGF1

EN

10'-10"CT1 /EXISTING OR NEW

DENOTES CEILING HT./EXISTING OR NEW

EXISTING TO REMAIN

EXISTING TO REMAIN

ALL WORK TO BE COMPLETED SHALL BE IN ACCORDANCE WITH LOCALAUTHORITY HAVING JURISDICTION; THIS SHALL INCLUDE BUT IS NOT LIMITED TO:

i. NATIONAL BUILDING CODE (NBC / NATIONAL BUILDING CODE 2010) ii. PROVINCIAL BUILDING CODE (OBC / ONTARIO BUILDING CODE 2012) iii. REGIONAL BY-LAWS, REGULATIONS AND STANDARDS iv. MUNICIPAL BY-LAWS, REGULATIONS AND STANDARDS v. ETC.

IN THE EVENT OF CONTRADICTION BETWEEN JURISDICTIONAL REQUIREMENTS,THE MORE LOCALIZED JURISDICTION SHALL BE ENFORCED.IN THE EVENT THAT A LOCALIZED JURISDICTION IS SILENT ON A SUBJECTDEFINED UNDER HIGHER LEVEL JURISDICTION, THE HIGHER LEVEL JURISDICTIONSHALL BE ENFORCED.ALL REFERENCES TO OBC OR NBC SHALL BE INTERPRETED AS THE LATESTAMENDED VERSIONS OF THESE REFERENCES IN FORCE AT TIME OF PERMITISSUANCE.REFERENCES TO STANDARDS (IE: CSA; CAN/ULC; ASTM; NFPA) SHALL BEINTERPRETED AS THE LATEST VERSION OF THE STANDARD IN FORCE AT TIMEOF PERMIT ISSUANCEALL CONSTRUCTION TO MEET THE REQUIREMENTS FOR FLAME SPREADRATING AND SMOKE DEVELOPED CLASSIFICATION FROM THE AUTHORITYHAVING JURISDICTIONALL INTERIOR FINISHING MATERIALS AND ALL WALL FINISHES TO HAVE AFLAME SPREAD RATING NO GREATER THAN 150.GC TO ENSURE A SMOOTH TRANSITION BETWEEN ALL FLOOR FINISHES.

GENERAL CONDITION

GENERAL CONTRACTOR (GC) SHALL REVIEW ALL DOCUMENTS FORMINGPART OF THE TENDER PACKAGE AND REQUEST CLARIFICATION FROM THEARCHITECT ON ALL ITEMS NOT CLEARLY IDENTIFIED OR UNDERSTOOD BYGC OR SUB-TRADES IN THE FORM OF AN RFIGC SHALL VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL ANDDECOR DRAWINGS AS THEY APPLY FOR EACH TRADE AS APPLICABLE TOTHE PROJECTGC SHALL REVIEW ALL TENDER DOCUMENTATION FROM THE CLIENT ANDREQUEST CLARIFICATION ON ANY AND ALL ITEMS THAT ARE NOTCLEARLY UNDERSTOOD IN THE FORM OF AN RFI TO THE CLIENTGC TO REPORT ANY AND ALL DISCREPANCIES IN DRAWINGS TO THEARCHITECT; FAILURE TO REPORT DISCREPANCIES SHALL VOID ANYREQUESTS FOR ADDITIONAL COSTGC TO VERIFY AND CONFIRM LEAD TIME ON ANY AND ALL MATERIALS,SYSTEMS, COMPONENTS AND/OR FINISHES WITHIN 1 WEEK OF PROJECTBEING AWARDED IN ORDER TO ENSURE TIMELY DELIVERY ANDCOORDINATION OF SAME; GC SHALL BE RESPONSIBLE FOR ANYADDITIONAL FEES (IE: RUSH DELIVERY) FOR ITEMS ORDERED OUTSIDEGENERALLY ACCEPTABLE DELIVERY TIMELINES (IE: WITHIN 1 WEEK OFINSTALLATION FOR ITEMS USUALLY SHIPPED IN A 4 TO 6 WEEK TIMELINE)GC IS RESPONSIBLE OF ENSURING THAT ADEQUATE BLOCKING ISPROVIDED AT ALL DOOR LOCATION, MILLWORK SUPPORT AREA,GRAB BAR LOCATION, T.V. LOCATION AND WASHROOM PARTITIONSUPPORT AREA.

GENERAL REQUIREMENTS

DRAWINGS ARE NOT TO BE SCALEDDIMENSIONS NOT SPECIFICALLY SHOWN ON DRAWINGS SHALL BEREQUESTED FROM THE ARCHITECT; SUCH REQUEST SHALL BE IN THE FORMOF AN E-MAIL INCLUDING A PICTURE OF THE DRAWING WHERE THEDIMENSION IS MISSING, HIGHLIGHTING SUCH AREAGC, SUB-TRADES AND SUPPLIERS TO VERIFY ALL DIMENSIONS ON SITEPRIOR TO FABRICATION; REPORT ANY AND ALL DISCREPANCIES BETWEENSITE AND DRAWINGS TO ARCHITECTGC TO FIELD MARK ALL WALLS, PARTITIONS AND MILLWORK LOCATION ONFLOOR PRIOR TO FABRICATION OF THESE ITEMS; REPORT DISCREPANCIESAND/OR REQUEST CLARIFICATIONS ON AREAS NOT AS PER DRAWINGSALL INTERIOR WALLS ARE DIMENSIONED TO CENTER LINE OF WALLALL EXTERIOR ELEVATIONS ARE DIMENSIONED TO FINISH FACE OFSHEATHING (NOT TO MATERIAL FINISH)

DIMENSIONS

NO ALTERNATES OR SUBSTITUTIONS FROM SPECIFIED MATERIALS, SYSTEMSAND/OR COMPONENTS SHALL BE PERMITTED WITHOUT WRITTEN APPROVALBY THE ARCHITECT AND/OR CONSULTANTS; SUCH APPROVAL SHALL BEREVIEWED AND COUNTER-SIGNED BY THE CLIENTREQUESTS FOR ALTERNATES OR SUBSTITUTIONS FROM SPECIFIEDMATERIALS, SYSTEMS AND/OR COMPONENTS SHALL NOT BE INCLUDED INBASE BID AMOUNT; REFER TO TENDER DOCUMENTS FOR FURTHERINFORMATION ON ALTERNATES / SUBSTITUTIONS AND HOW THEY ARE TO BEAPPLIED TO BID AMOUNTREQUESTS FOR ALTERNATES OR SUBSTITUTIONS SHALL BE IN THE FORM OFA COMPARATIVE GRID LISTING ALL THE SPECIFICS OF THE ALTERNATEMATERIAL, SYSTEM OR COMPONENT AGAINST THE SPECIFIED MATERIAL,SYSTEM OR COMPONENT LISTED IN THE DRAWINGS;MATERIALS, SYSTEMS OR COMPONENTS THAT DO NOT MATCH OR EXCEEDANY OF THE SPECIFICATIONS FOR THE LISTED MATERIAL, SYSTEM ORCOMPONENT WILL NOT BE CONSIDERED OR APPROVEDALTERNATES OR SUBSTITUTIONS

ALTERNATES OR SUBSTITUTIONS

GC, AND/OR SUB-TRADES, TO SUPPLY SHOP DRAWINGS FOR MATERIALS,SYSTEMS, COMPONENTS AND/OR FINISHES AS REQUIRED BASED ONCONSULTANT SPECIFIC REQUIREMENTS; REFER TO “SHOP DRAWINGS REQUIRED”LIST ON CONSULTANT SPECIFICATIONS PAGEANY COSTS RELATING TO THE REMEDIATION OF WORK REQUIRING SHOPDRAWINGS HAVING BEEN FABRICATED, SUPPLIED AND/OR INSTALLED WITHOUTTHE REVIEW OR APPROVAL BY THE CONSULTANT LISTING SUCH MATERIAL,SYSTEM, COMPONENT AND/OR FINISH SHALL BECOME THE RESPONSIBILITY OFTHE GC AND ITS SUB-TRADESSHOP DRAWINGS SHALL BE FORWARDED VIA E-MAIL BY THE GC TO THEARCHITECT FOR DISTRIBUTION TO THE CONSULTANTS; ARCHITECT SHALL RETURNALL SHOP DRAWINGS BY RESPONDING TO ORIGINATING E-MAIL; ALL SHOPDRAWING CORRESPONDENCE TO INCLUDE THE CLIENT’S PROJECT MANAGERSHOP DRAWINGS MAY BE SUBMITTED IN HARD COPY FORMAT BY REGISTEREDMAIL THROUGH THE GC; HARD COPIES SHALL BE REVIEWED BY CONSULTANTAND RETURNED IN DIGITAL FORMAT VIA E-MAIL; CONSULTANT SHALL NOT BEHELD LIABLE FOR DELAYS IN RETURNING SHOP DRAWINGS SENT VIA NONREGISTEREDMAILSHOP DRAWINGS FOR MATERIALS, SYSTEMS AND/OR COMPONENTS THAT ARENOT SPECIFIED ON THE DRAWINGS, AND WERE NOT APPROVED AS ACCEPTABLEALTERNATES OR SUBSTITUTES, WILL NOT BE ACCEPTEDREQUIRED SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS:a. STRUCTURAL STEEL SHOP DRAWINGSb. DOOR AND HARDWARE SHOP DRAWINGSc. ELECTRICAL DISTRIBUTION SHOP DRAWINGSd. PLUMBING FIXTURES AND RELATED COMPONENTSe. WASHROOM PARTITIONSf. WASHROOM GRAB BARSg. ACM PANEL LAYOUT AND SHOP DRAWINGS

SHOP DRAWING

GC TO SUPPLY ADEQUATE BLOCKING FOR ALL CEILING SUSPENDEDBULKHEADS AND DECOR ELEMENTSALL SUSPENSION RODS AND SUPPORTS FOR SUSPENDED DECOR ELEMENTSSHALL BE BY MEANS OF UNISTRUT HANGERSALL LIGHT FIXTURES, DIFFUSERS, RETURN GRILLES, AND OTHER CEILINGSUPPORTED ELEMENTS SHALL BE SECURED TO THE BUILDING TRUSSES

SUSPENDED ELEMENTS

REQUEST FOR INFORMATION/CLARIFICATION (RFI/RFC)

ALL REQUESTS FOR INFORMATION (RFI) DURING TENDERING PROCESS SHALL BEFORWARDED TO THE TENDER ISSUER AND PROJECT MANAGER FORDISTRIBUTION TO THE ARCHITECT AND CONSULTANTSALL RFIs SENT DIRECTLY TO THE ARCHITECT AND/OR CONSULTANTS DURINGTENDER PROCESS WILL BE IGNORED UNLESS THEY ARE SENT VIA THE TENDERISSUER AND/OR PROJECT MANAGERDURING TENDER PROCESS, ALL RFIs SHALL BE DRAFTED IN A MANNERDIRECTED BY THE TENDER ISSUER FOR REVIEWDURING TENDER PROCESS, THE ARCHITECT AND CONSULTANTS SHALL ONLYRESPOND TO RFIs TO THE TENDER ISSUER DIRECTLY, COPYING THE PROJECTMANAGER;THE ARCHITECT AND CONSULTANTS SHALL REPORT ANY DIRECTCORRESPONDENCE FROM THE BIDDERS TO THE TENDER ISSUER AND PROJECTMANAGER; THIS COULD RESULT IN THE CANCELLATION OF BIDSONCE TENDER IS AWARDED, THE GC SHALL SUBMIT RFCs DIRECTLY TO THEARCHITECT AND COPY THE PROJECT MANAGERRFCs SHALL BE SENT VIA E-MAIL CORRESPONDENCE AND INCLUDE ENOUGHINFORMATION TO ASSESS THE CLARIFICATION SUCH AS, BUT NOT LIMITED TO,DRAWING NUMBER AND PAGE NUMBER ON DRAWING SET, PICTURE OF AREAOF CONCERN FROM SITE, PICTURE OF DRAWING INDICATING AREA OFCONCERN, ETC.RESPONSES TO RFCs WILL BE RETURNED VIA E-MAIL CORRESPONDENCE BY A“REPLY-ALL” ON THE ORIGINATING E-MAIL WITH A CLARIFICATION, CHANGENOTICE OR TIMELINE FOR RESPONSECLARIFICATIONS DEEMED TO NECESSITATE AN INCREASE IN CONTRACT PRICEAND/OR PROJECT SCOPE, SHALL BE IMMEDIATELY REPORTED TO THEPROJECT MANAGER FOR ASSESSMENT AGAINST THE PROJECT BUDGET

CONTEMPLATED CHANGE NOTICES (CCN)

CLARIFICATIONS DEEMED TO REFLECT AN INCREASE IN CONTRACT PRICEAND/OR PROJECT SCOPE, SHALL BE SUBJECT TO A CONTEMPLATEDCHANGE NOTICEUPON RECEIPT OF A CCN DURING CONSTRUCTION, THE GC SHALLPROVIDE FOR A FEE PROPOSAL TO CARRY OUT THE WORK OUTLINED INTHE CCN AND SUBMIT TO THE PROJECT MANAGER AND ARCHITECTTHE PROJECT MANAGER SHALL REVIEW THE CCN AND THE FEEPROPOSAL TO CARRY OUT THE WORK AND EITHER AUTHORIZE THE WORKTO PROCEED OR REQUEST ALTERNATES TO COMPLETE THE AFFECTEDAREASGC SHALL ONLY CARRY OUT THE WORK OUTLINED IN A CCN UPONSIGNED APPROVAL BY THE PROJECT MANAGERANY WORK LISTED AS PART OF A CCN CARRIED OUT WITHOUT APPROVALBY THE PROJECT MANAGER SHALL BE THE RESPONSIBILITY OF THE GCAND COSTS ASSOCIATED WITH THE WORK SHALL BE ABSORBED BY THEGC

BUILDING INSULATION / SOUND ATTENUATION BATTS

THE BUILDING ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH THEREQUIREMENTS LISTED UNDER OBC SB-10 AND THE REQUIREMENTS OFASHRAE 90.1-2010THE BUILDING ENVELOPE SHALL BE FULLY INSULATED WITH EXCEPTION TODOORS, WINDOWS, ROOF PENETRATIONS AND BUILDING SERVICEPENETRATIONS AS PERMITTED UNDER THE REQUIREMENTS OF ABOVECLAUSEGC SHALL PROVIDE IN HIS BID PRICING FOR MAINTAINING EXISTING INSULATIONOF THE BUILDING ENVELOPE REGARDLESS OF DISCREPANCIES OR OMISSIONS OFSUCH INSULATION IN THE ATTACHED DRAWINGS, WHETHER ON THE FLOORPLANS, BUILDING SECTIONS, WALL SECTIONS, PLAN DETAILS AND/ORDETAIL SECTIONS, WETHER THE DRAWING IDENTIFIES SUCH OMISSION FORCLARITY OF DETAIL OR NOTADDITIONAL FEES RELATING TO INSULATION WITHIN THE BUILDING ENVELOPESHALL NOT BE CONSIDEREDWALLS SEPARATING THE KITCHEN FROM THE LOBBY SPACE, AND WALLSSURROUNDING THE WASHROOMS SHALL BE PROVIDED WITH SOUNDATTENUATION BATTS FROM FLOOR TO ABOVE CEILING SPACE (IF NOT PROVIDED).

FIRE SEPARATION, SMOKE BAFFLE AND RATED ASSEMBLIES

REQUIRED FIRE SEPARATIONS, SMOKE BAFFLES AND RATED ASSEMBLIESARE INDICATED ON THE DRAWINGS BASED ON THEIR LOCATION ANDREQUIRED RATINGS;THE WALL SEPARATION BETWEEN THE GARBAGE ROOM AND THERESTAURANT IS A REQUIRED RATED ASSEMBLY THAT MUST MEET THEREQUIREMENTS FOR A 1 HOUR RATING INCLUDING THE DOOR AND ITSHARDWARE, SHOULD ONE BE REQUIRED PER PLANSJANITOR’S CLOSETS ARE REQUIRED TO HAVE A 1 HOUR RATING FOR THEWALLS, THE CEILING, THE DOOR AND RELATED HARDWARE; FIREDAMPERS ARE ALSO REQUIRED AT THE EXHAUST LOCATIONDRAWINGS MAY REFERENCE CAN/ULC ASSEMBLIES FOR REQUIREDCONSTRUCTION METHODOLOGY; DETAILED INFORMATION REGARDINGTHESE LISTED ASSEMBLIES SHALL BE PROVIDED TO THE GC ON AN ASREQUESTED BASIS.A SMOKE BAFFLE SHALL BE PROVIDED IN THE CEILING SPACE SEPARATINGTHE KITCHEN FROM THE LOBBY AREA; THIS SMOKE BAFFLE HALL BECOMPOSED OF A CONTINUOUS LAYER OF ½ DRYWALL ON 1 SIDE OF FRAMINGMEMBERS, CONTINUOUS FROM TOP OF CEILING TO UNDERSIDE OF ROOFDECK

CLEANLINESS OF SITE

GC TO ENSURE THAT SITE IS MAINTAINED IN A CLEAN AND ORDERLYFASHION THROUGHOUT DURATION OF PROJECTDRYWALL CONTRACTOR IS RESPONSIBLE FOR FINAL CLEAN-UP ANDVACUUM IN READINESS OF PAINTINGALL TRADES ARE RESPONSIBLE FOR THE DAILY REMOVAL OFCONSTRUCTION DEBRIS FROM THE SITECONTRACTOR IS TO HAND OVER THE STORE IN CLEAN CONDITION AND TOTHE SATISFACTION OF THE PROJECT MANAGER

AS-BUILTS

GENERAL CONTRACTOR AND ALL SUB-TRADES ARE TO DISCUSSDEVIATIONS FROM THE DRAWINGS WITH THE CONSULTING TEAM PRIOR TOCONSTRUCTIONALL DEVIATIONS SHALL BE APPROVED AND RECORDED ON THE SITE COPYOF THE CONSTRUCTION DOCUMENTSDEVIATIONS FROM THE CONSTRUCTION SET OF DRAWINGS THAT ARE NOTAPPROVED BY THE CONSULTING TEAM AND/OR THE PROJECT MANAGER;DEVIATIONS DEEMED TO BE AGAINST MCDONALD’S STANDARDS AND/ORIN VIOLATION OF REGULATORY REQUIREMENTS (IE: OBC, ESA, ETC.) SHALLBE CORRECTED AT THE GC’S COSTGENERAL CONTRACTOR SHALL PROVIDE CONSULTING TEAM WITH A COPYOF THE CONSTRUCTION DOCUMENTS NO LATER THAN 10 CALENDAR DAYSFOLLOWING THE SUBSTANTIAL COMPLETION OF THE PROJECT

LEGAL AUTHORITY

1

2

3

4

5

6

7

8

1

2

3

4

5

6

12

3

4

56

1

2

3

4

1

2

3

4

5

6

1

2

3

1

2

3

4

5

6

7

8

9

1

2

3

4

5

1

2

3

4

5

1

2

3

4

5

1

2

3

4

1

2

3

4

REQUIRED FIRE

RESISTANCE RATING

LISTED DESIGN NO.

(ULC NO.)

SUPPORTING

ASSEMBLY (FRR)

REQUIRED FRR

HORIZONTAL

ASSEMBLY (FRR)

15

FLOOR

ROOF

WALL

---

----

- -

- ---

---

- ---- ---

127 PUBLIC 3.1.17.1 (1) (c) (ii)

MALE

REQUIRED

PROVIDED

PLUMBING REQUIREMENT

OCCUPANT LOAD

14

3.7.4.3.(4)

2

2

FEMALE 3.7.4.3.(4)

2

2

NAME OF PROJECT: EXTERIOR & INTERIOR RENOVATION

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

SEPIDEH ABAII

SEPIDEH ABAII

CRISTINA FLORES

44.74 40 100% 58.5%5.15 : 1

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SEPIDEH ABAII

N/A

A1.1

RESPONSIBILITYMATRIX

SEPIDEH ABAII

CRISTINA FLORES

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

McDONALD'S REPORT/REVIEW RESPONSIBILITY CHART (GC TO

COORDINATE)

NO. CONSULTANT DATE

RECEIVED

DATE

FORWARDED

TO

PM/ARCHITECT

NOTES REPORT CONTACT

INFO

NAME PHONE NO.

& EMAIL

1 ARCHITECTURAL

2 STRUCTURAL

3 STRUCTURAL

4 STRUCTURAL

5 STRUCTURAL

6 MECHANICAL

7 MECHANICAL

8 MECHANICAL

9 MECHANICAL

10 ELECTRICAL

11 ELECTRICAL

McDONALD'S VENDOR RESPONSIBILITY CHART (GC TO COORDINATE)

NO. ITEM VENDOR MODEL NO.

GC McD GC McD GC GC

NOTES

SUPPLIER CONTACT INFO

SUPPLIED&

INSTALLEDSUPPLIED INSTALLED

SUPPLIED&

INSTALLEDROUGH-IN NAME PHONE NO. & EMAIL

1KITCHEN EQUIPMENT PACKAGE &COORDINATION OF EQUIPMENTSTART-UPS

H&K CANADA INC. X X X REFER TO KITCHENDRAWINGS STUART GOULDING, H&K 1-800-387-5863 ext. 2228

[email protected]

2

START-UP OF FRYERS, FILLET BUNSTEAMER, UNIVERSAL BUN TOASTER,SHAKE/SUNDAE COMBO MACHINE,SMOOTHIE MACHINE, & OTHER MISC.KITCHEN EQUIPMENT ITEMS

H&K CANADA INC.through LOCAL

TECHNICIANX X COORDINATED BY H&K STUART GOULDING, H&K 1-800-387-5863 ext. 2228

[email protected]

3 ANSUL SYSTEM INSTALL & STAR-UPH&K CANADA INC.

through LOCALTECHNICIAN

X X COORDINATED BY H&K STUART GOULDING, H&K 1-800-387-5863 ext. [email protected]

4 BALOON & SMOKE TEST GENERALCONTRACTOR X

TESTING COORDINATED BYGC WITH LOCALJURISDICTION

GENERAL CONTRACTOR

5REFRIGERATION SYSTEM HOOK-UP FORSSBS, ABS, DRINK TOWER,FREEZER/COOLER

H&K CANADA INC.through LOCAL

TECHNICIANX X X COORDINATED BY H&K STUART GOULDING, H&K 1-800-387-5863 ext. 2228

[email protected]

6ABS, SSBS, DRINK TOWER,INSTALLATION OF BACK-ROOMPACKAGE

COCA-COLA X X REFER TO KITCHENDRAWINGS

BRIAN MORRISON,COCA-COLA

[email protected]

7 WATER FILTRATION SYSTEM COCA-COLA X X BRIAN MORRISON,COCA-COLA

[email protected]

8POS SYSTEM (REGISTERS, PRINTERS,MONITORS, ETC), BACK OFFICECOMPUTER EQUIPMENT

NCR X X JOHN PILIECI, NCR [email protected]

9 DATA CABLING FOR RE-IMAGEPROJECTS NCR X X JOHN PILIECI, NCR 416-927-1041

[email protected]

10 DATA CABLING FOR NEW BUILD,RELOCATION, & REBUILD PROJECTS

GENERALCONTRACTOR X GENERAL CONTRACTOR

11 BUILDING SIGNAGE PACKAGE, DTSIGNAGE PACKAGE

PATTISON SIGNGROUP X X X

GARRY SIGOUIN, PATTISONSIGN GROUP - WEST

[email protected]

SHAHIN FARAJI, PATTISONSIGN GROUP - CENTRAL, EAST& ATLANTIC

613-247-5372 [email protected]

11A WASHROOM SIGNAGE PATTISON SIGNGROUP X

GARRY SIGOUIN, PATTISONSIGN GROUP - WEST

[email protected]

SHAHIN FARAJI, PATTISONSIGN GROUP - CENTRAL, EAST& ATLANTIC

613-247-5372 [email protected]

12 CUSTOMER ORDER DISPLAY (COD) FORDRIVE-THRU EVERBRITE INC. X X COORDINATION BY

PATTISON SIGN GROUP STEPHANIE MACKIE 888-857-4078 ext. [email protected]

13 FURNITURE PACKAGE & DÉCORELEMENTS ARTITALIA X X TBD TBD

14 FLOOR & WALL TILE OLYMPIA TILE X DEANNA MALONEY,OLYMPIA TILE

416-785-9555 ext. [email protected]

15 PATIO FURNITURE

ARTITALIAOR

CHARTER HOUSEINNOVATIONS

(CHI)

X X X

BECKY KASTNER, ARTITALIAGROUP

514-643-0114 ext. [email protected]

KIM PROCTOR, CHARTERHOUSE INNOVATIONS (CHI)

[email protected]

16 PATIO POSTS & HARDWARE EASI-SERVPRODUCTS INC. X FELIPE MONTIEL, EASI-SERV

[email protected]

17 PATIO GLAZING

GENERALCONTRACTOR

OREASI-SERV

PRODUCTS INC.

X

GENERAL CONTRACTOR

FELIPE MONTIEL, EASI-SERVINC.

[email protected]

18 DRIVE-THRU WINDOWS EASI-SERVPRODUCTS INC. X X FELIPE MONTIEL, EASI-SERV

[email protected]

19 DRIVE-THRU HEATED AIR CURTAIN THERMOSCREENS JET 3 X SCOTT FERGUSON, BIDDLE 866-693-4333

[email protected]

20 PLAYPLACE TOY STRUCTURE SPI OR SOFT PLAY X GC TO CONFIRM SUPPLIERWITH PROJECT MANAGER

CYNTHIA MASTERS, SPI [email protected]

BRIAN ROCKLIN, SOFTPLAY -ONTARIO AND EASTERNCANADA

[email protected]

TREVOR ZAHARA, SOFTPLAY -WESTERN CANADA

[email protected]

21 INTERIOR LIGHTING WESCO X REFER TO ELECTRICALDRAWINGS

KEITH ROSE, WESCO -CANADA WIDE EXCEPTQUEBEC

[email protected]

MARIO LAMONTAGNE,WESCO - QUEBEC

514-343-9856 ext. [email protected]

22 DIGITAL MENU BOARDS NCR X X SUKHPAL SINGH, NCR [email protected]

23 GRIP FIT MAGNETIC WALL GRAPHICSINTEGRATED

MERCHANDISINGSYSTEMS (IMS)

X X CUSTOMER SERVICE [email protected]

24 SLIMLINE POP LIGHT BOXESINTEGRATED

MERCHANDISINGSYSTEMS (IMS)

EL-SB-SS(SINGLE-SIDED)

EL-SB-TB(DOUBLE-SIDED)

X X X GC TO PROVIDE POWERAND INSTALL CUSTOMER SERVICE

[email protected]

25 WALL GRAPHICS TI GROUP X X CONFIRM WHETHER GCOR MCD PLACES ORDER GAIL AKER, TI GROUP 416-293-2306

[email protected]

26 LCD TELEVISION SCREENS ANDMOUNTING BRACKETS BEST BUY X X X ORDERED THROUGH BEST

BUYCHRIS MACKENZIE, BESTBUY CANADA LTD.

[email protected]

27 HEADSET SYSTEM VARIOUS X X

HARVEY KALICHMAN, H.M.ELECTRONICS

905-542-1115 ext. [email protected]

DON ANGUS, SOUNDPRODUCTS

800-263-4996 ext. [email protected]

28 VEHICLE DETECTOR LOOP H. K.ELECTRONICS X X X ASHLEY FOURNIER, H.K.

ELECTRONICS905-542-1115 ext. [email protected]

29 RAKER BOXES RAKER X X X JEFF MOORE,RAKER-RAYMAR

[email protected]

30 CO2 TANK & FILL BOX PRAXAIR X DAMIEN O'FLAHERTY,PRAXAIR

[email protected]

31 HAND DRYER WESCO COMAC BLAST X X BLACK; TWO IN EACHCUSTOMER WASHROOM.

KEITH ROSE, WESCO -CENTRAL & WEST REGIONS

[email protected]

MARIO LAMONTAGNE,WESCO - EAST REGION

514-343-9856 ext. [email protected]

32 TOILET TISSUE DISPENSER H&K CANADA INC. #09615 X XORDER TISSUE FROMMARTIN-BROWER, WRIN#0585-068

Stuart Goulding - H&K 1 800 387 5863 ext [email protected]

33 PAPER TOWEL DISPENSER H&K CANADA INC. X X Stuart Goulding - H&K 1 800 387 5863 ext [email protected]

34 LIQUID SOAP DISPENSER ECOLAB X XCOORDINATED BY PM (5)DAYS PRIOR TO STOREOPENING

MARTIN-BROWERORDER FROM LOCALMARTIN-BROWERDISTRIBUTION CENTRE

35 WAREWASHER/START-UP ECOLAB X XCOORDINATED BY PM (5)DAYS PRIOR TO STOREOPENING

CUSTOMER SERVICE, ECOLAB 800-352-5326

36 CLEANING CHEMICAL DISPENSERSET-UP ECOLAB X

COORDINATED BY PM (5)DAYS PRIOR TO STOREOPENING

CUSTOMER SERVICE, ECOLAB 800-352-5326

37 FIREPLACE DIMPLEX BLF50 X X CONTRACTOR TO SUPPLYCREDIT CARD TO DIMPLEX DIMPLEX 877-362-1101

[email protected]

38 MUSIC VARIOUS X X

DON ANGUS, SOUNDPRODUCTS

800-263-4996 ext. [email protected]

DAVID MALLOZZI, DMXMUSIC

[email protected]

39 USED OIL RECOVERY SYSTEM VARIOUS X X

FRONTLINE INTERNATIONALINC. - WESTERN CANADA

[email protected]

SANIMAX - ONTARIO &EASTERN CANADA 800-361-4269

40 COMPACTORMODERN WASTE

PRODUCTS(BINPAK)

X X X SUSAN BROWN, MODERNWASTE PRODUCTS

[email protected]

41 LOT LIGHT POLES AND FIXTURES WESCO Cree LED Fixtures X X X XGC TO ALLOW FOR COSTOF CRANE FOR LOT LIGHTINSTALLATION

KEITH ROSE, WESCO -CENTRAL & WEST REGIONS

[email protected]

MARIO LAMONTAGNE,WESCO - EAST REGION

514-343-9856 ext. [email protected]

42 AIR / VAPOR BARRIER VAPRO SHIELD X GC TO INSTALL UNDERMETAL PANELS AS A

VISUAL SUBSTITUTE UNTILMETAL PANELS ARRIVE

AUDRA COGGIN - AB & BC [email protected]

ROB COX - ON & QC [email protected]

MATTHEW BRUNT - EASTERNCANADA

[email protected]

McDONALD'S VENDOR RESPONSIBILITY CHART (GC TO COORDINATE) (CONTD.)

43 ARCHITECTURAL STONE RICHVALE YORKBLOCK INC.

X COLOURS: WELLINGTON,EXECUTIVE BROWN, ONYX,

DOVER GREY

TINO CORRADO [email protected]

44 ALPOLIC METAL PANELS VARIOUS ASOUTLINED IN

CCDC DOCUMENT

X REGIONALCONTACTS/VENDORS

REGIONALCONTACTS/VENDORS

45 METAL SIDING (AD-150/AD-300) VARIOUS ASOUTLINED IN

CCDC DOCUMENT

X REGIONALCONTACTS/VENDORS

REGIONALCONTACTS/VENDORS

46 HVAC VARIOUS X X X X GC TO ALLOW FOR COSTOF CRANE TO LIFT RTUs

ON ROOF

GRAHAM STUART, AERCOINDUSTRIES

[email protected]

PIERRE RANCOURT, AIREX(QUEBEC)

[email protected]

47 SECURITY ALARM VARIOUS X X X SYSTEM TO BE DESIGNEDBY SUPPLIERS AND

COORDINATED WITHSTORE AND FRANCHISEEPRIOR TO HAND OVER.

ED FITCHETT - FITCHSURVEILLANCE SYSTEMS -ONTARIO & MARITIMES

416-2351818www.fitch.ca

DANIEL JEAN - STANLEY(MICROTEC) - QUEBEC ONLY

888-277-2825514-955-2825 ext. 227

www.microtec.caTIM NEILL - ATLAS ALARMSLTD. - WESTERN CANADA

877-955-2003604-876-5000

48 CCTV SYSTEM VARIOUS X X SYSTEM TO BE DESIGNEDBY SUPPLIERS AND

COORDINATED WITHSTORE AND FRANCHISEEPRIOR TO HAND OVER.

ED FITCHETT - FITCHSURVEILLANCE SYSTEMS -ONTARIO & MARITIMES

416-2351818www.fitch.ca

KEVIN GANGOO - PCPOSSYSTEMS - ONTARIO

800-603-6420905-831-8478www.pcpos.ca

DANIEL JEAN - STANLEY(MICROTEC) - QUEBEC ONLY

888-277-2825514-955-2825 ext. 227

www.microtec.caHANAET DIGITAL VIDEORECORDERS - ATLANTIC

CANADA

902-406-5432506-866-3626

[email protected] NEILL - ATLAS ALARMSLTD. - WESTERN CANADA

877-955-2003604-876-5000

49 BOLLARD COVERS SUREGUARDSECURITY

PRODUCTS

GRAY W/ WHITEREFLEXTIVE

STRIPS(752GYGYWH-A)

X SUREGUARD 1-800-756-3537

50 SELF-ORDER KIOSKS WINCOR-NIXDORF X X ANGIE FRASER,WINCOR-NIXDORF

416-904-2659angela.fraser.ext@wincor-

nixdorf.com

51 TABLE LOCATORS LRS XMICHAEL SILVERTHORNE, LRS

[email protected]

52 McCAFE GLAZING, TIMBER SCREENS,WINDOW VALANCES

INTERIORSYSTEMS INC. (ISI)

X X X X INCLUDING IMS & POPMERCHANDISING

JOHN WORTHINGTON,INTERIOR SYSTEMS

902-926-9091

53 HEADSET CABINET X X DAVE GALLAGHER 604-828-5033

54 CBS GRAPHIC & McCAFE BOARD IMS X X [email protected]

55 PATIO HEATERS OWNER OPERATOR'SRESPONSIBILITY

56 PATIO LIGHTS OWNER OPERATOR'SRESPONSIBILITY

57 LOCKERS H&K CANADA INC. X X X REFER TO KITCHENDRAWINGS PHIL WHYTE 1-800-441-4404 EXT. 2206

58 SSBS COUNTER AND CABINETS H&K CANADA INC. X X REFER TO KITCHENDRAWINGS

PHIL WHYTE 1-800-441-4404 EXT. 2206

59 BIKE RACK CORA X AL MARION, CORA 604-437-4415

60 DECOR HALF WALLS/ PONY WALLS X REFER TO DETAILS ONFLOOR PLAN

61 DATA DISCONNECT AND CONNECTIONFOR RE-IMAGE PROJECTS

OWNER OPERATOR'SRESPONSIBILITY

NO. ITEM VENDOR MODEL NO.

GC McD GC McD GC GC

NOTES

SUPPLIER CONTACT INFO

SUPPLIED&

INSTALLEDSUPPLIED INSTALLED

SUPPLIED&

INSTALLEDROUGH-IN

FINALCONNECTION

NAME PHONE NO. & EMAILFINAL

CONNECTION

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EXISTING BLDG.

McDONALD'SDRIVE THRU

ENTRY

McDONALD'SDRIVE THRU

EXIT

ENTRANCEBLADE ELEMENT W/ 'NEXTGEN' SIGNAGE

BLADE W/ 'NEXT GEN' SIGNAGE

McDONALD'S DRIVE-THRUMENU BOARD & PRE-SELL

BOARD TO REMAIN

G.C. TO ENHANCEEXIST. LANDSCAPINGAND REPLACE DEAD/

STRESSED PLANTS

EXIST. TRANSFORMERTO REMAIN

QU

EE

NS

TON

RO

AD

NEW DRIVE-THRUCLIPS

EXISTING BIKE RACK TO BEREPAINTED TO MATCH (PT-2)'CHARCOAL GREY'

REFER TO SHEET A2.6 FORPATIO FURNITURE AND

RAILINGEXISTING PATIO PAVERS TOREMAIN AND BE CLEANED,REPLACED AND RE-LEVELED ASREQUIRED. G.C.TO REMOVE THEEXISTING PAVERS AS REQUIREDFOR NEW FURNITURE ANDRAILING (TYP.)

NEW FAST-FWD WINDOW

ISLAND TO BE CUT BACK

20'-0"

R32'-0"

McDONALD'S RESTAURANT± 500 SQ.M (±5,381 SQ.FT)

NEW DRIVE-THRUCLIPS

QU

EE

NS

TON

RO

AD

NASH ROAD SOUTH

AS NOTED

A1.2

01A1.2

SITE PLAN SCALE 1/16" = 1'-0"

02A1.2

KEY PLAN SCALE 1/64" = 1'-0"

03A1.2

NOT USED

PM TO CONFIRM STAGING AREA (FORSUPPLIES, EQUIPMENT, DISPOSAL BINSAND TRADE PARKING) AVAILABLE TO THECONTRACTOR DURING CONSTRUCTION

SITE PLAN ANDKEY PLAN

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

SEPIDEH ABAII

SEPIDEH ABAII

CRISTINA FLORES

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EXIST.

EXIST.

EXIST.

EXIST.

FOR PATIO LAYOUT, REFER TO SHEET A2.6.

FOR INTERIOR RE-IMAGE WORKS, REFERTO INTERIOR DESIGN (ID) DRAWINGS.

EXISTING METAL ROOF, SOFFIT AND EXTERIOR POTLIGHTS ABOVE TO BE REMOVED (TYP.)

EXISTING DRIVE-THRU WINDOWC/W RMHC DONATION BOX

TO REMAIN

EXISTING DRIVE-THRU WINDOWTO REMAIN

SIT

E V

ER

IFY

SITE VERIFY

1'-7

1/2

"

SIT

E V

ER

IFY

SIT

E V

ER

IFY

2 1/

2"

2 1/2"

2 1/

2"

2 1/2"

2 1/

2"

SITE VERIFY

SIT

E V

ER

IFY SITE VERIFY

OUTLINE OF EXISTING HIP ROOF TRUSS SYSTEM TO BE REMOVED

OU

TLIN

E O

F E

XIS

TIN

G H

IP R

OO

F TR

US

S S

YS

TEM

TO

BE

RE

MO

VE

D

EXISTING ROOFACCESS LADDERTO REMAIN;REPAINT TOMATCH'CHARCOALGREY'.

OUTLINE OF EXISTING HIP ROOF TRUSS SYSTEM TO BE REMOVED

OU

TLIN

E O

F E

XIS

TIN

G H

IP R

OO

F TR

US

S S

YS

TEM

TO

BE

RE

MO

VE

D

SIT

E V

ER

IFY

SITE VERIFY

2 1/

2"

2 1/2"

4"

2 1/

2"

2 1/2" EXISTING METAL ROOF, SOFFIT AND EXTERIOR POTLIGHTS ABOVE TO BE REMOVED (TYP.)

EW1

EW1EW1

EW1 EW1 EW1

EW1

EW1

EXISTING WINDOW/GLAZING TO BE REMOVED. EXISTING FRAMES TO REMAIN.

2 1/

2"

EXISTINGSTONEBASE ANDCAP TO BEREMOVED

EXISTING METAL ROOF, SOFFIT AND EXTERIORPOT LIGHTS ABOVE TO BE REMOVED (TYP.)

EX

ISTI

NG

WIN

DO

W/G

LAZI

NG

AN

D F

RA

ME

S T

O B

ER

EM

OV

ED

EXISTING BOLLARD TO REMAIN.PREP AND MAKE GOOD TO RECEIVENEW SUREGUARD BOLLARD COVERIN GREY WITH WHITE TAPE (TYP.)

EXISTING WINDOW/GLAZINGAND FRAMES TO REMAIN

EXISTING WINDOW/GLAZINGTO BE REMOVED. EXISTING

FRAMES TO REMAIN

EXISTING FAST-FORWARD WINDOW C/WGLAZING ABOVE AND BELOW TO BEREMOVED. EXISTING FRAMES TO REMAIN

EXISTING SPANDREL GLASSAND FRAMES TO REMAIN

EXISTINGWINDOW/GLAZINGTO BE REMOVED.EXISTINGFRAMES TOREMAIN.

EXISTING WINDOW/GLAZINGAND FRAMES TO REMAIN

EXISTING WINDOW/GLAZINGAND FRAMES TO REMAIN

EXISTING WINDOW/GLAZINGAND FRAMES TO REMAIN

SIGN TO BE REMOVED SIGN TO BE REMOVED

SIGN TO BE REMOVED

SIG

N T

O B

ER

EM

OV

ED

SIG

NS

TO

BE

RE

MO

VE

D

SIGN TO BE REMOVED

SIGN TO BE REMOVEDSIGN TO BE REMOVED

SITE VERIFY

LIGHTING FIXTURE TOBE REMOVED (TYP.)

EXISTING EXTERIORDOOR AND FRAMESTO REMAIN, TO BEPREPARED FOR NEWPAINT FINISH.

EXISTING EXTERIORDOOR AND FRAMES TOREMAIN, TO BE PREPAREDFOR NEW PAINT FINISH.

EW1

EW1 EW1

EW1

EW1

EW1

EW1 EW1

EW1

STUCCO FINISHTO BE REMOVED

STUCCO FINISHTO BE REMOVED

STU

CC

O F

INIS

HTO

BE

RE

MO

VE

D

STUCCO FINISHTO BE REMOVED

EXISTING ENTRANCE DOORAND FRAMES TO REMAIN

EXISTINGWINDOW/

GLAZING ANDFRAMES TO

REMAIN

EXISTINGWINDOW/

GLAZING ANDFRAMES TO

REMAIN

EXISTINGENTRANCEDOOR ANDFRAMESTO REMAIN

EX

ISTI

NG

WIN

DO

W/

GLA

ZIN

G A

ND

FRA

ME

S T

OR

EM

AIN

STUCCO FINISHTO BE REMOVED

EXISTINGEXTERIOR DOORAND FRAMES TOREMAIN, TO BEPREPARED FORNEW PAINTFINISH

EXISTINGGARBAGEENCLOSUREDOORS ANDFRAMES TOREMAIN AND BEPREPARED FORNEW PAINT/STAINFINISH (TYP.)

REMOVE ANDREPLACE EXISTINGEXTERIOR LIGHTS

STUCCO FINISHTO BE REMOVED

STUCCOFINISH TOBEREMOVED

EXISTING WINDOW/GLAZINGAND FRAMES TO REMAIN

STUCCOFINISH TOBEREMOVED

EW1

CONSTRUCTIONTAG DESCRIPTION

EXTERIOR WALL TYPE

EXISTING EXTERIOR WALL TO REMAIN

· 2 1/2" STUCCO FINISH TO REMAIN; G.C. TO STAIN TO MATCH <PT-2 : "CHARCOAL GREY">· AIR BARRIER TO REMAIN· 1/2" EXTERIOR GRADE SHEATHING TO REMAIN· 2"X6" WOOD STUDS C/W BATT INSULATION TO REMAIN· VAPOR BARRIER· 1/2" GYPSUM WALL BOARD

NOTES

· G.C. TO SITE VERIFY EXISTING EXTERIOR WALL CONSTRUCTION. G.C. TO INFORM ARCHITECT OF ANYDISCREPANCIES.

· EXISTING STONE BASE AND SILL TO REMAIN; G.C. TO STAIN TO MATCH <"REGENT GREY">.6 1/2"

6 1/2" 2 1/2"

4 1/2"

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

01A2.1

DEMO PLANSCALE 1/4" = 1'-0"

DEMOLITION PLAN &NOTES

A2.1

1/4" = 1'-0"

SEPIDEH ABAII

CRISTINA FLORES

SEPIDEH ABAII

GENERAL NOTES

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND REGULATIONS FOR CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND AUTHORITIES HAVING JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT CONSTRUCTION CONFLICTS AND/OR DELAYS.

6. G.C. TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALL/PARAPET CONSTRUCTION FOR MOUNTING OF SIGNS. BLOCKING TO BE ALIGNED WITH EXTERIOR FACE OF STUDS. REFER TO SIGN SHOP DRAWINGS FOR

BLOCKING REQUIRED.

7. G.C. TO CAULK ALL DISSIMILAR FINISHES.

8. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL FINISHES ORDERED AND/OR PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS AWARDED TO AVOID

DELIVERY ISSUES.

9. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY ALTERNATIVES; SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON CHART OUTLINING THE

SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT SUPPLY AGREEMENTS ARE IN PLACE AND SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL FROM THE

ARCHITECT.

10. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE REMOVAL,

INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

11. FOR SIGNS, REFER TO PROPOSED EXTERIOR ELEVATIONS.

12. REFER TO PLAN DETAILS AND WALL SECTIONS FOR DIMENSIONS.

13. TOP OF NEW PARAPETS, DRIVE-THRU CLIPS, BLADES, RIBBONS, CANOPIES AND METAL CORNICE TO HAVE MINIMUM 2% SLOPE. REFER TO WALL SECTIONS.

14. EXTERIOR WALL GRADE PLYWOOD TO BE TOE NAILED INTO BASEPLATE/TOP PLATES AS PER MUNICIPAL/JUDICIAL BY-LAWS/GOVERNING AUTHORITY.

15. THE BUILDING ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH THE REQUIREMENTS LISTED UNDER OBC SB-10 AND THE REQUIREMENTS OF ASHRAE 90.1-2010.

16. THE BUILDING ENVELOPE SHALL BE FULLY INSULATED WITH EXCEPTION TO DOORS, WINDOWS, ROOF PENETRATIONS AND BUILDING SERVICE PENETRATIONS AS PERMITTED UNDER THE REQUIREMENTS OF ABOVE CLAUSE.

17. G.C. SHALL INCLUDE BID PRICING FOR REPLACING ROOF INSULATION REGARDLESS OF DISCREPANCIES OR OMISSIONS OF SUCH INSULATION IN THE ATTACHED DRAWINGS, WHETHER ON THE FLOOR PLANS, BUILDING

SECTIONS, WALL SECTIONS, PLAN DETAILS AND/OR DETAIL SECTIONS, WHETHER THE DRAWING IDENTIFIES SUCH OMISSION FOR CLARITY OF DETAIL OR NOT.

18. ADDITIONAL FEES RELATING TO INSULATION WITHIN THE BUILDING ENVELOPE WILL NOT BE CONSIDERED.

19. GENERAL CONTRACTOR TO PROVIDE PROPER HOARDING DURING THE ENTIRE DEMOLITION AND CONSTRUCTION AND ENSURE THAT THE OPERATION OF TENANT'S BUSINESS NOT TO BE DISTURBED DURING CONSTRUCTION.

20. THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE DURING THE TENDERING AND COMPLETELY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, NO EXTRA WILL BE CONSIDERED FOR WORK REQUIRED

TO MAKE GOOD AND PROVIDE A COMPLETE JOB.

EXTERIOR WALL TYPEEW1

SYMBOL LEGEND

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REFER TO SHEETS A2.6 & A2.7 FOR PATIO DETAILS.

FOR INTERIOR RE-IMAGE WORKS, REFER

TO INTERIOR DESIGN (ID) DRAWINGS.

OUTLINE OF NEW DRIVE-THRU CANOPY ABOVE OUTLINE OF NEW DRIVE-THRU CANOPY ABOVE

OUTLINE OF NEW RIBBON ABOVE

OU

TL

IN

E O

F N

EW

R

IB

BO

N A

BO

VE

OU

TL

IN

E O

F N

EW

R

IB

BO

N A

BO

VE

OUTLINE OF NEW RIBBON ABOVE

SIGN

SIGNS

SIG

NS

SIG

N

SIG

N

SIGN

SIGN

SITE VERIFY

4'-0"

SITE VERIFY SITE VERIFY 3'-0 1/2"

1'-4"

SIT

E V

ER

IF

Y

2 1/4"

11 1/2"

2 1/4"

SIT

E V

ER

IF

Y

SIT

E V

ER

IF

Y1'-4"

3 3/4"

3'-8 1/4"

3 3/4"

6 1/2"

4 1/2"

3 3/4"

3 3/4"

1'-4"SITE VERIFY

4 1/2"

3'-0"

4 1/2"

SITE VERIFY

4 1/2"

SITE VERIFY

3'-0"

SIT

E V

ER

IF

Y

3'-0"

SIT

E V

ER

IF

Y

SITE VERIFY

OUTLINE OF NEW METAL CORNICE ABOVE

OUTLINE OF NEW METAL CORNICE ABOVE

OU

TL

IN

E O

F N

EW

M

ET

AL

C

OR

NIC

E A

BO

VE

OU

TL

IN

E O

F N

EW

M

ET

AL

C

OR

NIC

E A

BO

VE

EXISTING ROOF

ACCESS LADDER

TO REMAIN;

REPAINT TO MATCH

'CHARCOAL GREY'.

D1

D3

D8D9

D10

OVERHEAD

DOORS:

·

·

D11

D12

G6

G1

G3

G2

G4

G5

01

A4.3

01

A5.0

02

A4.3

01

A4.4

02

A4.4

04

A5.0

TO

01

A5.1

04

A5.1

TO

01

A5.2

03

A5.2

TO

01

A5.3

02

A5.3

TO

NEW SUREGUARD

BOLLARD COVER

FOR EXISTING

BOLLARD (TYP.)

NEW SUREGUARD BOLLARD

COVER FOR EXISTING

BOLLARD (TYP.)

NEW VERTICAL

BAND IN "BONE

WHITE" ACM

PANELS.

REFER TO

STRUC. DWGS.

FOR SUPPORT.

NEW

STONE

SILL TO

MATCH

EXISTING;

STAIN TO

MATCH

"REGENT

GREY".

01

A6.1

02

A6.1

01

A6.2

02

A6.2

01

A6.3

01

A6.4

EW1

EW4

EW4

EW1EW1

EW7 EW1 EW1

EW1

EW8

EW8 EW2 EW1 EW1

EW1

EW1

EW3

EW4

EW4EW3

EW1EW3

EW1EW3

EW3

EW1

4 1/2"

EW5

ABOVE

EW6

ABOVE

EW6

ABOVE

EW7

ABOVE

EW5

ABOVE

EW6

ABOVE

EW7

ABOVE

EW7

ABOVE

EW1

ABOVE

EW7

ABOVE

EW7

ABOVE

EW1

ABOVE

EW8

ABOVE

EW1

ABOVE

EW2

ABOVE

EW8

ABOVE

EW1 EW8

ABOVE

EW1 EW8

ABOVE

EW8

ABOVE

EW1

EW8

ABOVE

EW8

ABOVE

EW8

ABOVE

EW9

ABOVE

EW9

ABOVE

EW9

ABOVE

EW9

ABOVE

10'-1 1/2"

RO

UG

H O

PE

NIN

G (S

IT

E V

ER

IF

Y)

02

A6.3

6 1/2"

3'-0 3/4"

2 1/4"

EW2

EW1

CONSTRUCTIONTAG DESCRIPTION

EXTERIOR WALL TYPES

CONSTRUCTIONTAG DESCRIPTION

EW5

EW3

EXISTING EXTERIOR WALL TO REMAIN

· 2 1/2" STUCCO FINISH TO REMAIN; G.C. TO STAIN TO MATCH <PT-2 : "CHARCOAL GREY">

· AIR BARRIER TO REMAIN

· 1/2" EXTERIOR GRADE SHEATHING TO REMAIN

· 2"X6" WOOD STUDS C/W BATT INSULATION TO REMAIN

· VAPOR BARRIER

· 1/2" GYPSUM WALL BOARD

NOTES

· G.C. TO SITE VERIFY EXISTING EXTERIOR WALL CONSTRUCTION. G.C. TO INFORM ARCHITECT OF ANY

DISCREPANCIES.

· EXISTING STONE BASE AND SILL TO REMAIN; G.C. TO STAIN TO MATCH <"REGENT GREY">.

6 1/2"

6 1/2" 2 1/2"

6 1/2"

6 1/2" 6 1/2"

NOTES

· G.C. TO SITE VERIFY EXISTING EXTERIOR WALL CONSTRUCTION. G.C. TO INFORM ARCHITECT OF ANY

DISCREPANCIES.

· EXISTING STONE BASE AND SILL TO REMAIN; G.C. TO STAIN TO MATCH <"REGENT GREY">.

ACM ENTRANCE BLADE WALL - MCD RED

· 2 1/4" ALPOLIC ACM PANEL SYSTEM TO MATCH COLOUR <PT-10 : "BRIGHT RED">

· AIR BARRIER (VAPROSHIELD SLOPESHIELD IT; RED SIDE EXPOSED)

OPTIONAL: (VAPROSHIELD SLOPESHIELD SA; RED NON-STICK SIDE EXPOSED)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING; CONTINUOUS FROM TOP OF STONE SILL TO PARAPET

· 2"X4" WOOD FRAME STRAPPING AT 16" O.C. VERTICALLY

· EXISTING WALL CONSTRUCTION TO REMAIN

6 1/2"

6 1/2" 4 1/2"

NOTES

· G.C. TO SITE VERIFY EXISTING EXTERIOR WALL CONSTRUCTION. G.C. TO INFORM ARCHITECT OF ANY

DISCREPANCIES.

· EXISTING STONE BASE AND SILL TO REMAIN; G.C. TO STAIN TO MATCH <"REGENT GREY">.

ACM DRIVE-THRU SURROUND / TOWER WALL - MCD RED

· 2 1/4" ALPOLIC ACM PANEL SYSTEM TO MATCH COLOUR <PT-10 : "BRIGHT RED">

· AIR BARRIER (VAPROSHIELD SLOPESHIELD IT; RED SIDE EXPOSED)

OPTIONAL: (VAPROSHIELD SLOPESHIELD SA; RED NON-STICK SIDE EXPOSED)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING; CONTINUOUS FROM TOP OF STONE SILL TO UNDERSIDE OF CANOPY OR TO TOP OF

PARAPET

· 2"X4" WOOD FRAME STRAPPING AT 16" O.C. VERTICALLY

· EXISTING WALL CONSTRUCTION TO REMAIN

ACM DRIVE-THRU CLIP (FRONT) - MCD 51

· 2 1/4" ALPOLIC ACM PANEL SYSTEM TO MATCH COLOUR <PT-8 : "BONE WHITE">

· AIR BARRIER (VAPROSHIELD SLOPESHIELD IT; WHITE SIDE EXPOSED)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING; CONTINUOUS FROM FROM TOP OF CANOPY TO PARAPET

· 2"X4" WOOD FRAME STRAPPING AT 16" O.C. VERTICALLY

· EXISTING WALL CONSTRUCTION TO REMAIN

EW4

FIBER CEMENT LAP SIDING WALL - CHESTNUT BROWN

· 3/8" FIBER CEMENT LAP SIDING C/W 1"X3" TRIM IN "CHESTNUT BROWN"

· 1/2" PRESSURE TREATED STRAPPING

· AIR BARRIER (VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING; CONTINUOUS FROM TOP OF STONE SILL TO TOP OF PARAPET

· 2"X4" WOOD FRAME STRAPPING AT 16" O.C. VERTICALLY

· EXISTING WALL CONSTRUCTION TO REMAIN

NOTES

· G.C. TO SITE VERIFY EXISTING EXTERIOR WALL CONSTRUCTION. G.C. TO INFORM ARCHITECT OF ANY

DISCREPANCIES.

· EXISTING STONE BASE AND SILL TO REMAIN; G.C. TO STAIN TO MATCH <"REGENT GREY">.

6 1/2" 4 1/2"

6 1/2" 3 3/4"

4 1/2"

4 1/2"

4 1/2"

EW6

EW7

EW9

6 1/2" 6 1/2"

6 1/2" 4 1/2"

NOTE

· G.C. TO SITE VERIFY EXISTING EXTERIOR WALL CONSTRUCTION. G.C. TO INFORM ARCHITECT OF ANY

DISCREPANCIES.

ACM DRIVE-THRU CLIP (SIDES) - MCD 51

· 2 1/4" ALPOLIC ACM PANEL SYSTEM TO MATCH COLOUR <PT-8 : "BONE WHITE">

· AIR BARRIER (VAPROSHIELD SLOPESHIELD IT; WHITE SIDE EXPOSED)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING; CONTINUOUS FROM FROM TOP OF CANOPY TO PARAPET

· 2"X4" WOOD FRAME STRAPPING AT 16" O.C. VERTICALLY

· EXISTING WALL CONSTRUCTION TO REMAIN

NOTE

· G.C. TO SITE VERIFY EXISTING EXTERIOR WALL CONSTRUCTION. G.C. TO INFORM ARCHITECT OF ANY

DISCREPANCIES.

EW8

6 1/2"4"

FOR EW7

- AD-150 PROFILE AS SHOWN

FOR EW8

- AD-300 PROFILE

NOTE

· G.C. TO SITE VERIFY EXISTING EXTERIOR WALL CONSTRUCTION. G.C. TO INFORM ARCHITECT OF ANY

DISCREPANCIES.

VICWEST AD-150 WALL (EW7) / AD-300 WALL (EW8) - MZG-GREY

· 1 3/4" VICWEST METAL SIDING, PROFILE AD-150 (EW7) / PROFILE AD-300 (EW8) TO MATCH

<PT-2 : "CHARCOAL GREY">

· AIR BARRIER (VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING

· 2"X4" WOOD FRAME STRAPPING AT 16" O.C. VERTICALLY

· EXISTING WALL CONSTRUCTION TO REMAIN

1 3/4" 6 3/4"

NOTE

· G.C. TO PROVIDE BATT INSULATION OR WALLTITE ECO V3 SPRAY POLYURETHANE FOAM INSULATION

BY BASF (TYP.) REFER TO WALL SECTIONS.

VICWEST AD-150 WALL - MZG-GREY

· 1 3/4" VICWEST METAL SIDING, PROFILE AD-150 TO MATCH <PT-2 : "CHARCOAL GREY">

· AIR BARRIER (VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING

· 2"X6" WOOD FRAME STUDS AT 16" O.C. (REFER TO STRUCTURAL DRAWINGS)

· INSULATION (SEE NOTE BELOW)

· 5/8" GYPSUM WALL BOARD

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurants

of Canada Limited (or its affiliated or related companies) and may not be

reproduced, used, downloaded, disseminated, published, or transferred in

any form or by any means, except with the prior written consent of

McDonald's Restaurants of Canada Limited. Copyright infringement is a

violation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project and

to report any discrepancies to the McDonald's Restaurants of Canada

Limited representative prior to commencing work. These drawings are not

to be used for construction purposes unless indicated by McDonald's

Restaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

01A2.2

CONSTRUCTION PLANSCALE 1/4" = 1'-0"

GENERAL NOTES

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND REGULATIONS FOR CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND AUTHORITIES HAVING JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT CONSTRUCTION CONFLICTS AND/OR DELAYS.

6. G.C. TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALL/PARAPET CONSTRUCTION FOR MOUNTING OF SIGNS. BLOCKING TO BE ALIGNED WITH EXTERIOR FACE OF STUDS. REFER TO SIGN SHOP DRAWINGS FOR

BLOCKING REQUIRED.

7. G.C. TO CAULK ALL DISSIMILAR FINISHES.

8. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL FINISHES ORDERED AND/OR PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS AWARDED TO AVOID

DELIVERY ISSUES.

9. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY ALTERNATIVES; SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON CHART OUTLINING THE

SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT SUPPLY AGREEMENTS ARE IN PLACE AND SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL FROM THE

ARCHITECT.

10. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE REMOVAL,

INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

11. FOR SIGNS, REFER TO PROPOSED EXTERIOR ELEVATIONS.

12. REFER TO PLAN DETAILS AND WALL SECTIONS FOR DIMENSIONS.

13. TOP OF NEW PARAPETS, DRIVE-THRU CLIPS, BLADES, RIBBONS, CANOPIES AND METAL CORNICE TO HAVE MINIMUM 2% SLOPE. REFER TO WALL SECTIONS.

14. EXTERIOR WALL GRADE PLYWOOD TO BE TOE NAILED INTO BASEPLATE/TOP PLATES AS PER MUNICIPAL/JUDICIAL BY-LAWS/GOVERNING AUTHORITY.

15. THE BUILDING ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH THE REQUIREMENTS LISTED UNDER OBC SB-10 AND THE REQUIREMENTS OF ASHRAE 90.1-2010.

16. THE BUILDING ENVELOPE SHALL BE FULLY INSULATED WITH EXCEPTION TO DOORS, WINDOWS, ROOF PENETRATIONS AND BUILDING SERVICE PENETRATIONS AS PERMITTED UNDER THE REQUIREMENTS OF ABOVE CLAUSE.

17. G.C. SHALL INCLUDE BID PRICING FOR REPLACING ROOF INSULATION REGARDLESS OF DISCREPANCIES OR OMISSIONS OF SUCH INSULATION IN THE ATTACHED DRAWINGS, WHETHER ON THE FLOOR PLANS, BUILDING

SECTIONS, WALL SECTIONS, PLAN DETAILS AND/OR DETAIL SECTIONS, WHETHER THE DRAWING IDENTIFIES SUCH OMISSION FOR CLARITY OF DETAIL OR NOT.

18. ADDITIONAL FEES RELATING TO INSULATION WITHIN THE BUILDING ENVELOPE WILL NOT BE CONSIDERED.

19. GENERAL CONTRACTOR TO PROVIDE PROPER HOARDING DURING THE ENTIRE DEMOLITION AND CONSTRUCTION AND ENSURE THAT THE OPERATION OF TENANT'S BUSINESS NOT TO BE DISTURBED DURING CONSTRUCTION.

20. THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE DURING THE TENDERING AND COMPLETELY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, NO EXTRA WILL BE CONSIDERED FOR WORK REQUIRED

TO MAKE GOOD AND PROVIDE A COMPLETE JOB.

CONSTRUCTION PLAN

& NOTES

A2.2

1/4" = 1'-0"

CRISTINA FLORES

N/A

CRISTINA FLORES

ELEVATION NUMBER

DRAWING NUMBER

SECTION NUMBER

DRAWING NUMBER

DETAIL NUMBER

DRAWING NUMBER

EXTERIOR WALL TYPE

DOOR TAG

D#

EW1

01

A6.1

01

A2.1

SYMBOL LEGEND

01

A4.3

GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SIGNAGE WITH THE

FOLLOWING TRADES:

· SIGNAGE CONTRACTOR FOR SIGNAGE ANCHOR POINTS AND POWER INPUT

LOCATION

· ELECTRICAL CONTRACTOR FOR POWER LOCATION

· FRAMING CONTRACTOR FOR REQUIRED PLYWOOD BACKING AT SIGNAGE ANCHOR

POINTS

· ACM PANEL INSTALLER FOR PLYWOOD BACKING INTERFERENCE WITH PANEL

SPLINES AND POWER LOCATION.

LANDSCAPE NOTES

1. ALL EXISTING LANDSCAPING THAT IS AFFECTED BY CONSTRUCTION TO BE

RETURNED TO EXISTING CONDITION; IF LANDSCAPE IS FOUND NOT TO BE IN

EXISTING CONDITION, CONTRACTOR IS SOLELY RESPONSIBLE FOR MAKING

GOOD AT THEIR SOLE EXPENSE, AND SO AS NOT TO DELAY THE SCHEDULE.

2. ALL EXISTING RAILING TO BE PATCHED AND REPAIRED PRIOR TO PAINT; G.C.

TO PAINT RAILING TO MATCH <PT-2>. ALL EXISTING STAIR RAILING AND

GUARDS TO REMAIN AS IS UNLESS SPECIFIED OTHERWISE.

SIGNAGE NOTES

G.C. TO CONFIRM WITH CONSTRUCTIOIN PROJECT MANAGER OR APPROACH

LANDLORD (IF APPLICABLE) REGARDING STAGING AREA (FOR SUPPLIES,

EQUIPMENT, DISPOSAL BINS AND TRADE PARKING).

STAGING AREA NOTES

G#

WINDOW TAG

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T/O SILL1' - 4"

T/O CONCRETE SLAB0' - 0"

T/O DRIVE-THRU SILL3' - 0"

U/S OF RIBBON15'-10"

G1NEW DRIVE-THRU WINDOW

TO REPLACE CLEAR GLAZING- 1 REQUIRED

(VIEW FROM EXTERIOR)

NEW SPANDREL GLAZING(REFER TO WINDOWDETAILS FOR TYPE)

1'-6

"6'

-1"

EX

ISTI

NG

OP

EN

ING

(SIT

E V

ER

IFY

)

2"1'

-2"

2"3'

-7"

10"

2"

3'-11"EXISTING OPENING

(SITE VERIFY)

NEW DRIVE-THRUWINDOW

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

G2NEW SPANDREL GLAZING

TO REPLACE CLEAR GLAZING- 12 SMALL + 3 LARGE REQUIRED

(VIEW FROM EXTERIOR)

EXISTING ALUMINUMFRAMES TO REMAIN (TYP.)

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

T/O SILL1' - 4"

T/O CONCRETE SLAB0' - 0"

T/O DRIVE-THRU SILL3' - 0"

U/S OF RIBBON15'-10"

EXISTING ALUMINUMFRAMES TO REMAIN (TYP.)

G3NEW SPANDREL GLAZING

TO REPLACE CLEAR GLAZING- 8 SMALL REQUIRED

(VIEW FROM EXTERIOR)

EXISTING CLEAR GLAZINGTO REMAIN (TYP.)

EXISTING CLEAR GLAZINGTO REMAIN (TYP.)

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

T/O SILL1' - 4"

T/O CONCRETE SLAB0' - 0"

T/O WINDOW9' - 8"

G4NEW SPANDREL GLAZING

TO REPLACE CLEAR GLAZING- 2 SMALL + 2 LARGE REQUIRED

(VIEW FROM EXTERIOR)

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDRELGLAZING. SITE

VERIFYDIMENSIONS.

NEW SPANDRELGLAZING. SITE

VERIFYDIMENSIONS.

T/O SILL1' - 4"

T/O CONCRETE SLAB0' - 0"

T/O WINDOW9' - 8"

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

NEW SPANDREL GLAZINGTO REPLACE CLEAR GLAZING(REFER TO WINDOW DETAILS

FOR TYPE).SITE VERIFY DIMENSIONS.

G5NEW SPANDREL GLAZING

TO REPLACE CLEAR GLAZING- 1 SMALL + 1 LARGE REQUIRED

(VIEW FROM EXTERIOR)

T/O SILL1' - 4"

T/O CONCRETE SLAB0' - 0"

T/O WINDOW9' - 8"

G6NEW ALUMINUM FRAMED GLAZING

TO MATCH EXISTING- 1 REQUIRED

(VIEW FROM EXTERIOR)

10'-1 1/2" ROUGH OPENINGSITE VERIFY

2" EQ 2" EQ 2"

1'-4

"8'

-4" R

OU

GH

OP

EN

ING

SIT

E V

ER

IFY

2"6'

-1"

TO M

ATC

H E

XIS

TIN

G(S

ITE

VE

RIF

Y)

2"1'

-9"

TO M

ATC

HE

XIS

TIN

G(S

ITE

VE

RIF

Y)2"

ALL NEW FRAMES AND GLAZING TO MATCH EXISTING.

McDONALD'S STANDARD FOR REFERENCE:

KAWNEER TRIFAB VG 451

1. FRONT PLANE

2. CLEAR ANODIZED ALUMINUM FRAMES

3. TEMPERED 1'' SEALED INSULATED DOUBLE

GLAZING (CLEAR TEMPERED & CLEAR ENERGY

ADV. TEMPERED 1” THERMAL UNITS)

4. SPANDREL GLASS TEMPERED 1” SEALED

INSULATED DOUBLE GLAZING (CLEAR TEMPERED

C/W OPACI-COAT 300 “SOLAR GRAY” & CLEAR

TEMPERED 1” THERMAL UNITS, 2” INSULATED

BACKPANS BEHIND GLAZING)”

5. SPECIFY DOOR ADAPTOR AT DOOR OPENING

WINDOW TYPE

NOTES

1. G.C. TO SUPPLY AND INSTALL

2. ALL WINDOWS TO BE DOUBLE GLAZED,

TEMPERED GLASS WITH CLEAR ANNODIZED

ALUMINUM FRAME

3. WINDOW MANUFACTURER TO CONFIRM ALL

ABOVE DIMENSIONS PRIOR TO MANUFACTURING

GLAZING PANELS AND/OR FRAMES

4. CONTRACTOR COORDINATE WITH WINDOW

MANUFACTURER IN DETERMINING WINDOW

SIZES BASED ON THE ABOVE GUIDELINES

5. CONTRACTOR TO SUBMIT FRAME SHOP

DRAWINGS TO ARCHITECT FOR REVIEW

D/T WINDOW TO BE EASI-SERV SS SERIES :

1. CLEAR ANODIZED ALUMINUM FRAMES

2. TEMPERED (PPG SOLAR GREY FLOAT GLASS) 1''

SEALED INSULATED DOUBLE GLAZING

3. SPANDREL GLASS ABOVE TO BE TEMPERED (PPG

SOLAR GREY FLOAT GLASS) 1'' SEALED INSULATED

DOUBLE GLAZING

4. W-200-M-40 MANUAL IN-LINE SIDE SLIDER BY

EASI-SERV, CLEAR ANODIZED ALUMINUM FINISH,

XO (LEFT TO RIGHT) OPERATION WHEN VIEWED

FROM OUTSIDE WITH TRANSOM ABOVE TO SUIT

OPENING

5. TRANSOM GLASS TO INCLUDE OPACI-COAT-300

OPAQUE FILM ON INSIDE OF EXTERIOR GLAZING,

FACTORY APPLIED; COLOUR TO MATCH NO. 3-1870

''SOLAR MOON''

6. EASI-SERV CONTACT:

FELIPE MONTIEL (1-888-591-0108)

D/T WINDOW TYPE

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

DOOR AND WINDOWSCHEDULES

A2.3

3/8" = 1'-0"

CRISTINA FLORES

N/A

CRISTINA FLORES

DOOR SCHEDULE

EXISTING TO REMAINAND WILL NOT BEMODIFIED IN THISRENOVATION.

REFER TO INTERIORDESIGN (ID) SHEETS.

DOORS D1 TO D3 DOORS D4 TO D7 DOORS D8 TO D10 DOORS D11 TO D12

EXISTING HOLLOWMETAL DOORS ANDFRAMES TO BEPAINTED TO MATCH"CHARCOAL GREY".

EXISTING OVERHEADDOORS AND FRAMESTO BE PAINTED TOMATCH "CHARCOALGREY".

WINDOW SCHEDULE

Page 8: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

EXT2 (N)

EXT2 (N)

EXT2 EXT2

EXT2 (N)

EXT4.5EXT4.5

EXT4.3EXT1 EXT1 EXT1 EXT1 EXT1 EXT1 EXT1 EXT1 EXT1

EXT1

EXT1

EXT1

EXT1

EXT1

EXT1 EXT1 EXT1 EXT1

N

N

9'-8"

AD-300

ACM

N

N

11'-0"

AD-300

ACM

EXT2 (N)

EXT2 (N)EXT2 (N)

EXT5.4 EXT5.4 EXT5.4

EXT1 EXT1EXT1 EXT1

EXT5.4 EXT5.3 EXT5.4

N

N

11'-0"

AD-300

ACM

EXT2 (N)

DRIVE-THRU

CANOPY

DRIVE-THRU

CANOPY

RIBBON CANOPY

SIGN SIGNS x2

SIG

N

SIGNS

x2

SIG

N

SIGNSIGN

SITE VERIFY

48'-7 1/2"

SITE VERIFY

3'-0 1/2"SITE VERIFY

3'-2 1/2" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" SITE VERIFY

1'-4"

SIT

E V

ER

IF

Y1'-4"

SIT

E V

ER

IF

Y

EXT1

EXT1

EXT1

EXT1

SIT

E

VE

RIF

Y

5'-0"

5'-0"

5'-0"

5'-0"

1'-0"

EQ EQ

EQ

EQ

EQ EQ

9'-2"

SIT

E V

ER

IF

Y

EQEQ

EQ EQ

C

L

EQ 7'-6" EQ

SIT

E V

ER

IF

Y3'-0"

EQ

EQ

EQ11'-6"

EQ

C

L

C

L

EQ 7'-6" EQ

SITE VERIFY

3'-0"

2"

3'-0"

SIT

E V

ER

IF

Y

EQ EQ

N

N

15'-10"

AD-300

ACM

RIBBON CANOPY

SIT

E V

ER

IF

Y

SIT

E V

ER

IF

Y1'-4"

SIT

E V

ER

IF

Y5'-0"

5'-0"

5'-0"

2'-9 3/4"

EQEQ

SITE VERIFY

1'-4"

EQ

EQ

EQ

EQ

C

L

C

L

C

L

C

L

2'-6 1/4" 5'-0" 5'-0" 5'-0"

SITE

VERIFY

FOR INTERIOR RE-IMAGE WORKS, REFER

TO INTERIOR DESIGN (ID) DRAWINGS.

REFLECTED SOFFIT

PLAN

A2.4

1/4" : 1'-0"

CRISTINA FLORES

N/A

N

N

9'-8"

ACM DENOTES SOFFIT TYPE / NEW

DENOTES SOFFIT HT. / NEW

01A2.4

REFLECTED SOFFIT PLANSCALE 1/4" = 1'-0" Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurants

of Canada Limited (or its affiliated or related companies) and may not be

reproduced, used, downloaded, disseminated, published, or transferred in

any form or by any means, except with the prior written consent of

McDonald's Restaurants of Canada Limited. Copyright infringement is a

violation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project and

to report any discrepancies to the McDonald's Restaurants of Canada

Limited representative prior to commencing work. These drawings are not

to be used for construction purposes unless indicated by McDonald's

Restaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

CRISTINA FLORES

LIGHTING SCHEDULE

G.C. TO ORDER LIGHTING FIXTURES FROM WESCO. CONTACT: KEITH ROSE TEL: 1-800-461-0522

DESCRIPTIONSYMBOL

RESPONSIBILITY

EXT1

TYPE EXT1 - 6" LED DOWNLIGHT

MANUFACTURER: CREE

CAT. # : CR6-800L-35K-12-GU24/CT6A -RC6

REFLECTOR: DIFFUSE SILVER REFLECTOR

TYPE EXT4.3 - STR9 MONOCHROMATIC LINEAR LED WALL WASHER

MANUFACTURER: GVA

CAT. # : STR9-900-CM-6-2.5W-3000K-AN-ND-110-277VAC

BRACKET: McDONALD'S CUSTOM BRACKET AS PER DWG. NO. 240721

C

NEW TO REPLACE EXISTING

TYPE EXT2 - XSPW WALL PACK LUMINAIRE - WALL MOUNT - TYPE II

MANUFACTURER: CREE

CAT. # : XSPWA02MG*UT

TYPE EXT4.4 - STR9 MONOCHROMATIC LINEAR LED WALL WASHER

MANUFACTURER: GVA

CAT. # : STR9-1200-CM-6-2.5W-3000K-AN-ND-110-277VAC

BRACKET: McDONALD'S CUSTOM BRACKET AS PER DWG. NO. 240721

NAME

EXT2

EXT2 (N)

NEW AT NEW LOCATION

TYPE EXT2 - XSPW WALL PACK LUMINAIRE - WALL MOUNT - TYPE II

MANUFACTURER: CREE

CAT. # : XSPWA02MG*UT

C

C

EXT4.3

EXT4.4

EXT4.5

C

C

C

TYPE EXT4.5 - STR9 MONOCHROMATIC LINEAR LED WALL WASHER

MANUFACTURER: GVA

CAT. # : STR9-1500-CM-6-2.5W-3000K-AN-ND-110-277VAC

BRACKET: McDONALD'S CUSTOM BRACKET AS PER DWG. NO. 240721

EXT5.3

EXT5.4

EXT5.5

TYPE EXT5.3 - STR9 MONOCHROMATIC LINEAR LED WALL WASHER

MANUFACTURER: GVA

CAT. # : STR9-900-CM-6-2.5W-5000K-AE-ND-110-277VAC

BRACKET: McDONALD'S CUSTOM BRACKET AS PER DWG. NO. 240721

TYPE EXT5.4 - STR9 MONOCHROMATIC LINEAR LED WALL WASHER

MANUFACTURER: GVA

CAT. # : STR9-1200-CM-6-2.5W-5000K-AE-ND-110-277VAC

BRACKET: McDONALD'S CUSTOM BRACKET AS PER DWG. NO. 240721

TYPE EXT5.5 - STR9 MONOCHROMATIC LINEAR LED WALL WASHER

MANUFACTURER: GVA

CAT. # : STR9-1500-CM-6-2.5W-5000K-AE-ND-110-277VAC

BRACKET: McDONALD'S CUSTOM BRACKET AS PER DWG. NO. 240721

C

C

C

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND REGULATIONS FOR

CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS AND SPECIFICATIONS

INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND AUTHORITIES HAVING

JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT CONSTRUCTION CONFLICTS

AND/OR DELAYS.

6. G.C. TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALL/PARAPET CONSTRUCTION FOR MOUNTING OF SIGNS. BLOCKING TO

BE ALIGNED WITH EXTERIOR FACE OF STUDS. REFER TO SIGN SHOP DRAWINGS FOR BLOCKING REQUIRED.

7. G.C. TO CAULK ALL DISSIMILAR FINISHES.

8. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL FINISHES ORDERED AND/OR

PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS AWARDED TO AVOID DELIVERY ISSUES.

9. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY ALTERNATIVES;

SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON CHART OUTLINING THE

SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT SUPPLY AGREEMENTS ARE IN PLACE AND

SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.

10. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL BE THE SOLE

RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE REMOVAL, INSTALLATION, RE-STOCK

FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

11. SOFFIT TO BE SUPPLIED BY G.C.

12. G.C. TO PROVIDE ADEQUATE SUPPORT TO ACCOMMODATE CANOPIES / RIBBONS. REFER TO STRUCTURAL DRAWINGS.

13. G.C. TO MAINTAIN EXISTING FIRE-RESISTANCE RATING (FRR) WITHIN SITE.

14. LIGHTING TO BE SUPPLIED BY G.C. AND INSTALLED BY ELECTRICAL CONTRACTOR.

15. G.C. TO PROVIDE NEW (AS REQUIRED) / RE-ROUTE EXISTING POWER SUPPLY FOR EXTERIOR SPEAKERS AND SECURITY CAMERAS.

16. ALL POT LIGHTS IN SOFFIT TO BE CENTERED UNLESS SPECIFIED OTHERWISE.

17. FOR LIGHTING AND ELECTRICAL INFORMATION, REFER TO ELECTRICAL DRAWINGS.

18. FOR SIGNS, REFER TO PROPOSED EXTERIOR ELEVATIONS.

19. ALL DIMENSIONS TO BE MEASURED AND CONFIRMED ON SITE BY G.C.

19. GENERAL CONTRACTOR TO PROVIDE PROPER HOARDING DURING THE ENTIRE DEMOLITION AND CONSTRUCTION AND ENSURE

THAT THE OPERATION OF TENANT'S BUSINESS NOT TO BE DISTURBED DURING CONSTRUCTION.

20. THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE DURING THE TENDERING AND COMPLETELY FAMILIARIZE

THEMSELVES WITH THE SCOPE OF WORK, NO EXTRA WILL BE CONSIDERED FOR WORK REQUIRED TO MAKE GOOD AND PROVIDE A

COMPLETE JOB.

GENERAL NOTES - SOFFIT

DETAIL NUMBER

DRAWING NUMBER

01

A2.1

SYMBOL LEGEND

Page 9: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

2% SLOPE

2

%

S

L

O

P

E

2

%

S

L

O

P

E

2%

S

LO

PE

2% SLOPE

RP1

19' - 1"

T/O PARAPET FLASHING

EXISTING ROOF

ACCESS LADDER

TO REMAIN;

REPAINT TO MATCH

'CHARCOAL GREY'.

SIGN

SIG

N

SIG

NS

SIG

N

SIGN

2% SLOPE

2% SLOPE

2% SLOPE

2% SLOPE

2%

S

LO

PE

2%

S

LO

PE

2%

S

LO

PE

2%

S

LO

PE

SIGNS

SIGN

24"x24" CONCRETE SPLASH PAD

ON LOWER ROOF SURFACE. G.C.

TO VERIFY LOCATION ON SITE.

4"X8" METAL SCUPPER FOR

ROOF OVERFLOW. PAINT TO

MATCH 'BONE WHITE'. G.C. TO

PROVIDE RAINWATER

LEADER; PAINTED TO MATCH

'CHARCOAL GREY'.

19' - 1"

T/O PARAPET FLASHING

19' - 1"

T/O PARAPET FLASHING

19

' - 1

"

T/O

P

AR

AP

ET

F

LA

SH

IN

G

19

' - 1

"

T/O

P

AR

AP

ET

F

LA

SH

IN

G

19

' - 1

"

T/O

P

AR

AP

ET

F

LA

SH

IN

G

19' - 1"

T/O PARAPET FLASHING

19

' - 1

"

T/O

P

AR

AP

ET

F

LA

SH

IN

G

19

' - 1

"

T/O

P

AR

AP

ET

F

LA

SH

IN

G

19

' - 1

"

T/O

P

AR

AP

ET

F

LA

SH

IN

G

22

' - 1

"

T/O

E

NT

RA

NC

E B

LA

DE

11

' - 0

"

T/O

R

IB

BO

N

11' - 0"

T/O RIBBON

WALL WASHLIGHTS

WALL WASHLIGHTS WALL WASHLIGHTS

18

' - 3

" (E

XIS

T.)

T/O

P

AR

AP

ET

18' - 3" (EXIST.)

T/O PARAPET

18' - 3" (EXIST.)

T/O PARAPET

18

' - 3

" (E

XIS

T.)

T/O

P

AR

AP

ET

18' - 3" (EXIST.)

T/O PARAPET

18' - 3" (EXIST.)

T/O PARAPET

18

' - 3

" (E

XIS

T.)

T/O

P

AR

AP

ET

18

' - 3

" (E

XIS

T.)

T/O

P

AR

AP

ET

18

' - 3

" (E

XIS

T.)

T/O

P

AR

AP

ET

18' - 3" (EXIST.)

T/O PARAPET

EX

IS

TIN

G

T/O

F

LA

SH

IN

G

EX

IS

TIN

G

T/O

F

LA

SH

IN

G

20' - 7"

T/O DRIVE-THRU CLIP

12' - 4"

T/O DRIVE-THRU CANOPY

20' - 7"

T/O DRIVE-THRU CLIP

20

' - 7

"

T/O

D

RIV

E-T

HR

U C

LIP

12' - 4"

T/O DRIVE-THRU CANOPY

2%

S

LO

PE

20

' - 7

"

T/O

D

RIV

E-T

HR

U C

LIP

28' - 7"

T/O METAL CORNICE

28' - 7"

T/O METAL CORNICE

28

' - 7

"

T/O

M

ET

AL

C

OR

NIC

E

28

' - 7

"

T/O

M

ET

AL

C

OR

NIC

E

17

' - 2

"

T/O

R

IB

BO

N

17' - 2"

T/O RIBBON

EXISTING

ROOF LEVEL

28' - 5 3/8" (APPROX.)

ROOF HIGH POINT

24' - 2 1/2" (APPROX.)

ROOF LOW POINT

RP1

RP2

RP2

RP3 RP3

20' - 7"

T/O DRIVE-THRU CLIP

RP3

RP3 RP3

RP4RP2 RP2

RP1

RP5

RP5

RP2

RP1RP1

R1

R1

R1

R1

R1

R1

R1R1

R1

R1

R1

R1

R2 R2

R2

R2

R2

R2

R1

SIM.

SIM. SIM.

SIM.

SIM.SIM. SIM.

RP2

RP1

ACM DRIVE-THRU PARAPET WALL - MCD 51

· 2 1/4" ALPOLIC ACM PANEL SYSTEM TO MATCH COLOUR <PT-8 : "BONE WHITE">

· AIR BARRIER (VAPROSHIELD SLOPESHIELD IT; WHITE SIDE EXPOSED)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING; CONTINUOUS FROM TOP OF DRIVE-THRU CANOPY

· WOOD STUDS (REFER TO STRUCTURAL DRAWINGS)

· 1/2" EXTERIOR GRADE PLYWOOD SHEATHING

· AIR BARRIER (VAPROSHIELD SLOPESHIELD IT; WHITE SIDE EXPOSED)

· ROOF MEMBRANE LAPPED AT PARAPET

· 2 1/4" ALPOLIC ACM PANEL SYSTEM TO MATCH COLOUR <PT-8 : "BONE WHITE"> (AT TOP OF PARAPET).

CONSTRUCTIONTAG DESCRIPTION

ROOF PARAPET TYPES

CONSTRUCTIONTAG DESCRIPTION

RP4

RP5

RP3

NOTES

· AIR BARRIER TO GO OVER TOP OF PARAPET AND TO MAINTAIN CONTINUOUS CONNECTION TO WALL AND ROOFING MEMBRANES.

PROVIDE MIN. 6" OVERLAP.

· PROVIDE SLOPED WOOD PARAPET CAP FRAMING TO SUIT.

· PROVIDE METAL CAP FLASHING TO SUIT, PAINTED TO MATCH <PT-2 : "CHARCOAL GREY">.

2 1/2"VERIFY

2 1/2"VERIFY

VICWEST AD-300 PARAPET WALL - MZG-GREY

· 1 3/4" VICWEST METAL SIDING, PROFILE AD-300 TO MATCH <PT-2 : "CHARCOAL GREY">

· AIR BARRIER (VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: (VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING; TOE NAILED INTO TOP PLATES

· WOOD STUDS (REFER TO STRUCTURAL DRAWINGS)

· 1/2" EXTERIOR GRADE PLYWOOD SHEATHING

· AIR BARRIER (VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)

· ROOF MEMBRANE LAPPED AT PARAPET

NOTES

· AIR BARRIER TO GO OVER TOP OF PARAPET AND TO MAINTAIN CONTINUOUS CONNECTION TO WALL AND ROOFING MEMBRANES.

PROVIDE MIN. 6" OVERLAP.

· PROVIDE SLOPED WOOD PARAPET CAP FRAMING TO SUIT.

· PROVIDE METAL CAP FLASHING TO SUIT, PAINTED TO MATCH <PT-2 : "CHARCOAL GREY">.

3"VERIFY

NOTES

· AIR BARRIER TO GO OVER TOP OF PARAPET AND TO MAINTAIN CONTINUOUS CONNECTION TO WALL AND ROOFING MEMBRANES.

PROVIDE MIN. 6" OVERLAP.

· PROVIDE SLOPED WOOD PARAPET CAP FRAMING TO SUIT.

3"VERIFY

NOTES

· AIR BARRIER TO GO OVER TOP OF PARAPET AND TO MAINTAIN CONTINUOUS CONNECTION TO WALL AND ROOFING MEMBRANES.

PROVIDE MIN. 6" OVERLAP.

· PROVIDE SLOPED WOOD PARAPET CAP FRAMING TO SUIT.

ACM BLADE PARAPET WALL - MCD RED

· 2 1/4" ALPOLIC ACM PANEL SYSTEM TO MATCH COLOUR <PT-10 : "BRIGHT RED">

· AIR BARRIER (VAPROSHIELD SLOPESHIELD IT; RED SIDE EXPOSED)

OPTIONAL: (VAPROSHIELD SLOPESHIELD SA; RED NON-STICK SIDE EXPOSED)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING; CONTINUOUS FROM TOP OF DRIVE-THRU CANOPY

· WOOD STUDS (REFER TO STRUCTURAL DRAWINGS)

· 1/2" EXTERIOR GRADE PLYWOOD SHEATHING

· AIR BARRIER (VAPROSHIELD SLOPESHIELD IT; RED SIDE EXPOSED)

· ROOF MEMBRANE LAPPED AT PARAPET

· 2 1/4" ALPOLIC ACM PANEL SYSTEM TO MATCH COLOUR <PT-10 : "BRIGHT RED"> (AT TOP OF PARAPET).

2 1/4"VERIFY

NOTES

· AIR BARRIER TO GO OVER TOP OF PARAPET AND TO MAINTAIN CONTINUOUS CONNECTION TO WALL AND ROOFING MEMBRANES.

PROVIDE MIN. 6" OVERLAP.

· PROVIDE SLOPED WOOD PARAPET CAP FRAMING TO SUIT.

· PROVIDE METAL CAP FLASHING TO SUIT, PAINTED TO MATCH <PT-2 : "CHARCOAL GREY">.

FIBER CEMENT LAP SIDING PARAPET WALL - CHESTNUT BROWN

· 3/8" FIBER CEMENT LAP SIDING C/W 1"X3" TRIM IN "CHESTNUT BROWN"

· 1/2" PRESSURE TREATED STRAPPING

· AIR BARRIER (VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: (VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING

· WOOD STUDS (REFER TO STRUCTURAL DRAWINGS)

· 1/2" EXTERIOR GRADE PLYWOOD SHEATHING

· AIR BARRIER (VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)

· ROOF MEMBRANE LAPPED AT PARAPET

VICWEST AD-150 PARAPET WALL - MZG-GREY

· 1 3/4" VICWEST METAL SIDING, PROFILE AD-150 TO MATCH <PT-2 : "CHARCOAL GREY">

· AIR BARRIER (VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: (VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)

· 3/4" EXTERIOR GRADE PLYWOOD SHEATHING; TOE NAILED INTO TOP PLATES

· WOOD STUDS (REFER TO STRUCTURAL DRAWINGS)

· 1/2" EXTERIOR GRADE PLYWOOD SHEATHING

· AIR BARRIER (VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)

· ROOF MEMBRANE LAPPED AT PARAPET

CONSTRUCTIONTAG DESCRIPTION

ROOF TYPES

R1

NOTES

· PORTION OF EXISTING MANSARD ROOF TRUSS TO REMAIN.

· EXISTING PRE-FINISHED METAL PARAPET FLASHING BEHIND TO REMAIN.

· MAKE GOOD EXISTING FLASHING AS REQUIRED.

· PROVIDE NEW FLASHING OVER NEW T.P.O. ROOF MEMBRANE.

· ENSURE PROPER/CONTINUOUS OVERLAP OF ROOF MEMBRANE.

R2

ROOF: T.P.O. ROOFING SYSTEM

· T.P.O. ROOF MEMBRANE

· 10 MIL VAPOUR RETARDER

· 5/8" EXTERIOR GRADE SHEATHING

· WOOD BRACING / STRUCTURE (REFER TO STRUCTURAL DRAWINGS)

NOTES

· VAPROSHIELD ICE & WATER SHIELD TO WRAP UP SIDES OF PARAPET WALL WITH CONTINUOUS CONNECTION TO WALL AND

ROOFING MEMBRANES. PROVIDE MIN. 6" OVERLAP

· VAPROSHIELD ICE & WATER SHIELD TO WRAP DOWN SIDES OF MAIN WALL WITH CONTINUOUS CONNECTION TO WALL

MEMBRANES. PROVIDE MIN. 6" OVERLAP

RIBBON / CANOPY: WHITE ALPOLIC

· WHITE ACM PANEL SYSTEM

· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

· 1/2" EXTERIOR GRADE SHEATHING (SLOPED)

· BLOCKING AS REQUIRED @ 16" O.C.

· WOOD / WOOD & STEEL SUPPORTS (REFER TO STRUCTURAL DRAWINGS)

· 1/2" EXTERIOR GRADE SHEATHING

· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

· WHITE ACM PANEL SYSTEM & WHITE AD-300 PANEL SYSTEM AS SOFFIT

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurants

of Canada Limited (or its affiliated or related companies) and may not be

reproduced, used, downloaded, disseminated, published, or transferred in

any form or by any means, except with the prior written consent of

McDonald's Restaurants of Canada Limited. Copyright infringement is a

violation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project and

to report any discrepancies to the McDonald's Restaurants of Canada

Limited representative prior to commencing work. These drawings are not

to be used for construction purposes unless indicated by McDonald's

Restaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

01A2.5

ROOF PLANSCALE 1/4" = 1'-0"

EXISTING ROOF/ROOFTOP

EQUIPMENT TO REMAIN

ROOF PLAN LEGEND

DETAIL NUMBER

DRAWING NUMBER

ROOF PARAPET TYPE

01

A2.1

SYMBOL LEGEND

GENERAL NOTES

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND REGULATIONS FOR CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND AUTHORITIES HAVING JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT CONSTRUCTION CONFLICTS AND/OR DELAYS.

6. G.C. TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALL/PARAPET CONSTRUCTION FOR MOUNTING OF SIGNS. BLOCKING TO BE ALIGNED WITH EXTERIOR FACE OF STUDS. REFER TO SIGN SHOP DRAWINGS FOR BLOCKING

REQUIRED.

7. G.C. TO CAULK ALL DISSIMILAR FINISHES.

8. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL FINISHES ORDERED AND/OR PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS AWARDED TO AVOID DELIVERY

ISSUES.

9. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY ALTERNATIVES; SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON CHART OUTLINING THE

SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT SUPPLY AGREEMENTS ARE IN PLACE AND SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.

10. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE REMOVAL,

INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

11. FOR SIGNS, REFER TO PROPOSED EXTERIOR ELEVATIONS.

12. REFER TO PLAN DETAILS AND WALL SECTIONS FOR DIMENSIONS.

13. TOP OF NEW PARAPETS, DRIVE-THRU CLIPS, BLADES, RIBBONS, CANOPIES AND METAL CORNICE TO HAVE MINIMUM 2% SLOPE. REFER TO WALL SECTIONS.

14. EXTERIOR WALL GRADE PLYWOOD TO BE TOE NAILED INTO BASEPLATE/TOP PLATES AS PER MUNICIPAL/JUDICIAL BY-LAWS/GOVERNING AUTHORITY.

15. THE BUILDING ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH THE REQUIREMENTS LISTED UNDER OBC SB-10 AND THE REQUIREMENTS OF ASHRAE 90.1-2010.

16. THE BUILDING ENVELOPE SHALL BE FULLY INSULATED WITH EXCEPTION TO DOORS, WINDOWS, ROOF PENETRATIONS AND BUILDING SERVICE PENETRATIONS AS PERMITTED UNDER THE REQUIREMENTS OF ABOVE CLAUSE.

17. G.C. SHALL INCLUDE BID PRICING FOR REPLACING ROOF INSULATION REGARDLESS OF DISCREPANCIES OR OMISSIONS OF SUCH INSULATION IN THE ATTACHED DRAWINGS, WHETHER ON THE FLOOR PLANS, BUILDING SECTIONS,

WALL SECTIONS, PLAN DETAILS AND/OR DETAIL SECTIONS, WHETHER THE DRAWING IDENTIFIES SUCH OMISSION FOR CLARITY OF DETAIL OR NOT.

18. ADDITIONAL FEES RELATING TO INSULATION WITHIN THE BUILDING ENVELOPE WILL NOT BE CONSIDERED.

19. GENERAL CONTRACTOR TO PROVIDE PROPER HOARDING DURING THE ENTIRE DEMOLITION AND CONSTRUCTION AND ENSURE THAT THE OPERATION OF TENANT'S BUSINESS NOT TO BE DISTURBED DURING CONSTRUCTION.

20. THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE DURING THE TENDERING AND COMPLETELY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, NO EXTRA WILL BE CONSIDERED FOR WORK REQUIRED TO

MAKE GOOD AND PROVIDE A COMPLETE JOB.

20'-7"

T/O D/T CLIP (TYP.) LOCATION

LEVEL

DIRECTION OF ROOF SLOPE

RP#

ROOF PLAN

& NOTES

A2.5

1/4" = 1'-0"

CRISTINA FLORES

N/A

CRISTINA FLORES

EXISTING PRE-FINISHED METAL

FLASHING TO REMAIN; REPAINT

TO MATCH 'CHARCOAL GREY'.

R#

ROOF TYPE

Page 10: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

603

602A

NEW METAL RAILING C/W GLAZING (TYP.). REFERTO PATIO DETAILS ON SHEET A2.5.

EXISTING PAVERS TO REMAIN AND BE CLEANED,REPLACED AND RE-LEVELLED AS REQUIRED.WHERE CORING/SUPPORT IS REQUIRED FOR THENEW PATIO FURNITURE AND POSTS, G.C. IS TOREMOVE EXISTING PAVERS AND ARRANGE FORSAFE STORAGE, EXCAVATE TO ACCOMMODATENEW CONCRETE BASES/SUPPORTS AND PROVIDEPOURED CONCRETE FOR NEW CONCRETE BASES.

607

607

607

607

607

603

606

608

608

608

608

608

601 601

601601

602A 602A 602A

605 605

605

602A 602A

602A 602A

601

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

4'-0"

3'-1"

4'-0"

3'-1

0"4'

-0"

3'-1

1"

2'-11 3/4"

2'-11 3/4"

4'-1

1 1/

2"

50°

6° 14°

22°

29°

37°

58°

52°

44°

2'-3 1/4" 2'-3 1/4" 3'-11 3/4" 3'-10 1/2" 3'-8 1/2" 3'-6" 3'-2 1/2" 2'-10 1/2" 2'-5 3/4" 1'-7 1/2"

1'-1

1"1'

-11"

605

603

602A

607607

607

607

607

603606

608

608

608

608

608

601 601

601601

602A 602A 602A

605 605

605

602A 602A

602A 602A

601

605

1'-3" 1'-3" 5'-2" 1'-3" 1'-3" 5'-5 1/2" 1'-3" 1'-3" 6'-8 1/4"2'-1"

3'-1 1/2" 3'-10 3/4" 3'-8 3/4" 3'-5" 3'-0 3/4" 1'-9" 7 1/2"7'-3 1/2"

1'-9

"1'

-9"

1'-9

"1'

-9"

1'-9

"1'

-9"

3'-1

1/4

"5'

-5 3

/4"

3 3/

4"

1'-4

1/2

"1'

-11

1/4"

2'-3

1/2

"2'

-8 3

/4"

2'-8

1/4

"7'

-9 1

/4"

2'-0" 5'-8" 2'-0" 5'-11 1/2" 2'-0" 6'-11 1/4"

PATIO DETAILS &SCHEDULES

A2.6

AS NOTED

602A

603

605

18" BENCH SEAT WITH BACK

GARBAGE BIN

4 PERSON RECTANGULAR TABLE

607

608

PLANTER

PATIO UMBRELLA

MARK EQUIPMENT

EQUIPMENT LIST - PATIO

606 3 PERSON (BARRIER- FREE) COMMUNAL TABLE

01A2.6

PATIO LAYOUTSCALE 3/8" = 1'-0"

QTYSYMBOL DESCRIPTION

PATIO FURNITURE SCHEDULE

ARTITALIA GARBAGE BINCODE: MCD-0025

ARTITALIA 4 PERSON RECTANGULARTABLE42"W X 24"D X 30"HCODE: MCD-0009

ARTITALIA PLANTER48"W X 16"D X 30"HCODE: MCD-0022

TUCCI PATIO UMBRELLA5.5' SQUARE, MASTER PARASOL WITH LOCKG.C. TO CUT HOLE IN CORIAN TO ALLOW FOR UMBRELLA TOSLIDE INTO BASE.

REFER TO DRAWINGS FOR TABLE LOCATION.

BAY MASTER COLLECTION. SQUARE/MARKET PROFILE/SINGLEWIND VENT/WHITE COLOURED McCAFE LOGO ON TWO OPPOSITE PANELS.SUNBRELLA MARINE FABRIC - TRUE BROWN #4621

CONTACT: DEMAINE & COLLIS GROUPATTN: STEVE DEMAINE 855.337.2995 OR [email protected]

ARTITALIA BENCH SEATWITH BACK18"W X 20.5"D X 33.1"HCODE: MCD-0019

ARTITALIA 3 PERSON (BARRIER-FREE)RECTANGULAR TABLE42"W X 24"D X 30"HCODE: MCD-0009

PATIO FURNITURE NOTES

ALL ITEMS SUPPLIED AND INSTALLED BY G.C.

CONTACT: BECKY KASTNERT: (514) 643-0114 EXT. 385E: [email protected]

25% DEPOSIT IS REQUIRED FOR ALL FRANCHISED LOCATIONS BEFORE THEORDER WILL BE PUT INTO PRODUCTION.

601

ARTITALIA BENCH SEATWITH BACK48"WCODE: MCD-0008

5

601 48" BENCH SEAT WITH BACK

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

SEPIDEH ABAII

SEPIDEH ABAII

CRISTINA FLORES

02A2.6

PATIO CORING PLANSCALE 3/8" = 1'-0"

602A

603

605

606

607

608

8

2

4

1

5

5

Page 11: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

4'-2

1/2"

6"

1'-0"

DIMENSION SHOWN ASTYPICAL. REFER TO PATIOPLAN FOR ACTUAL SPAN.

4X4" STEEL TUBE POSTC/W WELDED CAP. GRINDALL EDGES FLUSH WITHSIDES. POSTS ARE TO BEPAINTED PT-2 USINGDEVTHANE 379 PRODUCTAND APPLICATIONREQUIREMENTS.

12" TEMPERED GLAZING

UNIT WITH POLISHEDEDGES.

STEEL GLAZING CHANNELANCHORD TO STEEL TUBEPOSTS.

ENSURE ADEQUATESUPPORT ON EITHER SIDEFOR GLAZING UNIT.

STEEL PLATE BOLTED TOCONC. BASE. PAINT PT-2(TYP)

12" SONO TUBEFOUNDATION TO A DEPTHOF 4" MIN. BELOWFINISHED PATIOSIDEWALK.

12" SONO TUBEFOUNDATION TO A DEPTHOF 4" MIN. BELOWFINISHED PATIOSIDEWALK.

4X4" STEEL TUBE POSTC/W WELDED CAP. GRINDALL EDGES FLUSH WITHSIDES. POSTS ARE TO BEPAINTED PT-2 USINGDEVTHANE 379 PRODUCTAND APPLICATIONREQUIREMENTS.

STEEL PLATE BOLTED TOCONC. BASE. PAINT PT-2(TYP)1

2" TEMPERED GLAZINGUNIT WITH POLISHEDEDGES.

4X4" STEEL TUBE POSTC/W WELDED CAP. GRINDALL EDGES FLUSH WITHSIDES. POSTS ARE TO BEPAINTED PT-2 USINGDEVTHANE 379 PRODUCTAND APPLICATIONREQUIREMENTS.1

2" TEMPERED GLAZING UNITWITH POLISHED EDGES.STEEL GLAZING CHANNELON EITHER ENDANCHORED TO STEELTUBE POSTS ANDSUPPORTS. ENSUREADEQUATE SUPPORT ATBOTTOM FOR GLAZING.STEEL PLATE BOLTED TOCONC. BASE. PAINT PT-2(TYP)

12" SONO TUBEFOUNDATION TO A DEPTHOF 4" MIN. BELOWFINISHED PATIOSIDEWALK.

12" TEMPERED GLAZING UNIT

WITH POLISHED EDGES

4" 4'-8" MAX 4"VARIES

TYP.

3 1/

2"4'-

0"M

IN.

4"

6"4'-

6"4'-

0"3

1/4"

11.88"

1/2"

BASE TOP PLATE

11.5"

1"

30"

12"

NOTE:G.C. TO REFER TOMANUFACTURER'S INSTALLATIONINSTRUCTIONS FOR SECURINGTABLE, CHAIR AND PLANTERS TOCONCRETE.

FINISH FLOORHEIGHT

G.C. TO CUTHOLE IN CORIANTOP SO UMBRELLAFITS INTO BASE.G.C. TO CONFIRMUMBRELLA POSTSIZE W/UMBRELLAMANUFACTURERPRIOR TOCOMMENCINGWORK.

CENTRE

CE

NTR

E

CL

CL

PATIO DETAILS

A2.7

AS NOTED

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

SEPIDEH ABAII

SEPIDEH ABAII

CRISTINA FLORES

01A2.7

TYPICAL GLASS UNIT ENCLOSURE DETAILSSCALE 3/4" = 1'-0"

02A2.7

TYPICAL GLASS PATIO INSTALLATION DETAILSCALE 1" = 1'-0"

03A2.7

UMBRELLA CUT OUTSCALE 1" = 1'-0"

Page 12: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

33'-2

"

TOP OF FINISH FLOOR0'-0"

TOP OF PARAPET18'-3"

U/S OF SOFFIT FASCIA11'-0"

TOP OF ENT. CANOPY RIDGE20'-9"

11'-0

"7'

-3"

2'-1

0"12

'-1"

TOP OF TOWER RIDGE33'-2"

0107 07

1415 09 17 17 1721TYP.

21TYP.

21TYP.

21TYP.

21TYP.

23 2326 26

3601 07 02 01 01 01

21TYP.

33 33 33

07

06TYP.

05TYP.

06TYP.

05TYP. TYP.

06

11 14 11 24 11 5TYP.

36 02

28TYP.

21TYP.

28TYP.

0133

'-2"

TOP OF FINISH FLOOR0'-0"

TOP OF PARAPET18'-3"

U/S OF SOFFIT FASCIA11'-0"

TOP OF ENT. CANOPY RIDGE20'-9"

11'-0

"7'

-3"

2'-1

0"12

'-1"

TOP OF TOWER RIDGE33'-2"

04

0102 07 02 01 0107 010701

05TYP.

06TYP.

06TYP.

1212 15 20TYP.

21TYP.

27TYP.

28TYP.

21TYP.

28TYP.

33

36 07 01

3/16" = 1'-0"

A4.1

DEMOLITIONEXTERIOR

ELEVATIONS

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

SEPIDEH ABAII

SEPIDEH ABAII

CRISTINA FLORES

NOTES

-GENERAL CONTRACTOR TO PROVIDE PROPER HOARDING DURING THE ENTIRE DEMOLITIONAND CONSTRUCTION AND ENSURE THAT THE OPERATION OF TENANTS BUSINESS NOT TO BEDISTURBED DURING CONSTRUCTION

-

ALL WALL ASSEMBLIES TO BE COMPLETELY REMEDIED OF ANY ASSOCIATED MOLDTHROUGHOUT ENTIRE BUILDING. ALL FRAMING AND DRYWALL AFFECTED BY MOLD IS TO BEPROPERLY EXAMINED/REMOVED AND REFINISHED WITH NEW PRIOR TO FINISHES BEINGAPPLIED. CO-ORDINATE WITH P.M. AND MOLD REMEDIATION CONSULTANTS FOR DETAILS ANDDIRECTIONS

-THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE DURING THE TENDERINGAND COMPLETELY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, NO EXTRA WILL BECONSIDERED FOR WORK REQUIRED TO MAKE GOOD AND PROVIDE COMPLETE JOB

GENERAL NOTES

A ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETYACT AND REGULATIONS FOR CONSTRUCTION PROJECTS

BALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERALSTANDARDS AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCALUTILITIES

C ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS ANDAUTHORITIES HAVING JURISDICTION

DTHE GENERAL CONTRACTOR IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURINGTHE PERIOD OF THIS CONTRACT. THE GENERAL CONTRACTOR SHALL COORDINATECONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT CONSTRUCTIONCONFLICTS AND/OR DELAYS

EGENERAL CONTRACTOR TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALLCONSTRUCTION FOR MOUNTING OF KITCHEN EQUIPMENT. BLOCKING TO BE ALIGNED WITHEXTERIOR FACE OF STUDS. REFER TO RELEVANT DRAWINGS FOR BLOCKING REQUIRED

FGENERAL CONTRACTOR TO PROVIDE ¾” PLYWOOD BLOCKING ALIGNED WITH STUD FACE FORALL WALL MOUNTED WASHROOM FIXTURES, GRAB BARS, ETC. REFER TO INTERIOR DRAWINGSFOR DETAILS OF AREAS REQUIRING BLOCKING

G INTERIOR WALL DIMENSIONS ARE TAKEN TO CENTER LINE OF WALL CONSTRUCTION

H INTERIOR PARTITIONS SHALL BE CONTINUOUS TO UNDERSIDE OF TRUSSES

I G.C. TO CAULK ALL DISSIMILAR MATERIALS

J PROVIDE PRESSURE TREATED BASE PLATE IN ALL BACK OF HOUSE WALL PARTITIONSADJACENT TO WASHROOMS, KITCHEN AREA AND STORAGE AREAS

K REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINS AND ROUGH-IN LOCATIONS OF WATERCONNECTIONS

LGENERAL CONTRACTOR TO PROVIDE FOR ½” PLYWOOD BACKING BEHIND ELECTRICAL PANELSAND COMMUNICATION BOARD WITHIN THE ELECTRICAL ROOM; REFER TO ELECTRICALDRAWINGS FOR LOCATION

MGENERAL CONTRACTOR TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHESSPECIFIED; CONTRACTOR SHALL HAVE ALL FINISHES ORDERED AND/OR PLACED ON HOLD FORTHE PROJECT AS SOON AS THE PROJECT IS AWARDED TO AVOID DELIVERY ISSUES

NGENERAL CONTRACTOR TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECTPRIOR TO ORDERING ANY ALTERNATES; SUBSTITUTIONS AND/OR ALTERNATES SHALL BESUBMITTED WITH COMPARISON CHART OUTLINING THE IMILARITIES/DIFFERENCES FROM THESPECIFIED PRODUCT; NOTE THAT SUPPLY AGREEMENTS ARE IN PLACE AND

O

SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL FROMTHE ARCHITECT; SUBSTITUTES/ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROMTHE ARCHITECT SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALLCOSTS ASSOCIATED WITH THE REMOVAL, INSTALLATION, RE-STOCK FEES AS APPLICABLESHALL BE ASSUMED BY THE GENERAL CONTRACTOR

KEY NOTE LEGEND

1

EXISTING ROOF/MANSARD ROOF C/W SOFFIT AND EXTERIORSOFFIT LIGHTING/ELECTRICAL EQUIPMENT TO BE REMOVED.REFER TO WALL SECTIONS FOR EXISTING STRUCTURALSUPPORT THAT SHALL REMAIN.

2

REMOVE EXISTING FINISH TO EXPOSE EXTERIOR WALLSTRUCTURE. REMOVE AND REPLACE DAMAGED SHEATHING.MAINTAIN THE CONTINUITY OF INSULATION AND VAPOURBARRIER. EXISTING WALL STRUCTURE TO REMAIN

3

REMOVE EXISTING EXTERIOR TRIM TO EXPOSE EXTERIORWALL STRUCTURE TO ACCOMMODATE NEW PARAPET WALLDESIGN. MAINTAIN THE CONTINUITY OF VAPOUR BARRIER.EXISTING WALL STRUCTURE TO REMAIN.

4 G.C. TO REMOVE EXISTING STONE/BRICK BASE AND CAP.

5EXISTING WALL TO REMAIN AND BE PREPARED FOR NEWPAINT/ STAIN FINISH. REFER TO PROPOSED PLANS ANDELEVATIONS FOR COLOUR.

6EXISTING STONE BASE TO REMAIN AND BE PREPARED FORNEW PAINT/STAIN FINISH. REFER TO PROPOSED PLANS ANDELEVATIONS FOR COLOURS.

7 REMOVE EXISTING EXTERIOR SIGNAGE.

8 EXISTING SPEAKER TO BE REMOVED AND RE-INSTALLED.

9 EXISTING BARRIER FREE DOOR OPERATOR TO REMAIN.

10EXISTING BARRIER FREE DOOR OPERATOR TO BERE-LOCATED. REFER TO PROPOSED ELEVATIONS ANDFLOOR PLAN FOR NEW LOCATION.

11 REMOVE AND REPLACE EXISTING EXTERIOR LIGHTS. REFERTO ELECTRICAL DRAWINGS.

12REMOVE EXISTING EXTERIOR LIGHTS/ELECTRICALCONNECTIONS. PATCH AND MAKE GOOD SURFACE TOMATCH EXISTING TO RECEIVE NEW FINISH.

13 EXISTING WINDOW GRAPHICS TO BE REMOVED.

14 EXISTING EQUIPMENT/FIXTURE TO REMAIN.

15 EXISTING ENTRANCE DOOR AND FRAMES TO REMAIN.

16 EXISTING DOOR AND FRAMES TO REMAIN.

17EXISTING EXTERIOR DOOR AND FRAMES TO REMAIN, TO BEPREPARED FOR NEW PAINT FINISH. REFER TO PROPOSEDELEVATIONS FOR DETAILS.

18 EXISTING EXTERIOR DOOR TO BE REMOVED IN ITSENTIRETY.

19 EXISTING DRIVE-THRU WINDOW AND FRAMES TO REMAIN.

20 G.C. TO REMOVE EXISTING WINDOW/GLAZING AND FRAMES.

21 EXISTING WINDOW/GLAZING AND FRAMES TO REMAIN.

22 EXISTING GAS METER TO REMAIN.

23

EXISTING GARBAGE ENCLOSURE DOORS AND FRAMES TOREMAIN AND BE PREPARED FOR NEW PAINT/STAIN FINISH.REFER TO PROPOSED PLANS AND ELEVATIONS FORCOLOUR AND MATERIAL.

24 PAINT EXISTING METAL CAP FLASHING 'CHARCOAL GREY'.

25EXISTING LADDER TO REMAIN AND BE PATCHED/REPAIREDAS REQUIRED FOR NEW PAINT FINISH. REFER TO PROPOSEDPLANS AND ELEVATIONS FOR COLOUR AND MATERIAL.

26 EXISTING FRAMED WALL GRAPHIC TO BE REMOVED FORRENOVATION WORKS. G.C. TO CONFIRM RE-INSTALLATION.

27 EXISTING WINDOW/GLAZING TO BE REMOVED. EXISTINGFRAMES TO REMAIN.

28 EXISTING GRAPHIC FILM ON GLAZING/SPANDREL TO REMAIN.

29EXISTING FAST-FORWARD WINDOW C/W GLAZING ABOVEAND BELOW TO BE REMOVED. EXISTING FRAMES TOREMAIN.

30 EXISTING SPANDREL GLASS AND FRAMES TO REMAIN.

31 EXISTING STAINLESS STEEL PANEL TO REMAIN.

32 EXISTING RMHC DONATION BOX TO REMAIN.

33EXISTING BOLLARD TO REMAIN. PREP AND MAKE GOOD TORECEIVE NEW SUREGUARD BOLLARD COVER IN GREY WITHWHITE TAPE.

34 EXISTING EXTERIOR SECURITY CAMERA TO BE REMOVEDAND RE-INSTALLED.

35 EXISTING GUTTER AND RAINWATER LEADER TO REMAIN ANDBE REPAINTED IN 'CHARCOAL GREY'.

36 EXISTING SNOW GUARD SYSTEM TO BE REMOVED.

01A4.1

DEMOLITION WEST ELEVATION (SIDE ENTRANCE)SCALE 3/16" = 1'-0"

02A4.1

DEMOLITION NORTH ELEVATIONSCALE 3/16" = 1'-0"

KEY NOTE LEGEND

Page 13: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

33'-2

"

TOP OF FINISH FLOOR0'-0"

TOP OF PARAPET18'-3"

TOP OF TOWER RIDGE33'-2"

U/S OF SOFFIT FASCIA11'-0"

TOP OF ENT. CANOPY RIDGE20'-9"

11'-0

"7'

-3"

2'-1

0"12

'-1"

TOP OF FINISH FLOOR0'-0"

TOP OF PARAPET18'-3"

U/S OF SOFFIT FASCIA11'-0"

TOP OF ENT. CANOPY RIDGE20'-9"

11'-0

"7'

-3"

2'-1

0"

01 01 0102 02

05TYP.

05TYP.

05TYP.

06TYP.

06TYP.

06TYP.

07

19

0202

06TYP.

06TYP.

05TYP.

07 07 07

121219 2726 27TYP.

2930TYP.

31 32 28TYP.

28TYP.

33 33

36 36 01

31

2435

34

3636 0101

01

33'-2

"

TOP OF FINISH FLOOR0'-0"

TOP OF PARAPET18'-3"

U/S OF SOFFIT FASCIA11'-0"

TOP OF ENT. CANOPY RIDGE20'-9"

11'-0

"7'

-3"

2'-1

0"12

'-1"

TOP OF TOWER RIDGE33'-2"

1422 2533 33 3327 34 35

0102 0101 0136 07

06TYP.

05TYP.

06TYP.

05TYP.

24

19 28TYP.

36

233

SEPIDEH ABAII

3/16" = 1'-0"

A4.2

DEMOLITIONEXTERIOR

ELEVATIONS

SEPIDEH ABAII

CRISTINA FLORES

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

01A4.2

DEMOLITION EAST ELEVATION (DRIVE-THRU)SCALE 3/16" = 1'-0"

02A4.2

DEMOLITION SOUTH ELEVATIONSCALE 3/16" = 1'-0"

NOTES

-GENERAL CONTRACTOR TO PROVIDE PROPER HOARDING DURING THE ENTIRE DEMOLITIONAND CONSTRUCTION AND ENSURE THAT THE OPERATION OF TENANTS BUSINESS NOT TO BEDISTURBED DURING CONSTRUCTION

-

ALL WALL ASSEMBLIES TO BE COMPLETELY REMEDIED OF ANY ASSOCIATED MOLDTHROUGHOUT ENTIRE BUILDING. ALL FRAMING AND DRYWALL AFFECTED BY MOLD IS TO BEPROPERLY EXAMINED/REMOVED AND REFINISHED WITH NEW PRIOR TO FINISHES BEINGAPPLIED. CO-ORDINATE WITH P.M. AND MOLD REMEDIATION CONSULTANTS FOR DETAILS ANDDIRECTIONS

-THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE DURING THE TENDERINGAND COMPLETELY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, NO EXTRA WILL BECONSIDERED FOR WORK REQUIRED TO MAKE GOOD AND PROVIDE COMPLETE JOB

GENERAL NOTES

A ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETYACT AND REGULATIONS FOR CONSTRUCTION PROJECTS

BALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERALSTANDARDS AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCALUTILITIES

C ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS ANDAUTHORITIES HAVING JURISDICTION

DTHE GENERAL CONTRACTOR IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURINGTHE PERIOD OF THIS CONTRACT. THE GENERAL CONTRACTOR SHALL COORDINATECONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT CONSTRUCTIONCONFLICTS AND/OR DELAYS

EGENERAL CONTRACTOR TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALLCONSTRUCTION FOR MOUNTING OF KITCHEN EQUIPMENT. BLOCKING TO BE ALIGNED WITHEXTERIOR FACE OF STUDS. REFER TO RELEVANT DRAWINGS FOR BLOCKING REQUIRED

FGENERAL CONTRACTOR TO PROVIDE ¾” PLYWOOD BLOCKING ALIGNED WITH STUD FACE FORALL WALL MOUNTED WASHROOM FIXTURES, GRAB BARS, ETC. REFER TO INTERIOR DRAWINGSFOR DETAILS OF AREAS REQUIRING BLOCKING

G INTERIOR WALL DIMENSIONS ARE TAKEN TO CENTER LINE OF WALL CONSTRUCTION

H INTERIOR PARTITIONS SHALL BE CONTINUOUS TO UNDERSIDE OF TRUSSES

I G.C. TO CAULK ALL DISSIMILAR MATERIALS

J PROVIDE PRESSURE TREATED BASE PLATE IN ALL BACK OF HOUSE WALL PARTITIONSADJACENT TO WASHROOMS, KITCHEN AREA AND STORAGE AREAS

K REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINS AND ROUGH-IN LOCATIONS OF WATERCONNECTIONS

LGENERAL CONTRACTOR TO PROVIDE FOR ½” PLYWOOD BACKING BEHIND ELECTRICAL PANELSAND COMMUNICATION BOARD WITHIN THE ELECTRICAL ROOM; REFER TO ELECTRICALDRAWINGS FOR LOCATION

MGENERAL CONTRACTOR TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHESSPECIFIED; CONTRACTOR SHALL HAVE ALL FINISHES ORDERED AND/OR PLACED ON HOLD FORTHE PROJECT AS SOON AS THE PROJECT IS AWARDED TO AVOID DELIVERY ISSUES

NGENERAL CONTRACTOR TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECTPRIOR TO ORDERING ANY ALTERNATES; SUBSTITUTIONS AND/OR ALTERNATES SHALL BESUBMITTED WITH COMPARISON CHART OUTLINING THE IMILARITIES/DIFFERENCES FROM THESPECIFIED PRODUCT; NOTE THAT SUPPLY AGREEMENTS ARE IN PLACE AND

O

SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED WITHOUT WRITTEN APPROVAL FROMTHE ARCHITECT; SUBSTITUTES/ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROMTHE ARCHITECT SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALLCOSTS ASSOCIATED WITH THE REMOVAL, INSTALLATION, RE-STOCK FEES AS APPLICABLESHALL BE ASSUMED BY THE GENERAL CONTRACTOR

KEY NOTE LEGEND

1

EXISTING ROOF/MANSARD ROOF C/W SOFFIT AND EXTERIORSOFFIT LIGHTING/ELECTRICAL EQUIPMENT TO BE REMOVED.REFER TO WALL SECTIONS FOR EXISTING STRUCTURALSUPPORT THAT SHALL REMAIN.

2

REMOVE EXISTING FINISH TO EXPOSE EXTERIOR WALLSTRUCTURE. REMOVE AND REPLACE DAMAGED SHEATHING.MAINTAIN THE CONTINUITY OF INSULATION AND VAPOURBARRIER. EXISTING WALL STRUCTURE TO REMAIN

3

REMOVE EXISTING EXTERIOR TRIM TO EXPOSE EXTERIORWALL STRUCTURE TO ACCOMMODATE NEW PARAPET WALLDESIGN. MAINTAIN THE CONTINUITY OF VAPOUR BARRIER.EXISTING WALL STRUCTURE TO REMAIN.

4 G.C. TO REMOVE EXISTING STONE/BRICK BASE AND CAP.

5EXISTING WALL TO REMAIN AND BE PREPARED FOR NEWPAINT/ STAIN FINISH. REFER TO PROPOSED PLANS ANDELEVATIONS FOR COLOUR.

6EXISTING STONE BASE TO REMAIN AND BE PREPARED FORNEW PAINT/STAIN FINISH. REFER TO PROPOSED PLANS ANDELEVATIONS FOR COLOURS.

7 REMOVE EXISTING EXTERIOR SIGNAGE.

8 EXISTING SPEAKER TO BE REMOVED AND RE-INSTALLED.

9 EXISTING BARRIER FREE DOOR OPERATOR TO REMAIN.

10EXISTING BARRIER FREE DOOR OPERATOR TO BERE-LOCATED. REFER TO PROPOSED ELEVATIONS ANDFLOOR PLAN FOR NEW LOCATION.

11 REMOVE AND REPLACE EXISTING EXTERIOR LIGHTS. REFERTO ELECTRICAL DRAWINGS.

12REMOVE EXISTING EXTERIOR LIGHTS/ELECTRICALCONNECTIONS. PATCH AND MAKE GOOD SURFACE TOMATCH EXISTING TO RECEIVE NEW FINISH.

13 EXISTING WINDOW GRAPHICS TO BE REMOVED.

14 EXISTING EQUIPMENT/FIXTURE TO REMAIN.

15 EXISTING ENTRANCE DOOR AND FRAMES TO REMAIN.

16 EXISTING DOOR AND FRAMES TO REMAIN.

17EXISTING EXTERIOR DOOR AND FRAMES TO REMAIN, TO BEPREPARED FOR NEW PAINT FINISH. REFER TO PROPOSEDELEVATIONS FOR DETAILS.

18 EXISTING EXTERIOR DOOR TO BE REMOVED IN ITSENTIRETY.

19 EXISTING DRIVE-THRU WINDOW AND FRAMES TO REMAIN.

20 G.C. TO REMOVE EXISTING WINDOW/GLAZING AND FRAMES.

21 EXISTING WINDOW/GLAZING AND FRAMES TO REMAIN.

22 EXISTING GAS METER TO REMAIN.

23

EXISTING GARBAGE ENCLOSURE DOORS AND FRAMES TOREMAIN AND BE PREPARED FOR NEW PAINT/STAIN FINISH.REFER TO PROPOSED PLANS AND ELEVATIONS FORCOLOUR AND MATERIAL.

24 PAINT EXISTING METAL CAP FLASHING 'CHARCOAL GREY'.

25EXISTING LADDER TO REMAIN AND BE PATCHED/REPAIREDAS REQUIRED FOR NEW PAINT FINISH. REFER TO PROPOSEDPLANS AND ELEVATIONS FOR COLOUR AND MATERIAL.

26 EXISTING FRAMED WALL GRAPHIC TO BE REMOVED FORRENOVATION WORKS. G.C. TO CONFIRM RE-INSTALLATION.

27 EXISTING WINDOW/GLAZING TO BE REMOVED. EXISTINGFRAMES TO REMAIN.

28 EXISTING GRAPHIC FILM ON GLAZING/SPANDREL TO REMAIN.

29EXISTING FAST-FORWARD WINDOW C/W GLAZING ABOVEAND BELOW TO BE REMOVED. EXISTING FRAMES TOREMAIN.

30 EXISTING SPANDREL GLASS AND FRAMES TO REMAIN.

31 EXISTING STAINLESS STEEL PANEL TO REMAIN.

32 EXISTING RMHC DONATION BOX TO REMAIN.

33EXISTING BOLLARD TO REMAIN. PREP AND MAKE GOOD TORECEIVE NEW SUREGUARD BOLLARD COVER IN GREY WITHWHITE TAPE.

34 EXISTING EXTERIOR SECURITY CAMERA TO BE REMOVEDAND RE-INSTALLED.

35 EXISTING GUTTER AND RAINWATER LEADER TO REMAIN ANDBE REPAINTED IN 'CHARCOAL GREY'.

36 EXISTING SNOW GUARD SYSTEM TO BE REMOVED.

KEY NOTE LEGEND

Page 14: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

TYP.TYP.TYP.TYP.TYP. TYP. TYP.

25'-8

"

TOP OF FINISH FLOOR0'-0"

U/S OF RIBBON15'-10" 01

09 14 02 0114 0309 30 10 1401 1219 19 14

21

6

21

34

2222 062006 2206 0520 050506 20 352006 2006 0520 05

15

06

1515

18 31

17 17

39 39 3924 43 41 28 28 2841 28 39 05 0645 45

303208 12

2

TOP OF ALPOLIC BLADE25'-8"

U/S OF CORNICE27'-8"

TOP OF METAL CORNICE28'-7"

3'-0

"

TYP.

TOP OF FINISH FLOOR0'-0"

22'-1

"

9'-8

"1'

-4"

TOP OF PARAPET19'-1"

U/S OF RIBBON9'-8"

8'-1

"

TOP OF ENTRANCE BLADE22'-1"

25'-8

"

TOP OF FINISH FLOOR0'-0"

U/S OF RIBBON15'-10"

15'-1

0"1'

-4"

8'-6

"

TOP OF ALPOLIC BLADE25'-8"

U/S OF CORNICE27'-8"

TOP OF METAL CORNICE28'-7"

08 14 14

05

30 09

06 06 16 0635203120 2845 1607 39 31 03

01100801 18110938

02

01

11

01

32 12

TYP.TYP.45TYP.

5

5

47TYP.

GENERAL CONTRACTOR TO PROVIDE PROPER HOARDING DURING THE ENTIRE DEMOLITION ANDCONSTRUCTION AND ENSURE THAT THE OPERATION OF TENANTS BUSINESS NOT TO BE DISTURBEDDURING CONSTRUCTION

1

2

3

NOTES:

3/16" = 1'-0"

A4.3

PROPOSEDEXTERIOR

ELEVATIONS

ALL WORK SHALL BE CARRIED OUT IN ACCORDANCEWITH APPLICABLE HEALTH AND SAFETY ACT ANDREGULATIONS FOR CONSTRUCTION PROJECTS

ALL WORK AND MATERIALS TO CONFORM TOAPPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDSAND SPECIFICATIONS INCLUDING ENVIRONMENT,TRANSPORTATION AND LOCAL UTILITIES

ALL WORK TO BE IN ACCORDANCE TO LOCAL,PROVINCIAL AND NATIONAL CODES, BYLAWS ANDAUTHORITIES HAVING JURISDICTION

THE GENERAL CONTRACTOR IS ADVISED THAT WORKSBY OTHERS MAY BE ONGOING DURING THE PERIOD OFTHIS CONTRACT. THE GENERAL CONTRACTOR SHALLCOORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHERCONTRACTORS TO PREVENT CONSTRUCTION CONFLICTSAND/OR DELAYS

GENERAL CONTRACTOR TO PROVIDE AND INSTALLWOOD BLOCKING WITHIN WALL CONSTRUCTION FORMOUNTING OF KITCHEN EQUIPMENT. BLOCKING TO BEALIGNED WITH EXTERIOR FACE OF STUDS. REFER TORELEVANT DRAWINGS FOR BLOCKING REQUIRED

GENERAL CONTRACTOR TO PROVIDE ¾” PLYWOODBLOCKING ALIGNED WITH STUD FACE FOR ALL WALLMOUNTED WASHROOM FIXTURES, GRAB BARS, ETC.REFER TO INTERIOR DRAWINGS FOR DETAILS OF AREASREQUIRING BLOCKING

INTERIOR WALL DIMENSIONS ARE TAKEN TO CENTER LINEOF WALL CONSTRUCTION

INTERIOR PARTITIONS SHALL BE CONTINUOUS TOUNDERSIDE OF TRUSSES

G.C. TO CAULK ALL DISSIMILAR MATERIALS

PROVIDE PRESSURE TREATED BASE PLATE IN ALL BACKOF HOUSE WALL PARTITIONS ADJACENT TO WASHROOMS,KITCHEN AREA AND STORAGE AREAS

REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINSAND ROUGH-IN LOCATIONS OF WATER CONNECTIONS

GENERAL CONTRACTOR TO PROVIDE FOR ½” PLYWOODBACKING BEHIND ELECTRICAL PANELS ANDCOMMUNICATION BOARD WITHIN THE ELECTRICAL ROOM;REFER TO ELECTRICAL DRAWINGS FOR LOCATION

GENERAL CONTRACTOR TO CONFIRM AVAILABILITY ANDLEAD TIMES ON ALL FINISHES SPECIFIED; CONTRACTORSHALL HAVE ALL FINISHES ORDERED AND/OR PLACEDON HOLD FOR THE PROJECT AS SOON AS THE PROJECTIS AWARDED TO AVOID DELIVERY ISSUES

GENERAL CONTRACTOR TO SUBMIT TWO (2) SETS OFSAMPLES FOR APPROVAL BY ARCHITECT PRIOR TOORDERING ANY ALTERNATES; SUBSTITUTIONS AND/ORALTERNATES SHALL BE SUBMITTED WITH COMPARISONCHART OUTLINING THE IMILARITIES/DIFFERENCES FROMTHE SPECIFIED PRODUCT; NOTE THAT SUPPLYAGREEMENTS ARE IN PLACE AND

SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTEDWITHOUT WRITTEN APPROVAL FROM THE ARCHITECT;SUBSTITUTES/ALTERNATES INSTALLED WITHOUT WRITTENAPPROVALS FROM THE ARCHITECT SHALL BE THE SOLERESPONSIBILITY OF THE GENERAL CONTRACTOR ANDALL COSTS ASSOCIATED WITH THE REMOVAL,INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALLBE ASSUMED BY THE GENERAL CONTRACTOR

A

B

C

D

I

L

M

N

O

J

K

E

F

G

H

GENERAL NOTES

SIGNAGE NOTE:

GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SIGNAGE WITH THE FOLLOWING TRADES:- SIGNAGE CONTRACTOR FOR SIGNAGE ANCHOR POINTS AND POWER INPUT LOCATION- ELECTRICAL CONTRACTOR FOR POWER LOCATION- FRAMING CONTRACTOR FOR REQUIRED PLYWOOD BACKING AT SIGNAGE ANCHOR POINTS- ACM PANEL INSTALLER FOR PLYWOOD BACKING INTERFERENCE WITH PANEL SPLING AND POWER LOCATION.

ALL WALL ASSEMBLIES TO BE COMPLETELY REMEDIED OF ANY ASSOCIATED MOLD THROUGHOUT ENTIREBUILDING. ALL FRAMING AND DRYWALL AFFECTED BY MOLD IS TO BE PROPERLY EXAMINED/REMOVED ANDREFINISHED WITH NEW PRIOR TO FINISHES BEING APPLIED. CO-ORDINATE WITH P.M. AND MOLDREMEDIATION CONSULTANTS FOR DETAILS AND DIRECTIONS

THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE DURING THE TENDERING ANDCOMPLETELY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, NO EXTRA WILL BE CONSIDERED FORWORK REQUIRED TO MAKE GOOD AND PROVIDE COMPLETE JOB

4 REFER TO A4.5 FOR COLOUR SPECS.

01A4.3

PROPOSED WEST ELEVATION (SIDE ENTRANCE)SCALE 3/16" = 1'-0"

02A4.3

PROPOSED NORTH ELEVATIONSCALE 3/16" = 1'-0"

02

A6.2

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

TUSHAR NEGI / SEPIDEH ABAII

TUSHAR NEGI / SEPIDEH ABAII

CRISTINA FLORES

1

2

3

4

5

NEW McDONALD'S 'NEXT GEN' SIGNAGE. G.C. TO PROVIDE3/4" THK (MINIMUM) PLYWOOD BACKING FOR SUPPORT.

NEW FIBER CEMENT LAP SIDING ACCENT IN 'CHESTNUTBROWN'.

NEW RED ALPOLIC.

EXISTING GUTTER AND RAINWATER LEADER TO BE REPAINTED IN 'CHARCOAL GREY'.

EXISTING STONE BASE STAINED TO MATCH 'REGENT GREY'.

EXISTING STUCCO STAINED TO MATCH 'CHARCOAL GREY'.

NEW WHITE ALPOLIC DRIVE-THRU CLIP / CANOPY.

NEW RED BLADE ELEMENT APPLICATION.

NEW WHITE RIBBON ELEMENT C/W SOFFIT LIGHTS.

NEW LED STRIP LIGHTING.

NEW 5' WIDE McCAFE SIGNAGE. G.C. TO PROVIDE 3/4" THK(MINIMUM) PLYWOOD BACKING FOR SUPPORT.

NEW AD-150 METAL SIDING IN 'CHARCOAL GREY'.

6

7

8

9

10

11

12

KEY NOTE LEGEND

14

15

16

17

18

19

20

21

22

EXISTING LADDER TO REMAIN. PATCH AND REPAIR. TO BEPAINTED TO MATCH (PT-2) 'CHARCOAL GREY'.

NEW PRE-FINISHED METAL CAPPED FLASHING. COLOR TOMATCH 'CHARCOAL GREY'.

NEW LED WALL PACKS TO REPLACE EXISTING.

NEW LED WALL PACK AT NEW LOCATION.

NEW WHITE ALPOLIC VERTICAL FIN.

NEW TPO ROOF MEMBRANE BEYOND (BEHIND RAISEDPARAPET).

EXISTING WINDOW / GLAZING AND FRAMES TO REMAIN.

PAINT EXISTING GARBAGE DOOR AND FRAMES 'CHARCOALGRAY'.

PAINT EXISTING EXTERIOR DOOR AND FRAMES 'CHARCOALGRAY'.

13

23 EXISTING DRIVE-THRU WINDOW TO REMAIN.

EXISTING AUTOMATIC DOOR OPERATOR FOR BARRIER-FREE ACCESS TO REMAIN.

SPARE.

NEW 'PAY HERE' SIGNAGE.

24

25

26

NEW EXTERIOR WINDOW AND MASONRY SILL BELOW TOMATCH EXISTING. NEW MASONRY TO BE STAINED TOMATCH "REGENT GREY".

01

A6.3

02

A6.1

01

A6.2

01

A6.4

04

A5.1

03

A5.1

02

A5.1

01

A5.1

02

A6.3

NEW 'PICK-UP HERE' SIGNAGE.

EXISTING EQUIPMENT/ FIXTURE TO REMAIN.

EXISTING GAS METER TO REMAIN.

NEW STONE BASE TO MATCH EXISTING AND STAINED TOMATCH 'REGENT GREY'.

RE-INSTALLED EXTERIOR SECURITY CAMERA.

EXISTING PRE-FINISHED METAL FLASHING TO BE PAINTED IN 'CHARCOAL GREY'

27

28

29

30

31

32

33

34

EXISTING ENTRANCE DOOR TO REMAIN.35

36

SPARE.37

NEW 24 HR. SIGNAGE.38

EXISTING BOLLARD TO REMAIN. PREP AND MAKE GOOD TO RECEIVE NEW SUREGUARD BOLLARD COVER39

EXISTING RMHC DONATION BOX TO REMAIN.40

41EXISTING FRAMED WALL GRAPHIC TO BE REMOVED FORRENOVATION WORKS. G.C. TO CONFIRM RE-INSTALLATION.

42 EXISTING SPANDREL GLASS AND FRAMES TO REMAIN.

43 EXISTING 'BY PERMIT PARKING' SIGN TO REMAIN.

44 SPARE.

45 EXISTING GRAPHIC FILM ON GLAZING/SPANDREL

46 EXISTING STAINLESS STEEL PANEL TO REMAIN.

47 NEW SPANDREL GLASS ON EXISTING FRAMES.

48

SPARE.

NEW FAST-FORWARD WINDOW C/W SPANDRELGLASS ABOVE & BELOW (FIT INTO EXISTING FRAMES).

NEW AD-300 METAL SIDING IN 'CHARCOAL GREY'.

NEW WHITE METAL CORNICE.

KEY NOTE LEGEND (CONTD.)

IN GREY WITH WHITE TAPE.

TO REMAIN.

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25'-8

"

TOP OF FINISH FLOOR0'-0"

U/S OF RIBBON15'-10"

15'-1

0"1'

-4"

8'-6

"

TOP OF FINISH FLOOR0'-0"

TOP OF PARAPET19'-1"

U/S OF D/T CANOPY11'-0"

TOP OF D/T CLIP20'-7"

11'-0

"8'

-1"

1'-6

"

TYP.TYP. TYP.

10 10 0814 1234 147 7 19 1412 30 14

3106 0542052306 33050506 030506

4

05

3803

18

17 17 17 17

3939 4140 23 4546 454626 27 47

11

48

38

0908 01 11

02

12 32

01TOP OF ALPOLIC BLADE

25'-8"

U/S OF CORNICE27'-8"

TOP OF METAL CORNICE28'-7"

47TYP.TYP.

3'-0

"

TYP.

25'-8

"

TOP OF FINISH FLOOR0'-0"

U/S OF D/T CANOPY11'-0"

11'-0

"

TOP OF FINISH FLOOR0'-0"

22'-1

"

9'-8

"1'

-4"

TOP OF PARAPET19'-1"

U/S OF RIBBON9'-8"

8'-1

"

TOP OF ENTRANCE BLADE22'-1"

U/S OF RIBBON15'-10"

30 0802 14 12 09

0347 1306 0605 05 2339

14 14

2839 4504

07

39

02

17

05

34

10

0633

05 02 2939

32 12

TOP OF ALPOLIC BLADE25'-8"

U/S OF CORNICE27'-8"

TOP OF METAL CORNICE28'-7"

3/16" = 1'-0"

A4.4

PROPOSEDEXTERIOR

ELEVATIONS

01A4.4

PROPOSED EAST ELEVATION (DRIVE-THRU)SCALE 3/16" = 1'-0"

02A4.4

PROPOSED SOUTH ELEVATIONSCALE 3/16" = 1'-0"

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

TUSHAR NEGI / SEPIDEH ABAII

TUSHAR NEGI / SEPIDEH ABAII

CRISTINA FLORES

01

A6.1

GENERAL CONTRACTOR TO PROVIDE PROPER HOARDING DURING THE ENTIRE DEMOLITION ANDCONSTRUCTION AND ENSURE THAT THE OPERATION OF TENANTS BUSINESS NOT TO BE DISTURBEDDURING CONSTRUCTION

1

2

3

NOTES:

ALL WORK SHALL BE CARRIED OUT IN ACCORDANCEWITH APPLICABLE HEALTH AND SAFETY ACT ANDREGULATIONS FOR CONSTRUCTION PROJECTS

ALL WORK AND MATERIALS TO CONFORM TOAPPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDSAND SPECIFICATIONS INCLUDING ENVIRONMENT,TRANSPORTATION AND LOCAL UTILITIES

ALL WORK TO BE IN ACCORDANCE TO LOCAL,PROVINCIAL AND NATIONAL CODES, BYLAWS ANDAUTHORITIES HAVING JURISDICTION

THE GENERAL CONTRACTOR IS ADVISED THAT WORKSBY OTHERS MAY BE ONGOING DURING THE PERIOD OFTHIS CONTRACT. THE GENERAL CONTRACTOR SHALLCOORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHERCONTRACTORS TO PREVENT CONSTRUCTION CONFLICTSAND/OR DELAYS

GENERAL CONTRACTOR TO PROVIDE AND INSTALLWOOD BLOCKING WITHIN WALL CONSTRUCTION FORMOUNTING OF KITCHEN EQUIPMENT. BLOCKING TO BEALIGNED WITH EXTERIOR FACE OF STUDS. REFER TORELEVANT DRAWINGS FOR BLOCKING REQUIRED

GENERAL CONTRACTOR TO PROVIDE ¾” PLYWOODBLOCKING ALIGNED WITH STUD FACE FOR ALL WALLMOUNTED WASHROOM FIXTURES, GRAB BARS, ETC.REFER TO INTERIOR DRAWINGS FOR DETAILS OF AREASREQUIRING BLOCKING

INTERIOR WALL DIMENSIONS ARE TAKEN TO CENTER LINEOF WALL CONSTRUCTION

INTERIOR PARTITIONS SHALL BE CONTINUOUS TOUNDERSIDE OF TRUSSES

G.C. TO CAULK ALL DISSIMILAR MATERIALS

PROVIDE PRESSURE TREATED BASE PLATE IN ALL BACKOF HOUSE WALL PARTITIONS ADJACENT TO WASHROOMS,KITCHEN AREA AND STORAGE AREAS

REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINSAND ROUGH-IN LOCATIONS OF WATER CONNECTIONS

GENERAL CONTRACTOR TO PROVIDE FOR ½” PLYWOODBACKING BEHIND ELECTRICAL PANELS ANDCOMMUNICATION BOARD WITHIN THE ELECTRICAL ROOM;REFER TO ELECTRICAL DRAWINGS FOR LOCATION

GENERAL CONTRACTOR TO CONFIRM AVAILABILITY ANDLEAD TIMES ON ALL FINISHES SPECIFIED; CONTRACTORSHALL HAVE ALL FINISHES ORDERED AND/OR PLACEDON HOLD FOR THE PROJECT AS SOON AS THE PROJECTIS AWARDED TO AVOID DELIVERY ISSUES

GENERAL CONTRACTOR TO SUBMIT TWO (2) SETS OFSAMPLES FOR APPROVAL BY ARCHITECT PRIOR TOORDERING ANY ALTERNATES; SUBSTITUTIONS AND/ORALTERNATES SHALL BE SUBMITTED WITH COMPARISONCHART OUTLINING THE IMILARITIES/DIFFERENCES FROMTHE SPECIFIED PRODUCT; NOTE THAT SUPPLYAGREEMENTS ARE IN PLACE AND

SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTEDWITHOUT WRITTEN APPROVAL FROM THE ARCHITECT;SUBSTITUTES/ALTERNATES INSTALLED WITHOUT WRITTENAPPROVALS FROM THE ARCHITECT SHALL BE THE SOLERESPONSIBILITY OF THE GENERAL CONTRACTOR ANDALL COSTS ASSOCIATED WITH THE REMOVAL,INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALLBE ASSUMED BY THE GENERAL CONTRACTOR

A

B

C

D

I

L

M

N

O

J

K

E

F

G

H

GENERAL NOTES

SIGNAGE NOTE:

GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SIGNAGE WITH THE FOLLOWING TRADES:- SIGNAGE CONTRACTOR FOR SIGNAGE ANCHOR POINTS AND POWER INPUT LOCATION- ELECTRICAL CONTRACTOR FOR POWER LOCATION- FRAMING CONTRACTOR FOR REQUIRED PLYWOOD BACKING AT SIGNAGE ANCHOR POINTS- ACM PANEL INSTALLER FOR PLYWOOD BACKING INTERFERENCE WITH PANEL SPLING AND POWER LOCATION.

ALL WALL ASSEMBLIES TO BE COMPLETELY REMEDIED OF ANY ASSOCIATED MOLD THROUGHOUT ENTIREBUILDING. ALL FRAMING AND DRYWALL AFFECTED BY MOLD IS TO BE PROPERLY EXAMINED/REMOVED ANDREFINISHED WITH NEW PRIOR TO FINISHES BEING APPLIED. CO-ORDINATE WITH P.M. AND MOLDREMEDIATION CONSULTANTS FOR DETAILS AND DIRECTIONS

THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE DURING THE TENDERING ANDCOMPLETELY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, NO EXTRA WILL BE CONSIDERED FORWORK REQUIRED TO MAKE GOOD AND PROVIDE COMPLETE JOB

4 REFER TO A4.5 FOR COLOUR SPECS.

1

2

3

4

5

NEW McDONALD'S 'NEXT GEN' SIGNAGE. G.C. TO PROVIDE3/4" THK (MINIMUM) PLYWOOD BACKING FOR SUPPORT.

NEW FIBER CEMENT LAP SIDING ACCENT IN 'CHESTNUTBROWN'.

NEW RED ALPOLIC.

EXISTING GUTTER AND RAINWATER LEADER TO BE REPAINTED IN 'CHARCOAL GREY'.

EXISTING STONE BASE STAINED TO MATCH 'REGENT GREY'.

EXISTING STUCCO STAINED TO MATCH 'CHARCOAL GREY'.

NEW WHITE ALPOLIC DRIVE-THRU CLIP / CANOPY.

NEW RED BLADE ELEMENT APPLICATION.

NEW WHITE RIBBON ELEMENT C/W SOFFIT LIGHTS.

NEW LED STRIP LIGHTING.

NEW 5' WIDE McCAFE SIGNAGE. G.C. TO PROVIDE 3/4" THK(MINIMUM) PLYWOOD BACKING FOR SUPPORT.

NEW AD-150 METAL SIDING IN 'CHARCOAL GREY'.

6

7

8

9

10

11

12

KEY NOTE LEGEND

14

15

16

17

18

19

20

21

22

EXISTING LADDER TO REMAIN. PATCH AND REPAIR. TO BEPAINTED TO MATCH (PT-2) 'CHARCOAL GREY'.

NEW PRE-FINISHED METAL CAPPED FLASHING. COLOR TOMATCH 'CHARCOAL GREY'.

NEW LED WALL PACKS TO REPLACE EXISTING.

NEW LED WALL PACK AT NEW LOCATION.

NEW WHITE ALPOLIC VERTICAL FIN.

NEW TPO ROOF MEMBRANE BEYOND (BEHIND RAISEDPARAPET).

EXISTING WINDOW / GLAZING AND FRAMES TO REMAIN.

PAINT EXISTING GARBAGE DOOR AND FRAMES 'CHARCOALGRAY'.

PAINT EXISTING EXTERIOR DOOR AND FRAMES 'CHARCOALGRAY'.

13

23 EXISTING DRIVE-THRU WINDOW TO REMAIN.

EXISTING AUTOMATIC DOOR OPERATOR FOR BARRIER-FREE ACCESS TO REMAIN.

SPARE.

NEW 'PAY HERE' SIGNAGE.

NEW 'PICK-UP HERE' SIGNAGE.

EXISTING EQUIPMENT/ FIXTURE TO REMAIN.

EXISTING GAS METER TO REMAIN.

NEW STONE BASE TO MATCH EXISTING AND STAINED TOMATCH 'REGENT GREY'.

RE-INSTALLED EXTERIOR SECURITY CAMERA.

EXISTING PRE-FINISHED METAL FLASHING TO BE PAINTED IN 'CHARCOAL GREY'

24

25

26

27

28

29

30

31

32

33

34

EXISTING ENTRANCE DOOR TO REMAIN.35

36

SPARE.37

NEW 24 HR. SIGNAGE.38

EXISTING BOLLARD TO REMAIN. PREP AND MAKE GOOD TO RECEIVE NEW SUREGUARD BOLLARD COVER39

NEW EXTERIOR WINDOW AND MASONRY SILL BELOW TOMATCH EXISTING. NEW MASONRY TO BE STAINED TOMATCH "REGENT GREY".

EXISTING RMHC DONATION BOX TO REMAIN.40

41EXISTING FRAMED WALL GRAPHIC TO BE REMOVED FORRENOVATION WORKS. G.C. TO CONFIRM RE-INSTALLATION.

42 EXISTING SPANDREL GLASS AND FRAMES TO REMAIN.

43 EXISTING 'BY PERMIT PARKING' SIGN TO REMAIN.

44 SPARE.

45 EXISTING GRAPHIC FILM ON GLAZING/SPANDREL

46 EXISTING STAINLESS STEEL PANEL TO REMAIN.

47 NEW SPANDREL GLASS ON EXISTING FRAMES.

48

SPARE.

NEW FAST-FORWARD WINDOW C/W SPANDRELGLASS ABOVE & BELOW (FIT INTO EXISTING FRAMES).

NEW AD-300 METAL SIDING IN 'CHARCOAL GREY'.

NEW WHITE METAL CORNICE.

KEY NOTE LEGEND (CONTD.)

IN GREY WITH WHITE TAPE.

04

A5.0

03

A5.0

02

A5.0

01

A5.0

02

A5.3

01

A5.3

03

A5.2

02

A5.2

01

A5.2

TO REMAIN.

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EXTERIOR MATERIALAND COLOUR SCHEDULE

SEPIDEH ABAII

NTS

A4.5

SEPIEH ABAII

CRISTINA FLORES

EXTERIOR MATERIAL AND COLOUR SCHEDULE

PRODUCT MANUF. TYPE & COLOUR SUPPLIER/CONTACT

EASI-SERV INC.CONTACT: FELIPE MONTIELUNIT 302, BUILDING D6741 CARIBOD RD.,BURNABY, BC V3N 4A3T) 1-888-591-0106WWW.EASY-SERV.COM

WINDOW FRAMES/TRIM KAWNEER

FRONT DOOR KAWNEER FRAMED GLASS DOORKAWNEER TRIFAB VG 451 SYSTEM DOOR ADAPTOR AT DOOROPENINGFINISH: CLEAR ANODIZED ALUMINUM

KAWNEER CO. CANADA LTD.CONTACT: PAUL CLAYTON200 CONFEDERATION PARKWAY, UNIT 2VAUGHAN, ON L4K 4T8T) [email protected]

EASI-SERV INC. DRIVE-THRU WINDOWW-200-M-40 MANUAL IN-LINE SIDE SLIDER BY EASI-SERV, CLEARANODIZED ALUMINUM FINISH, XO (LEFT TO RIGHT) OPERATION WHENVIEWED FROM OUTSIDE WITH TRANSOM ABOVE TO SUIT OPENINGTRANSOM GLASS TO INCLUDE OPACI-COAT-300 OPAQUE FILM ONINSIDE OF EXTRIOR GLAZING COLOUR TO MATCH NO. 3-1870 "SOLARMOON"

GLAZING VITROARCHITECTURALGLASS

CLEAR GLASS - TEMPERED (PPG SOLAR GREY FLOAT GLASS)1" SEALED INSULATED DOUBLE GLAZING

SPANDREL GLASS - TEMPERED (PPG HARMONY GREY FLOAT GLASS)1" SEALED INSULATED DOUBLE GLAZING

VITRO ARCHITECTURAL GLASSCONTACT: ANTHONY SHEFFOCHESWICK, PA [email protected]) 412-820-8529WWW.VITROGLASSHUB.COM

KAWNEER TRIFAB VG 451 SYSTEM (FRONT PLANE)FINISH: CLEAR ANODIZED ALUMINUM

KAWNEER CO. CANADA LTD.CONTACT: PAUL CLAYTON200 CONFEDERATION PARKWAY, UNIT 2VAUGHAN, ON L4K 4T8T) 416-294-0684

COLUMNS AS PER GENERALCONTRACTOR

100MM X 200MM CHAMFERED HSS EXTERIOR COLUMN AND TRENCH,PROVIDE ELECTROSTATIC COATING TO COLUMN AND TO BE PAINTEDP-10 COLOUR SPEC, TO BE VERIFIED BY ARCHITECT FOR APPROVALPROVIDE FLUSH OUT ANCHOR BOLTS ON BASE PLATE WITH WATERPROOFING, FILTER FABRIC MESH, AND WATER TUMBLED DOLOMITEPEASTONE

GENERAL CONTRACTOR TO PROVIDEFURTHER INFORMATION

ALPOLIC METAL PANELS CLADCO

VICWEST

ACM PANEL SYSTEMCOLOUR: MR-RON REDCOLOUR: MW-BNT WHITECOLOUR: MZG GREY

CLADCO2270 INDUSTRIAL STREETBURLINGTON, ON L7P [email protected]) 905-336-1219 F) 905-336-1205WWW.CLADCO.COM

ACM PANEL SYSTEMCOLOUR: RON RED - 4 - RON - 30COLOUR: BNT WHITE - 4 - BNT - 30COLOUR: CNC CHARCOAL

VICWESTCONTACT: DAVID SHIELDS1296 SOUTH SERVICE ROAD WESTOAKVILLE, ON L6L [email protected]) 905-825-2252 F) 905-825-2272WWW.VICWEST.COM

EXTERIOR MATERIAL AND COLOUR SCHEDULE

PRODUCT MANUF. TYPE & COLOUR SUPPLIER/CONTACT

EXTERIOR STRIP LIGHTING WESCODISTRIBUTION

STR9 MONOCHROMATIC LINEAR LED WALL WASHER MANUFACTURER: GVA BRACKET: McDONALD'S CUSTOM BRACKET AS PER DWG. NO. 240721 RED BLADES CAT. # : STR9- 900-CM-6-2.5W-3000K-AN-ND-110-277VAC STR9-1200-CM-6-2.5W-3000K-AN-ND-110-277VAC STR9-1500-CM-6-2.5W-3000K-AN-ND-110-277VAC DRIVE-THRU CLIPS CAT. # : STR9- 900-CM-6-2.5W-5000K-AN-ND-110-277VAC STR9-1200-CM-6-2.5W-5000K-AN-ND-110-277VAC STR9-1500-CM-6-2.5W-5000K-AN-ND-110-277VAC

WESCO DISTRIBUTIONCONTACT: KEITH ROSE500 HOOD ROAD, SUITE 120MARKHAM, ON L3R [email protected]) 905-475-7400 / (1-800-461-0522)WWW.WESCO.CA

SIGNAGE PATTISON SIGNGROUP

BUILDING SIGNAGE PACKAGE, DT SIGNAGE PACKAGE, NEW 24HRSIGNAGE, McCAFE SIGN, 'NEXT GEN' SIGN- ILLUMINATED ARCHES LOGO SIGN- ILLUMINATED McCAFE SIGNATURE SIGN- ILLUMINATED McDONALD'S CHANNEL LETTERS ON RACEWAY- ILLUMINATED 24 HRS. SIGN- NON-ILLUMINATED PULL FORWARD D/T WINDOW SIGNS

PATTISON SIGNCONTACT: SHAHIN FARAJIT) [email protected]

BOLLARD COVERS SUREGUARDSECURITYPRODUCTS

COVER IN GREY WITH WHITE TAPE SUREGUARDT) 1-800-756-3537

METAL CAP FLASHING WESTMAN STEEL PRE-FINISHED METAL CAPPED FLASHING COLOUR: TO MATCH PAINT PT2 "CHARCOAL GREY"

WESTMAN STEELCONTACT: DEBBIE605 SHELDON DRIVECAMBRIDGE, ON N1T 2K1T) 519-620-6001WWW.WESTMANSTEEL.CA

WALL PACKS XSPW WALL PACK LUMINAIRE - WALL MOUNT - TYPE 2 MANUFACTURER: CREE CAT. #: XSPWA02MG*UT

PAINT - PT2 DULUX DOORS & FRAMES, SCUPPER DRAIN COLOUR: CHARCOAL GREY URETHANE GLOSS (MCD-44)

PPG COATINGSCONTACT: RICK GARLINONE PPG PLACEPITTSBURGH, PA [email protected]) 866-298-7245WWW.PPG.COM

PAINT - PT3 DULUX SCUPPER DRAIN COLOUR: CHESTNUT BROWN MATTE (MCD-37)

PAINT - PT10 DULUX HSS EXTERIOR COLUMN & TRENCH COLOUR: RED URETHANE GLOSS (MCD-53)

EXTERIOR MATERIAL AND COLOUR SCHEDULE

PRODUCT MANUF. TYPE & COLOUR SUPPLIER/CONTACT

RICHVALE YORKBLOCK INC.

STONE

CAMBRIDGE SERIES - GROUND FACE BLOCKSSIZE: 100MM X 400MM (INSTALLED HORIZONTALLY)COLOUR:"EXECUTIVE BROWN"GROUT COLOUR TO BE STANDARD; INSET ALTERNATING COURSESOF EXECUTIVE BROWN STONE1/2

CAMBRIDGE SERIES - BASE STONESIZE: 100MM X 400MM X 100MMCOLOUR: "ONYX" WITH GROUND FINISHPROVIDE 25MM X 25MM 45 DEGREE CHAMFER ON TOP COURSE FORDRAINAGE RETURN CORNERS TO BE SUPPLIED AS REQUIRED TOEXPOSED EDGES. MORTAR TO MATCH COLOUR CMOOB "RAVEN" BYINTERSTAR

CAMBRIDGE SERIES - BASE STONESIZE: 100MM X 400MM X 100MMCOLOUR: "DOVER GREY" WITH GROUND FINISHPROVIDE 25MM X 25MM 45 DEGREE CHAMFER ON TOP COURSE FORDRAINAGE RETURN CORNERS TO BE SUPPLIED AS REQUIRED TOEXPOSED EDGES. MORTAR TO MATCH COLOUR CMOOB "RAVEN" BYINTERSTAR

RICHVALE YORK BLOOD INC.CONTACT: TINO CORRADO1298 CLARKE RD.LONDON, ON N5V [email protected]) 416-213-7444WWW.RICHVALEYORK.COM

STONE PERMACON PERMACON LAMINA STONE- BASE STONESIZE : 3 3 4" X 19 3 4" X 3 12"COLOUR : " NEWPORT GREY "MORTAR : 14" MORTAR JOINT, COLOUR TO MATCH STONE (TBD)

1-888- PERMACON

STONE TRIM PERMACON PERMACON MONO LAMINA STONESIZE : 3 3 4" X 19 3 4" X 3 12"COLOUR : " NEWPORT GREY "MORTAR : 14" MORTAR JOINT, COLOUR TO MATCH STONE (TBD)

1-888- PERMACON

PAINT - PT8 DULUX METAL CORNICECOLOUR : BONE WHITE URETHANE GLOSS (MCD-51a)

FIBER CEMENT LAP SIDING JAMES HARDIE HARDIE PLANK LAP SIDINGCOLOUR: CHESTNUT BROWNTEXTURE: SELECT CEDARMILLLAP SIDING SIZE: 516" X 8 14" X 1 14"TRIM BOARD SIZE: 3" X 1"

1-888-J-HARDIE

ROOF FIRESTONEBUILDINGPRODUCTS

MAIN ROOF - 2 PLY MOD BIT ROOF SYSTEMU-VALUE 0.030 / R 33.001/2" DENS DECK PRIME FASTENED THROUGH ALL LAYERS INTOSTRUCTURAL DECK2 LAYERS 3" (6" TOTAL) OF CARLISLE HP-H POLYISOCYANURATEINSULATION STAGGER ALL JOINTSKRAFT VR ADHERED TO DECK

MJ BUILDING ENVELOPE SOLUTIONS INC.CONTACT: MARY SMITH50 STEELES AVENUE EAST, SUITE 25MILTON, ON L9T 4W9T) [email protected]

METAL SIDING VICWEST VICWEST METAL PANELS - AD - 150 AND AD-300COLOUR: QC56072 - "CHARCOAL GREY"

VICWESTCONTACT: DAVID SHIELDS1296 SOUTH SERVICE ROAD WESTOAKVILLE, ON L6L [email protected]) 905-825-2252 F) 905-825-2272WWW.VICWEST.COM

ROOF SCUPPER DRAIN AS PER GENERALCONTRACTOR

8" X 16" STAINLESS STEEL SUPPER WITH DRIP EDGE COMPLETE WITHPREFINISHED METAL FLASHING, COLOUR TO MATCH PT-2/PT-3,PROVIDE BACKER ROD & CLEAR NON SHRINK CAULKING AROUNDFRAME

PROVIDED BY GENERAL CONTRACTOR

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

Page 17: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

EXISTING WALL CONSTRUCTION TO REMAIN(TYP.)

EXISTING STONE BASE TO REMAIN. G.C. TOSTAIN TO MATCH 'REGENT GREY'. (TYP.)

OUTLINE OF EXISTING STONE SILL ABOVE. G.C.TO STAIN TO MATCH 'REGENT GREY'. (TYP.)

EXTERIOR

INTERIOR

EW1

EW1

EW1

EXTERIOR

INTERIOR

EW1

EW3

3'-0

"N

.T.S

.S

ITE

VE

RIF

Y

SITE VERIFY SITE VERIFY

4 1/2"2 1/4"

SITE VERIFY

BACKER ROD + CAULK (TYP.)

EXISTING DRIVE-THRU WINDOW TO REMAIN

DEMOLITION: OUTLINE OF EXISTING STUCCOFINISH TO BE REMOVED

EXISTING STONE SILL TO REMAIN. G.C. TOSTAIN TO MATCH 'REGENT GREY'. (TYP.)

OUTLINE OF DRIVE-THRU CANOPY ABOVE

DRIVE-THRU SURROUND: RED ALPOLICRED ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (RED SIDE)3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDSEXISTING WALL CONSTRUCTION TO REMAIN

EXISTING STUCCO WALL TO REMAIN. G.C. TOSTAIN TO MATCH 'CHARCOAL GREY'. (TYP.)

EW1

REVEAL (TYP.)

EXTERIOR

INTERIOR

EW5

EW6EW6

DRIVE-THRU CANOPY: WHITE ALPOLICWHITE ACM PANEL SYSTEM &WHITE AD-300 PANEL SYSTEM (AS SOFFIT)

2'-1

0"S

ITE

VE

RIF

Y4"

6 1/

2"

4 1/2" 4 1/2"

2 1/

4"

2 1/4" 2 1/4"

4 1/

4"

EQ 5'-0" EQ

SITE VERIFY

EQ 2'-6" 2'-6" 2'-6" 2'-6" EQ

DRIVE-THRU CLIP: WHITE ALPOLICWHITE ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (WHITE SIDE)3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

DRIVE-THRU CLIP: WHITE ALPOLICWHITE ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (WHITE SIDE)3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

WALL: CHARCOAL GREY METAL SIDINGCHARCOAL GREY AD-150 PANEL SYSTEMVAPROSHIELD WRAPSHIELD IT3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

EW7 EW7

2% S

LOP

E

RP1

RP3

2% S

LOP

E

2% S

LOP

E

RP3

RP1

ROOF: T.P.O. ROOFING SYSTEMT.P.O. ROOF MEMBRANE

DRIVE-THRU CLIP: WHITE ALPOLICWHITE ACM PANEL SYSTEM

WALL WASH LIGHT. REFER TO ELECTRICALDRAWINGS (TYP.)

PRE-FINISHED METAL CAP FLASHING IN'CHARCOAL GREY'. (TYP.)

SIT

E V

ER

IFY

SITE VERIFY1'-1 1/4"

SIT

E V

ER

IFY

1'-1 1/4"

1'-3

1/4

"

SITE VERIFY

RP3

2 1/

4"

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

01A5.0

DRIVE-THRU WINDOW - PLAN DETAIL @ BASESCALE 1" = 1'-0"

02A5.0

DRIVE-THRU WINDOW - PLAN DETAIL @ GLAZINGSCALE 1" = 1'-0"

03A5.0

DRIVE-THRU WINDOW - PLAN DETAIL ABOVE CANOPYSCALE 1" = 1'-0"

04A5.0

DRIVE-THRU WINDOW - PLAN DETAIL ABOVE CLIPSCALE 1" = 1'-0"

DRIVE THRU WINDOWPLAN DETAILS

A5.0

1" = 1'-0"

CRISTINA FLORES

N/A

CRISTINA FLORES

1. EXISTING 1/2" EXTERIOR GRADE SHEATHING TO

REMAIN. G.C. TO MAKE GOOD; OTHERWISE,

REPLACE AS REQUIRED ON SITE.

2. MAKE GOOD EXISTING EXTERIOR FINISHES WHERE

DISRUPTED.

3. G.C. TO ENSURE THAT EXISTING INSULATION IS

MAINTAINED AND VAPOR BARRIER IS CONTINUOUS

WHERE IT HAS BEEN DISTURBED, SPECIFICALLY,

WHERE THE EXISTING ROOFING AND TRUSSES

HAVE BEEN REMOVED.

4. WHEN REQUIRED, G.C. TO PROVIDE BATT

INSULATION TO ACHIEVE APPLICABLE AND

CURRENT BUILDING CODE'S REQUIRED MINIMUM

R-VALUE FOR ROOF AND WALL AREAS (OR

EQUIVALENT WALLTITE ECO SPRAY FOAM BY BASF).

REFER TO ARCHITECTURAL WALL SECTIONS FOR

REQUIRED R-VLAUES.

GENERAL NOTES

NOTES FOR VAPOUR BARRIER

ACM PANEL: MCD RED (BRIGHT RED)PRODUCT· VAPROSHIELD SLOPESHIELD IT (RED SIDE) OPTIONAL: VAPROSHIELD SLOPESHIELD SA

(RED NON-STICK SIDE EXPOSED)LOCATION· PARALLEL OR PERPENDICULAR BLADES· ENTRANCE BLADE· DRIVE-THRU SURROUND

ACM PANEL: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON· VERTICAL BAND· DRIVE-THRU CANOPY· DRIVE-THRU CLIP

AD-300 METAL SIDING: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON SOFFIT· DRIVE-THRU CANOPY SOFFIT· DRIVE-THRU CANOPY (IF REPLACING ACM PANEL)· DRIVE-THRU CLIP (IF REPLACING ACM PANEL)

AD-150/300 METAL SIDING: MZG-GREY (CHARCOAL GREY)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· PARAPET

LAP SIDING: MCD 37 (CHESTNUT BROWN)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· WALL· PARAPET

NOTE:

FOR REFER TO SHEET A2.1.

FOR REFER TO SHEET A2.3.

EW#

RP#

Page 18: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

EXTERIOR

INTERIOR

EW1 EW1

EXISTING WALL CONSTRUCTION TO REMAIN(TYP.)

EXISTING STONE BASE TO REMAIN. G.C. TOSTAIN TO MATCH 'REGENT GREY'. (TYP.)

OUTLINE OF EXISTING STONE SILL ABOVE. G.C.TO STAIN TO MATCH 'REGENT GREY'. (TYP.)

EXISTING ENTRANCE DOOR AND FRAMES TOREMAIN.

EXISTING ALUMINUM FRAMED VESTIBULESCREEN TO REMAIN (TYP.)

EW2

SITE VERIFY SITE VERIFY SITE VERIFY

SITE VERIFY

EXTERIOR

INTERIOR

EXISTING ENTRANCE DOOR AND FRAMES TOREMAIN.

EXISTING ALUMINUM FRAMEDVESTIBULE SCREEN TO REMAIN (TYP.)

EW1EXISTING WALL CONSTRUCTIONTO REMAIN (TYP.)

EXISTING STONE SILL TOREMAIN. G.C. TO STAIN TOMATCH 'REGENT GREY'. (TYP.)

1'-4

"

BACKER ROD + CAULK(TYP.)

DEMOLITION: OUTLINE OFEXISTING STUCCO FINISH TOBE REMOVED

OUTLINE OF RIBBON ABOVE

EXISTING STUCCO WALL TOREMAIN. G.C. TO STAIN TOMATCH 'CHARCOAL GREY'. (TYP.)

ENTRANCE BLADE: RED ALPOLICRED ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (RED SIDE)3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN6

1/2"

4 1/

4"

6 1/

2"

4 1/

4"

4" 2 1/

4"

EXTERIOR

INTERIOR

SITE VERIFY

EQ 2'-6" 2'-6" 2'-6" 2'-6" EQ

2 1/

2"4"

ENTRANCE BLADE: RED ALPOLICRED ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT(RED SIDE)3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTIONTO REMAIN

WALL: CHARCOAL GREYMETAL SIDINGCHARCOAL GREY AD-300PANEL SYSTEMVAPROSHIELD WRAPSHIELD IT3/4" EXTERIOR GRADESHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALLCONSTRUCTION TO REMAIN

ILLUMINATED SIGN ABOVE (REFERTO SIGN SHOP DRAWINGS). G.C. TOPROVIDE WOOD BLOCKING /PLYWOOD BACKING AS REQUIRED(COORDINATE WITH SIGNCOMPANY).

REVEAL (TYP.)

RIBBON: WHITE ALPOLICWHITE ACM PANELSYSTEM & WHITE AD-300PANEL SYSTEM AS SOFFIT

BACKER ROD + CAULK(TYP.)EW2EW8 EW8

2% S

LOP

E

SITE VERIFY

EQ 2'-6" 2'-6" 2'-6" EQ

RP4RP2 RP2

2'-6"

1'-3

1/4

"

ROOF: T.P.O. ROOFING SYSTEMT.P.O. ROOF MEMBRANE

WALL WASH LIGHT. REFER TOELECTRICAL DRAWINGS (TYP.)

PRE-FINISHED METAL CAPFLASHING IN 'CHARCOALGREY'. (TYP.)

ENTRANCE BLADE: RED ALPOLICRED ACM PANEL SYSTEM

ILLUMINATED SIGN BELOW

REVEAL (TYP.)

01A5.1

ENTRANCE BLADE - PLAN DETAIL @ BASESCALE 1" = 1'-0"

02A5.1

ENTRANCE BLADE - PLAN DETAIL @ ENTRANCE DOOR / GLAZINGSCALE 1" = 1'-0"

03A5.1

ENTRANCE BLADE - PLAN DETAIL ABOVE RIBBONSCALE 1" = 1'-0"

04A5.1

ENTRANCE BLADE - PLAN DETAIL ABOVE BLADESCALE 1" = 1'-0"

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

ENTRANCE BLADEPLAN DETAILS

A5.1

1" = 1'-0"

CRISTINA FLORES

N/A

CRISTINA FLORES

NOTE:

FOR REFER TO SHEET A2.1.

FOR REFER TO SHEET A2.3.

EW#

RP#

1. EXISTING 1/2" EXTERIOR GRADE SHEATHING TO

REMAIN. G.C. TO MAKE GOOD; OTHERWISE,

REPLACE AS REQUIRED ON SITE.

2. MAKE GOOD EXISTING EXTERIOR FINISHES WHERE

DISRUPTED.

3. G.C. TO ENSURE THAT EXISTING INSULATION IS

MAINTAINED AND VAPOR BARRIER IS CONTINUOUS

WHERE IT HAS BEEN DISTURBED, SPECIFICALLY,

WHERE THE EXISTING ROOFING AND TRUSSES

HAVE BEEN REMOVED.

4. WHEN REQUIRED, G.C. TO PROVIDE BATT

INSULATION TO ACHIEVE APPLICABLE AND

CURRENT BUILDING CODE'S REQUIRED MINIMUM

R-VALUE FOR ROOF AND WALL AREAS (OR

EQUIVALENT WALLTITE ECO SPRAY FOAM BY BASF).

REFER TO ARCHITECTURAL WALL SECTIONS FOR

REQUIRED R-VLAUES.

GENERAL NOTES

NOTES FOR VAPOUR BARRIER

ACM PANEL: MCD RED (BRIGHT RED)PRODUCT· VAPROSHIELD SLOPESHIELD IT (RED SIDE) OPTIONAL: VAPROSHIELD SLOPESHIELD SA

(RED NON-STICK SIDE EXPOSED)LOCATION· PARALLEL OR PERPENDICULAR BLADES· ENTRANCE BLADE· DRIVE-THRU SURROUND

ACM PANEL: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON· VERTICAL BAND· DRIVE-THRU CANOPY· DRIVE-THRU CLIP

AD-300 METAL SIDING: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON SOFFIT· DRIVE-THRU CANOPY SOFFIT· DRIVE-THRU CANOPY (IF REPLACING ACM PANEL)· DRIVE-THRU CLIP (IF REPLACING ACM PANEL)

AD-150/300 METAL SIDING: MZG-GREY (CHARCOAL GREY)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· PARAPET

LAP SIDING: MCD 37 (CHESTNUT BROWN)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· WALL· PARAPET

Page 19: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

EXTERIOR

INTERIOR

2 1/

4"

4 1/

2"

2 1/

4"

SITE VERIFY SITE VERIFY SITE VERIFY

1/2" 3" SITE VERIFY 3"

SIT

E V

ER

IFY

3"S

ITE

VE

RIF

Y3"

3 3/4"

2 1/4"

1/2"

3"X1" FIBER CEMENTCORNER TRIM (TYP.)

WALL: CHESTNUT BROWN LAP SIDINGCHESTNUT BROWN LAP SIDING SYSTEMVAPROSHIELD WRAPSHIELD IT3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

BACKER ROD + CAULK (TYP.)

EXISTING ALUMINUMFRAMED GLAZING TOREMAIN

EXISTING STONE SILL TO REMAIN. G.C. TOSTAIN TO MATCH 'REGENT GREY'. (TYP.)

OUTLINE OF RIBBONABOVE

BLADE TOWER: RED ALPOLICRED ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (RED SIDE)3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

DEMOLITION: OUTLINE OF EXISTING STUCCOFINISH TO BE REMOVED

OUTLINE OF RIBBON ABOVE

BACKER ROD + CAULK (TYP.)

DEMOLITION: OUTLINE OF EXISTING STUCCOFINISH TO BE REMOVED

OUTLINE OF RIBBON ABOVE

EW3 EW4

EW4

3 3/

4"

1'-4

"

1'-4"

EW1 EXTERIOR

INTERIOR

EW1

EXISTING WALL CONSTRUCTION TO REMAIN(TYP.)

OUTLINE OF EXISTING STONE SILL ABOVE. G.C.TO STAIN TO MATCH 'REGENT GREY'. (TYP.)

EXISTING STONE BASE TO REMAIN. G.C. TOSTAIN TO MATCH 'REGENT GREY'. (TYP.)

EXTERIOR

INTERIOR

3 3/4"

2 1/4"

3 3/4"

2 1/4"

2 1/

4"

4 1/

2"

2 1/

4"3

3/4"

7 1/

2"

11'-2"

EW3 EW4

EW4EW4

1'-4

"

1'-4"SITE VERIFY

SITE VERIFY

2'-6"2'-6"2'-6"EQ EQ 2'-6"SITE

VERIFY 2'-6" 2'-6" 2'-6"SITE

VERIFY

SITE VERIFY

3"1/2" 3"

1'-0

"

2'-6

"2'

-6"

SIT

EV

ER

IFY

3"

ILLUMINATED SIGNS (REFER TOSIGN SHOP DRAWINGS). G.C.TO PROVIDE WOOD BLOCKING/PLYWOOD BACKING ASREQUIRED (COORDINATE WITHSIGN COMPANY).

WALL: CHESTNUT BROWN LAP SIDINGCHESTNUT BROWN LAP SIDING SYSTEMVAPROSHIELD WRAPSHIELD IT3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

BLADE TOWER: RED ALPOLICRED ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (RED SIDE)3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

REVEAL (TYP.)

RIBBON: WHITE ALPOLICWHITE ACM PANELSYSTEM & WHITE AD-300PANEL SYSTEM AS SOFFIT

BACKER ROD + CAULK(TYP.)

G.C. TO PROVIDE WOODBLOCKING AS REQUIREDTO EXTEND / ALIGN ACMPANELS FROM BELOW

2 1/

4"2

1/4"

3"X1" FIBER CEMENTCORNER TRIM (TYP.)

ROOF: T.P.O.ROOFING SYSTEMT.P.O. ROOFMEMBRANE

PRE-FINISHEDMETAL CAPFLASHING IN'CHARCOAL GREY'.(TYP.)

2% S

LOP

E

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

TOWERPLAN DETAILS

A5.2

1" = 1'-0"

CRISTINA FLORES

N/A

CRISTINA FLORES

1. EXISTING 1/2" EXTERIOR GRADE SHEATHING TO

REMAIN. G.C. TO MAKE GOOD; OTHERWISE,

REPLACE AS REQUIRED ON SITE.

2. MAKE GOOD EXISTING EXTERIOR FINISHES WHERE

DISRUPTED.

3. G.C. TO ENSURE THAT EXISTING INSULATION IS

MAINTAINED AND VAPOR BARRIER IS CONTINUOUS

WHERE IT HAS BEEN DISTURBED, SPECIFICALLY,

WHERE THE EXISTING ROOFING AND TRUSSES

HAVE BEEN REMOVED.

4. WHEN REQUIRED, G.C. TO PROVIDE BATT

INSULATION TO ACHIEVE APPLICABLE AND

CURRENT BUILDING CODE'S REQUIRED MINIMUM

R-VALUE FOR ROOF AND WALL AREAS (OR

EQUIVALENT WALLTITE ECO SPRAY FOAM BY BASF).

REFER TO ARCHITECTURAL WALL SECTIONS FOR

REQUIRED R-VLAUES.

GENERAL NOTES

01A5.2

TOWER - PLAN DETAILSCALE 1" = 1'-0" @ BASE

02A5.2

TOWER - PLAN DETAILSCALE 1" = 1'-0" @ GLAZING

03A5.2

TOWER - PLAN DETAILSCALE 1" = 1'-0"ABOVE RIBBON

NOTE:

FOR REFER TO SHEET A2.1.

FOR REFER TO SHEET A2.3.

EW#

RP#

NOTES FOR VAPOUR BARRIER

ACM PANEL: MCD RED (BRIGHT RED)PRODUCT· VAPROSHIELD SLOPESHIELD IT (RED SIDE) OPTIONAL: VAPROSHIELD SLOPESHIELD SA

(RED NON-STICK SIDE EXPOSED)LOCATION· PARALLEL OR PERPENDICULAR BLADES· ENTRANCE BLADE· DRIVE-THRU SURROUND

ACM PANEL: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON· VERTICAL BAND· DRIVE-THRU CANOPY· DRIVE-THRU CLIP

AD-300 METAL SIDING: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON SOFFIT· DRIVE-THRU CANOPY SOFFIT· DRIVE-THRU CANOPY (IF REPLACING ACM PANEL)· DRIVE-THRU CLIP (IF REPLACING ACM PANEL)

AD-150/300 METAL SIDING: MZG-GREY (CHARCOAL GREY)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· PARAPET

LAP SIDING: MCD 37 (CHESTNUT BROWN)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· WALL· PARAPET

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PARAPET: CHARCOAL GREY METAL SIDINGCHARCOAL GREY AD-150 SR PANEL SYSTEMVAPROSHIELD WRAPSHIELD IT1/2" EXTERIOR GRADE SHEATHINGWOOD STUDS(REFER TO STRUCTURAL DRAWINGS)R21 (MIN.) BATT INSULATION5/8" GYPSUM WALL BOARD

EXTERIOR

INTERIOR

11'-2"

2'-6"2'-6"2'-6"EQ EQ

1'-0

"

ILLUMINATED SIGNS BELOW. BLADE TOWER: RED ALPOLICRED ACM PANEL SYSTEM

PRE-FINISHED METAL CAP FLASHING IN'CHARCOAL GREY'. (TYP.)

OUTLINE OF METAL CORNICE ABOVE

G.C. TO PROVIDE R21 (MIN.) BATT INSULATIONOR 3 1/2” THK WALLTITE ECO V3 SPRAYPOLYURETHANE FOAM INSULATION BY BASF(TYP.)

6 3/4" 1 3/4"6 3/4"1 3/4"

6 3/

4"1

3/4"

EW9

EW9EW9

2% SLOPEROOF: T.P.O. ROOFING SYSTEMT.P.O. ROOF MEMBRANE

ROOF: T.P.O. ROOFING SYSTEMT.P.O. ROOF MEMBRANE

METAL FLASHING (CORNICE) BYG.C. PAINT TO MATCH BONE WHITE(TYP.)

SITE VERIFY11 1/2" 11 1/2"

11 1

/2"

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

TOWERPLAN DETAILS

A5.3

1" = 1'-0"

CRISTINA FLORES

N/A

CRISTINA FLORES

1. EXISTING 1/2" EXTERIOR GRADE SHEATHING TO

REMAIN. G.C. TO MAKE GOOD; OTHERWISE,

REPLACE AS REQUIRED ON SITE.

2. MAKE GOOD EXISTING EXTERIOR FINISHES WHERE

DISRUPTED.

3. G.C. TO ENSURE THAT EXISTING INSULATION IS

MAINTAINED AND VAPOR BARRIER IS CONTINUOUS

WHERE IT HAS BEEN DISTURBED, SPECIFICALLY,

WHERE THE EXISTING ROOFING AND TRUSSES

HAVE BEEN REMOVED.

4. WHEN REQUIRED, G.C. TO PROVIDE BATT

INSULATION TO ACHIEVE APPLICABLE AND

CURRENT BUILDING CODE'S REQUIRED MINIMUM

R-VALUE FOR ROOF AND WALL AREAS (OR

EQUIVALENT WALLTITE ECO SPRAY FOAM BY BASF).

REFER TO ARCHITECTURAL WALL SECTIONS FOR

REQUIRED R-VLAUES.

GENERAL NOTES

02A5.3

TOWER - PLAN DETAIL ABOVE CORNICESCALE 1" = 1'-0"

01A5.3

TOWER - PLAN DETAIL @ NEW PARAPET BELOW CORNICESCALE 1" = 1'-0"

NOTE:

FOR REFER TO SHEET A2.1.

FOR REFER TO SHEET A2.3.

EW#

RP#

NOTES FOR VAPOUR BARRIER

ACM PANEL: MCD RED (BRIGHT RED)PRODUCT· VAPROSHIELD SLOPESHIELD IT (RED SIDE) OPTIONAL: VAPROSHIELD SLOPESHIELD SA

(RED NON-STICK SIDE EXPOSED)LOCATION· PARALLEL OR PERPENDICULAR BLADES· ENTRANCE BLADE· DRIVE-THRU SURROUND

ACM PANEL: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON· VERTICAL BAND· DRIVE-THRU CANOPY· DRIVE-THRU CLIP

AD-300 METAL SIDING: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON SOFFIT· DRIVE-THRU CANOPY SOFFIT· DRIVE-THRU CANOPY (IF REPLACING ACM PANEL)· DRIVE-THRU CLIP (IF REPLACING ACM PANEL)

AD-150/300 METAL SIDING: MZG-GREY (CHARCOAL GREY)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· PARAPET

LAP SIDING: MCD 37 (CHESTNUT BROWN)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· WALL· PARAPET

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2% SLOPE

2% SLOPE

2% SLOPE

3'-0"

3'-4 1/2"

T/O EXISTING STONE SILL

3' - 0"

T/O EXISTING CONCRETE SLAB / GRADE

0' - 0"

U/S OF D/T CANOPY

11' - 0"

U/S OF EXISTING ROOF DECK

14' - 0"

T/O D/T CLIP

20' - 7"

T/O OF D/T CANOPY

12' - 4"

T/O EXISTING PARAPET

18' - 3"

20

'-7

"

3'-0

"8

'-0

"1

'-4

"1

'-8

"4

'-3

"2

'-4

"

DRIVE-THRU CLIP: WHITE ALPOLIC

WHITE ACM PANEL SYSTEM

VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

3/4" EXTERIOR GRADE SHEATHING

WOOD STUDS

(REFER TO STRUCTURAL DRAWINGS)

1/2" EXTERIOR GRADE SHEATHING

VAPROSHIELD WRAPSHIELD IT (WHITE SIDE)

T.P.O. ROOF MEMBRANE

WHITE ACM PANEL SYSTEM (AT TOP)

DRIVE-THRU CLIP: WHITE ALPOLIC

WHITE ACM PANEL SYSTEM

VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

3/4" EXTERIOR GRADE SHEATHING

2"X4" WOOD STUDS @ 16" O.C.

EXISTING WALL CONSTRUCTION TO REMAIN

DEMOLITION:

EXISTING GABLE ROOF TRUSS SYSTEM,

ROOFING MATERIAL, SOFFIT, LIGHTING AND

SIGN TO BE REMOVED.

DEMOLITION:

PORTION OF EXISTING ROOF TRUSS TO BE

CUT BACK. REFER TO STRUCTURAL

DRAWINGS.

EXISTING ROOF CONSTRUCTION TO REMAIN.

MAKE GOOD EXISTING ROOFING AS

REQUIRED.

PORTION OF EXISTING MANSARD ROOF

TRUSS TO REMAIN. EXISTING PRE-FINISHED

METAL PARAPET FLASHING BEHIND TO

REMAIN. MAKE GOOD EXISTING FLASHING

AS REQUIRED. G.C. TO PROVIDE NEW

FLASHING OVER NEW TPO ROOF

MEMBRANE.

ROOF: T.P.O. ROOFING SYSTEM

T.P.O. ROOF MEMBRANE

10 MIL VAPOUR RETARDER

5/8" EXTERIOR GRADE SHEATHING

WOOD BRACING

(REFER TO STRUCTURAL DRAWINGS)

DRIVE-THRU CLIP BEYOND

OUTLINE OF PARAPET BEHIND DRIVE-THRU

CLIP

13

A7.2

05

A7.2

DEMOLITION:

OUTLINE OF EXISTING STUCCO FINISH TO BE

REMOVED.

EXISTING DRIVE-THRU WINDOW TO REMAIN

D/T SURROUND: RED ALPOLIC (BEYOND)

EXISTING STONE SILL AND STONE BASE TO

REMAIN. G.C. TO STAIN TO MATCH 'REGENT

GREY'.

DRIVE-THRU CANOPY: WHITE ALPOLIC

WHITE ACM PANEL SYSTEM

VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

1/2" EXTERIOR GRADE SHEATHING (SLOPED)

BLOCKING AS REQUIRED @ 16" O.C.

WOOD AND STEEL SUPPORTS

(REFER TO STRUCTURAL DRAWINGS)

1/2" EXTERIOR GRADE SHEATHING

VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

WHITE ACM PANEL SYSTEM &

WHITE AD-300 PANEL SYSTEM AS SOFFIT

WALL WASH LIGHT. REFER TO ELECTRICAL

DRAWINGS.

G.C. TO CONFIRM EXISTING CONDITION OF

BATT INSULATION. REPLACE AS REQUIRED

WITH R25 (MIN.) BATT INSULATION OR 4” THK

WALLTITE ECO V3 SPRAY POLYURETHANE

FOAM INSULATION BY BASF.

EXTERIORINTERIOR

G.C. TO PROVIDE R25 (MIN.) BATT

INSULATION OR 4” THK WALLTITE ECO V3

SPRAY POLYURETHANE FOAM INSULATION

BY BASF.

DRIVE-THRU SURROUND: RED ALPOLIC

RED ACM PANEL SYSTEM

VAPROSHIELD SLOPESHIELD IT (RED SIDE)

3/4" EXTERIOR GRADE SHEATHING

2"X4" WOOD STUDS

EXISTING WALL CONSTRUCTION TO REMAIN

EXTERIOR POT LIGHT. REFER TO

ELECTRICAL DRAWINGS.

HANGERS &

BLOCKING.

REFER TO

STRUCTURAL

DRAWINGS. 6"

3/4" EXTERIOR GRADE SHEATHING

2% SLOPE

2% SLOPE

T/O EXISTING STONE SILL

3' - 0"

T/O EXISTING CONCRETE SLAB / GRADE

0' - 0"

U/S OF METAL SIDING

11' - 0"

U/S OF EXISTING ROOF DECK

14' - 0"

T/O PARAPET

19' - 1"

T/O EXISTING PARAPET

18' - 3"

INTERIOR

EXISTING STUCCO FINISH TO

REMAIN. G.C. TO STAIN TO MATCH

'CHARCOAL GREY'.

EXISTING STONE SILL AND STONE

BASE TO REMAIN. G.C. TO STAIN TO

MATCH 'REGENT GREY'.

EXTERIOR

DEMOLITION:

EXISTING MANSARD ROOFING MATERIAL,

SOFFIT AND LIGHTING TO BE REMOVED.

19

'-1

"

3'-0

"8

'-0

"3

'-0

"4

'-3

"1

0"

WALL: CHARCOAL GREY METAL SIDING

CHARCOAL GREY AD-150 PANEL SYSTEM

VAPROSHIELD WRAPSHIELD IT

3/4" EXTERIOR GRADE SHEATHING

2"X4" WOOD STUDS @ 16" O.C.

EXISTING WALL CONSTRUCTION TO REMAIN

DEMOLITION:

PORTION OF EXISTING ROOF TRUSS TO BE

CUT BACK. REFER TO STRUCTURAL

DRAWINGS.

EXISTING ROOF CONSTRUCTION TO REMAIN.

MAKE GOOD EXISTING ROOFING AS

REQUIRED.

PORTION OF EXISTING MANSARD ROOF

TRUSS TO REMAIN. EXISTING PRE-FINISHED

METAL PARAPET FLASHING BEHIND TO

REMAIN. MAKE GOOD EXISTING FLASHING

AS REQUIRED. G.C. TO PROVIDE NEW

FLASHING OVER NEW TPO ROOF

MEMBRANE.

PARAPET: CHARCOAL GREY METAL SIDING

CHARCOAL GREY AD-150 PANEL SYSTEM

VAPROSHIELD WRAPSHIELD IT

3/4" EXTERIOR GRADE SHEATHING

WOOD STUDS

(REFER TO STRUCTURAL DRAWINGS)

1/2" EXTERIOR GRADE SHEATHING

VAPROSHIELD WRAPSHIELD IT

T.P.O. ROOF MEMBRANE

6"

05

A7.1

08

A7.1

G.C. TO PROVIDE R25 (MIN.) BATT

INSULATION OR 4” THK WALLTITE ECO V3

SPRAY POLYURETHANE FOAM INSULATION

BY BASF.

G.C. TO CONFIRM EXISTING CONDITION OF

BATT INSULATION. REPLACE AS REQUIRED

WITH R25 (MIN.) BATT INSULATION OR 4” THK

WALLTITE ECO V3 SPRAY POLYURETHANE

FOAM INSULATION BY BASF.

ROOF: T.P.O. ROOFING SYSTEM

T.P.O. ROOF MEMBRANE

10 MIL VAPOUR RETARDER

5/8" EXTERIOR GRADE SHEATHING

WOOD BRACING

(REFER TO STRUCTURAL DRAWINGS)

3/4"=1'-0"

WALL SECTIONS

THROUGH D/T WINDOW &

METAL SIDING PARAPET

A6.1

01A6.1

WALL SECTION THROUGH DRIVE-THRU WINDOWSCALE 3/4" = 1'-0"

CRISTINA FLORES

02A6.1

WALL SECTION THROUGH METAL SIDING PARAPETSCALE 3/4" = 1'-0"

CRISTINA FLORES

EUGENE PILKIW

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurants

of Canada Limited (or its affiliated or related companies) and may not be

reproduced, used, downloaded, disseminated, published, or transferred in

any form or by any means, except with the prior written consent of

McDonald's Restaurants of Canada Limited. Copyright infringement is a

violation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project and

to report any discrepancies to the McDonald's Restaurants of Canada

Limited representative prior to commencing work. These drawings are not

to be used for construction purposes unless indicated by McDonald's

Restaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

1. EXISTING 1/2" EXTERIOR GRADE SHEATHING TO

REMAIN. G.C. TO MAKE GOOD; OTHERWISE,

REPLACE AS REQUIRED ON SITE.

2. MAKE GOOD EXISTING EXTERIOR FINISHES WHERE

DISRUPTED.

3. G.C. TO ENSURE THAT EXISTING INSULATION IS

MAINTAINED AND VAPOR BARRIER IS CONTINUOUS

WHERE IT HAS BEEN DISTURBED, SPECIFICALLY,

WHERE THE EXISTING ROOFING AND TRUSSES

HAVE BEEN REMOVED.

4. WHEN REQUIRED, G.C. TO PROVIDE BATT

INSULATION TO ACHIEVE APPLICABLE AND

CURRENT BUILDING CODE'S REQUIRED MINIMUM

R-VALUE FOR ROOF AND WALL AREAS (OR

EQUIVALENT WALLTITE ECO SPRAY FOAM BY BASF).

REFER TO ARCHITECTURAL WALL SECTIONS FOR

REQUIRED R-VLAUES.

GENERAL NOTES

NOTES FOR VAPOUR BARRIER

ACM PANEL: MCD RED (BRIGHT RED)

PRODUCT

· VAPROSHIELD SLOPESHIELD IT (RED SIDE)

OPTIONAL: VAPROSHIELD SLOPESHIELD SA

(RED NON-STICK SIDE EXPOSED)

LOCATION

· PARALLEL OR PERPENDICULAR BLADES

· ENTRANCE BLADE

· DRIVE-THRU SURROUND

ACM PANEL: MCD 51 (BONE WHITE)

PRODUCT

· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

LOCATION

· RIBBON

· VERTICAL BAND

· DRIVE-THRU CANOPY

· DRIVE-THRU CLIP

AD-300 METAL SIDING: MCD 51 (BONE WHITE)

PRODUCT

· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

LOCATION

· RIBBON SOFFIT

· DRIVE-THRU CANOPY SOFFIT

· DRIVE-THRU CANOPY (IF REPLACING ACM PANEL)

· DRIVE-THRU CLIP (IF REPLACING ACM PANEL)

AD-150/300 METAL SIDING: MZG-GREY (CHARCOAL GREY)

PRODUCT

· VAPROSHIELD WRAPSHIELD IT

(INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: VAPROSHIELD WRAPSHIELD SA

(SELF-ADHERED ROLL, PART NO. 24109090)

LOCATION

· PARAPET

LAP SIDING: MCD 37 (CHESTNUT BROWN)

PRODUCT

· VAPROSHIELD WRAPSHIELD IT

(INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: VAPROSHIELD WRAPSHIELD SA

(SELF-ADHERED ROLL, PART NO. 24109090)

LOCATION

· WALL

· PARAPET

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2% SLOPE

2% SLOPE

T/O EXISTING STONE SILL

3' - 0"

T/O EXISTING CONCRETE SLAB / GRADE

0' - 0"

U/S OF EXISTING ROOF DECK

14' - 0"

T/O PARAPET

19' - 1"

T/O EXISTING PARAPET

18' - 3"

6"

PORTION OF EXISTING MANSARD ROOF

TRUSS TO REMAIN. EXISTING PRE-FINISHED

METAL PARAPET FLASHING BEHIND TO

REMAIN. MAKE GOOD EXISTING FLASHING

AS REQUIRED. G.C. TO PROVIDE NEW

FLASHING OVER NEW TPO ROOF

MEMBRANE.

EXISTING ROOF CONSTRUCTION TO REMAIN.

MAKE GOOD EXISTING ROOFING AS

REQUIRED.

INTERIOR

03

A7.3

11

A7.3

EXISTING STONE SILL AND STONE

BASE TO REMAIN. G.C. TO STAIN TO

MATCH 'REGENT GREY'.

EXTERIOR

DEMOLITION:

EXISTING MANSARD ROOFING MATERIAL,

SOFFIT AND LIGHTING TO BE REMOVED.

WALL: CHESTNUT BROWN LAP SIDING

CHESTNUT BROWN LAP SIDING SYSTEM

VAPROSHIELD WRAPSHIELD IT

3/4" EXTERIOR GRADE SHEATHING

2"X4" WOOD STUDS @ 16" O.C.

EXISTING WALL CONSTRUCTION TO REMAIN

DEMOLITION:

PORTION OF EXISTING ROOF TRUSS TO BE

CUT BACK. REFER TO STRUCTURAL

DRAWINGS.

PARAPET: CHESTNUT BROWN LAP SIDING

CHESTNUT BROWN LAP SIDING SYSTEM

VAPROSHIELD WRAPSHIELD IT

3/4" EXTERIOR GRADE SHEATHING

WOOD STUDS

(REFER TO STRUCTURAL DRAWINGS)

1/2" EXTERIOR GRADE SHEATHING

VAPROSHIELD WRAPSHIELD IT

T.P.O. ROOF MEMBRANE

DEMOLITION:

OUTLINE OF EXISTING STUCCO FINISH TO BE

REMOVED.

G.C. TO PROVIDE R25 (MIN.) BATT

INSULATION OR 4” THK WALLTITE ECO V3

SPRAY POLYURETHANE FOAM INSULATION

BY BASF.

G.C. TO CONFIRM EXISTING CONDITION OF

BATT INSULATION. REPLACE AS REQUIRED

WITH R25 (MIN.) BATT INSULATION OR 4” THK

WALLTITE ECO V3 SPRAY POLYURETHANE

FOAM INSULATION BY BASF.

19

'-1

"

3'-0

"1

1'-0

"4

'-3

"1

0"

ROOF: T.P.O. ROOFING SYSTEM

T.P.O. ROOF MEMBRANE

10 MIL VAPOUR RETARDER

5/8" EXTERIOR GRADE SHEATHING

WOOD BRACING

(REFER TO STRUCTURAL DRAWINGS)

2% SLOPE

2% SLOPE

2% SLOPE

1'-4"

T/O EXISTING STONE SILL

3' - 0"

T/O EXISTING CONCRETE SLAB / GRADE

0' - 0"

T/O RIBBON

11' - 0"

U/S OF EXISTING ROOF DECK

14' - 0"

T/O PARAPET

19' - 1"

T/O EXISTING PARAPET

18' - 3"

U/S OF RIBBON

9' - 8"

T/O EXISTING STONE SILL

1' - 4"

6"

PORTION OF EXISTING MANSARD ROOF

TRUSS TO REMAIN. EXISTING PRE-FINISHED

METAL PARAPET FLASHING BEHIND TO

REMAIN. MAKE GOOD EXISTING FLASHING

AS REQUIRED. G.C. TO PROVIDE NEW

FLASHING OVER NEW TPO ROOF

MEMBRANE.

EXISTING ROOF CONSTRUCTION TO REMAIN.

MAKE GOOD EXISTING ROOFING AS

REQUIRED.

INTERIOR

G.C. TO CONFIRM EXISTING CONDITION OF

BATT INSULATION. REPLACE AS REQUIRED

WITH R25 (MIN.) BATT INSULATION OR 4” THK

WALLTITE ECO V3 SPRAY POLYURETHANE

FOAM INSULATION BY BASF.

02

A7.1

05

A7.1

EXISTING STUCCO FINISH TO

REMAIN. G.C. TO STAIN TO MATCH

'CHARCOAL GREY'.

EXISTING STONE SILL AND STONE

BASE TO REMAIN. G.C. TO STAIN TO

MATCH 'REGENT GREY'.

EXTERIOR

EXISTING STONE SILL AND STONE

BASE TO REMAIN. G.C. TO STAIN TO

MATCH 'REGENT GREY'.

EXISTING ALUMINUM FRAMED GLAZING TO

REMAIN

RIBBON: WHITE ALPOLIC

WHITE ACM PANEL SYSTEM

VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

1/2" EXTERIOR GRADE SHEATHING (SLOPED)

BLOCKING AS REQUIRED @ 16" O.C.

WOOD SUPPORTS

(REFER TO STRUCTURAL DRAWINGS)

1/2" EXTERIOR GRADE SHEATHING

VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

WHITE ACM PANEL SYSTEM &

WHITE AD-300 PANEL SYSTEM AS SOFFIT

WALL: CHARCOAL GREY METAL SIDING

CHARCOAL GREY AD-300 PANEL SYSTEM

VAPROSHIELD WRAPSHIELD IT

3/4" EXTERIOR GRADE SHEATHING

2"X4" WOOD STUDS @ 16" O.C.

EXISTING WALL CONSTRUCTION TO REMAIN

PARAPET: CHARCOAL GREY METAL SIDING

CHARCOAL GREY AD-300 PANEL SYSTEM

VAPROSHIELD WRAPSHIELD IT

3/4" EXTERIOR GRADE SHEATHING

WOOD STUDS

(REFER TO STRUCTURAL DRAWINGS)

1/2" EXTERIOR GRADE SHEATHING

VAPROSHIELD WRAPSHIELD IT

T.P.O. ROOF MEMBRANE

EXTERIOR POT LIGHT. REFER TO

ELECTRICAL DRAWINGS.

DEMOLITION:

EXISTING MANSARD ROOFING MATERIAL,

SOFFIT AND LIGHTING TO BE REMOVED.

DEMOLITION:

PORTION OF EXISTING ROOF TRUSS TO BE

CUT BACK. REFER TO STRUCTURAL

DRAWINGS.

19

'-1

"

1'-4

"6

'-8

"3

'-0

"4

'-3

"1

0"

1'-4

"1

'-8

"

ROOF: T.P.O. ROOFING SYSTEM

T.P.O. ROOF MEMBRANE

10 MIL VAPOUR RETARDER

5/8" EXTERIOR GRADE SHEATHING

WOOD BRACING

(REFER TO STRUCTURAL DRAWINGS)

3/4" EXTERIOR GRADE SHEATHING

3/4"=1'-0"

WALL SECTIONS

THROUGH EXTERIOR

WALL & RIBBON

A6.2

01A6.2

WALL SECTION THROUGH EXTERIOR WALL WITH LAP SIDINGSCALE 3/4" = 1'-0"

CRISTINA FLORES

02A6.2

WALL SECTION THROUGH RIBBONSCALE 3/4" = 1'-0"

CRISTINA FLORES

EUGENE PILKIW

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurants

of Canada Limited (or its affiliated or related companies) and may not be

reproduced, used, downloaded, disseminated, published, or transferred in

any form or by any means, except with the prior written consent of

McDonald's Restaurants of Canada Limited. Copyright infringement is a

violation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project and

to report any discrepancies to the McDonald's Restaurants of Canada

Limited representative prior to commencing work. These drawings are not

to be used for construction purposes unless indicated by McDonald's

Restaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

1. EXISTING 1/2" EXTERIOR GRADE SHEATHING TO

REMAIN. G.C. TO MAKE GOOD; OTHERWISE,

REPLACE AS REQUIRED ON SITE.

2. MAKE GOOD EXISTING EXTERIOR FINISHES WHERE

DISRUPTED.

3. G.C. TO ENSURE THAT EXISTING INSULATION IS

MAINTAINED AND VAPOR BARRIER IS CONTINUOUS

WHERE IT HAS BEEN DISTURBED, SPECIFICALLY,

WHERE THE EXISTING ROOFING AND TRUSSES

HAVE BEEN REMOVED.

4. WHEN REQUIRED, G.C. TO PROVIDE BATT

INSULATION TO ACHIEVE APPLICABLE AND

CURRENT BUILDING CODE'S REQUIRED MINIMUM

R-VALUE FOR ROOF AND WALL AREAS (OR

EQUIVALENT WALLTITE ECO SPRAY FOAM BY BASF).

REFER TO ARCHITECTURAL WALL SECTIONS FOR

REQUIRED R-VLAUES.

GENERAL NOTES

NOTES FOR VAPOUR BARRIER

ACM PANEL: MCD RED (BRIGHT RED)

PRODUCT

· VAPROSHIELD SLOPESHIELD IT (RED SIDE)

OPTIONAL: VAPROSHIELD SLOPESHIELD SA

(RED NON-STICK SIDE EXPOSED)

LOCATION

· PARALLEL OR PERPENDICULAR BLADES

· ENTRANCE BLADE

· DRIVE-THRU SURROUND

ACM PANEL: MCD 51 (BONE WHITE)

PRODUCT

· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

LOCATION

· RIBBON

· VERTICAL BAND

· DRIVE-THRU CANOPY

· DRIVE-THRU CLIP

AD-300 METAL SIDING: MCD 51 (BONE WHITE)

PRODUCT

· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)

LOCATION

· RIBBON SOFFIT

· DRIVE-THRU CANOPY SOFFIT

· DRIVE-THRU CANOPY (IF REPLACING ACM PANEL)

· DRIVE-THRU CLIP (IF REPLACING ACM PANEL)

AD-150/300 METAL SIDING: MZG-GREY (CHARCOAL GREY)

PRODUCT

· VAPROSHIELD WRAPSHIELD IT

(INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: VAPROSHIELD WRAPSHIELD SA

(SELF-ADHERED ROLL, PART NO. 24109090)

LOCATION

· PARAPET

LAP SIDING: MCD 37 (CHESTNUT BROWN)

PRODUCT

· VAPROSHIELD WRAPSHIELD IT

(INTEGRATED TAPE ROLL, PART NO. 16109000)

OPTIONAL: VAPROSHIELD WRAPSHIELD SA

(SELF-ADHERED ROLL, PART NO. 24109090)

LOCATION

· WALL

· PARAPET

Page 23: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

2% SLOPE

1'-4"

2% SLOPE

2% SLOPE

T/O ENTRANCE BLADE

22' - 1"

T/O EXISTING STONE SILL

3' - 0"

T/O EXISTING CONCRETE SLAB / GRADE

0' - 0"

T/O RIBBON

11' - 0"

U/S OF EXISTING ROOF DECK

14' - 0"

T/O EXISTING PARAPET

18' - 3"

U/S OF RIBBON

9' - 8"

T/O EXISTING STONE SILL

1' - 4"

6"

PORTION OF EXISTING MANSARD ROOFTRUSS TO REMAIN. EXISTING PRE-FINISHEDMETAL PARAPET FLASHING BEHIND TOREMAIN. MAKE GOOD EXISTING FLASHINGAS REQUIRED. G.C. TO PROVIDE NEWFLASHING OVER NEW TPO ROOFMEMBRANE.

EXISTING ROOF CONSTRUCTION TO REMAIN.MAKE GOOD EXISTING ROOFING ASREQUIRED.

G.C. TO CONFIRM EXISTING CONDITION OFBATT INSULATION. REPLACE AS REQUIREDWITH R25 (MIN.) BATT INSULATION OR 4” THKWALLTITE ECO V3 SPRAY POLYURETHANEFOAM INSULATION BY BASF.

DEMOLITION:PORTION OF EXISTING ROOF TRUSS TO BECUT BACK. REFER TO STRUCTURALDRAWINGS.

INTERIOR

13A7.2

EXISTING STONE SILL AND STONEBASE TO REMAIN. G.C. TO STAIN TOMATCH 'REGENT GREY'.

EXISTING ALUMINUM FRAMED VESTIBULESCREEN TO REMAIN.

DEMOLITION:OUTLINE OF EXISTING STUCCO FINISHBEYOND TO BE REMOVED.

ENTRANCE BLADE: RED ALPOLIC (BEYOND)

04A7.2

RIBBON: WHITE ALPOLICWHITE ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (WHITE SIDE)1/2" EXTERIOR GRADE SHEATHING (SLOPED)BLOCKING AS REQUIRED @ 16" O.C.1/2" EXTERIOR GRADE SHEATHINGWOOD SUPPORTS(REFER TO STRUCTURAL DRAWINGS)1/2" EXTERIOR GRADE SHEATHINGVAPROSHIELD SLOPESHIELD IT (WHITE SIDE)WHITE ACM PANEL SYSTEM &WHITE AD-300 PANEL SYSTEM AS SOFFIT

WALL WASH LIGHT. REFER TO ELECTRICALDRAWINGS.

ENTRANCE BLADE: RED ALPOLICRED ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (RED SIDE)3/4" EXTERIOR GRADE SHEATHINGWOOD STUDS(REFER TO STRUCTURAL DRAWINGS)1/2" EXTERIOR GRADE SHEATHINGVAPROSHIELD WRAPSHIELD IT (WHITE SIDE)T.P.O. ROOF MEMBRANERED ACM PANEL SYSTEM (AT TOP)

DEMOLITION:EXISTING GABLE ROOF TRUSS SYSTEM,ROOFING MATERIAL, SOFFIT, LIGHTING ANDSIGN TO BE REMOVED.

G.C. TO PROVIDE R25 (MIN.) BATTINSULATION OR 4” THK WALLTITE ECO V3SPRAY POLYURETHANE FOAM INSULATIONBY BASF.

ENTRANCE BLADE: RED ALPOLICRED ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (RED SIDE)3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

EXTERIOR

EXTERIOR POT LIGHT. REFER TOELECTRICAL DRAWINGS.

ILLUMINATED SIGN (REFER TO SIGN SHOPDRAWINGS). G.C. TO PROVIDE WOODBLOCKING / PLYWOOD BACKING ASREQUIRED (COORDINATE WITH SIGNCOMPANY).

4'-3

"1'

-4"

6'-8

"3'

-0"

1'-8

"3'

-10"

1'-4

"

22'-1

"

ROOF: T.P.O. ROOFING SYSTEMT.P.O. ROOF MEMBRANE10 MIL VAPOUR RETARDER5/8" EXTERIOR GRADE SHEATHINGWOOD BRACING(REFER TO STRUCTURAL DRAWINGS)

08A7.2

2% SLOPE

2% SLOPE

2% SLOPE

3'-0 1/2"

T/O EXISTING STONE SILL

3' - 0"

T/O EXISTING CONCRETE SLAB / GRADE

0' - 0"

T/O RIBBON/VERTICAL BAND

11' - 0"

U/S OF EXISTING ROOF DECK

14' - 0"

T/O PARAPET

19' - 1"

T/O EXISTING PARAPET

18' - 3"

PORTION OF EXISTING MANSARD ROOFTRUSS TO REMAIN. EXISTING PRE-FINISHEDMETAL PARAPET FLASHING BEHIND TOREMAIN. MAKE GOOD EXISTING FLASHINGAS REQUIRED. G.C. TO PROVIDE NEWFLASHING OVER NEW TPO ROOFMEMBRANE.

EXISTING ROOF CONSTRUCTION TO REMAIN.MAKE GOOD EXISTING ROOFING ASREQUIRED.

INTERIOR

G.C. TO CONFIRM EXISTING CONDITION OFBATT INSULATION. REPLACE AS REQUIREDWITH R25 (MIN.) BATT INSULATION OR 4” THKWALLTITE ECO V3 SPRAY POLYURETHANEFOAM INSULATION BY BASF.

05A7.1

EXTERIOR

VERTICAL BAND (FACE): WHITE ALPOLICWHITE ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (WHITE SIDE)1/2" EXTERIOR GRADE SHEATHINGWOOD SUPPORTS(REFER TO STRUCTURAL DRAWINGS)EXISTING WALL CONSTRUCTION TO REMAIN

WALL: CHARCOAL GREY METAL SIDINGCHARCOAL GREY AD-300 PANEL SYSTEMVAPROSHIELD WRAPSHIELD IT3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

PARAPET: CHARCOAL GREY METAL SIDINGCHARCOAL GREY AD-300 PANEL SYSTEMVAPROSHIELD WRAPSHIELD IT3/4" EXTERIOR GRADE SHEATHINGWOOD STUDS(REFER TO STRUCTURAL DRAWINGS)1/2" EXTERIOR GRADE SHEATHINGVAPROSHIELD WRAPSHIELD ITT.P.O. ROOF MEMBRANE

DEMOLITION:EXISTING MANSARD ROOFING MATERIAL,SOFFIT AND LIGHTING TO BE REMOVED.

DEMOLITION:PORTION OF EXISTING ROOF TRUSS TO BECUT BACK. REFER TO STRUCTURALDRAWINGS.

19'-1

"

3'-0

"4'

-3"

10"

8'-0

"3'

-0"

ROOF: T.P.O. ROOFING SYSTEMT.P.O. ROOF MEMBRANE10 MIL VAPOUR RETARDER5/8" EXTERIOR GRADE SHEATHINGWOOD BRACING(REFER TO STRUCTURAL DRAWINGS)

DEMOLITION:OUTLINE OF EXISTING STUCCO FINISH TO BEREMOVED.

DEMOLITION:OUTLINE OF EXISTING STONE SILL TO BEREMOVED.

DEMOLITION:OUTLINE OF EXISTING STONE BASE TO BEREMOVED.

DEMOLITION:PORTION OF EXISTING SIDEWALK TO BEREMOVED.

DEMOLITION:PORTION OF EXISTING FOUNDATION WALLTO BE REMOVED.

CONCRETE HAUNCH. REFER TOSTRUCTURAL DRAWINGS.

STONE SILL AND BASE TO MATCH EXISTING;STAIN TO MATCH "CHARCOAL GREY".

1"

2"X4" WOOD STUDS @ 16" O.C. (BOTH ENDS)

2"X4" WOOD STUDS @ 16" O.C.

VERTICAL BAND (TOP): WHITE ALPOLICWHITE ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (WHITE SIDE)1/2" EXTERIOR GRADE SHEATHINGBLOCKING AS REQUIRED @ 16" O.C.WOOD SUPPORTS(REFER TO STRUCTURAL DRAWINGS)

OUTLINE OF 1/2" EXTERIOR SHEATHING ATRIBBON BEHIND VERTICAL BAND

6"

3/4"=1'-0"

WALL SECTIONSTHROUGH ENTRANCE &

VERTICAL RIBBON

A6.3

01A6.3

WALL SECTION THROUGH ENTRANCESCALE 3/4" = 1'-0"

CRISTINA FLORES

CRISTINA FLORES

EUGENE PILKIW

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

1. EXISTING 1/2" EXTERIOR GRADE SHEATHING TO

REMAIN. G.C. TO MAKE GOOD; OTHERWISE,

REPLACE AS REQUIRED ON SITE.

2. MAKE GOOD EXISTING EXTERIOR FINISHES WHERE

DISRUPTED.

3. G.C. TO ENSURE THAT EXISTING INSULATION IS

MAINTAINED AND VAPOR BARRIER IS CONTINUOUS

WHERE IT HAS BEEN DISTURBED, SPECIFICALLY,

WHERE THE EXISTING ROOFING AND TRUSSES

HAVE BEEN REMOVED.

4. WHEN REQUIRED, G.C. TO PROVIDE BATT

INSULATION TO ACHIEVE APPLICABLE AND

CURRENT BUILDING CODE'S REQUIRED MINIMUM

R-VALUE FOR ROOF AND WALL AREAS (OR

EQUIVALENT WALLTITE ECO SPRAY FOAM BY BASF).

REFER TO ARCHITECTURAL WALL SECTIONS FOR

REQUIRED R-VLAUES.

GENERAL NOTES

NOTES FOR VAPOUR BARRIER

ACM PANEL: MCD RED (BRIGHT RED)PRODUCT· VAPROSHIELD SLOPESHIELD IT (RED SIDE) OPTIONAL: VAPROSHIELD SLOPESHIELD SA

(RED NON-STICK SIDE EXPOSED)LOCATION· PARALLEL OR PERPENDICULAR BLADES· ENTRANCE BLADE· DRIVE-THRU SURROUND

ACM PANEL: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON· VERTICAL BAND· DRIVE-THRU CANOPY· DRIVE-THRU CLIP

AD-300 METAL SIDING: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON SOFFIT· DRIVE-THRU CANOPY SOFFIT· DRIVE-THRU CANOPY (IF REPLACING ACM PANEL)· DRIVE-THRU CLIP (IF REPLACING ACM PANEL)

AD-150/300 METAL SIDING: MZG-GREY (CHARCOAL GREY)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· PARAPET

LAP SIDING: MCD 37 (CHESTNUT BROWN)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· WALL· PARAPET

02A6.3

WALL SECTION THROUGH VERTICAL RIBBONSCALE 3/4" = 1'-0"

Page 24: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

U/S OF ROOF DECK

14' - 0"

T/O PARAPET

19' - 1"

T/O EXISTING PARAPET

18' - 3"

U/S OF EXIST. TRUSS

25' - 8"

T/O RIBBON

17' - 2"

U/S OF RIBBON

15' - 10"

U/S OF EXISTING ROOF RIDGE

33' - 2"

U/S OF CORNICE

27' - 8"

T/O CORNICE

28' - 7"

2% SLOPE

1'-4"

2%SLOPE

2% SLOPE

2% SLOPE

05A7.3

06A7.1

2'-0

"4'

-3"

10"

T/O BEAM

VARIES

3" T

O 6

"

OUTLINE OF24"x24" CONCRETESPLASH PAD ONLOWER ROOFSURFACE. G.C. TOVERIFY LOCATIONON SITE.

EXISTING ROOFCONSTRUCTIONTO REMAIN. MAKEGOOD EXISTINGROOFING ASREQUIRED.

U/S OF EXIST. TRUSS

25' - 8"

U/S OF CORNICE

27' - 8"

T/O CORNICE

28' - 7"

6'-7

"

NEW PRE-FINISHED METALFLASHING OVEREXISTINGMANSARD ROOFTRUSS.

11"

EXISTING STUCCOFINISH TO REMAIN.

EXISTING CEILINGTILES AND GRIDTO BE REMOVED.

EXISTING BULKHEAD,ALUMINUM FRAMEDGLAZING AND LOWWALL TO BEREMOVED.

EXISTINGPRE-FINISHEDMETAL PARAPETFLASHING TOREMAIN.

NEW PRE-FINISHED METALFLASHING OVERNEW PARAPET.

NEW SLOPED TPOROOFING.

DEMOLITION:EXISTING STUCCOBAND TO BEREMOVED (TYP.)

DEMOLITION:OUTLINE OFEXISTING STUCCOFINISH TO BEREMOVED.OUTLINE OFRAINWATERLEADER; PAINTEDTO MATCH'CHARCOALGREY'.

OUTLINE OF 4"X8"METAL SCUPPERFOR ROOFOVERFLOW. PSINTTO MATCH 'BONEWHITE'.

12'-1

0"1'

-4"

8'-6

"2'

-0"

11"

28'-7

"

WALL: CHESTNUT BROWN LAP SIDINGCHESTNUT BROWN LAP SIDING SYSTEMVAPROSHIELD WRAPSHIELD IT3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

WALL: CHESTNUT BROWN LAP SIDINGCHESTNUT BROWN LAP SIDING SYSTEMVAPROSHIELD WRAPSHIELD IT3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

WALL: CHESTNUT BROWN LAP SIDINGCHESTNUT BROWN LAP SIDING SYSTEMVAPROSHIELD WRAPSHIELD IT3/4" EXTERIOR GRADE SHEATHING2"X4" WOOD STUDS @ 16" O.C.EXISTING WALL CONSTRUCTION TO REMAIN

EXISTING CEILING TILES AND GRID TO BEREMOVED.

DEMOLITION:EXISTING STUCCO BAND TO BE REMOVED.

DEMOLITION:EXISTING STUCCO BAND TO BE REMOVED.

RIBBON: WHITE ALPOLICWHITE ACM PANEL SYSTEMVAPROSHIELD SLOPESHIELD IT (WHITE SIDE)1/2" EXTERIOR GRADE SHEATHING (SLOPED)BLOCKING AS REQUIRED @ 16" O.C.1/2" EXTERIOR GRADE SHEATHINGWOOD SUPPORTS(REFER TO STRUCTURAL DRAWINGS)1/2" EXTERIOR GRADE SHEATHINGVAPROSHIELD SLOPESHIELD IT (WHITE SIDE)WHITE ACM PANEL SYSTEM &WHITE AD-300 PANEL SYSTEM AS SOFFIT

DEMOLITION:EXISTING SIGN TO BE REMOVED.

WALL: CHARCOAL GREY METAL SIDINGCHARCOAL GREY AD-150 PANEL SYSTEMVAPROSHIELD WRAPSHIELD IT1/2" EXTERIOR GRADE SHEATHINGWOOD STUDS(REFER TO STRUCTURAL DRAWINGS)5/8" GYPSUM WALL BOARD

G.C. TO PROVIDE R21 (MIN.) BATTINSULATION OR 3 1/2” THK WALLTITE ECO V3SPRAY POLYURETHANE FOAM INSULATIONBY BASF (TYP.)

G.C. TO PROVIDE 4” THK WALLTITE ECO V3SPRAY POLYURETHANE FOAM INSULATION(R25 MIN.) BY BASF (TYP.)

METAL FLASHING (CORNICE) BY G.C. PAINTTO MATCH BONE WHITE (TYP.)

ROOF: T.P.O. ROOFING SYSTEMT.P.O. ROOF MEMBRANE10 MIL VAPOUR RETARDER5/8" EXTERIOR GRADE SHEATHINGROOF STRUCTURE(REFER TO STRUCTURAL DRAWINGS) DEMOLITION:

EXISTING HIPROOF TRUSSSYSTEM, ROOFINGMATERIAL, SOFFIT,LIGHTING ANDACCESS HATCH TOBE REMOVED.

04A7.3

11 1/2"11 1/2"

3/4"=1'-0"

WALL SECTIONTHROUGH TOWER

A6.4

01A6.4

WALL SECTION THROUGH TOWERSCALE 3/4" = 1'-0"

CRISTINA FLORES

CRISTINA FLORES

EUGENE PILKIW

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

1. EXISTING 1/2" EXTERIOR GRADE SHEATHING TO

REMAIN. G.C. TO MAKE GOOD; OTHERWISE,

REPLACE AS REQUIRED ON SITE.

2. MAKE GOOD EXISTING EXTERIOR FINISHES WHERE

DISRUPTED.

3. G.C. TO ENSURE THAT EXISTING INSULATION IS

MAINTAINED AND VAPOR BARRIER IS CONTINUOUS

WHERE IT HAS BEEN DISTURBED, SPECIFICALLY,

WHERE THE EXISTING ROOFING AND TRUSSES

HAVE BEEN REMOVED.

4. WHEN REQUIRED, G.C. TO PROVIDE BATT

INSULATION TO ACHIEVE APPLICABLE AND

CURRENT BUILDING CODE'S REQUIRED MINIMUM

R-VALUE FOR ROOF AND WALL AREAS (OR

EQUIVALENT WALLTITE ECO SPRAY FOAM BY BASF).

REFER TO ARCHITECTURAL WALL SECTIONS FOR

REQUIRED R-VLAUES.

GENERAL NOTES

NOTES FOR VAPOUR BARRIER

ACM PANEL: MCD RED (BRIGHT RED)PRODUCT· VAPROSHIELD SLOPESHIELD IT (RED SIDE) OPTIONAL: VAPROSHIELD SLOPESHIELD SA

(RED NON-STICK SIDE EXPOSED)LOCATION· PARALLEL OR PERPENDICULAR BLADES· ENTRANCE BLADE· DRIVE-THRU SURROUND

ACM PANEL: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON· VERTICAL BAND· DRIVE-THRU CANOPY· DRIVE-THRU CLIP

AD-300 METAL SIDING: MCD 51 (BONE WHITE)PRODUCT· VAPROSHIELD SLOPESHIELD IT (WHITE SIDE)LOCATION· RIBBON SOFFIT· DRIVE-THRU CANOPY SOFFIT· DRIVE-THRU CANOPY (IF REPLACING ACM PANEL)· DRIVE-THRU CLIP (IF REPLACING ACM PANEL)

AD-150/300 METAL SIDING: MZG-GREY (CHARCOAL GREY)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· PARAPET

LAP SIDING: MCD 37 (CHESTNUT BROWN)PRODUCT· VAPROSHIELD WRAPSHIELD IT (INTEGRATED TAPE ROLL, PART NO. 16109000) OPTIONAL: VAPROSHIELD WRAPSHIELD SA (SELF-ADHERED ROLL, PART NO. 24109090)LOCATION· WALL· PARAPET

Page 25: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

J-FLASHING C/W WEEPHOLES: MK#1113/ ADT-CCOLOUR TO MATCH PANELS

CONT. VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHING AND FRAMING

AD300 METAL PANELSCOLOUR AS PER ELEVATIONS

SHIM AS REQUIRED

2% SLOPE

PREFINISHED METAL FLASHING: MK #1119WITH DRIP EDGE

WHITE ALPOLIC ACM PANEL SYSTEMREFER TO WALL SECTIONS FOR DETAILS 2 1/2"

2 1/

2"

AD150 / AD300 METAL PANELCOLOUR AS PER ELEVATIONS

CONT. VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHINGAND FRAMING

INSIDE CORNER FLASHINGMK#ADT-B

SHIM AS REQUIRED

05

'Z' STIFFENER: MK#Z150FOR CUT TO SUIT AD150 / AD300 PANELS

CAP FLASHING: SIZED AND BENT TOSUIT SITE CONDITIONS. BY VICWESTC/W DRIP EDGE AND LOCKING SEAM

VARIES

CONT. VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHING

LAPPED OVER PARAPET

2% SLOPE

AD150 / AD300 METAL PANELCOLOUR AS PER ELEVATIONS

06

METAL FLASHING (CORNICE) BY G.C.PAINT TO MATCH BONE WHITE (TYP.)

TPO ROOFING MEMBRANELAPPED 6" OVER PARAPET

AD150 METAL PANELCOLOUR AS PER ELEVATIONS

3 1/4"

07

CONT. VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHINGAND FRAMING

AD150 / AD300 METAL PANELCOLOUR AS PER ELEVATIONS

SHIM AS REQUIRED

VERTICAL PARTITION MOULDING: MK#1121(USED TO BREAK UP LARGE EXPANSE)

08

AD150 / AD300 METAL PANELCOLOUR AS PER ELEVATIONS

SHIM AS REQUIRED

J-FLASHING C/W WEEPHOLES: MK#1113/ADT-C COLOUR TO MATCH PANELS

PREFINISHED METAL FLASHINGCOLOUR TO MATCH PANELS

EXISTING STUCCO FINISH TO REMAIN

CONT. VAPROSHIELD WRAPSHIELD IT ON 3/4"EXTERIOR GRADE SHEATHING AND FRAMING

1"

09

JAMB FLASHING: MK#1111 / MK#1113COLOUR TO MATCH AD PANELS

AD150 / AD300 METAL PANELCOLOUR AS PER ELEVATIONS

SHIM AS REQUIRED

CONT. VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHINGAND FRAMING

PAINTED SIDE

SECTION ORIENTATION

1 1/2"

3"

6"

1"

1 3/

4"

1 1/4"

2 1/2"

1"

3"6"

2 1/2" 1/4"

1 1/2"

1"

1 1/

2"

1 1/

2"

1 1/4"

1 3/

4"

1/4"

1/4"

1 3/

4"

1" 2"3 1/4"

0"

3/4"

11 3

/4"

011 1/2"

1 1/4"

VA

RIE

S

PAINTED SIDE

PAINTED SIDE PAINTED SIDE PAINTED SIDE PAINTED SIDE PAINTED SIDE PAINTED SIDE PAINTED SIDE PAINTED SIDE

AD-150 PROFILE

SECTION ORIENTATION

AD-300 PROFILE

SECTION OR PLAN ORIENTATION

OUTSIDE CORNER:VICWEST MK#ADT-A

SECTION OR PLAN ORIENTATION

INSIDE CORNER:VICWEST MK#ADT-B

SECTION ORIENTATION:FOR USE AT HIGH RIB

BOTTOM 'J' FLASHING:VICWEST MK#ADT-C

PLAN ORIENTATION

JAMB FLASHING:VICWEST MK#1111

SECTION ORIENTATION:FOR USE AT LOW RIB

BOTTOM 'J' FLASHING:VICWEST MK#ADT-D

SECTION (DRIP) ORPLAN (END) ORIENTATION

END (JAMB) FLASHING:VICWEST MK#1113

PLAN ORIENTATION

PARTITION MOULDING:VICWEST MK#1121

SECTION ORIENTATION

DRIP FLASHING:VICWEST MK#1119

NOTE: FASTENING DETAILS FOR AD-150 ANDAD-300 METAL SIDING ARE SAME.

SHIM AS REQUIRED

AD150 / AD300 METAL PANELCOLOUR AS PER ELEVATIONS

CONT. VAPROSHIELDWRAPSHIELD IT ON 3/4" EXTERIORGRADE SHEATHING AND FRAMING

OUTSIDE CORNER FLASHING:MK#ADT-A COLOUR TO MATCHPANELS

AD150 / AD300 METAL PANELCOLOUR AS PER ELEVATIONS

3"=1'-0"

AD150 & AD300METAL SIDING DETAILS

A7.1

02A7.1

TYP. DETAIL @ TOP OF CANOPYSCALE 3" = 1'-0"

03A7.1

INSIDE CORNER DETAIL (@ 90°)SCALE 3" = 1'-0"

04A7.1

TYP. OUTSIDE CORNER DETAILSCALE 3" = 1'-0"

05A7.1

PARAPET CAP FLASHING DETAILSCALE 3" = 1'-0"

09A7.1

TYP. DETAIL @ END PANELSCALE 3" = 1'-0"

08A7.1

TYP. DETAIL @ STUCCO JUNCTIONSCALE 3" = 1'-0"

07A7.1

PARTITION MOULDING DETAILSCALE 3" = 1'-0"

06A7.1

CORNICE CAP FLASHING DETAILSCALE 3" = 1'-0"

01A7.1

TRIM SCHEDULESCALE 3" = 1'-0"

03aA7.1

NOT USED

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

SEPIDEH ABAII

CRISTINA FLORES

SEPIDEH ABAII

Page 26: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

CONT. RED / WHITE SIDEVAPROSHIELD SLOPESHIELD ITON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

RED / WHITE ALPOLIC

TYP. #10-16 PAN HEAD SCREWS @

COLOUR TO MATCH ADJACENT

CONT. AIR BARRIER (VAPROSHIELDSLOPESHIELD IT; RED SIDE EXPOSED)ON 3/4" EXTERIOR GRADE SHEATHING

AND FRAMING

2 1/4" ALPOLIC ACM PANELSYSTEM TO MATCH COLOUR

<PT-10 : "BRIGHT RED">

EXISTING STONE BASETO REMAIN; G.C. TO

STAIN TO MATCH<"REGENT GREY">.

STANDARD CLIP (TYP.)

DRIP FLASHING (TYP.)ACM PANEL TO TERMINATE

ON CHAMFERED EDGE OFSTONE BASE

6 1/2"

6 1/2" 4 1/2"

4 1/2"

CONT. RED / WHITE SIDEVAPROSHIELD SLOPESHIELD ITON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

RED / WHITE ALPOLICACM PANEL

TYP. #10-16 PAN HEAD SCREWS @EACH CLIP

STANDARD CLIP (TYP.)

EXTRUDED SPLINE.COLOUR TO MATCH ADJACENTPANEL (TYP.)

5/8" 5/8"

CONT. RED / WHITE SIDEVAPROSHIELD SLOPESHIELD ITON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

ALPOLIC ACM PANEL

TYP. #10-16 PAN HEAD SCREWS@ EACH CLIP

STANDARD CLIP (TYP.)

EXTRUDED SPLINE.COLOUR TO MATCH ADJACENTPANEL (TYP.)

CONT. WHITE SIDEVAPROSHIELD

SLOPESHIELD ITON 3/4" EXTERIOR

GRADE SHEATHINGAND FRAMING

WHITE ALPOLICACM PANEL

WHITE AD-300 PANELAS SOFFIT

METAL FLASHING

CONTINUOUS CAULKING

EXISTING WINDOW AND FRAMINGTO REMAIN

EXTERIOR POT LIGHT. REFER TOELECTRICAL DRAWINGS.

CONT. WHITE SIDEVAPROSHIELDSLOPESHIELD ITON 3/4" EXTERIORGRADE SHEATHINGAND FRAMING

WHITE ALPOLICACM PANEL

ACM PANELFLASHING

FILLER STRIP

WHITE ALPOLICACM PANEL

WHITE AD-300PANEL AS SOFFIT

EXTERIOR POTLIGHT. REFER TO

ELECTRICALDRAWINGS.

5/8"

ALPOLIC ACM PANEL

CONT. RED SIDE VAPROSHIELDSLOPESHIELD ITON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

2 1/2" FILLER STRIP

ALPOLIC ACM PANEL

3/4" EXTERIOR GRADE SHEATHINGON TYP. WALL FRAMING

WINDOW AND FRAMES

CAULKING AND BACKERROD BY G.C. (TYP.)

CONT. RED SIDE VAPROSHIELDSLOPESHIELD ITON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

RED ALPOLIC ACM PANEL

12WINDOW AND FRAMES

CAULKING AND BACKERROD BY G.C. (TYP.)

CONT. RED SIDE VAPROSHIELDSLOPESHIELD ITON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

EXISTING STUCCO WALL TOREMAIN. G.C. TO STAIN TOMATCH 'CHARCOAL GREY'. (TYP.)

RED ALPOLIC ACM PANEL

CONT. RED / WHITE SIDEVAPROSHIELD SLOPESHIELD IT

ON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

ALPOLIC ACM PANEL

STANDARD CLIP (TYP.)

DRIP FLASHING. (TYP.)CAULKING BY G.C. (TYP.)

CONT. WHITE SIDEVAPROSHIELD

SLOPESHIELD ITON 3/4" EXTERIOR

GRADE SHEATHINGAND FRAMING

WHITE ALPOLICACM PANEL

CONT. RED SIDEVAPROSHIELD SLOPESHIELD IT

ON 3/4" EXTERIOR GRADE SHEATHINGAND FRAMING

RED ALPOLIC ACM PANEL

EXISTING STONE FINISHTO REMAIN

STANDARD CLIP (TYP.)

DRIP FLASHING (TYP.)ACM PANEL TO TERMINATE

ON CHAMFERED EDGE OFSTONE BASE

CONT. RED / WHITE SIDEVAPROSHIELD SLOPESHIELD ITON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

ALPOLIC ACM PANEL

AD-150 METAL PANEL

CAULKING AND BACKERROD BY G.C. (TYP.)

STANDARD CLIP (TYP.)AD-300 METAL PANEL

CAULKING AND BACKERROD BY G.C. (TYP.)

CONT. RED SIDE VAPROSHIELDSLOPESHIELD ITON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

RED ALPOLIC ACM PANEL

EXISTING STUCCO WALL TOREMAIN. G.C. TO STAIN TO MATCH'CHARCOAL GREY'. (TYP.)

CAULKING AND BACKERROD BY G.C. (TYP.)

CONT. RED / WHITE SIDEVAPROSHIELD SLOPESHIELD ITON 3/4" EXTERIOR GRADE SHEATHINGAND FRAMING

EXISTING STUCCO WALL TO REMAIN.G.C. TO STAIN TO MATCH 'CHARCOALGREY'. (TYP.)

CONT. RED /WHITE SIDEVAPROSHIELD SLOPESHIELD IT

ON 3/4" EXTERIOR GRADE SHEATHINGLAPPED OVER PARAPET

RED /WHITE ALPOLICACM PANEL

TPO ROOFING MEMBRANELAPPED 6" OVER PARAPET

LED STRIP LIGHTING

ALIGN WITH EDGEOF PANEL6"

EXISTING WOODFRAME TO REMAIN

ROOF: T.P.O. ROOFING SYSTEMT.P.O. ROOF MEMBRANE5/8" EXTERIOR GRADE SHEATHING10 MIL VAPOUR RETARDERWOOD BRACING(REFER TO STRUCTURAL DWGS.)

PRE FINISHEDMETAL FLASHING

LAP ROOFINGMEMBRANE OVERWOOD BLOCKING(TYPICAL)

1 1/2"=1'-0"

ALPOLIC ACM PANELDETAILS

A7.2

SEPIDEH ABAII

CRISTINA FLORES

01A7.2

VERTICAL WHITE ACM AT STONE BASESCALE 1 1/2" = 1'-0"

02A7.2

PANEL REVEALSCALE 1 1/2" = 1'-0"

03A7.2

PANEL REVEAL PLAN DETAILSCALE 1 1/2" = 1'-0"

04A7.2

U/S OF CANOPY AT WINDOWSCALE 1 1/2" = 1'-0"

05A7.2

U/S OF CANOPY AT PANELSSCALE 1 1/2" = 1'-0"

06A7.2

INSIDE CORNER PLAN DETAILSCALE 1 1/2" = 1'-0"

07A7.2

VERTICAL RED ACM AT STONE BASESCALE 1 1/2" = 1'-0"

08A7.2

CANOPY UNDER PANELSSCALE 1 1/2" = 1'-0"

09A7.2

NOT USED 10A7.2

NOT USED 11A7.2

VER. RIBBON AT WINDOW PLAN DETAILSCALE 1 1/2" = 1'-0"

12A7.2

WINDOW JAMB SCALE 1 1/2" = 1'-0"

13A7.2

TYP. PARAPET DETAILSCALE 1 1/2" = 1'-0"

14A7.2

NOT USED 15A7.2

BUMP OUT AT FINISHED WALLSCALE 1 1/2" = 1'-0"

16A7.2

ACM AT AD150 / 300TYP BUMP OUTSCALE 1 1/2" = 1'-0"

17A7.2

ACM AT AD150-BLADE BUMP OUTSCALE 1 1/2" = 1'-0"

18A7.2

NOT USED

19A7.2

NOT USED 20A7.2

NOT USED 21A7.2

NOT USED 22A7.2

NOT USED 23A7.2

NOT USED 24A7.2

TYP. MANSARD DETAILSCALE 1 1/2" = 1'-0"

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

SEPIDEH ABAII

Page 27: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHING

MIN. 1 1/4" OVERLAP

1 1/

4"

NAIL @ 12" O.C. SPACING MIN. (TYPICAL)

FIBER CEMENT LAP SIDING

PRE-FINISHED METAL FLASHINGCOLOUR TO MATCH (PT-3)

CONT. WHITE SIDEVAPROSHIELD SLOPESHIELD ITON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

WHITE ALPOLIC ACM PANEL

NAIL @ 12" O.C. SPACING MIN. (TYPICAL)

VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHING

FIBER CEMENT LAP SIDING

VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHING

3X1 FIBER CEMENT CORNER TRIM

FIBER CEMENT LAP SIDING

1 1/4"

NAIL @ 12" O.C. SPACING MIN. (TYPICAL)

VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHING

MIN. 1 1/4" OVERLAP

FIBER CEMENT LAP SIDING

1 1/4"

FIBER CEMENT TRIM

VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHING

MIN. 1 1/4" OVERLAP

FIBER CEMENT LAP SIDING

PRE-FINISHED METAL FLASHINGCOLOUR TO MATCH (PT-3)

3X1 FIBER CEMENT CORNER TRIM

CAULKING AND BACKER RODBY G.C. (TYP.)

DOOR JAMB

VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHINGPRESSURE TREATED STRAPPING

FIBER CEMENT LAP SIDING

NAIL @ 12" O.C. SPACING MIN. (TYPICAL)

VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHING

MIN. 1 1/4" OVERLAP

PRE-FINISHED METAL FLASHINGCOLOUR TO MATCH (PT-3)

UNDERLAY TO PROVIDE ISOLATION OFMETAL FLASHING TO FRAMING

1 1/4"

NAIL @ 12" O.C. SPACING MIN.(TYPICAL)

FIBER CEMENT LAP SIDING

TPO ROOFING MEMBRANELAPPED 6" OVER PARAPET

METAL FLASHING

CONTINUOUS CAULKING

FIBER CEMENT TRIM

FIBER CEMENT LAP SIDING

EXTERIOR POT LIGHT. REFER TOELECTRICAL DRAWINGS.

WHITE AD-300 PANEL AS SOFFIT

CONT. WHITE SIDEVAPROSHIELD SLOPESHIELD ITON 3/4" EXTERIOR GRADESHEATHING AND FRAMING

WHITE ALPOLIC ACM PANEL

MIN. NAIL @ 12" O.C. SPACING(TYPICAL)

LEAVE APPROPRIATE GAP AND CAULK

FIBER CEMENT LAP SIDING

FIBER CEMENT TRIM BOARD(3"W X 12"L X 1"D)

FIBER CEMENT TRIM BOARD(3"W X 12"L X 1"D)

VAPROSHIELD WRAPSHIELD ITON 3/4" EXTERIOR GRADE SHEATHING

3"=1'-0"

FIBER CEMENT LAPSIDING DETAILS

A7.3

SEPIDEH ABAII

CRISTINA FLORES

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

SEPIDEH ABAII

05A7.3

CANOPY UNDER LAP SIDINGSCALE 3" = 1'-0"

06A7.3

NOT USED 07A7.3

LAP SIDING @ DOOR/WINDOW JAMBSCALE 3" = 1'-0"

08A7.3

OUTSIDE CORNER DETAILSCALE 3" = 1'-0"

12A7.3

NOT USED11A7.3

LAP SIDING @ STONE BASESCALE 3" = 1'-0"

10A7.3

NOT USED09A7.3

HORIZONTAL LAP VIEWSCALE 3" = 1'-0"

1A7.3

NOT USED 02A7.3

LAP SIDING @ END OF FRAMINGSCALE 3" = 1'-0"

03A7.3

LAP SIDING PARAPETSCALE 3" = 1'-0"

04A7.3

U/S OF CANOPY AT LAP SIDINGSCALE 3" = 1'-0"

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N/A

SPECIFICATIONS

A8.0

SEPIDEH ABAII

CRISTINA FLORES

GENERAL REQUIREMENTS SECTION 010100

WORK OF CONTRACT

010100.1 CONTRACT DOCUMENTS

.1 The Construction Contract Document will be prepared by McDonald's Restaurants of Canada. A copy may not be bound with these documents, however, a copy may be obtained from McDonald's Restaurants of Canada. .2 The standard form of General Conditions of the Stipulated Price Contract, Document CCDC 2, 2008, and Supplementary Conditions thereto form an integral part of the Specifications. .3 Perform all work described in the Contract Documents under one contract. .4 An executed CCDC Contract will be required before application of payment.

010100.2 CONTRACT WORK

.1 The Contractor shall be responsible for the inclusion of all work required for completion of the project and shall co-ordinate the work of his subcontractors so that this is accomplished. .2 The Contractor shall examine all drawings and specifications and report any discrepancies to the Owner prior to submitting tender. .3 The Contractor is responsible for co-ordination of all sub-trades as outlined in Instructions to Bidders. .4 The Contractor shall off-load kitchen equipment supplied by Store Fixture Company and McDonald's Restaurants of Canada.

.5 The Contractor is to clean the site and building before the Store Fixtures and McDonald's Restaurants of Canada equipment delivery. .6 Contractor and sub-trades to be on site at all times during equipment installation. .7 The Contractor is responsible for providing refuse removal for duration of project. .8 The Contractor is responsible for cleaning roof of all debris at the end of construction. .9 The Contractor shall keep the job site clean and orderly and clean the building and site at the end of each day during the construction period.

010100.3 CONSTRUCTION STANDARDS

.1 Construction work to equal or exceed minimum standards specified for materials, installation methods, workmanship and construction in Part 3 of the Building Code, latest Edition, except where additional or more stringent requirements are imposed by reference to other parts of the National Building Code of Canada, by Provincial Codes, by Local Jurisdictional Authorities, or by the Drawings, Specifications, specified Reference Standards, and other instructions included with, or issued in relation to, the Contract Documents for this project.

010100.4 GENERAL CONTRACTOR

.1 General Contractor to co-ordinate and obtain all required inspection certificates and deliver to the owner a final occupancy permit. .2 General Contractor to obtain all required surveys to meet building layout and building permit requirements. .3 General Contractor to obtain a registered survey for the building and site prior to release of final payment as noted in the Instruction to Bidders.

010100.5 SECURITY

.1 General Contractor to be responsible for security of all areas affected by work of this Contract until taken over by McDonald's Restaurants ofCanada, to take steps to prevent entry to the Work by unauthorized persons and guard against theft, fire and damage by any cause. .2 General Contractor is responsible for the prevention of vandalism and theft of all tools, equipment, materials and Owner's contents.

010100.6 SAFETY

.1 Be governed by pertinent safety requirements of Federal, Provincial or Municipal bodies having authority, particularly the Construction Safety Act, The Occupational Health and Safety Act, and work in conjunction with the proper safety associations operating under the authority of each jurisdiction. .2 Protect Owner, Owner's employees, the public and those employed on the Work from bodily injury and to protect adjacent public, private and Owner's property from damage. .3 Furnish and maintain protection, such as warning signs, tarpaulins, guard rails, barriers, night lights, railings around shafts, pits and stairwells etc. as required. Remove temporary protective measures when no longer required.

010100.7 SHOP DRAWINGS

.1 Submit shop drawings for all non-specified materials and products in conformance with industry standards. .2 Refer to division and sections of the specification for work requiring shop drawing submission. Such work shall include but not be limited to the following: roof joists, roofing material list, doors and frames, hardware, electrical panels and circuiting.

010100.8 AS BUILTS & MAINTENANCE MANUALS

.1 The Contractor to provide as built drawings and maintenance manuals as detailed in the instruction to bidders.

END OF SECTION 010100: GENERAL REQUIREMENTS

I N D E X

DIVISION 1 GENERAL REQUIREMENTS

Section 010100 General Requirements

DIVISION 5 METALS

Section 055000 Miscellaneous Metals

DIVISION 6 CARPENTRY

Section 061000 Rough Carpentry Section 062000 Finish Carpentry

DIVISION 8 DOORS & WINDOWS

Section 081100 Steel Doors, Frames & Hardware Section 087113 Automatic Door Operators

DIVISION 9 FINISHES

Section 092500 Gypsum Drywall Section 093000 Ceramic Tile Section 095000 Acoustic Treatment Section 095450 Fibreglass Reinforced Plastic Panels Section 099000 Painting

DIVISION 22 PLUMBING

See Mechanical Drawings

DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

See Mechanical Drawings

DIVISION 26 ELECTRICAL

See Electrical Drawings

ROUGH CARPENTRY SECTION 061000

061000.1 GENERAL

.1 Work of this section shall include rough carpentry. .2 Supply: Bolts, inserts and other fastenings installed by other Divisions. .3 Co-ordinate work with that of Store Fixture Contractor.

061000.2 PRODUCTS

.1 Lumber: No. 2 Spruce-Pine-Fir Species Group designation; sound and free of imperfections making it unsuitable for applied use, dry at 19% moisture content U.N.O. .2 Plywood: for concealed use, Douglas Fir, unsanded, select sheathing grade. .3 Pressure treated wood: to meet CSA 080-M standard for wood preservation maximum 10% moisture. .4 Wood Preservative: Green Pentox, by Osmose Wood Preserving Co. of Canada Limited. .5 Perimeter Insulation: 50mm Polystyrene Board closed cell, cellular to meet CGSB Specification 51-GP-20M, Type 2. .6 Batt Insulation: 150mm or as shown on drawings, batt insulation as manufactured by Fibreglas Canada Ltd. .7 Structural Framing and Sheathing: As noted on the Structural Drawings, including all "I" joists, PSL beams and columns all by McDonald's Restaurantsof Canada approved suppliers. Refer to SP4 .8 Vapour Barrier: 6 mil polyethylene. .9 Air Barrier: Blueskin VP 160. .10 Sill gasket: Foam as manufactured for sill use. .11 Refer to Structural drawings for complete specifications. .12 All lumber used must be be "FSC" Certified. Provide invoices and chain of custody documentation prior to install.

061000.3 EXECUTION

.1 Install all work plumb, square, level, permanently secured accurately and closely fitted, and aligned in locations required by other work. .2 Rough Carpentry: to include, but not limited to the following: stud partitions, roof framing including canopies, set hollow metal door frames for Division 4, perimeter insulation, air and vapour barriers. .3 Install insulation where indicated on Drawings to manufacturer's standard. .4 Roof Cant's, Curbs, Bases, etc.: Install cants, strips and blocking at roofs, secured permanently, trimmed level to accommodate camber insulation and to receive flashing. Install wood curbs for mechanical fans as required. .5 Wood Preservatives: Apply one coat of wood preservatives to exterior ceramic tile. .6 Install vapour barrier to ensure complete continuity. Wrap and overlap all joints. Caulk all junctions and joints of floor, decks, windows, etc. with acoustic caulking. .7 Install air barrier to Code as manufacturer's instructions. Tape all seams to ensure conformity of barrier. Cut and fit at cantilevered joists, staple and tape to ensure tight fit. .8 Install wood blocking at grab bars and vanity supports in public washrooms. .9 Install plywood behind shelving and elsewhere as noted on the drawings.

END OF SECTION 061000: ROUGH CARPENTRY

FINISH CARPENTRY SECTION 062000

062000.1 GENERAL

.1 Work of this section shall include finished carpentry. .2 Supply and install shelving, coat rod and shelf, and all others as detailed or noted on drawings c/w all necessary hardware. .3 Install door frames, doors and hardware. .4 Co-ordinate work with that of Store Fixture Contractor.

062000.2 PRODUCTS

.1 Wood: for finished wood and trim sound where painted, clear where transparent finish. .2 Plywood: Hardwood smooth sanded, good grade where exposed to view and sound where not. .3 Framing: No. 2 straight, sound, no checks, slivers, etc. .4 Plastic Laminate: furniture finish. .5 All lumber used must be be "FSC" Certified. Provide invoices and chain of custody documentation prior to install.

062000.3 EXECUTION

.1 Hardware: Install finishing hardware. .2 Examine work of previous trades to ensure adequacy of grounds, blocking, etc. .3 Metal Shelving: All shelving as detailed on the Metal Shelving schedule. .4 Metal Door Frames: Set in place, braced to prevent displacement for building in by steel studs under Section 09250. .5 Metal Door: Install after finishing of walls or before drywall, as per manufacturer's recommendations. .6 Erect with hidden fasteners, complete with clips, closures, drips, caulking all to give straight, true level. .7 Cabinets as detailed. .8 All grab bars, change tables, and restroom accessories as noted on the drawings.

END OF SECTION 062000: FINISH CARPENTRY

STEEL DOORS, FRAMES AND HARDWARE SECTION 081100

081100.1 GENERAL

.1 Work of this Section shall include supply of all metal doors and frames. .2 Supply all hardware as indicated on drawings. .3 Co-ordinate work of this Division with masonry and drywall Division. .4 Fabricate, handle and install in compliance with Canadian Steel Door and Frame Manufacturer Association (CSDFMA) "Specification for Commercial Steel Doors and Frames," except as noted otherwise. .5 Warrant products, in writing, to be free from defects in materials and workmanship for a period of one (1) year following date of substantial completion.

081100.2 PRODUCTS

.1 Fabricate doors, frames and all internal reinforcements of hot-dip galvannealed steel to ASTM A653[M], minimum coating designation ZF120 (A40). .2 Hollow Metal Frames:1.5mm (16 ga) wipe coat galvanized steel F16 Series. Mortised, reinforced, drilled and tapped for hardware. Provide 3 rubber bumpers on latch jambs. Continuous face-welded construction with 1.6 mm angle clips to attach jamb to floor and 3 wall anchors per jamb for masonry and 4 per jamb for stud partitions. .3 Exterior Hollow Metal frames to be packed with injected foam insulation. Fabricate frames with sufficient rigidity to effectively resist forced entry. Provide minimum 2.7mm (12 ga) continuous hinge reinforcement. .4 Interior Hollow Metal Doors: D20 Series. Each face formed from one sheet 0.91mm (20 ga) steel. Lock seam and seal longitudinal joints. Core to be honeycomb laminated under pressure to face sheets and to fill core space completely. Close top and bottom with 1.2mm (18 ga) channels, spot welded. .5 Exterior Hollow Metal Doors: D18 Series. Each face formed with one sheet of 1.2mm (18 ga) steel. Lock seam and seal longitudinal joints, tackweld lockseams 150mm o.c., fill flush, grind smooth. Core to be rigid polyisocyanurate RSI 2.1 (R12) board, laminated under pressure to face sheets and to fill core space completely. Provide minimum 2.7mm (12 ga) continuous hinge reinforcement. Close top and bottom with 1.2mm (18 ga) channels, spotwelded. Close top of outswing doors with sealed watertight top cap. .6 Finish exposed welds by filing and grinding smooth. Shop-apply rust-inhibitive touch-up primer where galvannealed coating is removed during fabrication. .7 Hardware schedule to be submitted as per door schedule. No substitutions to be permitted without written approval from McDonald's Restaurants ofCanada. .8 Supply doors to washrooms undersized for undercut or for louvres as per drawings.

081100.3 EXECUTION

.1 Installation of frames in metal stud partitions is performed under work of Section 06200. .2 Installation of hardware is performed under Section 06200. .3 Install doors to washrooms to ensure 15mm clear undercut.

END OF SECTION 081100: STEEL DOORS, FRAMES AND HARDWARE

.2 Install drywall with taped joints on metal studs. .3 Framing and furring shown on drawings is indicative, but do not consider it as exact and complete. Construct work to withstand stresses imposed by use without either distortion or dimensional changes. .4 Securely attach trim, casing, and accessories. Do not install them if dented or deformed. .5 Frame openings on every side, providing clearances for other work only after verification of requirements in each case. .6 Reinforce framing and otherwise provide support for work, hardware and accessories installed upon work of this section. .7 Metal Stud Partitions: Secure runner channels at floor and at tops of partitions with concrete nails, toggle bolts or sheet metal screws as applicable for base material. Butt, do not mitre, floor runners at intersections and corners. Lap and screw them together at ceilings. :Install runner channels at heads and sills of openings secured to studs at 400mm o.c. by bending up webs and screwing to studs. :Space studs at 400mm generally and at a distance no greater than 50 mm from abutting walls, partitions and corners. :Secure studs to runners as recommended by manufacturer for type installed. :Double studs at door jambs. Use three studs at corner and intermediate intersections. :Install horizontal bracing at 1220mm o.c. for partitions over 2440mm high. :In partitions over 3m high, brace above doors across two full stud faces at each side of openings. :Co-ordinate work to incorporate horizontal service lines. Where holes are too small for services, notch studs, splice notched flanges with pieces 300mm longer than notches, each fastened with two screws. :Install door frames supplied by Section 081000 with frame clips welded or screwed to studs, and floor clips nailed or bolted to floor. : Secure to prevent movement of frames within partition framing. : Provide slip joints at junctions of studs and ceiling runners that are secured to floor framing or structure above, to allow for deflection of structure. : Extend partitions c/w gypsum board to structure above where indicated on drawings, and allow 25mm deflection space. Provide lateral support on both sides top runner. .8 WALLBOARD :Install wallboard into reveals, fitments and similar applied products of a fixed nature. :Apply wallboard with long dimension parallel to studs. :Back all joints with a framing member. Locate edge joints at opposite sides of partitions on different studs and at least 300mm from opening jambs. :Form end joints neatly, cut paper with knife and smooth edges by sanding and rubbing together. Stagger end joints where they are unavoidable. :Do not install wallboard in lengths of less than 1800mm except where the total dimension of a run is less. :Install wallboard for partitions in full length panels. :Secure wallboard to metal furring by screws. :Tape and cement tapered joints between boards. At end of joints double width of coating, and camber finish of cement to a maximum of 0.8mm. :Fill screw holes with a two coat application of filler. :At internal corners fill gaps between boards with joint filler, apply creased tape in joint filler applied 50mm along each adjoining surface, imbed tape in a cover coat extending 87.7mm along each adjoining surface, apply skim coat 127mm along one surface and allow to dry, and then follow with skim coat treatment on other surface. :At external corners secure corner beads with fastenings 150mm o.c. on alternate flanges, and cement in flanges as specified for tapered joints. :Install casing beads secured with fastenings at 300 mmo.c. and cement in flanges as specified for tapered joints. Locate casing beads at: edges of wallboard where exposed to view, and abutting other materials with no trim to conceal junction at perimeter of ceiling surfaces, at tops of partitions stopping at continuous ceilings, and where otherwise shown on drawings. .9 Fire Separations at existing demising walls: To be constructed using ULC design W580-2hr rated system and extend from concrete floor to underside of steel deck allowing for 25mm deflection space. Fill 25mm space with approved fire stop material to satisfaction of local Building Dept. .10 Bulkheads: Install bulkheads as indicated on Drawings providing required supports and lateral bracing.

END OF SECTION 092500: GYPSUM DRYWALL

ACOUSTIC TREATMENT CONT. SECTION 095000

.3 Hager Anchor Devices: Phillips Red Head by Phillips Drill Co. of Canada Ltd., Thornhill, Ontario. TW-1614 sleeve anchors, screw type, for use in concrete deck. .4 Ceiling Grid: Exposed tee, as per room finish schedule, lay-in system; zinc coated steel, grid colour as per schedule, baked enamel finish. Fire rated. : Main Tees: 23.8mm wide exposed tee; 38mm deep, bulb top, with splices, and punched for cross tees and hangers. : Cross Tees: 23.8mm wide exposed tee; 38mm or 25.5mm deep to suit span. Bulb top with exposed flange coped to fit main tees, punched for hangers and also supplementary cross tees if required. :Wall Moldings; edge trim; as fabricated by grid manufacturer for system, and to match grid in quality and finish. .5 Gypsum Board Panels lay in 610mm x 1220mm, 15.9mm fire rated, prefinished with off-white vinyl coating.

095000.3 EXECUTION

.1 Examine work before commencing installation to ensure that services have been installed, and inspected and approved by jurisdictional authorities: : Constructions integrated with ceilings have been installed in accordance with requirements of specifications; : Fastenings and supports installed by others are in place; : Work of others will not touch back of ceiling system. .2 Provide for integration, support and installation of flush mounted and recessed components included in work of other sections only after consultation and verification with them of their requirements. .3 Do not use through-the-roof hangers. .4 Do not install exposed framing members that are bent or dented, acoustic units with broken or marred edges, or any exposed components that are stained, soiled, marred or defaced in any manner. .5 Do not support ceilings, nor make attachments to ducts, pipes, conduit or support framing of equipment or services. .6 Frame openings on every side, providing clearances for other work only after verification of requirements in each case. .7 Erect ceiling system to support itself and incorporated services with a maximum allowable deflection of 1/360 in the span of each member, and free from horizontal movement. .8 Hangers: space at a maximum of 1200mm o.c. at no greater distance than 150mm from ends of supporting members of framing, and not more than 5 degrees off vertical. .9 Grid System : Install in accordance with manufacturer's recommendations. : Lay out work with even spacing in each area, symmetrical about columns and service elements, with maximum border widths, or as indicated on drawings. : Install wall moldings at junctions of ceilings and vertical surfaces. : Maintain true lines in grid elements. : Fit intersecting grid elements with tightly butted joints in same plane. : Refer to Electrical drawings for Reflected Ceiling Plan. : Refer to Electrical and mechanical drawings for diffusers and return air locations. .10 Acoustical Units : Install in accordance with manufacturer's recommendations. : Install filler strips in kerfs that are not engaged by grid members. .11 3mm white acrylic panels supplied and installed in white T-bar grid. .12 Replace damaged, marred and uncleanable components. .13 Fire rated system to be installed if required. .14 Fissure grain to run in one direction. .15 Provide caulking at ceiling/wall joints.

END OF SECTION 095000: ACOUSTIC TREATMENT

CERAMIC TILE SECTION 093000

093000.1 GENERAL

.1 Interior Wall and Floor Finishes. Acceptable standards and methods specified in NBC and Provincial Codes are not repeated here. .2 Proceed with tile work only when base surfaces, materials and air temperatures have been maintained between 10 and 21 deg. C for 72 hours preceding installation, and will be so maintained during installation and until setting materials have cured. .3 Barricade tiled areas and otherwise protect newly installed tile for at least 48 hrs after laying.

093000.2 PRODUCTS

.1 Setting Materials : Dry (thin) Set Mortar: ANSI Standard A118.1. : Adhesive/Bedding: Wall Tile: Organic, water-resistant, to meet specified requirements or CGSB 71-GP-22. : Primer: as recommended by manufacturer of dry set mortar or adhesive. .2 Floor Tile CGSB 75-GP-1, Type IV - refer to drawings : See drawings for materials, colour and approved suppliers. .3 Grout : Proprietary mix compatible with bedding and as recommended by tile and bedding supplier. : NOTE Polymer Modified Floor and Wall Grout to be used. : See drawings for materials, colour and approved suppliers. : Ensure compliance with South Coast Air Quality Management District (SCAQMD) Rule #1168. .4 Cleaners : To conform to #1000 Series of Terrazzo, Tile and Marble Association of Canada. .5 CONFIRM ALL COLOURS, TILES AND GROUT MATERIALS WITH McDonald's Restaurants of Canada. BEFORE ORDERING MATERIALS.

093000.3 EXECUTION

.1 Examine tile substrates before commencing work to ensure that they are satisfactory. Defective work resulting from installation on unsatisfactory surfaces will be considered the responsibility of those performing the work of this section. .2 Perform tile work in accordance with specifications of the Terrazzo, Tile and Marble Association of Canada as published in their Installation Manual 200-1979 Ceramic Tile, latest edition. This is referred to as the TTMAC in the specification. .3 Prime entire substrate surface at dry set mortar and adhesive applications in accordance with bedding manufacturer's recommendations. .4 Lay out tile work with fields centred on areas, with no tiles of less than half size. Lay with wall joints plumb and level, and with floor jambs parallel with wall and at right angles to each other unless indicated on drawings. Maintain height of wall panels in full courses to indicated dimension. .5 Set as much tile as possible in one operation before bedding sets initially. Clean back and remove bedding when it has set before tile is laid. .6 Leave or cut openings or correct sizes for installation of accessories and fittings. .7 Cut and grind tile where required to fit. Rub cut edges smooth with abrasive stone. .8 Joints: At porcelain tile: 6mm. At glazed ceramic tile: 3mm. .9 Quarry tile floor installation: thin set method TTMAC, Detail No. 200-18. .10 Glazed Ceramic Tile Installation: thin set method TTMAC, Detail 200-5A. .11 Tile wall in kitchen behind all equipment indicated. (Note: equipment, sinks, dishwasher etc. is installed after tile). .12 Caulk joints between tile and plumbing fixtures with silicone sealant to meet specified requirements of Section 15. .13 Replace defective, damaged, loose and unbonded tiles, and point defective joints. .14 Wash glazed tile, slate and marble with water and detergent, and unglazed surfaces with tile cleaner. Do not use muriatic acid for cleaning, unless other methods fail, and only in a 5% solution followed by a drenching rinse of water. .15 Pack out behind tile as required so finish surfaces are flush.

END OF SECTION 093000: CERAMIC TILE

GYPSUM WALLBOARD SECTION 092500

092500.1 GENERAL

.1 Refer to Provincial Codes and NBC. Section 9.25, Sheet Metal Stud Wall Framing. Section 9.30, Interior Wall and Ceiling Finishes. Acceptable standards and methods specified in codes are not repeated here. .2 Install: Frames supplied by Section 081000 and access panels supplied by Division 23. .3 Tolerances: Install work within 3.2mm of dimensioned locations, and flat within 3.2mm maximum in 3m and 1.6mm maximum in any running 300mm. .4 Store packaged wallboard flat protected from moisture and with edges protected from damage, and metal accessories protected from bending and denting. .5 Proceed with work only in areas closed and protected against weather, completely dried out and with no further installation of damp construction contemplated, and maintained above 10 deg. C during installation and until materials have cured.

092500.2 PRODUCTS

.1 Gypsum Board: Use only 100% recycled gypsum wallboard.

.2 Gypsum Standard Board: CSA A82.27M, 12.5mm unless noted otherwise. .3 Gypsum Moisture Resistant: CSA A82.27M. .4 Gypsum Fire Rated: Type X. Refer to drawings for thickness. .5 Corner Beads: 0.55 mm steel, galvanized. .6 Casing Beads: 0.55 mm steel, galvanized. .7 Screws: self-drilling, self-tapping, case-hardened, Phillips head drywall screws with corrosion resistant finish:#6 x 25.5mm for one thickness of board and #7 x 41.5mm for double thickness. .8 Furring Channels: 0.55mm cold rolled steel, galvanized, nominal size of 19mm deep with 32mm face, hat type, with knurled face. .9 Steel Studs: 0.55mm steel, galvanized, with knurled flanges 32mm wide and access holes, width 92mm or 152mm to suit dimensions. .10 Partition-Runners: 0.55mm steel, galvanized with 22mm flanges. .11 Bracing Channels:1.2mm, 38mm x 19mm cold rolled steel, galvanized.

092500.3 EXECUTION

.1 Examine work before commencing installation to ensure that services have been installed, inspected, and approved by jurisdictional authorities, that conduits, pipes, cables, and outlets are plugged, capped or covered; that fasteners and supports installed by others are in place; and that work of others will not touch back of wallboard.

AUTOMATIC DOOR OPERATORS SECTION 087113

087113.1 GENERAL

.1 Comply with General Requirements, NBC Provincial and Local Codes. .2 Scope of work: Provide labour, materials and other services to complete the fabrication and installation of the automatic door operator, including all materials and components required for the operation of the unit. .3 Co-ordinate work of this Division with Electrical and AluminumDoor & Window Division. .4 Refer to Architectural and Electrical drawings for location of units and further specification. .5 Warranty: Provide 1-year warranty from the date of substantial completion to cover defects in material and workmanship.

087113.2 PRODUCTS

.1 Horton Automatic Series 7100 Easy Access surface mounted operator, complete with all active jamb switched, 38mm x 114mm model PBJL by Bea, on each side of door marked with the international handicap insignia. .2 Operator shall be shock mounted and concealed in an extruded aluminum case colour to match doorframe.

087113.3 EXECUTION

.1 Operators to be installed by experienced technicians specilized in this type of work and approved by the Manufacturer. .2 Install in accordance with the Manufacturer's installation instructions. .3 Electrical: Electrical sub-contractor to install all wiring to operator on a separate circuit breaker into the door header. .4 Cleaning, Adjustment and Protection: Clean product surfaces and lubricate operating equipment for optimum condition and safety. Adjust operator and controls for optimum condition and safety. Advise Contractor of precautions required through the remainder of the construction period, to ensure that doors will be without damage or deterioration at the time of acceptance. .5 Electrical sub-contractor to install low voltage wiring to push buttons from the operator.

END OF SECTION 087113: AUTOMATIC DOOR OPERATORS

PAINTING SECTION 099000

099000.1 GENERAL

.1 Work to include, but not restricted to, painting the following: Interior drywall, partitions and ceilings, hollow metal doors and frames, block walls interior and exterior lintels, miscellaneous metal. Ceiling speakers to match acoustic ceiling tile colour.

099000.2 PRODUCTS

.1 Manufacturer's approved for supply materials are Benjamin Moore. .2 CGSB Specification references shall establish generic material types and minimum, acceptable qualities. Refer to FINISHING SCHEDULE ON THE DRAWINGS.

099000.3 EXECUTION

.1 Examine surfaces before commencing painting. Defective work resulting from application to unsatisfactory surfaces or under unsatisfactory conditions will be considered the responsibility of those performing the work of this section. .2 Clean and prepare all surfaces as recommended by the manufacturer. .3 Delay finishing of wood as long as possible to ensure maximum shrinkage has occurred. .4 Sand surfaces lightly between coats and remove dust. .5 Apply paint by brush or roller and thin paint only as recommended by the manufacturer. .6 All cracks, scratches, dents, abrasions and other surface flaws shall be filled with joint compound and sanded smooth and flush with surrounding surfaces.

099000.4 FINISHING SCHEDULE

.1 Colour and Gloss: For finishes as indicated on the Room Finish Schedule. .2 Interior Drywall: : One coat latex sealer. Benjamin Moore Fresh Start Acrylic Superior Sealer : Two coat latex paint Benjamin Moore collection K550 Regal Select - Pearl Finish or K508 Ceiling Paint .3 Interior Wood: : One coat latex wood primer. Benjamin Moore Fresh Start Acrylic Superior Sealer : Two coat latex paint Benjamin Moore collection K550 Regal Select - Pearl Finish. .4 Interior Metal: : Two coat interior latex Benjamin Moore collection KP29 Semi Gloss Finish. .5 Exterior Metal: : Two coats alkyd Benjamin Moore collection KP29 Semi Gloss Finish. .6 Exterior Galvanized Steel: : Pretreatment for galvanized metal Benjamin Moore KP83 Super Spec Oil & Grease Emulsifier. : Two coats Alkyd Benjamin Moore collection KP29 Semi Gloss Finish. .7 Finish all surfaces that are listed in this schedule and are exposed to view, unless specific reference is made to finishing otherwise. .8 All doors and frames: Refer to drawings for colours. .9 Ceiling mounted speaker: Paint to match ceiling. .10 Provide proof of purchase of all materials to McDonald's Restaurants of Canada Construction Project Manager.

END OF SECTION 099000: PAINTING

FIBREGLASS REINFORCED PLASTIC PANELS SECTION 095450

095450.1 GENERAL

.1 Related Work: Gypsum board Section 092500. .2 Handle with care to prevent damage of any sort. Scratched, damaged panels will not be accepted in the finished work. Replace all defective panels at no additional cost to the Owner.

095450.2 PRODUCTS

.1 Panels: Refer to drawings. .2 Moldings: Manufacturer's standard types for conditions intended for use. .3 Adhesive: As recommended by manufacturer with 100% coverage. .4 Sealant: As recommended by manufacturer. .5 VOC Limits: Ensure all adhesives & sealers comply with South Coast Air Quality Management District (SCAQMD) Rule #1168.

095450.3 EXECUTION

.1 Back of panels shall be free of any foreign material or contaminants. .2 Surface shall be flat and true. Use a fast-setting underlayment to correct any surface irregularities. The surface to be covered shall be free of dirt, dust, grease, loose scaling paint, or other contaminants. .3 Install in complete accord with the manufacturer's printed instructions. .4 Install panels in a balanced and symmetrical manner such that if a panel is required to be cut to suit the length of a wall, two (2) panels will be cut to an equal dimension and installed at both ends of the length of wall. Use full panels at all locations possible. Re-use of previously cut panels in areas large enough to accommodate full panels is not acceptable. .5 Upon completion of Work in this section, remove related debris from the premises. .6 Panels to be fixed with adhesive only, No rivets. .7 Provide caulking at top of base tile & ceiling/wall joints.

END OF SECTION 095450: FIBREGLASS REINFORCED PLASTIC PANELS

MISCELLANEOUS METALS SECTION 055000

055000.1 GENERAL

.1 Supply: Anchors, bolts, inserts and pipe sleeves by Section 033000 and Section 042100. .2 Undertake welding only by welders fully approved to the following codes as applicable: CSA W47.2, Aluminum Welding Qualification Code. CSA W55.5, Resistance Welding Qualification Code for Fabricators of Structural Steel Members Used in Buildings.

055000.2 PRODUCTS

.1 Materials generally: New, free of rust, waves, buckles, or other defects which are visible or that may impair structural adequacy. .2 Steel: CSA G40.21 Grade 44W for rolled sections, bars and plates; and Grade 50W, Class H, for hollow sections. .3 Anchors: Where exposed, of metal to match metal anchored, except that stainless steel may be additionally used at aluminum: where not exposed as for above or galvanized steel. .4 Bituminous Paint: Alkali resisting, CGSB Spec. 1-GP-108. .5 Prime Paint for Steel: CGSB Specifications 1-GP-40 for oil alkyd primer and 1-GP-132 for zinc chromate primer as applicable for specified finish treatments. .6 Zinc Rich Paint: CGSB 1-GP-181. .7 Fabricate to ensure that work will remain free of warping, buckling, opening of joints and seams, distortion and permanent deformation. .8 Fit Joints, corners, copes and mitres tightly, smoothly and in true planes, and with concealed fastenings, unless this is impossible by detail. Provide for differential movements within assemblies and at junctions between this and other work. .9 Weld connections where possible; bolt where not possible; cut off bolts flush with nuts; countersink bolt heads and provide means to prevent loosening of nuts. Make welded joints tight and flush ground smooth where exposed to view; and continuous to prevent entry of water into building or into component voids where free drainage is not provided. .10 Finish surfaces and edges smoothly, including holes. Fill joints and depressions with metal paste filler or welds, and grind smooth. .11 Support work with level bearings. Machine grind bearing surface at loose components. .12 Priming of Steel: one coat of prime paint on surfaces unless otherwise specified and except where field welded, galvanized or imbedded in concrete. Remove from surfaces loose scale, rust, dirt, weld flux and other foreign materials, and grind sharp projections smooth before priming. Work paint into all crevices and finish smoothly. Give surfaces inaccessible to finish painting two coats of prime paint. .13 Specified Miscellaneous Metal Items: List of items that follows is not intended to detail all parts of this work. Refer to drawings to determine items for particular job: Roof top ladder. Column Brackets. Steel Lintels.

055000.3 EXECUTION

.1 Examine conditions at site to ensure work is fabricated to fit surrounding construction, and around obstructions and projections in place or as indicated on drawings or both. .2 Attach work with non-corrosive bolts or screws: at masonry into lead shields: at wood by countersunk wood screws. .3 Install work plumb, true, square, level and fitted tightly and accurately to adjacent work. .4 Insulate between dissimilar metals, or between metal and masonry or concrete with bituminous paint to prevent electrolysis. .5 Clean and refinish to remove soil and to repair prime painted and galvanized surfaces with zinc rich paint. Remove damaged, dented, defaced or tool marked components and replace with new.

END OF SECTION 055000: MISCELLANEOUS METALS

ACOUSTIC TREATMENT SECTION 095000

095000.1 GENERAL

.1 Tolerances: Install ceilings within 3.2mm of dimensional height above floor, unless otherwise approved by McDonald's Restaurants of Canada, andlevel within 3.2mm maximum tolerances in 3m. .2 Extra Stock: Provide an additional 5% of the quantity of each acoustic board installed, in sealed and labelled cartons, for Owner's use and delivered as directed. .3 Proceed with work only in areas closed and protected against weather, completely dried out with no further installation of damp construction contemplated, and maintained above 10 deg. C during and following installation. .4 CONFIRM GRID AND MATERIALS WITH McDonald's Restaurants of Canada BEFORE ORDERING MATERIALS.

095000.2 PRODUCTS

.1 Accessories: clips, splicers, connectors, screws and other standard accessories, steel zinc coated or cadmium plated, of strength and design compatible with specified grid system and including all parts to provide a completely rated assembly. .2 Hangers: Galvanized annealed steel wire: 2.5mm for support of a maximum weight of 73 kg hanger; 3.7mm for 140 kg hanger; 4.8mm dia. galvanized annealed steel rod to support a maximum weight of 225 kg hanger.

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

SEPIDEH ABAII

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N/A

SPECIFICATIONS

A8.1

SEPIDEH ABAII

SEPIDEH ABAII

CRISTINA FLORES

VICWEST MERCURY METAL PANEL

PAINTS - VARIOUS SUBSTRATESALL EXTERIOR PAINT FINISHES TO BE DULUX PAINT / NO SUBSTITUTES;CONTRACTOR TO ORDER DIRECTLY FROM ICI USING MCD# COLOR NUMBERSAPPROVED BY MCDCA AND ON FILE WITH APPROVED DISTRIBUTORS OFDULUX PAINT PRODUCTS;

WALLS - FOR PREVIOUSLY PAINTED MASONRY ONLY:

COLOUR: AS PER McDONALD'S APPROVED MCD COLOUR LIST, ICI PAINTS.

SURFACE PREP: CONCRETE MASONRY UNITS MUST BE CREAN DRY AND DULLBEFORE PAINTING. GLAZED BRICK MUST BE ETCHED. THIS IS BESTACCOMPLISHED BY PRESSURE WASHING WITH SAND INJECTION. ALL OTHERSURFACES SHALL BE CLEAN, DULL AND DRY.

FIRST COAT: DULUX WEATHERGUARD EXTERIOR ACRYLIC PRIMER #1535 (FOR CONCRETE AND DENSE MASONRY) OR ICI X-PERTINTERIOR/EXTERIOR ACRYLIC BLOCKFILLER #36250 (FOR POROUS MASONRYBARE CONCRETE BLOCK)

SECOND COAT: DULUX WEATHERGUARD MAXIMUM EXTERIOR ACRYLIC SATIN #1580

NOTE: A FULL COAT OF PRIMER IS REQUIRED ON BARE SUBSTRATES ONLY. IFSURFACE HAS PREVIOUSLY BEEN PAINTED, IT IS ONLY NECESSARY TO SPOTPRIME THE BARE AREAS.

ROOF: PRE-FINISHED METAL PANELS (INCLUDES ALUCOBOND, KYNAR, PANEL15, RIBBED PANEL FASCIA, AWNINGS, METAL MANSARD, ALUMINUM SIDING,BRUSHED ALUMINUM)

COLOUR: AS PER McDONALD'S APPROVED MCD COLOUR LIST, DULUX PAINT.

SURFACE PREP: REMOVE EXISTING DECALS, LETTERING, AND GLUE RESIDUE,GRIND IF NECESSARY. IF PANELS HAVE NOT BEEN PREVIOUSLY REPAINTEDTHEY MUST BE ETCHED BEFORE REPAINTING. PRESSURE WASH WITH SANDINJECTION. IF PRESSURE WASHING IS NOT PRACTICAL, WASH WITH ANABRASIVE POWDER SUCH AS BAR KEEPERS FRIEND, RINSE WITH WATER, ANDALLOW TO DRY.

FIRST COAT: DEVRAN 201 UNIVERSAL EPOXY PRIMER DC201K0205

SECOND COAT: DEVTHANE 379UVA DC9000 ALIPHATIC URETHANE GLOSSENAMEL

THIRD COAT: DEVTHANE 379UVA DC9000 ALIPHATIC URETHANE GLOSS ENAMEL

METAL RAILINGS: ALUMINUM OR STEEL (INCLUDES GALVANIZED ANDPREFINISHED)

COLOUR: AS PER McDONALD'S APPROVED MCD COLOUR LIST, DULUX PAINT.

SURFACE PREP: HAND TOOL CLEAN (WIRE BRUCH, SANDING OR GRINDER) TOREMOVE VISIBLE CORROSION. WIPE SURFACES WITH A CLEANER/ DEGREASEROR SOLVENT WIPE. SAND ALL GLOSSY SURFACES TO DULL APPEARANCE. WIPESURFACES WITH CLEANER/ DEGREASER OR SOLVENT WIPE, SPOT PRIME ANYBARE AREAS.

FIRST COAT: DEVGUARD 4120 ALL PURPOSE METAL PRIMER

SECOND COAT: DULUX WEATHERGUARD EXTERIOR ALKYDSEMI-GLOSS #1660 SERIES.

THIRD COAT: DULUX WEATHERGUARD EXTERIOR ALKYD SEMI-GLOSS #1660 SERIES.

METAL: WINDOW AND GLASS DOOR FRAMES - ANODIZED ALUMINUM ORPREFINISHED

COLOUR: AS PER McDONALD'S APPROVED MCD COLOUR LIST, DULUX PAINTS.

SURFACE PREP: REMOVE EXISTING DECALS, LETTERING AND GLUE RESIDUE.WIPE SURFACES WITH CLEANER/ DEGREASER OR SOLVENT WIPE.

FIRST COAT: DEVRAN 205 UNIVERSAL EPOXY PRIMER DC205K0205

SECOND COAT: DULUX WEATHERGUARD EXTERIOR ALKYD SEMI-GLOSS #1660 SERIES.

THIRD COAT: DULUX WEATHERGUARD EXTERIOR ALKYD SEMI-GLOSS #1660 SERIES.

OTHER SUBSTRATES: (GLAZED TILE, GLAZED BLOCK, GLAZED BRICK, PLASTIC,ETC.)

COLOUR: AS PER McDONALD'S APPROVED MCD COLOUR LIST, DULUX PAINTS.

FIRST COAT: CONTACT YOUR LOCAL ICI PAINTS STORE MANAGER FOR ARECOMMENDATION, A SAMPLE MAY NEED TO BE APPLIED TO TEST ADHESION.

NOTE: ALL APPLICATION PROCEDURES BASED ON SURFACE TEMPERATUREAND WEATHER TO BE ADHERED TO. PRODUCT INFORMATION CAN BE FOUND ONATTACHED PRODUCT INFORMATION SHEETS. FOR FURTHER INFORMATIONPLEASE CONTACT YOUR NEAREST ICI PAINT STORE FOR RECOMMENDATIONSPRIOR TO APPLICATIONS.

MASONRY / STUCCO STAININGALL MASONRY STAIN TO BE NAWKAW NECT-90 EMULSION COLOUR TREATMENT.

PART 1 - GENERAL REQUIREMENTS

01. REQUIREMENTS INCLUDEDA. THIS SECTION COVERS THE PREPARATION, MATERIALS SERVICES ANDEQUIPMENT REQUIRED IN CONJUNCTION WITH THE APPLICATION OF AMASONRY STAIN ON ABOVE GRADE, VERTICAL, EXTERIOR EXPOSED SURFACESOF NEW AND EXISTING BRICK MASONRY.

02. SUBMITTALSA. SUBMIT UNDER PROVISIONS - SUBMITTALSB. PRODUCT SPECIFICATION DATA: SUBMIT MANUFACTURERS TECHNICALLITERATURE, SPECIFICATIONS AND APPLICATION INSTRUCTIONS FOR THESPECIFIED CONCRETE AND MASONRY STAIN MATERIAL FOR ARCHITECTSAPPROVAL.C. APPLICATOR QUALIFICATIONS: SUBMIT CERTIFICATION-STSTING APPLICATORHAS A MINIMUM OF THREE (3) YEARS EXPERIENCE USING THE SPECIFIEDPRODUCT. PROVIDE A LIST OF SEVERAL MOST RECENTLY COMPLETEDPROJECTS WHERE SPECIFIED MATERIAL WAS USED. INCLUDE THE PROJECTNAME, LOCATION, ARCHITECT AND METHOD OF APPLICATION.D. ENVIRONMENTAL REGULATIONS: SUBMIT CERTIFICATION STATING THEMASONRY STAIN MATERIAL TO BE APPLIED IS IN COMPLIANCE WITH FEDERAL,PROVINCIAL AND LOCAL ENVIRONMENTAL VOLATILE ORGANIC COMPOUNDS(VOC) REGULATIONS.

03. QUALITY ASSURANCEA. MANUFACTURER: A FIRM NO LESS THAN TEN-(10) YEAR'S EXPERIENCE INMANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION.B. APPLICATOR QUALIFICATION: A FIRM NO LESS THAN THREE (3) YEARSEXPERIENCE IN THE APPLICATION OF THE PRODUCTS SPECIFIED IN THISSECTION. IN ADDITION, APPLICATOR MUST STATE THE INTENDED USE OF THEPROPER APPLICATION EQUIPMENT AND THAT IT HAS BEEN WELL MAINTAINED.C. MOCK-UP:1. APPLY MASONRY STAIN PER MANUFACTURER'S APPLICATION INSTRUCTIONSAS DIRECTED BY THE ARCHITECT TO SUBSTRATE MATERIAL ON THE BUILDING.2. AFTER SAMPLE TREATMENT HAS CURED IN ACCORDANCE WITHMANUFACTURERS RECOMMENDATIONS, VERIFY THE SUBSTRATE IS COATEDWITH SUFFICIENT STAIN MATERIAL TO PRODUCE THE DESIRED APPEARANCEAND COLOUR.3. OBTAIN ARCHITECT AND/ OR PROJECT OWNER APPROVAL OF COVERAGEAPPEARANCE AND COLOUR PRIOR TO FULL-SCALE APPLICATION. THIS MOCK-UPWILL BECOME THE STANDARD OF QUALITY.

04. PRODUCT DELIVERYA. MATERIAL DELIVERY: DELIVER MATERIALS TO THE JOB SITE IN ORIGINAL ANDSEALED CONTAINERS, CLEARLY MARKED WITH MANUFACTURERS NAME, BRANDNAME AND TYPE MATERIAL AND COLOUR OR COLOUR FORMULA. VERIFY THEPRODUCT MATCHES THAT OF THE ORIGINAL SAMPLE APPLIED ON THE MOCK-UPWALL.B. STORAGE AND PROTECTION: STORE MATERIALS INSIDE IF POSSIBLE, AWAYFROM SPARKS OR OPEN FLAME. STORE IN A SECURE AREA TO AVOIDTEMPERING AND CONTAMINATION. WATER BASED MATERIALS MUST BE KEPTFROM FREEZING. STORE AND HANDLE ACCORDING TO MANUFACTURERSWRITTEN INSTRUCTIONS.

05. PROJECT CONDITIONSA. SURFACE PREPARATION. SURFACE MUST BE FREE OF CRACKS, DIRT, OILS,PAINT OR OTHER CONTAMINATIONS WHICH MAY EFFECT THE APPEARANCE ORPERFORMANCE OF THE MASONRY STAIN MATERIAL. SUBSTRATE PREVIOUSLYCHEMICAL/ACID WASHED MUST BE NEUTRALIZED.B. ENVIRONMENTAL REQUIREMENTS:1. AIR AND SUBSTRATE TEMPERATURE MUST BE ABOVE 25 DEG. F. OR BELOW110 DEG. F. UNLESS OTHERWISE SPECIFIED BY THE MANUFACTURER.2. DO NOT PROCEED WITH APPLICATION IF THE SUBSTRATE IS WET ORCONTAINS FROZEN WATER OR IF RAIN IS LIKELY WITHIN 4 HOURS.C. PROTECTIONS:1. DO NOT PERMIT MIST (IF SPRAYING) OR LIQUID TO DRIFT ONTOSURROUNDING PROPERTIES.

06. SCHEDULINGA. SCHEDULE APPLICATION OF MASONRY STAIN WITH PROJECT MANAGER.

07. WARRANTYA. THE CONTRACTOR AND APPLICATOR SHALL JOINTLY AND SEVERALLYWARRANT MASONRY STAIN MATERIAL AGAINST FAILURE IN MATERIAL ANDWORKMANSHIP FOR A PERIOD OF 25 YEARS FROM THE DATE OF APPLICATION.

PART-2 - PRODUCTS

01. MANUFACTURERA. NAWKAW CORPORATION - NECT-90 NAWKAW EMULSION COLOUR TREATMENTOR EQUIVALENT.

02. MATERIALSA. GENERAL: NECT-90 NAWKAK EMULSION COLOUR TREATMENT IS A HYDROUS,MULTIPLE POLYMER FORMULATION OF RESIN SOLIDS, COLOUR PIGMENTSWHICH IS LIGHT FAST, UV RESISTANT, PENETRATING, ASPIRATORY, QUICKDRYING, MOLD, FUNGUS AND MILDEW RESISTANT.B. VERIFY THAT ALL SURFACES ARE STRUCTURALLY SOUND, CLEAN, DRY,FULLY CURED FOR AT LEAST 21 DAYS AND FREE FROM DUST, OR FROMRELEASE AGENT, OIL GREASE, EFFLORESCENCE, SCALE OR OTHER FOREIGNMATERIAL WHICH MAY INHIBIT THE BOND OF EMULSION TO THE MASONRY.NEUTRALIZE THE pH LEVEL OF THE MASONRY. VERIFY THAT ALL MASONRYTHAT IS CRACKED OR DAMAGED HAS BEEN REPLACED PRIOR TO APPLICATIONOF EMULSION. SHALL ENSURE THAT STAINED SURFACES ARE NOT EXPOSEDTO RAIN FOR AT LEAST 24 HOURS. ALL MANUFACTURERS' RECOMMENDATIONSAND PROCEDURES SHALL BE STRICTLY ADHERED TO.C. CUSTOM BLEND EMULSION TO MATCH MASONRY ON REMAINDER OFEXISTING BUILDING AS RECOMMENDED BY THE MANUFACTURER, UTILIZINGNAWKAW EMULSION COLOUR TREATMENT (NECT-90) AS MANUFACTURED BYNAWKAW CORPORATION (1-095-542-7893) OR APPROVED EQUAL.D. AFTER CONTRACTOR IS SATISFIED WITH COLOUR MATCH, A SAMPLE PANEL ISTO BE PRODUCED FOR REVIEW AND APPROVAL BY ARCHITECTS PRIOR TOCOMPLETION OF WORK.E. WHEN A SPRAY APPLICATION, MASK OFF ALL SURFACES NOT INTENDED TORECEIVE COLOURING, UTILIZING TAPE TO BE DETERMINED BY NAWKAWCORPORATION.F. HAND APPLY COLOURING TO EACH MASONRY UNIT TO ENSURE PRECISEAPPLICATION IN ORDER TO SCHIEVE A UNIFORM BLENDING OF COLOURING FORTHE ENTIRE WALL.G. CLEAN ALL SURFACES INADVERTENTLY AFFECTED BY COLOUR WITHCLEANING PRODUCT, WHICH WILL NOT DAMAGE OR DISCOLOUR THE SURFACE.

PART 3 - EXECUTION

01. EXAMINATIONA. VERIFY THE FOLLOWING:1. THE REQUIRED JOINT SEALANT HAVE BEEN INSTALLED2. NEW MASONRY AND MORTAR HAS CURED A MINIMUM OF 21 DAYS3. SURFACE TO BE TREATED IS CLEAN, DRY AND CONTAINS NO FROZEN WATER.4. ENVIRONMENTAL CONDITIONS ARE APPROPRIATE FOR APPLICATION.

02. PROTECTIONA. PROTECTION1. PROTECT SHRUBS, METAL, WOOD TRIM, GLASS, ASPHALT AND OTHERBUILDING HARDWARE DURING APPLICATION FROM OVERSPRAY.2. DO NOT PERMIT MIST (IF SPRAYING) OR LIQUID TO DRIFT ONTOSURROUNDING PROPERTIES OR PARKING LOTS.

03. FIELD QUALITY CONTROLA. AFTER MASONRY STAIN HAS CURED (MIN. 12 HOURS) VERIFY COLOURUNIFORMITY. RECOAT ANY AREA THAT IS UNNACCEPTABLE.

04. AT COMPLETION, REMOVE FROM THE JOBSITE, ALL EXCESS MATERIALS,DEBRIS, AND WASTE RESULTING FROM THIS WORK. DISPOSE OF CONTAINERSACCORDING TO PROVINCIAL AND LOCAL GOVERNMENT REGULATIONS.

VICWEST AD150/AD300 METAL PANELS

PART 1 - GENERAL1.1 DESCRIPTION.1 GENERAL REQUIREMENTS DIVISION 1, GENERAL REQUIREMENTS, IS PART

OF THIS SPECIFICATION AND SHALL APPLY AS IF REPEATED HERE.2 WORK FURNISHED AND INCLUDED:.1 SUPPORTING SUB-GIRTS..2 CLADDING PROFILE..3 ACCESSORIES INCLUDING ASSOCIATED FLASHINGS, CLOSURES, SEALANTS..3 RELATED WORK NOT INCLUDED:.1 STRUCTURAL FRAMING MEMBERS INCLUDING PURLINS, EAVE AND RIDGE

ELEMENTS, AND OTHER ELEMENTS REQUIRED TO SUPPORT THE CLADDINGSYSTEM.

.2 DOORS, LOUVERS, SASHES, VENTILATORS AS WELL AS THEIR SUPPORTINGFRAMING.

.3 CAULKING OF ELEMENTS IN 1.1.3.

.4 FLASHINGS ASSOCIATED WITH OTHER TRADES.

1.2 STANDARDS.1 DESIGN OF CLADDING SYSTEM IN ACCORDANCE TO THE LATEST EDITION OF:.1 CSA-S136 FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL

MEMBERS.2 CANADIAN SHEET STEEL BUILDING INSTITUTE STANDARDS 20M..3 NATIONAL BUILDING CODE OF CANADA

1.3 QUALITY ASSURANCE.1 MANUFACTURER OF WALL SYSTEM, AND INSTALLER SHALL DEMONSTRATE

AT LEAST FIVE YEARS EXPERIENCE IN PROJECTS SIMILAR IN SCOPE..2 THIS SECTION ESTABLISHES THE STANDARD OF QUALITY REQUIRED FOR

THE COMPLETE METAL WALL SYSTEM. PROPOSED SUBSTITUTIONS MUST MEET THIS STANDARD, AND WILL BE CONSIDERED AS FOLLOWS:

.1 A WRITTEN REQUEST FOR APPROVAL OF A SUBSTITUTION IS RECEIVED ATLEAST FIVE (5) DAYS PRIOR TO TENDER CLOSING.

.2 THE REQUEST INCLUDES A COMPLETE ITEM-BY-ITEM DESCRIPTION COMPARING THE PROPOSED SUBSTITUTION TO THE SPECIFIED SYSTEM, TOGETHER WITH MANUFACTURER'S LITERATURE, SAMPLES, TEST DATA, ENGINEERING STANDARDS AND PERFORMANCE EVALUATION INDICATING COMPARABLE STANDARDS TO THOSE SPECIFIED.

1.4 DESIGN REQUIREMENTS.1 DESIGN WALL SYSTEM TO RESIST.1 {WIND LOADS, POSITIVE AND NEGATIVE, EXPECTED IN THIS GEOGRAPHICAL

REGION NBCC CLIMATIC DATA, 50 YEAR PROBABILITY}.2 DEFLECTION OF THE WALL SYSTEM IS NOT TO EXCEED 1/180TH OF THE SPAN

FOR THE WIND LOAD BASED ON SERVICEABILITY LIMIT STATES..3 THERMAL MOVEMENTS: ALLOW FOR THERMAL MOVEMENTS FROM AMBIENT

AND SURFACE TEMPERATURE CHANGES BY PREVENTING BUCKLING, OVERSTRESSING OF COMPONENTS, FAILURE OF CONNECTIONS, AND OTHERDETRIMENTAL EFFECTS. BASE CALCULATIONS ON SURFACE TEMPERATURES OF MATERIALS DUE TO BOTH SOLAR HEAT GAIN AND NIGHTTIME SKY HEAT LOSS.

.1 TEMPERATURE CHANGE (RANGE): 20 DEG C, AMBIENT; 40 DEG C, MATERIALSURFACES

.4 DESIGN EXPANSION JOINTS TO ACCOMMODATE MOVEMENT IN CLADDING AND BETWEEN CLADDING AND STRUCTURE TO PREVENT PERMANENT DISTORTION OR DAMAGE TO THE CLADDING.

.5 DESIGN WALL SYSTEM TO MAINTAIN THE FOLLOWING ERECTION TOLERANCES:

.1 MAXIMUM VARIATION FROM PLANE OR LOCATION SHOWN ON SHOP DRAWINGS: 20 MM/10 M (3/4 INCH/30 FEET).

.2 MAXIMUM OFFSET FROM TRUE ALIGNMENT BETWEEN TWO ADJACENT MEMBERS ABUTTING END TO END IN LINE: 1 MM (0.04 INCHES).

1.5 SAMPLES.1 SUBMIT SAMPLES OF STANDARD COLOURED METAL CLADDING PROFILE FOR

REVIEW BY THE CONSULTANT, PRIOR TO FABRICATION.

1.6 SHOP DRAWINGS.1 SUBMIT SHOP DRAWINGS.1 INDICATE ARRANGEMENT OF CLADDING SYSTEM, INCLUDING DIMENSIONS,

LOCATION OF JOINTS, PROFILES OF INNER AND OUTER SKIN, TYPES AND LOCATIONS OF SUPPORTS, FASTENERS, FLASHING, CLOSURES AND ALL METAL COMPONENTS RELATED TO THE CLADDING INSTALLATION.

.2 DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER,ATTESTING TO THE ABILITY OF THE METAL PANELS ASSEMBLY TO WITHSTAND THE SPECIFIED LOADS.

1.7 MAINTENANCE DATA.1 PROVIDE MAINTENANCE DATA FOR CLEANING AND MAINTENANCE OF PANEL

FINISHES FOR MCDONALD'S PROJECT MANAGER.

1.8 PRODUCT DELIVERY, HANDLING AND STORAGE.1 STORE COMPONENTS AND MATERIALS IN ACCORDANCE WITH PANEL

MANUFACTURER'S RECOMMENDATIONS AND PROTECT FROM ELEMENTS..2 PROTECT PREFINISHED STEEL DURING FABRICATION, TRANSPORTATION,

SITE STORAGE AND ERECTION, IN ACCORDANCE WITH CSSBI STANDARDS.

1.9 GUARANTEE.1 FOR WORK IN THIS SECTION, WARRANTY BY INSTALLER AGAINST DEFECTS

OR DEFICIENCIES IN MATERIALS OR WORKMANSHIP SHALL BE FOR A PERIODOF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION.

1.10 WARRANTY.1 PROVIDE A MANUFACTURER'S WRITTEN WARRANTY: FURNISH PANEL

MANUFACTURER'S WRITTEN WARRANTY COVERING FAILURE OF FACTORY-APPLIEDEXTERIOR FINISH WITHIN THE WARRANTY PERIOD. WARRANTY PERIOD FORFINISH: 20 YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION. THEVALUES BELOW ARE BASED ON NORMAL ENVIRONMENTS AND EXCLUDE ANYAGGRESSIVE ATMOSPHERIC CONDITIONS.

.1 BARRIER SERIES (POLYVINYL CHLORIDE - PVC) WILL NOT CHANGE COLOURMORE THAN TEN (10.0) HUNTER ΔE UNITS AS DETERMINED BY ASTM METHODD-2244-02 AT ANY TIME FOR TWENTY (20) YEARS FROM DATE OF INSTALLATION (20.5 YRS FROM APPLICATION).

PART 2 - PRODUCTS

2.1 MATERIALS:.1 METAL WALL SYSTEM:.1 SUB-GIRTS: MINIMUM 1.21 MM (0.048”) THICK FORMED GALVANIZED STEEL,

ASTM A653M GRADE 230 WITH Z275 ZINC COATING. FULL DEPTH OF WALL SYSTEM, FACTORY NOTCHED AND FORMED TO MATCH LINER.

.2 STEEL CLADDING:1. PROFILE: AD150

.2 FABRICATED FROM Z275 GALVANIZED SHEET STEEL CONFORMING TO ASTMA653M GRADE 230 OR AZ150 GALVALUME, SHEET STEEL CONFORMING TO ASTM A792M GRADE 230. HAVING A NOMINAL CORE THICKNESS 1.22 MM (0.048“).

.5 FASTENERS: {STAINLESS STEEL} , WITH EXPOSED FASTENERS COLOUR MATCHED TO CLADDING.

2.2 PANEL FINISHES:.1 CLADDING COATING: PREPAINTED WITH WEATHERX PAINT FINISH BY

VICWEST

2.3 COLOUR.1 PREFINISHED CLADDING COLOUR TO BE QC 6072; WEATHERX COATING

THICKNESS SHALL BE 8 MILS ON EXTERIOR EXPOSED SURFACE OF THE FINISHED PROFILE AND 4 MILS ON THE REVERSE. SELECTED FROM THE MANUFACTURER'S STANDARD COLOUR RANGE.

.2 SPECIFIER NOTE: COLOUR SELECTION CAN AFFECT COST AND DELIVERY LARGELY DUE TO SUPPLIER STOCK PATTERNS.

2.4 ACCESSORIES.1 FLASHING: MATERIAL TO MATCH CLADDING IN EXPOSED LOCATIONS,

GALVANIZED MATERIAL IN CONCEALED LOCATIONS. CUSTOM FABRICATEDTO SUIT ARCHITECTURAL DETAILS, AS REQUIRED. USE PREFORMED CORNER PIECES ONLY. DOUBLE BACK EXPOSED EDGES.

.2 CLOSURES: METAL CLOSURES TO SUIT PROFILES SELECTED, TO MANUFACTURER'S RECOMMENDATIONS.

.3 SEALANTS:.1 CONCEALED: TAPE OR COMPOUND, NON-SKINNING, NON-DRYING, BUTYL

RUBBER..2 EXPOSED: {ACRYLIC CO-POLYMER TO CGSB 19GP-5M} {ONE PART SILICONE

TO CGSB CAN2-19.13}

2.5 FABRICATION.1 FABRICATE ROOF COMPONENTS TO COMPLY WITH DIMENSIONS, PROFILES,

GAUGES AND DETAILS AS SHOWN ON THE SHOP DRAWINGS, INCLUDING FASCIA AND SOFFIT PANELS AND ALL COMPANION FLASHING.

.2 FABRICATE ALL COMPONENTS OF THE SYSTEM IN THE FACTORY, READY FOR FIELD INSTALLATION.

.3 PROVIDE METAL LINER AND CLADDING AND ALL ACCESSORIES IN LONGESTPRACTICABLE LENGTH TO MINIMIZE FIELD LAPPING OF JOINTS.

PART 3 -- EXECUTION

3.1 EXAMINATION.1 EXAMINE WORK OF OTHER SECTIONS UPON WHICH WORK OF THIS SECTION

DEPENDS..2 REPORT ALL DISCREPANCIES TO CONSULTANT BEFORE BEGINNING WORK

ON THE ROOF SYSTEM.

3.2 INSTALLATION.1 SUB-GIRT FRAMING SYSTEM:.1 INSTALL SUB-GIRTS. FRAME ALL OPENINGS IN THE CLADDING..2 FLASHING:.1 INSTALL STARTER FLASHING, DRIP AND OTHER FLASHING, AND CORNERS,

EDGINGS, WINDOW AND DOOR FLASHING AS SHOWN ON THE DRAWINGS..3 EXTERIOR CLADDING:.1 INSTALL EXTERIOR CLADDING {AND SOFFIT} IN ACCORDANCE WITH

MANUFACTURER'S STANDARD INSTALLATION PROCEDURES, PROVIDING PROPER LAPS AND DETAILING TO ENSURE A WEATHERTIGHT FACE.

.2 INSTALL FINISHING FLASHING AND CAP FLASHING.

.4 SEALANTS:

.1 INSTALL SEALANTS AT JUNCTIONS WITH ADJOINING WORK, AND WHERE SHOWN ON THE DRAWINGS, IN ACCORDANCE WITH SECTION [07 92 00].

3.3 CLEAN-UP.1 CLEAN EXPOSED PANEL SURFACES IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS..2 REPAIR AND TOUCH UP WITH COLOUR MATCHING HIGH GRADE

ENAMEL MINOR SURFACE DAMAGE, ONLY WHERE PERMITTED BY THE ARCHITECT AND ONLY WHERE APPEARANCE AFTER TOUCH-UP IS ACCEPTABLE TO ARCHITECT.

.3 REPLACE DAMAGED PANELS AND COMPONENTS THAT, IN OPINION OF THEARCHITECT, CANNOT BE SATISFACTORILY REPAIRED.

SUREGUARD - BOLLARD SHIELD

FIBER CEMENT BOARD SIDING PRODUCTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. SIDING PANELS.B. SOFFIT PANELS.C. ACCESSORIES AND TRIM.

1.2 RELATED SECTIONS

A. SECTION 06100 - ROUGH CARPENTRY: FRAMING ANDSHEATHING.B. SECTION 07900 - JOINT SEALERS.C. SECTION 09900 - PAINTS AND COATINGS: FIELDPAINTING.

1.3 REFERENCES

NULL

1.4 SUBMITTALS

B. PRODUCT DATA: MANUFACTURER'S DATA SHEETS ON EACH PRODUCT TOBE USED, INCLUDING:1. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS.2. STORAGE AND HANDLING REQUIREMENTS AND

RECOMMENDATIONS.3. INSTALLATION METHODS, INCLUDING NAILING PATTERNS.4. APPLICABLE MODEL CODE AUTHORITY EVALUATION

REPORT (ICC, CCMC, ETC.) A. LEED SUBMITTALS: PROVIDE DOCUMENTATION OF HOW THE

REQUIREMENTS OF CREDIT WILL BE MET:1. LIST OF PROPOSED MATERIALS WITH RECYCLED CONTENT. INDICATEPOST-CONSUMER RECYCLED CONTENT AND PRE-CONSUMER RECYCLEDCONTENT FOR EACH PRODUCT HAVING RECYCLED CONTENT.2. PRODUCT DATA AND CERTIFICATION LETTER INDICATING PERCENTAGES BY WEIGHT OF POST-CONSUMER AND PRE-CONSUMERRECYCLED CONTENT FOR PRODUCTS HAVING RECYCLED CONTENT.3. LIST OF PROPOSED MATERIALS WITH RAPIDLY RENEWINGCONTENT. INDICATE RAPIDLY RENEWING CONTENT PERCENTAGE FOREACH PRODUCT HAVING RAPIDLY RENEWING CONTENT.

B. SIDING MANUFACTURER'S REQUIREMENTS FOR VAPOR RETARDERS,PRIMER, PAINT, ETC., TO BE INSTALLED BY OTHERS.

C. MAINTENANCE AND PERIODIC INSPECTION RECOMMENDATIONS.D. MANUFACTURER'S CERTIFICATES: CERTIFY PRODUCTS MEET OR EXCEED

SPECIFIED REQUIREMENTS.

1.5 QUALITY ASSURANCE

A. INSTALLER QUALIFICATIONS: PROVIDE INSTALLER WITH NOT LESS THANTHREE YEARS OF EXPERIENCE WITH PRODUCTS SIMILAR TO THOSESPECIFIED.

1.6 DELIVERY, STORAGE, AND HANDLING

A. STORE PRODUCTS OFF THE GROUND, ON A FLAT SURFACE, AND UNDER AROOF OR SEPARATE WATERPROOF COVERING.

1.7 WARRANTY

A. PROVIDE WEATHERBOARDS 50 YEAR LIMITED SIDING WARRANTY.D. REGISTER MANUFACTURER'S WARRANTY, MADE OUT IN OWNER'S NAME,

WITH COPY TO OWNER.

PART 2 PRODUCTS

2.1 MANUFACTURERA. GENERAL CONTRACTOR TO PROVIDE ARCHITECT WITH THE

MANUFACTURER AND SPECIFICATION FOR APPROVAL PRIOR TO THEINSTALLATION OF THE PRODUCT. IF THE G.C. INSTALLS A PRODUCT THATHAS NOT BEEN APPROVED PRIOR TO CONSTRUCTION THE G.C. WILL BERESPONSIBLE FOR ALL COSTS INVOLVED INCLUDING THE REMOVAL ANDREPLACEMENT WITH THE APPROVED PRODUCT.

PART 3 EXECUTIONTHIS IS A GUIDELINE ONLY, GENERAL CONTRACTOR IS TO FOLLOWMANUFACTURERS INSTRUCTIONS FOR PROPER INSTALLATION.

3.1 EXAMINATIONA. PRIOR TO COMMENCING INSTALLATION, VERIFY GOVERNING

DIMENSIONS OF BUILDING AND CONDITION OF SUBSTRATE.C. IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER

INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATIONBEFORE PROCEEDING.

3.3 INSTALLATIONA. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND

DRAWING DETAILS.1. READ WARRANTY AND COMPLY WITH ALL TERMS NECESSARY TOMAINTAIN WARRANTY COVERAGE.2. INSTALL IN ACCORDANCE WITH CONDITIONS STATED IN MODEL CODEEVALUATION REPORT APPLICABLE TO LOCATION OF PROJECT.3. USE TRIM DETAILS INDICATED ON DRAWINGS.4. TOUCH UP ALL FIELD CUT EDGES BEFORE INSTALLING.5. PRE-DRILL NAIL HOLES IF NECESSARY TO PREVENT BREAKAGE.

B. OVER WOOD STUDS WITHOUT SHEATHING: INSTALL BUILDING PAPEROVER STUDS PRIOR TO INSTALLING SIDING.

C. OVER WOOD AND WOOD-COMPOSITE SHEATHING: FASTEN SIDINGTHROUGH SHEATHING INTO STUDS.

D. OVER FOAM SHEATHING: READ AND COMPLY WITH SHEATHINGMANUFACTURER'S RECOMMENDATIONS.1. FOR SHEATHING OF 1 INCH (25 MM) THICKNESS OR LESS, NAILTHROUGH SHEATHING INTO STUDS USING CORRESPONDINGLY LONGERNAILS.

E. OVER MASONRY WALLS: INSTALL FURRING STRIPS OF ADEQUATETHICKNESS TO ACCEPT FULL LENGTH OF NAILS AND SPACED AT 16INCHES (406 MM) ON CENTER.

F. OVER STEEL STUDS: MINIMUM 20 GAUGE STEEL, 3 5/8" (92 MM) C-STUDS.USE 1-5/8" (41 MM) LONG, #8-18 X 3/8" HD SELF-TAPPING,CORROSION-RESISTANT RIBBED BUGLE HEAD SCREWS. ATTACH SIDINGAT EACH STUD INSURING THAT AT LEAST 3 SCREW THREADSPENETRATE THE STUDS.

G. DIAGONAL SIDING: FOLLOW MANUFACTURER'S INSTRUCTIONS.H. ALLOW SPACE BETWEEN BOTH ENDS OF SIDING PANELS THAT BUTT

AGAINST TRIM FOR THERMAL MOVEMENT; SEAL JOINT BETWEEN PANELAND TRIM WITH EXTERIOR GRADE SEALANT.

I. JOINTS IN HORIZONTAL SIDING: AVOID JOINTS IN LAP SIDING EXCEPT ATCORNERS; WHERE JOINTS ARE INEVITABLE STAGGER JOINTS BETWEENSUCCESSIVE COURSES.

J. JOINTS IN VERTICAL SIDING: INSTALL Z-FLASHING IN HORIZONTAL JOINTSBETWEEN SUCCESSIVE COURSES OF VERTICAL SIDING.

K. FURRED INSTALLATION: LEAVE SPACE AT TOP AND BOTTOM OPEN; TOPMAY BE BEHIND SOFFIT; AT BOTTOM INSTALL INSECT SCREEN OVEROPENING BY WRAPPING A STRIP OF SCREEN OVER BOTTOM ENDS OFVERTICAL FURRING STRIPS.

L. INSTALL SHEET METAL FLASHING ABOVE DOOR AND WINDOW CASINGSAND HORIZONTAL TRIM IN FIELD OF SIDING.

M. DO NOT INSTALL SIDING LESS THAN 6 INCHES (150 MM) FROM SURFACEOF GROUND NOR CLOSER THAN 1 INCH (25 MM) TO ROOFS, PATIOS,PORCHES, AND OTHER SURFACES WHERE WATER MAY COLLECT.

N. AFTER INSTALLATION, SEAL ALL JOINTS EXCEPT LAP JOINTS OF LAPSIDING. SEAL AROUND ALL PENETRATIONS. PAINT ALL EXPOSED CUTEDGES.

O. FINISH PAINTINGP. FINISH PAINTING: WITHIN 24 MONTHS AFTER INSTALLATION, PAINT SIDING

AND TRIM WITH ONE COAT FINISH PAINT.Q. FINISH PAINTING: WITHIN 24 MONTHS AFTER INSTALLATION, PAINT

SIDING AND TRIM WITH ONE COAT PRIMER AND TWO COATS FINISHPAINT.

3.4 CLEANING A. AT COMPLETION OF WORK, REMOVE DEBRIS CAUSED BY SIDING

INSTALLATION FROM PROJECT SITE. B. TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE

SUBSTANTIAL COMPLETION.

ALL REFERENCES TO EASI-SERV DRIVE-THRU PRODUCTS SHOULD BEINTERPRETED AS MEANING THE W SERIES IN-LINE SIDE SLIDER DRIVE THRUWINDOWS.

FOR THE PRESENTER'S BOOTH:

W 100-M AUTOMATIC

WIDTH: 47 1/2" (1207mm)

HEIGHT: 43 1/2" (1105mm)

FOR THE CASH BOOTH:

W 200-M MANUAL

WIDTH: 47 1/2" (1207mm)

HEIGHT: 43 1/2" (1105mm)

ROUGH OPENINGS:FOR INSTALLATION IN STOREFRONT FRAMING ADD 1/4" TO UNIT SIZEFOR INSTALLATION IN ROUGH WOOD OR OTHER MATERIAL ADD 1/2" TO UNIT SIZEWINDOW CONSTRUCTIONWINDOW IS CONSTRUCTED FROM PROPRIETARY DESIGNED ANODIZED ALUMINUMEXTRUSIONS, QUALITY MOVING PARTS AND TEMPERED GLASS THAT COMBINESTO CREATE A QUALITY WEATHERPROOF PRODUCT THAT WILL LAST FOR MANYYEARS.ALL EXTRUSIONS ARE DESIGNED AS NARROW AS POSSIBLE TO MAXIMIZE GLASSAREA AND SIGHTLINES.

EASI-SERV DRIVE THRU WINDOWS

OPACI-COAT GLAZING FILM

ALL REFERENCES TO OPAQUE FILM ON EXTERIOR GLAZING SHALL BEINTERPRETED AS OPACI-COAT-300 GLAZING FILM

APPLICATION METHODS:

CONTRACTOR IS TO ENSURE THE GLAZING CAN BE REMOVED FROM THEEXTERIOR FACE. GLAZING IS TO BE APPLIED ON A CLEAN, DRY SURFACEON THE INTERIOR SIDE OF THE EXTERIOR GLAZING BEFORE REPLACING

OPACI-COAT-300® CAN BE SPRAYED, CURTAIN COATED OR ROLLCOATED.

EVAPORATION METHODS:

OPACI-COAT-300® DRIES UPON EVAPORATION OF WATER. DRYING WILLTAKE PLACE AT ROOM TEMPERATURE (70°F/21°C) AND 50% RELATIVEHUMIDITY IN APPROXIMATELY 2-4 HOURS. ACCELERATION OFTHIS DRYING RATE CAN EASILY BE ACCOMPLISHED BY PASSING THECOATED GLASS THROUGH A DRYING OVEN. DRYING RATES VARYDEPENDING UPON HEAT AND HUMIDITY.

COLOUR:

#1-0016 “CHARCOAL” FILM

VAPROSHIELDPART 1 - GENERAL

1.01 GENERAL REQUIREMENTSA. THIS SPECIFICATION SHALL BE READ AS A WHOLE BY ALL PARTIES CONCERNED. EACH

SECTION MAY CONTAIN MORE OR LESS THE COMPLETE WORK OF ANY TRADE. THECONTRACTOR IS SOLELY RESPONSIBLE TO MAKE CLEAR TO THE SUBCONTRACTORS THEEXTENT OF THEIR WORK AND COORDINATE OVERLAPPING WORK.

1.02 SYSTEM DESCRIPTIONA. SUPPLY LABOR, MATERIALS AND EQUIPMENT FOR A MECHANICALLY ATTACHED

WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE.B. COMPLETE WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN TO BRIDGE GAPS

AND SEAL THE WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANEAGAINST WATER INTRUSION.

C. INSTALL WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE, WEATHERBARRIER FLASHINGS, LAP SEAM TAPES, METAL FLASHINGS, VENTILATION STRIPS, ROOF FINISHSYSTEM COMPLETE WITH CLIPS, FASTENER CAPS, METAL VALLEY FLASHINGS ANDACCESSORIES.

1.03 RELATED SECTIONSA. RELATED SECTIONS MAY INCLUDE THE FOLLOWING:1. DIVISION 6: ROUGH CARPENTRY2. DIVISION 7: CLAY TILE ROOFING SYSTEMS3. DIVISION 7: WOOD SHAKES AND SHINGLES ROOFING SYSTEMS4. DIVISION 7: PRE-FINISHED METAL ROOFING SYSTEMS5. DIVISION 13: PRE-ENGINEERED BUILDINGS FOR METAL SIDING AND ROOFING

1.04 REFERENCE STANDARDSA. ASTM D 1682 STANDARD TEST METHODS FOR BREAKING LOAD AND ELONGATION OF TEXTILE

FABRICSB. ASTM E 96/E 96M - TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALSC. AC 48 ACCEPTANCE CRITERIA FOR ROOF UNDERLAYMENTS FOR USE IN SEVERE CLIMATE

AREASD. AC 207 ACCEPTANCE CRITERIA FOR POLYPROPYLENE ROOF UNDERLAYMENTSE. ASTM E 2178 - STANDARD TEST METHOD FOR AIR PERMEANCE OF BUILDING MATERIALS

1.05 SUBMITTALSA. SUBMIT DOCUMENTATION FROM AN APPROVED INDEPENDENT TESTING LABORATORY

CERTIFYING COMPLIANCE WITH, A) THE RESISTANCE TO HYDROSTATIC PRESSURE, B) ASTM D1682 - TENSILE PROPERTIES, C) ASTM E 84 - CLASS A SURFACE BURNING CHARACTERISTICS, D)ASTM E 96/E 96M - TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALS, AND E)ASTM E 2178 - STANDARD TEST METHOD FOR AIR PERMEANCE OF BUILDING MATERIALS.

B. SUBMIT DOCUMENTATION FROM AN APPROVED INDEPENDENT TESTING LABORATORYCERTIFYING THE MEMBRANE MEETS ICC-ES AC 48 AND AC 207.

C. SUBMIT MANUFACTURER'S CURRENT PRODUCT DATA SHEETS, DETAILS AND INSTALLATIONINSTRUCTIONS FOR THE WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENTMEMBRANE COMPONENTS AND ACCESSORIES.

D. SUBMIT SAMPLES OF THE FOLLOWING:1. MANUFACTURER'S SAMPLE WARRANTY2. WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT SHEET, MINIMUM 8 BY 10

INCHES (203 BY 254 MM)3. COMPONENTS, MINIMUM 12-INCH (305-MM) LENGTHS4. SELF-ADHERED MEMBRANE FLASHINGS AND LAP SEAM TAPES5. CLIPS AND FASTENER ACCESSORIES6. SEALANTS

1.06 QUALITY ASSURANCEA. SINGLE SOURCE: WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE

COMPONENTS AND ACCESSORIES MUST BE OBTAINED AS A SINGLE-SOURCE MEMBRANESYSTEM TO ENSURE TOTAL SYSTEM COMPATIBILITY AND INTEGRITY.

B. MANUFACTURER QUALIFICATIONS1. MANUFACTURER OF SPECIFIED PRODUCTS LISTED IN THIS SECTION TO HAVE MINIMUM 8

YEARS OF CONTINUED EXPERIENCE IN THE MANUFACTURE AND SUPPLY OFWATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE PRODUCTSSUCCESSFULLY INSTALLED IN SIMILAR PROJECT APPLICATIONS.

2. MANUFACTURER OF SPECIFIED PRODUCTS LISTED IN THIS SECTION TO HAVEEXPERIENCED IN-HOUSE TECHNICAL AND FIELD OBSERVATION PERSONAL QUALIFIED TOPROVIDE EXPERT TECHNICAL SUPPORT.

1.07 PRE-INSTALLATION CONFERENCEA. CONTRACTOR SHALL CONVENE [ONE] WEEK PRIOR TO COMMENCING WORK OF THIS SECTION,

UNDER PROVISIONS OF SECTION 01 31 19 - PROJECT MEETINGS.B. ENSURE ALL CONTRACTORS RESPONSIBLE FOR CREATING A CONTINUOUS PLANE OF WATER

TIGHTNESS ARE PRESENT.

1.08 DELIVERY, STORAGE AND HANDLINGA. REFER TO CURRENT PRODUCT MSDS FOR PROPER STORAGE AND HANDLING.B. DELIVER MATERIALS TO THE JOB SITE IN UNDAMAGED AND ORIGINAL PACKAGING INDICATING

THE NAME OF THE MANUFACTURER AND PRODUCT.C. STORE ROLL MATERIALS ON END IN ORIGINAL PACKAGING. PROTECT ROLLS FROM DIRECT

SUNLIGHT AND INCLEMENT WEATHER UNTIL READY FOR USE.D. WASTED MANAGEMENT AND DISPOSAL1. SEPARATE AND RECYCLE WASTE MATERIALS IN ACCORDANCE WITH SECTION [01355 -

WASTE MANAGEMENT AND DISPOSAL], AND WITH THE WASTE REDUCTION WORK PLAN.

1.09 ALTERNATESA. SUBMIT REQUEST FOR ALTERNATES IN ACCORDANCE WITH SECTION 01 25 00 - SUBSTITUTION

PROCEDURES.B. SUBMIT REQUESTS FOR ALTERNATES A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO BID

DATE.C. ALTERNATE SUBMISSION TO INCLUDE:1. EVIDENCE THAT ALTERNATE MATERIALS MEET OR EXCEED PERFORMANCE

CHARACTERISTICS OF SPECIFIED PRODUCT REQUIREMENTS AS WELL ASDOCUMENTATION FROM AN APPROVED INDEPENDENT TESTING LABORATORY CERTIFYINGTHE MINIMUM PHYSICAL DIMENSIONS, TENSILE STRENGTH, FIRE BURNINGCHARACTERISTICS, VAPOR PERMEANCE AND AIR LEAKAGE RATES OF THEWATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE WITHOUT THEAID OF PRIMERS OR SURFACE CONDITIONERS.

2. MANUFACTURER'S COMPLETE SET OF DETAILS FOR WATER-RESISTIVE VAPOR PERMEABLEROOF UNDERLAYMENT MEMBRANE SYSTEM SHOWING A CONTINUOUS PLANE OF WATERAND AIR TIGHTNESS OVER THE BUILDING ENCLOSURE.

3. MANUFACTURER OF ALTERNATE MATERIALS HAS EXPERIENCED IN-HOUSE TECHNICALAND FIELD OBSERVATION PERSONAL QUALIFIED TO PROVIDE EXPERT TECHNICALSUPPORT

D. ACCEPTABLE ALTERNATES WILL BE CONFIRMED BY ADDENDUM. SUBSTITUTE MATERIALS NOTAPPROVED IN WRITING PRIOR TO BID DATE SHALL NOT BE PERMITTED FOR USE ON THISPROJECT.

1.10 WARRANTYA. PROVIDE MANUFACTURER'S STANDARD MATERIAL WARRANTY IN WHICH

MANUFACTURER AGREES TO PROVIDE REPLACEMENT MATERIAL FORWATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT SHEETS INSTALLEDIN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS THAT FAILS DUE TOMATERIAL DEFECTS WITHIN 20 YEARS OF THE DATE OF SUBSTANTIALCOMPLETION.

PART 2 - PRODUCTS

2.01 MATERIALSPRIMARY WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE, COMPONENTS AND ACCESSORIES MUST BE OBTAINED AS A SINGLE-SOURCE TO ENSURE TOTAL SYSTEM COMPATIBILITY AND INTEGRITY.

1. WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE MANUFACTURERSHALL BE VAPROSHIELD LLC., GIG HARBOR, WA, PH (866) 731-7663, EMAIL: [email protected], WEBSITE: WWW.VAPROSHIELD.COM.

B. WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT (BASIS OF DESIGN)1. PRIMARY WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT SHEET MEMBRANE

SHALL BE SLOPESHIELD® WATER-RESISTIVE ROOF UNDERLAYMENT BY VAPROSHIELD, A ZEROVOC MECHANICALLY ATTACHED VAPOR PERMEABLE WATER-RESISTIVE SHEET MEMBRANE CONSISTING OF MULTIPLE LAYERS OF UV STABILIZED SPUN-BONDED POLYPROPYLENE HAVINGTHE FOLLOWING PROPERTIES:

A. COLOR: REDB. APPLICATION TEMPERATURE: NO TEMPERATURES RESTRICTIONSC. PHYSICAL PROPERTIES: 0.020 INCHES THICK AND 5.01 OZ./ SQ. YD.D. WATER VAPOR PERMEANCE TESTED TO ASTM E 96 METHOD B: 59 PERMS

(3392NG/PA.S.M2)E. WATER RESISTANCE TESTED (PONDING): AC 48, PASS, NO LEAKAGED. TENSILE STRENGTH TESTED TO ASTM D 1682: PASSF. LIQUID WATER TRANSMISSION TO ASTM D4869: PASS

C. WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE FASTENERSWATER-RESISTIVE ROOF UNDERLAYMENT MEMBRANE FASTENERS SHALL BE CORROSION RESISTANT SCREWS WITH PREFORMED HEAD CAPS.SCREW HEAD CAPS FOR WATER-RESISTIVE ROOF UNDERLAYMENT MEMBRANE SHALL BE VAPROCAPS BY VAPROSHIELD, A 1¾ INCH DIAMETER PREFORMED SCREW HEAD CAPS WITH ACENTER THROAT HOLE THAT SEALS THE MEMBRANE AT THE FASTENER PENETRATION, SPECIFICALLY DESIGNED AND TESTED TO WITHSTAND WIND LOADS AND PROTECT AGAINSTWATER INTRUSION AT SCREW PENETRATIONS.SELECTION OF FASTENER LENGTH IS SUBJECT TO SHEATHING BOARD OR SUBSTRATE TYPE.MANUFACTURER RECOMMENDS SUBCONTRACTOR TO SUPPLY AND PLACE CORROSION-RESISTANT STAINLESS STEEL SCREWS SIZED TO PENETRATE THE SHEATHINGBOARD AND SOLID BACKING OR STEEL DECK BY ¾ INCH IN CONJUNCTION WITH PREFORMEDSCREW HEAD CAPS.

D. WATER-RESISTIVE FLASHING MEMBRANE AND TAPE1. SELF-ADHERED UNDERLAYMENT FLASHING MEMBRANE SHALL BE

VAPROFLASHING SA™ BY VAPROSHIELD, A ZERO VOC SELF-ADHERED VAPORPERMEABLE WATER-RESISTIVE SHEET MEMBRANE CONSISTING OF MULTIPLELAYERS OF UV STABILIZED SPUN-BONDED POLYPROPYLENE HAVINGPROPERTIES EQUAL TO THE PRIMARY SELF-ADHERED WATER RESISTIVEUNDERLAYMENT MEMBRANE.

A. VAPROFLASHING SA™ ORANGE: 11-1/2 INCHES OR 19 INCHES WIDE X 164 FEET LONG2. TAPES SHALL BE VAPROTAPE BY VAPROSHIELD: UV STABLE, DOUBLE/SINGLE SIDED,

MOISTURE-RESISTANT FLEXIBLE TAPE WITH ADHESIVE BACKING HAVING THE FOLLOWING PROPERTIES:

a. VAPROTAPE (SINGLE-SIDED): 20 MIL THICK BY 3 INCHES (76 MM) WIDEPENETRATION SEAM TAPE

b. VAPROTAPE (DOUBLE-SIDED): 30 MIL THICK BY 1 INCH (25 MM) WIDEPENETRATION SEAM TAPE

c. VAPROTAPE UV-RESISTANT BLACK: 35 MIL THICK BY 4 INCHES (102 MM)WIDE PENETRATION SEAM TAPE

d. VAPROALUMATAPE: 20 MIL THICK BY 4.5 INCHES (114 MM) AND 9 INCHES(229 MM) WIDE, FOIL FACED, UV STABLE, MOISTURE-RESISTANT FLASHING AND MEMBRANE TRANSITION TAPE FOR USE WITH SILICONE SEALANTS

2.02 PENETRATION SEALANTA. PROVIDE SEALANT FOR PENETRATIONS AS RECOMMENDED BY MANUFACTURER AND AS

SPECIFIED UNDER DIVISION 07 SECTION: SEALANTS.

PART 3 EXECUTION

3.01 GENERALA. VERIFY THAT SURFACES AND CONDITIONS ARE READY TO ACCEPT THE WORK OF THIS

SECTION. NOTIFY AVENUE ARCHITECTURE INC. IN WRITING OF ANY DISCREPANCIES. COMMENCEMENT OF THE WORK OR ANY PARTS THEREOF SHALL MEAN ACCEPTANCE OF THEPREPARED SUBSTRATES.

B. ALL SURFACES MUST BE SOUND, CLEAN AND FREE OF OIL, GREASE, DIRT, EXCESS MORTAR OROTHER CONTAMINANTS DETRIMENTAL TO THE ADHESION OF THE SELF-ADHERED FLASHINGMEMBRANES. FILL VOIDS, GAPS IN SUBSTRATE TO PROVIDE AN EVEN SURFACE.

C. ENSURE ALL PREPARATORY WORK, INCLUDING INSTALLATION OF MECHANICAL AND ELECTRICAL PENETRATIONS AND FIXTURES ARE COMPLETE AND SECURED IN-PLACE PRIOR TOAPPLYING WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE.

D. MECHANICAL FASTENERS USED TO SECURE SHEATHING BOARDS, INSULATION OR PENETRATEROOF DECK SHALL BE SET FLUSH WITH SURFACE AND FASTENED INTO SOLID BACKING.

E. MINIMUM APPLICATION TEMPERATURE FOR SELF-ADHERED MEMBRANES SHALL BE ABOVE 20DEGREES F (MINUS 6.0 DEGREES C).

F. ROOF SLOPE SHALL BE NOT LESS THAN 3:12.

3.02 COORDINATION OF WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMETMEMBRANEINSTALLATION

A. COMPLETE INSTALLATION OF FLASHING MEMBRANE AND SEALS AROUND ROOF CONNECTIONS,UP-TURN DETAILS, STACK AND VENT PIPES AND OTHER JUNCTURES OR PENETRATIONS OF THEROOF SYSTEM PRIOR TO THE INSTALLATIONS OF THE FIELD APPLICATIONS.

B. INSTALL PRIMARY WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENTMEMBRANE OVER THE SURFACE OF ROOF SHEATHING BOARD, INSULATION ORROOF DECK AS DETAILED AND SECURE TO SUBSTRATE WITH SUITABLEFASTENERS AND PREFORMED SCREW HEAD CAPS.

3.03 PENETRATIONS, UP-TURN FLASHINGS AND VALLEY FLASHINGSA. INSTALL FLASHING MEMBRANE AND SEAL ROOF CONNECTIONS, UP-TURN DETAILS,

STACK AND VENT PIPES AND OTHER JUNCTURES OR PENETRATIONS OF THE ROOFSYSTEM WITH SPECIFIED SELF-ADHERED FLASHING MEMBRANES.

B. INSTALL PRE-MANUFACTURED PENETRATION SLEEVES AROUND MECHANICAL ANDELECTRICAL PENETRATIONS AS PER MECHANICAL/ELECTRICAL DIVISION ANDMANUFACTURERS WRITTEN INSTRUCTIONS.

C. INSTALL DOUBLE-SIDED FLASHING TAPE ACROSS THE TOP AND SIDES OFPRE-MANUFACTURED PENETRATION SLEEVES, PRE-MEASURE AND FITWATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE OVER ANDAROUND SLEEVES AND PRESS INTO DOUBLE SIDED TAPES AGAINST THE SLEEVES ASAPPROPRIATE TO FORM A WEATHER TIGHT CONNECTION.

D. PROVIDE SEALANT AROUND ALL EXPOSED TERMINATIONS.E. INSTALL PRE-MANUFACTURED CURBS AS PER APPROVED SHOP DRAWINGS FOR CURB

AND ROOF SYSTEM INSTALLATIONS.F. INSTALL WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENT MEMBRANE

OVER CURBS AND SEAL TO CORNERS WITH SPECIFIED TAPE AS APPROPRIATE TO FORMA WEATHER TIGHT CONNECTION.

G. PREPARE VALLEY SUBSTRATES TO PROVIDE CONTINUOUS UNIFORM SURFACE, INSTALLFULL WIDTH SHEETS OF WATER-RESISTIVE VAPOR PERMEABLE ROOF UNDERLAYMENTMEMBRANE CENTERED IN VALLEY.

H. MEASURE AND PRE-CUT INTO MANAGEABLE SIZED SHEETS TO SUIT THE APPLICATIONCONDITIONS. START AT LOWEST POINT OF ROOF; INSTALL WATER-RESISTIVE ROOFUNDERLAYMENT MEMBRANE PARALLEL WITH SLOPE IN OVERLAPPING SHINGLE FORMAT.PROVIDE FASTENERS AT 4 FEET ON-CENTER ALONG THE TOP EDGES.

I. INSTALL SECOND PLY OF WATER-RESISTIVE ROOF UNDERLAYMENT MEMBRANE ON EACHSIDE OF VALLEY, PLACE MEMBRANE PARALLEL WITH SLOPE, PROVIDE FASTENERS AT 4FEET ON-CENTER ALONG THE TOP EDGES AND MID-POINT THROUGH THE LENGTH OFTHE MEMBRANE. TAPE LAP SEAMS WITH SPECIFIED DOUBLE SIDED TAPE.

3.04 MEMBRANE APPLICATIONS PARALLEL TO EAVEA. INSTALL MEMBRANES HORIZONTAL OR PARALLEL WITH EAVES, ALIGN SHEETS AND

BEGIN INSTALLATION OF WATER-RESISTIVE ROOF UNDERLAYMENT MEMBRANE ATLOWEST POINT OF ROOF AND PARALLEL TO EAVES.

B. MEASURE AND PRE-CUT INTO MANAGEABLE SIZED SHEETS TO SUIT THE APPLICATIONCONDITIONS.

C. PLACE SHEETS OVER SUBSTRATES AND ALLOW TO HANG DOWN OVER TO LOWESTPOINT OF FASCIA OR AS DETAILED. ALLOW FOR EXCESS MATERIAL AT BOTTOM OF WALLTO ACCOMMODATE TIE-INS AND CONNECTIONS TO ADJACENT SURFACES AS MAY BEDETAILED.

D. SECURE SHEETS WITH APPROPRIATE FASTENERS BASED ON SUBSTRATE STARTING ATHIGHEST POINT AND WORKING DOWN. ENSURE SHEETS LAY SMOOTH AND FLAT TOSURFACES.

E. INSTALL SUBSEQUENT SHEETS OF WATER-RESISTIVE ROOF UNDERLAYMENT MEMBRANEIN OVERLAPPING SHINGLE FORMAT AND STAGGER VERTICAL LAP SEAMS.

F. PROVIDE MINIMUM OF 6 INCH (150 MM) VERTICAL AND HORIZONTAL LAP SEAMS.G. TAPE MEMBRANE OVERLAPS WITH CONTINUOUS APPLICATION OF DOUBLE SIDED TAPE.

STAGGER HORIZONTAL END LAP SEAMS.H. PROVIDE FASTENERS AT 2 FEET ON CENTER ALONG THE SIDES AND 4 FEET ON CENTER

THROUGHOUT THE LENGTH OF WATER-RESISTIVE ROOF UNDERLAYMENT MEMBRANE ASTHE MEMBRANE IS UNROLLED.

I. FOR ROOF SLOPES OF 4:12 AND GREATER, VERTICAL AND/OR HORIZONTAL LAP SEAMSOF 12 INCHES OR GREATER DO NOT REQUIRE DOUBLE SIDED TAPE.

J. PROVIDE ADDITIONAL FASTENERS AT EDGES AND IN THE FIELD TO PROTECT THEWATER-RESISTIVE ROOF UNDERLAYMENT MEMBRANE FROM TEARING DUE TO WIND ORABUSE IN THE FIELD SUBJECT TO SITE CONDITIONS.

3.05 MEMBRANE APPLICATIONS OVER ROOF RIDGE, EAVES AND RAKEA. INSTALL SELF-ADHERED WATER-RESISTIVE ROOF UNDERLAYMENT MEMBRANE

APPLICATIONS OVER THE ROOF RIDGE, ALONG ROOF EAVE AND RAKE IN OVERLAPPINGSHINGLE FORMAT TO SHED WATER DOWN THE ROOF.

B. REVERSE LAP SEAMS ARE NOT ACCEPTABLE.C. MEASURE AND PRE-CUT INTO MANAGEABLE SIZED SHEETS TO SUIT THE APPLICATION

CONDITIONS.D. INSTALL MEMBRANE OVER ROOF RIDGE AND PROVIDE MINIMUM OF 12 INCH (305 MM)

OVERLAP DOWN EACH FACE OF ROOF. PROVIDE FASTENERS AT 2 FEET ON-CENTERALONG THE EDGES.

E. EXTEND SHEETS OVER ROOF EAVES, ROOF RAKE AND EXTEND DOWN ROOF FASCIA ORAS DETAILED. PROVIDE FASTENERS AT 2 FEET ON-CENTER ALONG UNDERSIDE OFFASCIA OR AS DETAILED.

D. SECURE SHEETS WITH APPROPRIATE FASTENERS BASED ON SUBSTRATE STARTING ATHIGHEST POINT AND WORKING DOWN. ENSURE SHEETS LAY SMOOTH AND FLAT TOSURFACES.

3.06 FIELD QUALITY CONTROLA. [OWNER WILL ENGAGE] [ENGAGE] AN INDEPENDENT INSPECTOR TO OBSERVE

SUBSTRATE AND INSTALLATION. INSPECTOR SHALL PROVIDE A WRITTEN, SIGN-OFF LOGON ALL PENETRATIONS BEFORE THE UNDERLAYMENT IS PLACED AGAINST THEM. FORMOF LOG SHALL BE APPROVED BY ARCHITECT BEFORE CONTRACT WITH INSPECTIONSERVICE IS APPROVED.

3.07 PROTECTING AND CLEANINGA. PROTECT COMPLETED INSTALLATIONS OF WATER-RESISTIVE ROOF UNDERLAYMENT

MEMBRANE FROM DAMAGE DUE TO EXTREME WEATHER CONDITIONS, PHYSICAL ABUSEAND OTHER SUBTRADES.

B. COVER MEMBRANE AS SOON AS PRACTICAL.C. REPAIR DAMAGED WATER-RESISTIVE ROOF UNDERLAYMENT MEMBRANE. MEASURE AND

PRE-CUT ROOF UNDERLAYMENT MEMBRANE TO COVER DAMAGED AREA WITH MINIMUM12 INCH OVERLAP TO THE SIDES AND BOTTOM AND EXTEND MINIMUM 6 INCHES UNDERUPPER SHEET.

D. SECURE UNDERLAYMENT PATCH WITH SPECIFIED 3 INCH TAPE ALONG SIDES ONLY.E. REMOVE AND REPLACE ROOF UNDERLAYMENT MEMBRANE AFFECTED BY CHEMICAL

SPILLS OR SURFACTANTS.

MOVING PANEL CONSTRUCTIONALL MOVING PANELS ARE TOP HUNG WITH INDUSTRY PROVEN SEALED BEARINGSRUNNING ON A UHMW GUIDE TRACK.WEATHERPROOFINGWINDOWS ARE GUARANTEED WEATHERPROOF AND ARE BUILT WITH DOUBLEMOHAIR SEALS AND INTERLOCKING JAMBS ON ALL PANEL MOVING EDGES. THEWINDOW FEATURES A SLOPED THERMALLY BROKEN SILL AND A ½” MOVING PANELGUIDE TRACK THAT DOUBLES AS A RAIN BLOCK.

ETL LISTED PRODUCTTHE WINDOW HAS BEEN CERTIFIED BY ITS ETL SEMKO. THIS CERTIFICATION MARKINDICATES THAT THE WINDOW HAS BEEN TESTED TO AND HAS MET THE MINIMUMREQUIREMENTS OF A WIDELY RECOGNIZED (CONSENSUS) U.S AND CANADIANPRODUCT SAFETY STANDARD, THAT THE MANUFACTURING SITE HAS BEENAUDITED, AND THAT EASI-SERV HAS AGREED TO A PROGRAM OF PERIODICFACTORY FOLLOW-UP INSPECTIONS TO VERIFY CONTINUED CONFORMANCE.

OPENING MODES

· AUTOMATIC WINDOWS ARE ELECTRO-MECHANICALLY DRIVEN WITHNO-TOUCH OPERATION. AUTOMATIC OPENING IS CONTROLLED BY OPTICALSENSORS AND A THREE-POSITION LOGIC LOCK THAT PROVIDES FOR NORMALOPERATION (AUTOMATIC OPENING), PEAK PERIOD (LOCKED OPEN), AND NIGHTUSAGE (LOCKED SHUT).· MANUAL WINDOWS ARE EASY TO OPERATE AND ARE CAREFULLY BALANCEDTO ALLOW ONE-FINGER OPENING. THE WINDOW FEATURES A LARGE, EASY TOGRAB, HANDLE.· SELF CLOSING WINDOWS HAVE ALL THE SAME FEATURES AS MANUALWINDOWS AS WELL AS A COUNTERBALANCED SELF CLOSING MECHANISM WHICHCLOSES THE WINDOW AUTOMATICALLY AS SOON AS THE OPERATOR LETS GO OFTHE GRAB HANDLE.

SECURITY FEATURESALL WINDOWS ARE FITTED WITH A DROP DOWN SECURITY BAR WHICH PREVENTSUNAUTHORIZED WINDOW OPENING FROM THE EXTERIOR. MANUAL WINDOWS AREFITTED WITH ADAMS-RITE SELF CLOSING THUMB LATCHES. AUTOMATIC WINDOWS ARELOCKED USING THE LOGIC LOCK AND CAN ALSO BE FITTED WITH AN OPTIONALSECURITY OVERRIDE THAT LIMITS WINDOW OPENING TO TWELVE INCHES.GLAZINGALL WINDOWS ARE GLAZED WITH 1 INCH SEALED UNITS, FITTED WITH 3MM TEMPEREDGLASS PANES ON BOTH SIDES.WARRANTYALL WINDOWS ARE PROVIDED WITH A 12 MONTH LIMITED WARRANTY FOR PARTS ANDLABOUR.

READY TO INSTALL

ALL WINDOWS ARE SHIPPED PRE-ASSEMBLED, FULLY GLAZED AND READY TO INSTALL.

STANDARD OPTIONS (NO EXTRA COST)

CLEAR ANODIZED ALUMINUM OR BRONZE (KAWNEER #40) ANODIZED ALUMINUM FINISH

OX (RIGHT TO LEFT) OR XO (LEFT TO RIGHT) OPERATION WHEN VIEWED FROM OUTSIDE

SILL OPTIONS (EXTRA COST)

THE WINDOW CAN BE FITTED WITH A BACKLIT GREETING PANEL BUILT INTO THE SILLTHAT TAKES INTERCHANGEABLE MESSAGE BOARDS. THIS OPTION INCLUDES ONECUSTOM MESSAGE PANEL (ARTWORK PROVIDED BY CUSTOMER).

CUSTOM OPTIONS (EXTRA COST)

CUSTOM COLOUR FINISHES IN EITHER POWDER COAT OR WET COAT PAINTAPPLICATION.

CUSTOM SIZES AVAILABLE TO SATISFY ANY REQUIREMENTS.

ALL REFERENCES TO FIBER CEMENT BOARD SHALL BE INTERPRETED AS MEANINGA PRODUCT MADE OF FIBER CEMENT AND IS LAP SIDING. THE PRODUCT SHALL BEINSTALLED IN ACCORDANCE WITH THE CHOSEN MANUFACTURES INSTALLATIONBROCHURES

PRODUCT CODES

TRIM- 3"X44" FIBRE CEMENT TRIM BOARDS - CHESTNUT BROWN

SIDING- 814" CEDAR LAPSIDING - CHESNUT BROWN

PART 1 - GENERAL

1.1 SUMMARYA. THIS SECTION INCLUDES THE FOLLOWING:1. BUMPER POST SLEEVEORIGINALSTANDARD

1.2 SUBMITTALSA. PRODUCT DATA FOR PRODUCTS USED IN GUARDRAIL, BUMPER POST, ORHANDRAIL FABRICATION OR INSTALLATION INCLUDING ANCHOR BOLTS,CONCRETE AND GROUT.B. SHOP DRAWINGS SHOWING FABRICATION AND ILLUSTRATING ERECTION OFBUMPER POST, HANDRAIL OR GUARDRAIL. INCLUDE PLANS, ELEVATIONS,SECTIONS AND DETAILS SHOWING COMPONENT CONNECTIONS ANDANCHORAGE. PROVIDE TEMPLATES FOR ANCHORS INSTALLED UNDER OTHERSECTIONS.

PART 2 - PRODUCTS

2.1 MANUFACTURERA. SUREGUARD SECURITY PRODUCTS

5 SHIRLEY AVE. KITCHENER, ON.N2B 2E6

2.1 DISTRIBUTED BY:A. SUREGUARD SECURITY PRODUCTS

FAX - 519-570-4333PHONE - 1-800-756-3537 OR 519-772-1976EMAIL - [email protected] - WWW.SUREGUARD.CA

2.2 BUMPER POST SLEEVES - ORIGINALA.· 7” BOLLARD COVER· 7” ID· UP TO 101” IN LENGTH/HEIGHT· 0.150” WALL THICKNESS· HDPE DIE EXTRUDED PIPE· COLOURS AVAILABLE: BLACK, BLUE, GREY, ORANGE, RED, YELLOW, AND

OUR NEW ROYAL BLUE· CHOICE OF WITH OR WITHOUT TWO, (2) INDIVIDUAL ¾” AVERY DURBAND

WITH CONFORMICAL, REFLECTIVE TAPE STRIPES.· COLOURS AVAILABLE: BLACK, BLUE, GREEN, RED, WHITE, AND YELLOW.

ALSO AVAILABLE: ULTRA RED, AND WHITE REFLECTIVE STRIPE.

PART 3 - EXECUTION

3.1 INSTALLATIONA. BUMPER POST SLEEVE: INSTALL WITH MANUFACTURERS NEOPRENEADHESIVE TAPE PER MANUFACTURERS INSTALLATION GUIDELINES.

PART 4 - ORDERING:

4.1 WHEN ORDERING USE THE MCDONALD'S CODE: (CHOICE OF 2; TO BEDETERMINED BY OWNER/OPERATOR)

- GREY - CL1386CANGRW (7X60 GREY.WHITE, TAPE CUT TO 52")- RED - CL1386B (7X60 RED/WHITE TAPE, CUT TO 52")

PART 1 - GENERAL1.1 DESCRIPTION.1 GENERAL REQUIREMENTS DIVISION 1, GENERAL REQUIREMENTS, IS PART OF THIS SPECIFICATION AND SHALL APPLY AS IF REPEATED HERE.2 WORK FURNISHED AND INCLUDED:.1 AIR/VAPOUR BARRIER.2 SUBGIRTS.3 COMPOSITE ALUMINUM PANELS.4 RELATED TRIMS AND EXTRUSIONS.5 FASTENERS.3 RELATED WORK NOT INCLUDED:.1 STUDS.2 SHEATHING

1.2 STANDARDS.1 DESIGN OF CLADDING SYSTEM IN ACCORDANCE TO THE LATEST EDITION OF:.1 CSA-S136 FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS.2 CAN3-S157 FOR THE DESIGN OF STRENGTH DESIGN IN ALUMINUM.3 NATIONAL BUILDING CODE OF CANADA.4 PROVINCIAL BUILDING CODE (WHERE APPLICABLE)

1.3 QUALITY ASSURANCE.1 SUPPLIER SHALL DESIGN, SUPPLY AND FABRICATE WORK OF THIS SECTION..2 SUPPLIER/INSTALLER SHALL HAVE A MINIMUM OF 10 YEARS PROVEN EXPERIENCE AND MUST HAVE COMPLETED AT LEAST 5 MAJOR ALUMINUM

WALL PANEL PROJECTS..3 ALL WALLS AND OPENINGS ARE TO BE WITHIN ±3 MM (0.12”) OF THE LOCATION SHOWN ON ARCHITECTURAL DRAWINGS. ALSO, THE FAÇADE IS

TO BE PLUMB WITHIN 1:1000 OF THE OVERALL HEIGHT WITH A MAXIMUM OF 25MM..4 ALL INSTALLATIONS WILL BE SUBJECT TO A PERFORMANCE AUDIT BY EITHER THE PROJECT MANAGER, THE ARCHITECT, OR OTHER APPOINTED

MCDONALDS REPRESENTATIVE; REMEDIATION WORK SHALL BE CARRIED OUT AT INSTALLER'S EXPENSE

1.4 DESIGN REQUIREMENTS.1 DESIGN SYSTEM BASED ON RAINSCREEN PRINCIPLE. INCORPORATE MEANS OF DRAINING MOISTURE TO THE EXTERIOR.2 STRUCTURAL MOVEMENT: ACCOMMODATE MOVEMENT OF SUPPORTING STRUCTURAL FRAMING AND WITHOUT CAUSING BOWING, BUCKLING,

DELAMINATION, OIL CANNING, EXCESSIVE STRESS ON FASTENERS, OR ANY OTHER DETRIMENTAL EFFECTS..3 THERMAL MOVEMENTS: ALLOW FOR THERMAL MOVEMENTS FROM AMBIENT AND SURFACE TEMPERATURE CHANGES BY PREVENTING BUCKLING,

OPENING OF JOINTS, OVERSTRESSING OF COMPONENTS, FAILURE OF CONNECTIONS, AND OTHER DETRIMENTAL EFFECTS. BASE CALCULATIONSON SURFACE TEMPERATURES OF MATERIALS DUE TO BOTH SOLAR HEAT GAIN AND NIGHTTIME SKY HEAT LOSS.

.1 TEMPERATURE CHANGE (RANGE): 20 DEG C, AMBIENT; 40 DEG C, MATERIAL SURFACES.2 SEASONAL TEMPERATURE EXTREMES OF MINUS 40 DEG C TO PLUS 40 DEG C

1.5 PERFORMANCE REQUIREMENTS.1 AIR INFILTRATION: AIR LEAKAGE THROUGH ASSEMBLY OF NOT MORE THAT 0.3 L/S PER SQ. M. (0.06 CFM/SQ. FT.) OF WALL AREA WHEN TESTED

ACCORDING TO ASTM E 283 AT THE FOLLOWING TEST PRESSURE DIFFERENCE:.1 TEST-PRESSURE DIFFERENCE: 300PA (6.24 LBF/SQ.FT.)..2 WATER PENETRATION UNDER STATIC PRESSURE: NO WATER PENETRATION WHEN TESTED ACCORDING TO ASTM E 331 AT THE FOLLOWING

TEST PRESSURE DIFFERENCE:.1 TEST-PRESSURE DIFFERENCE: 300PA (6.24 LBF/SQ.FT.)..3 WATER PENETRATION UNDER DYNAMIC PRESSURE: NO WATER PENETRATION WHEN TESTED ACCORDING TO AAMA 501.1.4 STRUCTURAL PERFORMANCE: METAL WALL PANEL ASSEMBLIES SHALL WITHSTAND THE EFFECTS OF THE FOLLOWING LOADS AND STRESSES

WITHIN LIMITS AND UNDER CONDITIONS INDICATED, BASED ON TESTING TO ASTM E 330:.1 WIND LOADS: DESIGN WALL SYSTEM TO RESIST {WIND LOADS, POSITIVE AND NEGATIVE, EXPECTED IN THIS GEOGRAPHICAL REGION NBCC

CLIMATIC DATA, 50 YEAR PROBABILITY} {### KPA} WITHOUT CAUSING RATTLING, VIBRATION OR EXCESSIVE DEFLECTION OF PANELS, OVERSTRESSING OF FASTENERS, CLIPS OR OTHER DETRIMENTAL EFFECTS ON WALL SYSTEM.

.2 DEFLECTION LIMIT: PANELS MUST RETURN TO AN ESSENTIALLY FLAT CONDITION AFTER DESIGN WIND LOAD IS REMOVED WITH PERMANENT SETNOT TO EXCEED L/800.

.5 FIRE-PERFORMANCE:

.1 SURFACE-BURNING CHARACTERISTICS: PROVIDE MATERIALS WITH THE FOLLOWING SURFACE-BURNING CHARACTERISTICS AS DETERMINED BYTESTING IDENTICAL PRODUCTS PER ASTM E 84 BY UL OR ANOTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION:

.1 FLAME-SPREAD INDEX: 25 OR LESS..2 SMOKE-DEVELOPED INDEX: 25 OR LESS..2 {NON-COMBUSTIBLE CHARACTERISTICS: PROVIDE CORE MATERIAL WITH THE FOLLOWING COMBUSTIBILITY CHARACTERISTICS AS DETERMINED

BY TESTING IDENTICAL PRODUCTS PER CAN/ULC-S134 OR ANOTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVINGJURISDICTION.} {PROJECT SPECIFIC - REFER TO DRAWINGS FOR REFERENCES TO “ALPOLIC /FR” PANELS}

.6 PANEL FLATNESS TOLERANCE APPLIES TO EVEN RISES AND FALLS ACROSS PANEL. LOCAL BUMPS AND DEPRESSIONS WILL NOT BE ACCEPTED.FABRICATE PANELS NOT EXCEEDING THE FOLLOWING TOLERANCES:

.1 1.5 MM (0.06") IN A CONVEX DIRECTION, MEASURED PERPENDICULARLY TO NORMAL PLANE..2 1.5 MM (0.06") IN A CONCAVE DIRECTION, MEASURED PERPENDICULARLY TO NORMAL PLANE..7 MAXIMUM DEVIATION FROM VERTICAL AND HORIZONTAL ALIGNMENT OF ERECTED PANELS: 6 MM (0.24") IN 6 M (20' 0")..8 MAXIMUM DEVIATION FROM PANEL FLATNESS SHALL BE 3 MM (0.12") IN 1.5 M (59") PANEL IN ANY DIRECTION FOR ASSEMBLED UNITS

(NON-ACCUMULATIVE)..9 WEEP DRAINAGE: ALL PANELS TO INCLUDE WEEP HOLES IN LOCATION WHICH WILL ALLOW DRAINAGE OF MOISTURE AND/OR TRAPPED WATER

FROM BACK SIDE OF PANELS. WEEP AREAS SHALL BE LOCATED CONSPICUOUSLY TO PREVENT STAINING OF ARCHITECTURAL FINISHES..10 PANEL JOINT CAULKING: NOT PERMITTED

1.6 SAMPLES.1 SUBMIT DUPLICATE, MINIMUM 89 MM X 89 MM (3-½” X 3-½”) SAMPLES OF EACH COLOUR SELECTED.

1.7 SHOP DRAWINGS.1 SUBMIT SHOP DRAWINGS.2 INDICATE ELEVATIONS, PROFILES, DIMENSIONS AND THICKNESS OF PANELS..3 INDICATE LOCATION AND DETAIL OF JOINTS INCLUDING JOINTS NECESSARY TO ACCOMMODATE THERMAL MOVEMENT..4 INDICATE ATTACHMENT CLIPS, JOINT EXTRUSION SYSTEM AND INSTALLATION DETAILS..5 SHOW FASTENING AND ANCHORING DETAILS..6 DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, ATTESTING TO THE ABILITY OF THE METAL PANELS ASSEMBLY TO

WITHSTAND THE SPECIFIED LOADS..7 PANELS SHALL BE IDENTIFIED ON THE SHOP DRAWINGS AS TO BUILDING LOCATION TO FACILITATE PANEL REMOVAL AND REPLACEMENT.

1.8 MOCK-UP [IF REQUIRED].1 SUBMIT MOCK-UP IN ACCORDANCE WITH SECTION [01 43 39]..2 ERECT MOCK-UP PANEL APPROXIMATELY LONG X HIGH IN LOCATION DIRECTED BY ARCHITECT..3 MOCK-UP PANEL SHALL INCLUDE ALL COMPONENTS OF THE WALL SYSTEM AND IF APPROVED BY ARCHITECT MAY BE INCORPORATED IN TO

FINISHED WORK..4 NOTIFY 72 HOURS BEFORE INSTALLATION OF MOCK-UP FOR INSPECTION BY ARCHITECT. DO NOT PROCEED WITH PANEL SYSTEM WORK UNTIL

MOCK-UP HAS BEEN APPROVED.

1.9 PRODUCT DELIVERY, HANDLING AND STORAGE.1 PROTECT FINISH AND EDGES USING A PLASTIC FILM ADHERED TO PANEL IN ACCORDANCE WITH PANEL MANUFACTURER'S RECOMMENDATIONS..2 STORE COMPONENTS AND MATERIALS IN ACCORDANCE WITH PANEL MANUFACTURER'S RECOMMENDATIONS.

1.10 GUARANTEE.1 FOR WORK IN THIS SECTION, WARRANTY BY INSTALLER AGAINST DEFECTS OR DEFICIENCIES IN MATERIALS OR WORKMANSHIP SHALL BE FOR A

PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION.

1.11 WARRANTY.1 PROVIDE A MANUFACTURER'S WRITTEN WARRANTY: FURNISH PANEL MANUFACTURER'S

WRITTEN WARRANTY COVERING FAILURE OF FACTORY-APPLIED EXTERIOR FINISH ON COMPOSITE METAL PANELS WITHIN THE WARRANTY PERIOD; WARRANT FINISH PER ASTM D 4214 FOR CHALK NOT IN EXCESS OF 8 NBS UNITS. WARRANTY PERIOD FOR FINISH:20 YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION.

PART 2 - PRODUCTS

2.1 MATERIALS:.1 PANEL SYSTEM: VICWEST MERCURY SYSTEM DRY JOINT SYSTEM, USING PROPRIETARY ALUMINUM EXTRUSIONS WITHOUT THE USE OF

CAULKING AT JOINTS..1 METAL COMPOSITE MATERIAL:.1 ALUMINUM FACE SHEETS: ALUMINUM ALLOY 3105-H14, THICKNESS 0.51 MM (0.02")..2 TWO SHEETS OF ALUMINUM BONDED TO EITHER SIDE OF AN EXTRUDED THERMOPLASTIC CORE, FORMED IN A CONTINUOUS PROCESS WITHOUT

THE USE OF GLUE OR ADHESIVE BETWEEN DISSIMILAR MATERIALS. BOND INTEGRITY TESTING TO ADHERE TO ASTM D 1781..3 PANEL THICKNESS: 4 MM (0.16").4 CORE MATERIAL: ALPOLIC PE CORE AND/OR ALPOLIC / FR CORE AS SUPPLIED BY MITSUBISHI (REFER TO DRAWINGS FOR LOCATION OF

REQUIRED ALPOLIC / FR CORE MATERIAL).2 PROPRIETARY ALUMINUM PERIMETER EXTRUSIONS AND EXTRUSION CLIPS FOR ATTACHING PANELS TO THE SUB-STRUCTURE..3 JOINT FILLER STRIP: SAME MATERIAL AS PANELS..4 TOLERANCES:.1 PANEL BOW: MAXIMUM 0.80% PER LINEAL FOOT PANEL DIMENSION (WIDTH OR LENGTH)..2 PANEL DIMENSIONS: MAKE ALLOWANCE FOR FIELD ADJUSTMENTS, IN MANNER RECOMMENDED BY MANUFACTURER, WHERE FINAL DIMENSIONS

CANNOT BE ESTABLISHED BY FIELD MEASUREMENT PRIOR TO PANEL MANUFACTURING..3 PANEL LINES, BREAKS AND ANGLES TO BE SHARP AND TRUE: PANEL SURFACES TO BE FREE FROM WARP OR BUCKLE..2 SUBGIRT SYSTEM: ADJUSTABLE ANGLES, Z-BARS AND CHANNEL SUBGIRTS: MANUFACTURED FROM Z-275 GALVANIZED STEEL AND SHALL BE

DESIGNED TO ACCOMMODATE EXPANSION AND CONTRACTION, DYNAMIC MOVEMENTS AND DESIGN LOAD REQUIREMENTS..3 AIR/VAPOUR BARRIER:.1 GRACE ULTRA BY GRACE CONSTRUCTION PRODUCTS, WITH PERM-A-BARRIER WB PRIMER FOR HORIZONTAL LOCATIONS (IE TOP OF CANOPIES).2 SLOPE SHIELD BY VAPRO SHIELD, MECHANICALLY FASTENED USING COLOR MATCHED VAPRO CAPS.3 NO OTHER MATERIAL PERMITTED

2.2 PANEL FINISHES:.1 LUMIFLON FLUOROPOLYMER RESIN COATING WITH 100% PVDF TESTED TO MEET OR EXCEED APPLICABLE VALUES EXPRESSED IN AAMA 2605.

2.3 COLOUR.1 COLOURS TO BE AS SELECTED FROM MITSUBISHI'S ALPOLIC COLOR SPECIFICATIONS..1 4-RON-80 [RED].2 4-BNT-30 [BONE WHITE].3 4-AGT-30 [ALUMINUM GREY] (WHERE SPECIFIED).4 4-MZG-50 [MICA GREY] (WHERE SPECIFIED)

2.4 ACCESSORIES.1 COMPLETE INSTALLATION: PROVIDE PROPRIETARY ALUMINUM EXTRUSIONS COMPATIBLE WITH PANEL EDGES, MANUFACTURER'S STANDARD

PROFILES INCLUDING VERTICAL AND HORIZONTAL JOINT CLOSURES AND PERIMETER TRIM AS REQUIRED FOR A COMPLETE INSTALLATION..2 FASTENERS: AS RECOMMENDED BY THE PANEL MANUFACTURER, CONCEALED AND NON-CORROSIVE.

PART 3 -- EXECUTION

3.1 EXAMINATION.1 EXAMINE WORK OF OTHER SECTIONS UPON WHICH WORK OF THIS SECTION DEPENDS..2 REPORT ANY UNSATISFACTORY CONDITIONS TO ARCHITECT IN WRITING. DO NOT START WORK UNTIL UNSATISFACTORY CONDITIONS ARE

RECTIFIED.

3.2 WALL PANEL SYSTEM.1 ERECT PANELS AND JOINT FILLER STRIP IN ACCORDANCE WITH SYSTEM MANUFACTURER'S DETAILS AND INSTRUCTIONS AND SO AS TO MEET

SPECIFIED DESIGN AND PERFORMANCE REQUIREMENTS..2 FINISHED WORK SHALL BE SECURELY ANCHORED, FREE OF DISTORTION AND SURFACE IMPERFECTIONS, UNIFORM IN COLOUR AND GLOSS..3 USE CONCEALED FASTENINGS ONLY, EXCEPT WHERE EXPOSED FASTENINGS ARE SPECIFICALLY PERMITTED BY ARCHITECT IN WRITING..4 INSTALL PANELS PLUMB, TRUE, LEVEL AND IN ALIGNMENT TO ESTABLISHED LINES AND ELEVATIONS..5 WHERE INDICATED ON DRAWINGS OR AS REQUIRED TO COMPLETE WORK OF THIS SECTION, SUPPLY AND INSTALL CLOSURES, CAPS, FASCIA

COVERS AND TRIMS WITH MATCHING PANEL FINISH, WHERE EXPOSED.

3.3 CLEAN-UP.1 REMOVE PROTECTIVE FILM FROM PANELS..2 CLEAN EXPOSED PANEL SURFACES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS..3 REPAIR AND TOUCH UP WITH COLOUR MATCHING HIGH GRADE ENAMEL MINOR SURFACE DAMAGE, ONLY WHERE PERMITTED BY THE ARCHITECT

AND ONLY WHERE APPEARANCE AFTER TOUCH-UP IS ACCEPTABLE TO ARCHITECT..4 REPLACE DAMAGED PANELS AND COMPONENTS THAT, IN OPINION OF THE ARCHITECT, CANNOT BE SATISFACTORILY REPAIRED. REPLACEMENT

OF PANELS MUST BE PERFORMED BY AN EXPERIENCED INSTALLER AS DESCRIBED UNDER 1.3.2. (QUALITY ASSURANCE), AND REPLACED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ENTITLED “REPLACEMENT PROCEDURE FOR DAMAGED ARCHITECTURAL METAL PANELS”.

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

Page 30: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

DINING102

ALL EXISTING SEATING, MILLWORK, LOWWALLS, GRAPHICS, FINISHES (CEILING,FLOOR & WALLS) TO BE REMOVED IN

ENTRANCE VESTIBULES, DINING &WASHROOM VESTIBULE.

EXISTING SOKTO BE RE-USED

EXISTING SOKTO BE RE-USED

VEST.101

EXISTING DOOROPERATORS TO REMAIN

EXISTING SSBS TOREMAIN. RE-CLAD TOSUIT NEW FINISHES.

PLAYPLACE

106

ALL EXISTING SEATING, PLAY PLACEEQUIPMENT TO BE REMOVED. EXISTING

FLOOR FINISHES TO BE REMOVED.

DINING102

ALL EXISTING SEATING, MILLWORK, LOWWALLS, GRAPHICS, FINISHES (CEILING,FLOOR & WALLS) TO BE REMOVED IN

ENTRANCE VESTIBULES, DINING &WASHROOM VESTIBULE.

DINING102

ALL EXISTING SEATING, MILLWORK, LOWWALLS, GRAPHICS, FINISHES (CEILING,FLOOR & WALLS) TO BE REMOVED IN

ENTRANCE VESTIBULES, DINING &WASHROOM VESTIBULE.

EXISTING DOOR& FRAME TO BE

REMOVED

SERVERY104

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103

01ID-01

DEMOLITION PLAN - DINING AREASCALE 1/4" = 1'-0"

NOTE REFERENCE

ELEVATION NUMBERDRAWING NUMBER

SECTION NUMBERDRAWING NUMBER

DETAIL NUMBERDRAWING NUMBER

1

WALL TYPE

T-4 FINISH TAG

DININGAREA

101

EQUIPMENT NUMBER

ROOM NAME &NUMBER

TOP OF ENTRY BLADE

32'-0" ELEVATION HEIGHT101

DOOR / WINDOW TAG1

EN

10'-10"CT1

W1

01A8.1

01A10.0

01A10.0

SYMBOL LEGEND

DENOTES CEILING TYPE/EXISTING OR NEW

DENOTES CEILING HT./EXISTING OR NEW

GENERAL NOTES

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND

REGULATIONS FOR CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS

AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND

AUTHORITIES HAVING JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT

CONSTRUCTION CONFLICTS AND/OR DELAYS.

6. G.C. TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALL CONSTRUCTION FOR MOUNTING OF

KITCHEN EQUIPMENT. BLOCKING TO BE ALIGNED WITH EXTERIOR FACE OF STUDS. REFER TO KITCHEN

DRAWINGS FOR BLOCKING REQUIRED.

7. G.C. TO PROVIDE 3/4" PLYWOOD BACKING ALIGNED WITH STUD FACE FOR ALL WALL MOUNTING

WASHROOM FIXTURES, GRAB BARS, ETC. REFER TO INTERIOR DRAWINGS FOR DETAILS OF AREAS

REQUIRING BACKING.

8. SPARE.

9. INTERIOR PARTITIONS SHALL BE CONTINUOUS TO UNDERSIDE OF TRUSSES.

10. G.C. TO CAULK ALL DISSIMILAR DIMENSIONS. PROVIDE PRESSURE TREATED BASE PLATE IN ALL BACK

OF HOUSE WALL PARTITIONS ADJACENT TO WASHROOMS, KITCHEN AREA AND STORAGE AREAS.

11. REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINS AND ROUGH-IN LOCATIONS OF WATER

CONNECTIONS.

12. G.C. TO PROVIDE FOR 1/2" PLYWOOD BACKING BEHIND ELECTRICAL PANELS AND COMMUNICATION

BOARD WITHIN THE ELECTRICAL ROOM. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS.

13. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL

FINISHES ORDERED AND/OR PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS

AWARDED TO AVOID DELIVERY ISSUES.

14. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY

ALTERNATIVES; SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON

CHART OUTLINING THE SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT

SUPPLY AGREEMENTS ARE IN PLACE AND SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED

WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.

15. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL

BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE

REMOVAL, INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

DEMOLITION PLAN &NOTES - DINING AREA

ID-01

1/4" = 1'-0"

SHEFALI KUMAR

SHEFALI KUMAR

SHEFALI KUMAR

INTERIOR DESIGN PACKAGE : ALPHABETDrawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

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LES

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#1

LOW TABLE

RE-USEDC/W POWERSUPPLY

RE-USEDC/W POWERSUPPLY

HAPPYMEAL

WHEELCHAIRSTORAGESPACE

HIGH TABLE

HIG

H T

AB

LES

HU

TTE

RS

HU

TTE

R

RELOCATED SSBS

ANCHOR POINT

RE-USED X2

EXIST.

EXIST.

EXIST.

NEW

AD

AP

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3A

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#4

NEW BUGLIGHT

NEW BUGLIGHT

NEW

EXIST.

14'-1

"3'

-5"4 3/4"

8'-3 1/4" 2'-0 1/4" 1'-10 1/4" 2'-0 3/4" 1'-2 1/4"

8 3/4"

2'-4 1/2"8'-8 3/4" 2'-4 1/2"2'-0

1/4

"2'

-0 1

/4"

8'-1

1 1/

4"4'

-6"

10'-7 1/2" 9'-3 1/2" 6 1/2"

3 1/2"

12'-4 1/2" 5'-1 1/2"

1'-4 1/4"

10 1/2"

LOW WALL

10'-5

1/4

"8'

-4 3

/4"

4'-5

1/2

"6'

-3 1

/4"

14'-4

"

9'-4" 5'-8 1/4" 5'-8 1/4" 5'-8 1/4" 5'-8 1/4" 3'-5 1/4"

1'-1

0 1/

2"

5'-1

0 1/

2"7'

-4 1

/4"

4'-8

1/4

"C

RIT

. DIM

.3'

-11

1/4"

1'-5

"1'

-7 1

/4"

1'-8

1/2

"3'

-10"

9'-6

1/2

"3'

-11

1/2"

6"3'

-9 1

/4"

1'-1 1/4" 4'-5 1/2" 6'-3 1/4" 5'-11 1/4" 1'-4 1/4"

2'-1

1/2

"2'

-1 1

/2"

6'-8

1/4

"

10 1/2"

9'-1

1 1/

4"2'

-11

1/2"

4"7'

-7 3

/4"

2'-1

1 1/

2"2'

-11

1/2"

7'-3

3/4

"12

'-10

1/2"

6 1/2"8'-5 3/4"2'-11 1/2"4"2'-5 3/4"11'-6 1/4" 7 1/2" 2'-8 1/2" 1'-9" 2'-8 1/2" 1'-8 3/4" 2'-8 1/2" 7'-9"

4'-2 1/2" 9'-6 3/4"

1'-1" 4'-5 1/2" 6'-3 1/4" 6'-3 1/2" 1'-11"

5'-7

"5'

-7"

5'-7

"2'

-10

1/2"

2'-2 1/2"

3 1/4"

15'-5" 3'-4 1/4" 3'-4 1/4"

4'-0 3/4"3'-8"

10'-4 1/4" 3 5/8"

3 5/

8"2'

-4 1

/2"

3 5/

8"4'

-7"

3'-9 1/4" 10'-8" 3'-7 1/4"STUD DIM.

2'-8 3/4" 13'-10 3/4"

6'-4"

3'-8

"C

RTI

. DIM

.

2'-1

0 3/

4"3

3/4"

4'-0

1/2

"

6'-6

3/4

"

14'-9

"3'

-4 1

/4"

4'-9

"8'

-5 1

/2"

6'-0

1/4

"4'

-0"

1'-6

"4'

-10

1/2"

2'-4

1/2

"

D5

D1

D2

D3

D4

D7

D6

3 5/8"

LOW

WA

LL C

/WB

IRD

WIN

GP

AR

TITI

ON

LW1

LW1

3 5/8"

W1

W1W1

W1

W1 W1

W1

W2

W3

W3

9 1/

2"EQ

EQ

LW2

LW2

6 1/2"

4'-6" 1'-9"

LW2

3'-6" RO

VEST.101

DINING102

SERVERY104

BOH105

WRM.VEST.

103

WOM.WRM.

106

MENSVEST.

107

NEW FASTFORWARD

108

W1a

4 3/

4" W1a

4 3/

4"

WALL TYPES

WALLTAG WALL CONSTRUCTION WALL DESCRIPTION

INTERIOR PARTITION WALL - 3-5/8" METAL STUDS

· 1/2" INTERIOR FINISH· 5/8" SUBSTRATE (DEFAULT: GYPSUM BOARD)· 3-5/8" METAL STUDS @ 16" O.C.· 5/8" SUBSTRATE (DEFAULT: GYPSUM BOARD)· 1/2" INTERIOR FINISH

WALLS SEPARATING THE KITCHEN FROM THE DINING AREA AND WALLS SURROUNDING THE WASHROOMS SHALL BE PROVIDEDWITH SOUND ATTENUATION BATTS FROM FLOOR TO ABOVE CEILING SPACE.

WALLS SEPARATING THE KITCHEN FROM THE DINING AREA SHALL BE EXTENDED TO ROOF DECK TO PROVIDE SMOKE SEAL.

PROVIDE GASKET BETWEEN METAL TRACK AND BASE PLATE.

LW1

INTERIOR LOW WALL - 6-1/2"

· SUPPLIED BY ARTITALIA· INSTALLED BY GC· GC TO BOLT INTERNAL STEEL FRAMEWORK AS NEEDED ON SITE

W1

4 7/8"

5 7/8"

INTERIOR PARTITION WALL - 6" METAL STUDS

· 1/2" INTERIOR FINISH· 5/8" SUBSTRATE (DEFAULT: GYPSUM BOARD)· 6" METAL STUDS @ 16" O.C.· 5/8" SUBSTRATE (DEFAULT: GYPSUM BOARD)· 1/2" INTERIOR FINISH

WALLS SEPARATING THE KITCHEN FROM THE DINING AREA AND WALLS SURROUNDING THE WASHROOMS SHALL BE PROVIDEDWITH SOUND ATTENUATION BATTS FROM FLOOR TO ABOVE CEILING SPACE.

WALLS SEPARATING THE KITCHEN FROM THE DINING AREA SHALL BE EXTENDED TO ROOF DECK TO PROVIDE SMOKE SEAL.

PROVIDE GASKET BETWEEN METAL TRACK AND BASE PLATE.

W2

7 1/4"

8 1/4"

W3

INTERIOR PARTITION WALL - 3-5/8" METAL STUDS

· 1/2" INTERIOR FINISH· 5/8" SUBSTRATE (DEFAULT: GYPSUM BOARD)· 3-5/8" METAL STUDS @ 16" O.C.· 2 LAYERS 5/8" SUBSTRATE (DEFAULT: GYPSUM BOARD) ON ONE SIDE· 1/2" INTERIOR FINISH

WALLS SEPARATING THE KITCHEN FROM THE DINING AREA AND WALLS SURROUNDING THE WASHROOMS SHALL BE PROVIDEDWITH SOUND ATTENUATION BATTS FROM FLOOR TO ABOVE CEILING SPACE.

WALLS SEPARATING THE KITCHEN FROM THE DINING AREA SHALL BE EXTENDED TO ROOF DECK TO PROVIDE SMOKE SEAL.

PROVIDE GASKET BETWEEN METAL TRACK AND BASE PLATE.

5 1/2"

6 1/2"

LW2

INTERIOR LOW WALL - 4"

· SUPPLIED BY ARTITALIA· INSTALLED BY GC· GC TO BOLT INTERNAL STEEL FRAMEWORK AS NEEDED ON SITE

INTERIOR FURRED-OUT WALL - 3-5/8" METAL STUDS

· 1/2" INTERIOR FINISH· 5/8" SUBSTRATE (DEFAULT: GYPSUM BOARD)· 3-5/8" METAL STUDS @ 16" O.C.

PROVIDE GASKET BETWEEN METAL TRACK AND BASE PLATE.

W1a

4 3/4"

6'-8

"

3'-6" R.O.

3'-2"

SOLID CORE DOORFINISH PL4

2" 2"

6'-8

"2"

6'-1

0"

HM FRAME - MT12

5'-0

"

2'-7

"2'

-11"

1'-0"10"

DOOR - D4VIEW FROM DINING

3'-2

"

PL4

3'-2"SITE VERIFY

6'-1

0"S

ITE

VE

RIF

Y

DOOR - D5VIEW FROM WRM. VEST.

5'-0

"

EXIST. FRAME - MT12

PL4

3'-2"SITE VERIFY

6'-1

0"S

ITE

VE

RIF

Y

DOOR - D6VIEW FROM WRM. VEST.

5'-0

"

EXIST. FRAME - MT12

2'-4"SITE VERIFY

6'-1

0"S

ITE

VE

RIF

Y

DOOR - D7VIEW FROM WRM. VEST.

EXIST. FRAME- MT12

01ID-02

PARTITION PLAN - DINING AREASCALE 1/4" = 1'-0"

PARTITION PLAN,SCHEDULES & NOTES

ID-02

1/4" = 1'-0"

SHEFALI KUMAR

SHEFALI KUMAR

SHEFALI KUMAR

INTERIOR DESIGN PACKAGE : ALPHABETDrawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

GENERAL NOTES

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND

REGULATIONS FOR CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS

AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND

AUTHORITIES HAVING JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT

CONSTRUCTION CONFLICTS AND/OR DELAYS.

6. G.C. TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALL CONSTRUCTION FOR MOUNTING OF

KITCHEN EQUIPMENT. BLOCKING TO BE ALIGNED WITH EXTERIOR FACE OF STUDS. REFER TO KITCHEN

DRAWINGS FOR BLOCKING REQUIRED.

7. G.C. TO PROVIDE 3/4" PLYWOOD BACKING ALIGNED WITH STUD FACE FOR ALL WALL MOUNTING

WASHROOM FIXTURES, GRAB BARS, ETC. REFER TO INTERIOR DRAWINGS FOR DETAILS OF AREAS

REQUIRING BACKING.

8. SPARE.

9. INTERIOR PARTITIONS SHALL BE CONTINUOUS TO UNDERSIDE OF TRUSSES.

10. G.C. TO CAULK ALL DISSIMILAR DIMENSIONS. PROVIDE PRESSURE TREATED BASE PLATE IN ALL BACK

OF HOUSE WALL PARTITIONS ADJACENT TO WASHROOMS, KITCHEN AREA AND STORAGE AREAS.

11. REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINS AND ROUGH-IN LOCATIONS OF WATER

CONNECTIONS.

12. G.C. TO PROVIDE FOR 1/2" PLYWOOD BACKING BEHIND ELECTRICAL PANELS AND COMMUNICATION

BOARD WITHIN THE ELECTRICAL ROOM. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS.

13. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL

FINISHES ORDERED AND/OR PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS

AWARDED TO AVOID DELIVERY ISSUES.

14. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY

ALTERNATIVES; SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON

CHART OUTLINING THE SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT

SUPPLY AGREEMENTS ARE IN PLACE AND SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED

WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.

15. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL

BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE

REMOVAL, INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

NOTE REFERENCE

ELEVATION NUMBERDRAWING NUMBER

SECTION NUMBERDRAWING NUMBER

DETAIL NUMBERDRAWING NUMBER

1

WALL TYPE

T-4 FINISH TAG

DININGAREA

101

EQUIPMENT NUMBER

ROOM NAME &NUMBER

TOP OF ENTRY BLADE

32'-0" ELEVATION HEIGHT101

DOOR / WINDOW TAG1

EN

10'-10"CT1

W1

01A8.1

01A10.0

01A10.0

SYMBOL LEGEND

DENOTES CEILING TYPE/EXISTING OR NEW

DENOTES CEILING HT./EXISTING OR NEW

ITEM REQUIRED PROVIDED

DESIGNATED WHEELCHAIRSPACE 2 2

ADAPTABLE SEATING 4 4

REFERENCE - OBC TABLE 3.8.2.1.TOTAL NO. OF FIXED SEATS = 72

BREAKDOWN OF FIXED SEATS:BOOTH = 36, BENCH = 30

COMMUNAL TABLE / BAR = 6

DESIGNATED WHEELCHAIR SPACE AND ADAPTABLE SEATING

C26D SATIN CHROME PLATED

C32D / 630 SATIN STAINLESS STEEL

C26D / 626 SATIN CHROMIUM PLATED

C28 / 628 SATIN FINISH ALUMINUM

689 ALUMINUM PAINTED

AL ALUMINUM

SCH SCHLAGE

VD VON DUPRIN

KNC KN CROWDER

CBH CANADIAN BUILDERS HARDWARE

1. VANESSA STEVENS

T: 604 875 9634

E: [email protected]

2. GWENDOLYN REISCHMAN

T: 604 215 5526 ext: 245

E: [email protected]

MANUFACTURERS LEGEND FINISHES LEGENDDOOR SIGNS

1. DOOR OPERATORS HORTON AUTOMATICS SERIES 7100

2. PUSH PLATES CAMDEN CONTROLS CM-60

3. EMERGENCY CALL SYSTEM CAMDEN CONTROLS CX-WEC SERIES

B/F REQUIREMENTS

1. ALL WALL DIMENSIONS ARE TO STUDS.

NOTES

1 Existing Single Door D5 Wrm. Vestibule to Mens Wrm.

Door Leaf Existing c/w PL4 Finish

HM Frame Existing c/w MT12 Paint Finish

3 set of Hinges Hager BB1279 4 1/2'' x 4'' C15

Surface Closure Existing to remain

1 Door Pull CBH 7023 MTG#1 628

1 Push Plate CBH 920 5" x 20" 628

1 Kick Plate CBH 900 Series 8" x TBD 628

1 Wall Door Stop CBH 145 x 630

1 Sign "Mens" (Symbol A) - Pattison

G.C. TO ENSURE COMPLIANCE WITH ALL

BARRIER-FREE REQUIREMENTS. REFER TO

WASHROOM DETAILS ON SHEET ID7.0 AND B/F

REQUIREMENTS SCHEDULE ON THIS SHEET.

GC TO INSTALL NEW DOOR OPERATORS ASSHOWN.

1 Single Door D9 Kitchen to Manager's Office

Solid Core Door PL4 Finish

HM Frame P4 Paint Finish

1 Leaf 3'-2" x 80" x 1 3/4"

3 set of Hinges Hager BB1279 4 1/2'' x 4'' C15

1 Lockset SCH CO-100-CY-70-KP-RHO 626

1 Surface Closure LCN 4050 Reg/62A 689

2 Kick Plates CBH 900 Series 8" x TBD 628

1 Wall Door Stop CBH 145 x 630

1 Sign "Staff Only" (Symbol E) - Pattison

Undercut door by 1 1/4"

DOOR TYPES

TYPE A(HOLLOW METAL

INSULATED)

TYPE B(HOLLOW METAL

INSULATED)

TYPE C(HOLLOW METAL)

DOOR FRAME TYPES

TYPE D(HOLLOW METAL)

1.2mm WELDED

TYPE C(SOLID CORE

PARTICLE BOARDDOOR)

TYPE E(HOLLOW METAL)

G.C. TO ENSURE COMPLIANCE WITH ALL

BARRIER-FREE REQUIREMENTS. REFER TO

WASHROOM DETAILS ON SHEET ID7.0 AND B/F

REQUIREMENTS SCHEDULE ON THIS SHEET.

GC TO INSTALL NEW DOOR OPERATORS ASSHOWN.

1 Existing Single Door D6 Wrm. Vestibule to Womens Wrm.

Door Leaf Existing c/w PL4 Finish

HM Frame Existing c/w MT12 Paint Finish

3 set of Hinges Hager BB1279 4 1/2'' x 4'' C15

Surface Closure Existing to remain

1 Door Pull CBH 7023 MTG#1 628

1 Push Plate CBH 920 5" x 20" 628

1 Kick Plate CBH 900 Series 8" x TBD 628

1 Wall Door Stop CBH 145 x 630

1 Sign "Womens" (Symbol B) - Pattison

1 Existing Single Door D5 Wrm. Vestibule to Mop Closet

Door Leaf Existing c/w PL4 Finish

HM Frame Existing c/w MT12 Paint Finish

3 set of Hinges Hager BB1279 4 1/2'' x 4'' C15

Surface Closure Existing to remain

Lockset Existing to remain

1 Kick Plate CBH 900 Series 8" x TBD 628

1 Wall Door Stop CBH 145 x 630

1 Sign "Staff Only" (Symbol E) - Pattison

DOORS D1-D3 AREEXISTING TO REMAINAND WILL NOT BEMODIFIED IN THISRENOVATION.

DOOR SCHEDULE

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T-39LOW TABLE

F-104.1C F-104.1C F-104.1C F-104.1CF-104.1C

F-104.1C F-104.1C F-104.1C F-104.1C

F-104.1C

F-103

A

F-203

F-103

B

F-103

B

F-203

F-103

A

F-103

A

F-103

A

F-103

A

F-203

F-203

F-203

F-103

B

F-103

B

F-103

B

RE-USEDC/W POWERSUPPLY

209RE-USED

RE-USEDC/W POWERSUPPLY

209RE-USED

HAPPYMEAL

WHEELCHAIRSTORAGESPACE

F-103A

F-203

F-103B

F-203

F-203

F-203

F-103A

F-103A

F-103A

F-103B

F-103B

F-103B

F-201

F-101.1B

F-101.1CF-101.1B

F-101.1C

F-201

F-101.1C

F-201

F-201

F-201

3'-1

1 3/

4"

F-102DF-102E

T-53

F-106.4B

F-102E

F-106.3B

F-102A

F-106.3B

T-53 T-53

F-102A F-102D

F-106.4BF-106.3B F-106.3B

F-102EF-102A F-102D F-102E F-102D F-102A

F-202A F-202BF-202AF-202A F-202BF-202B

F-106.4BF-106.3B F-106.3B

F-202A F-202BF-202AF-202A F-202BF-202B

F-102D F-102A F-102E F-102A F-102D F-102EF-102A

F-202A

F-102D

F-202A

F-202A

F-102A

F-102D

F-102D

F-102EF-102DF-202B

F-202AF-102A

F-106.3B

F-106.4B

F-106.3B

F-202A

F-202A

F-202B

F-202B

F-102D

F-102A

F-102E

F-102E

F-101.1B

F-101.1B

F-101.1BF-101.1C F-101.1C

F-104.2C

F-206HIGH TABLE

F-104.2C F-104.2C F-104.2C

F-104.2C F-104.2C F-104.2C F-104.2C

F-104.2C

T-51

HIG

H T

AB

LEF-104.2C

F-104.2C

201ARELOCATED (TRIM COUNTERTOPFINISH AT SIDES AS REQUIRED)

ANCHOR POINT

212RE-USED X2

212RE-USED X2

EXIST.

EXIST.

EXIST.

NEW

4'-4

1/2

"

AD

AP

TAB

LES

EA

TIN

G #

3A

DA

PTA

BLE

SE

ATI

NG

#4

NEW BUGLIGHT

NEW BUGLIGHT

212RE-USED

NEW

EXIST.

EXISTINGFRONT POSCOUNTERC/W NEWFINISHES

EXISTINGMcCAFEDISPLAYTO REMAIN

NEWPICK-UPCOUNTER

NEW SLATTEDSCREENS BYARTITALIA

2'-1

1 3/

4"

3'-10 1/2"

3'-11"

2'-2

1/2

"

3'-8"

4'-11 1/4"

3'-1

3/4

"

3'-8 3/4"

5'-1

1/2

"

10'-4"

7'-1 1/4"

4'-2

1/4

"

4'-0

"

3'-8

1/4

"

4'-6 1/2"

3'-8 1

/2"

3'-9 1/2"

F-207

F-104.1C

F-104.1C

F-104.1CF-104.1C

F-104.1C

F-104.1C

SHUTTERS TO BECENTERED ONWINDOW GLAZING

SHUTTERS TO BECENTERED ONWINDOW GLAZING

SHUTTERS TO BECENTERED ONWINDOW GLAZING

SHUTTERS TO BECENTERED ONWINDOW GLAZING

01ID-03

FURNITURE PLAN - DININGSCALE 1/4" = 1'-0"

NOTE REFERENCE

ELEVATION NUMBERDRAWING NUMBER

SECTION NUMBERDRAWING NUMBER

DETAIL NUMBERDRAWING NUMBER

1

WALL TYPE

T-4 FINISH TAG

DININGAREA

101

EQUIPMENT NUMBER

ROOM NAME &NUMBER

TOP OF ENTRY BLADE

32'-0" ELEVATION HEIGHT101

DOOR / WINDOW TAG1

EN

10'-10"CT1

W1

01A8.1

01A10.0

01A10.0

SYMBOL LEGEND

DENOTES CEILING TYPE/EXISTING OR NEW

DENOTES CEILING HT./EXISTING OR NEW

TABLES

SEATING

SYMBOL REFERENCE QUANTITY

10

9

11

SYMBOL REFERENCE QUANTITY

OTHER

SYMBOL REFERENCE QUANTITYF-203

F-102A

F-102E

F-102D

F-103A

F-103B

F-104.1C

BABY CHAIR (EXISTING TO BE RELOCATED) 3

9

HAPPY MEAL 1

SOK (EXISTING TO BE RELOCATED) 2

9F-202B

DRWG

2 SEATER FIXED TABLE (LOW)

4 SEATER TABLE DRWG

YELLOW CHAIR (STACKABLE)

BROWN CHAIR (STACKABLE)

GRAPHIC PATTERN CHAIR (STACKABLE)

2 SEATER BENCH (LENGTH 1100mm)

2 SEATER BENCH (LENGTH 1100mm)

GREY LOW STOOL (LOOSE)

DRWG

9

9

5F-101.1B

F-101.1C 5

McCAFE ARMCHAIR (BROWN)

McCAFE ARMCHAIR (GRAPHIC PATTERN)

F-201 5McCAFE LOUNGE TABLE (LOOSE)

16

T-53 34 SEATER ADA TABLE

8F-106.3B BENCH ON WALL OR PARTITION (1350mm)

INFO BOARD -

SINGLE TRASH UNIT 1

F-202A 2 SEATER LOOSE TABLE (LOW)

4F-106.4B BENCH ON WALL OR PARTITION (1050mm)

F-104.2C GREY HIGH STOOL (FIXED) 11

F-206 LONG TABLE (HIGH) (2400mm) 1

T-51 SPECIAL 1830mm LONG HALF TABLE (HIGH) 1

1LONG TABLE (LOW) (3000mm)T-39

12

RECYCLE UNIT -

RECYCLE UNIT & SINGLE TRASH UNIT 2

GENERAL NOTES

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND

REGULATIONS FOR CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS

AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND

AUTHORITIES HAVING JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT

CONSTRUCTION CONFLICTS AND/OR DELAYS.

6. G.C. TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALL CONSTRUCTION FOR MOUNTING OF

KITCHEN EQUIPMENT. BLOCKING TO BE ALIGNED WITH EXTERIOR FACE OF STUDS. REFER TO KITCHEN

DRAWINGS FOR BLOCKING REQUIRED.

7. G.C. TO PROVIDE 3/4" PLYWOOD BACKING ALIGNED WITH STUD FACE FOR ALL WALL MOUNTING

WASHROOM FIXTURES, GRAB BARS, ETC. REFER TO INTERIOR DRAWINGS FOR DETAILS OF AREAS

REQUIRING BACKING.

8. SPARE.

9. INTERIOR PARTITIONS SHALL BE CONTINUOUS TO UNDERSIDE OF TRUSSES.

10. G.C. TO CAULK ALL DISSIMILAR DIMENSIONS. PROVIDE PRESSURE TREATED BASE PLATE IN ALL BACK

OF HOUSE WALL PARTITIONS ADJACENT TO WASHROOMS, KITCHEN AREA AND STORAGE AREAS.

11. REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINS AND ROUGH-IN LOCATIONS OF WATER

CONNECTIONS.

12. G.C. TO PROVIDE FOR 1/2" PLYWOOD BACKING BEHIND ELECTRICAL PANELS AND COMMUNICATION

BOARD WITHIN THE ELECTRICAL ROOM. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS.

13. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL

FINISHES ORDERED AND/OR PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS

AWARDED TO AVOID DELIVERY ISSUES.

14. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY

ALTERNATIVES; SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON

CHART OUTLINING THE SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT

SUPPLY AGREEMENTS ARE IN PLACE AND SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED

WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.

15. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL

BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE

REMOVAL, INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

FURNITURE PLAN,SCHEDULES & NOTES

ID-03

1/4" = 1'-0"

SHEFALI KUMAR

SHEFALI KUMAR

SHEFALI KUMAR

INTERIOR DESIGN PACKAGE : ALPHABET

T-52 SPECIAL 2440mm LONG HALF TABLE (HIGH) -

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

F-207 1MAGIC TABLE

209

212

SSBS (EXISTING TO BE RELOCATED) 1201A

ANCHOR POINT 1

Page 33: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

GYPSUM BOARD TO EXTENDTO 4" ABOVE CEILING.

CEILING TILE & GRID C1

9'-8"CEILING HEIGHT

3/4" X 1" HDWD EDGE TRIM.PAINT FINISH PT-09

3/8"

LINE OF EXISTING WINDOW / DOORFRAME BEYOND

NEW PLAM FINISH PL-06 ON 1/2"PLYWOOD. NEW 1/2" GYPSUMBOARD TO REPLACE EXISTING.

1"

1 1/

4"

GC TO PROVIDE SHOP DWGSFOR GRID DIMENSION TOENSURE THIS DESIGN INTENTIS ACHIEVED

EXISTING WALLTO REMAIN

4"

NEW TILE FINISH TL-03. NEW 1/2" GYPSUMBOARD TO REPLACE EXISTING. GYPSUMBOARD TO EXTEND TO 4" ABOVE CEILING.

CEILING TILE & GRID C1

9'-8"CEILING HEIGHT

3/4" X 1" HDWD EDGE TRIM.PAINT FINISH PT-09

3/8"

1"

1 1/

4"

GC TO PROVIDE SHOP DWGSFOR GRID DIMENSION TOENSURE THIS DESIGN INTENTIS ACHIEVED

2 1/

4"

1/2" PLYWOOD

1/2"

3/4"

1 1/

2"

1/32" THK. GMSPOWEDER COATEDMT-01 ON 3/4" X 1/2"HDWD TRIM

EXISTING WALL TO REMAIN

3 1/

2"

NEW PLAM FINISH PL-06 ON 1/2"PLYWOOD.

CEILING TILE & GRID C1

9'-8"CEILING HEIGHT

3/4" X 1" HDWD EDGE TRIM.PAINT FINISH PT-09

3/8"

NEW PLAM FINISH PL-06 ON 1/2" PLYWOOD. 1 LAYER1/2" GYPSUM BOARD 2x4 WOOD STUDS @ 16" O.C.EXTEND STUDS TO U/S OF SUPPORTING STRUCTUREABOVE. GYPSUM BOARD TO EXTEND TO 4" ABOVECEILING.

1"

1 1/

4"

GC TO PROVIDE SHOP DWGSFOR GRID DIMENSION TOENSURE THIS DESIGN INTENTIS ACHIEVED

9'-2"U/S OF BULKHEAD

4"

7'-0"

TILE FINISH TL-08

CEILING TILE & GRID C1

9'-8"CEILING HEIGHT

U/S OF BULKHEAD

TILE FINISH TL-08

NEW PLAM FINISH PL-04ON 1/2" PLYWOOD

1 LAYER 1/2" GYPSUM BOARD (BOTHSIDES) 2x4 WOOD STUDS ON SIDE @ 16"O.C. EXTEND STUDS TO U/S OFSUPPORTING STRUCTURE ABOVE.GYPSUM BOARD TO EXTEND TO 4" ABOVECEILING.

GC TO PROVIDE FRAMING AS NEEDED TOENSURE THE FINAL DIMENSION IS 9-3/4"TO MATCH NEW FURRED OUT WALL.VERIFY EXISTING BULKHEADCONSTRUCTION ON SITE.

PROVIDE SCHLUTER TRIM ASNEEDED AT TILE EDGES ANDTRANSITIONS

9-3/4" NTS

GYPSUM BOARD CEILING ON2x4 WOOD FRAMING. PAINTFINISH PT-09

8'-8"CEILING HEIGHT

NEW PLAM FINISH PL-06 ON1/2" PLYWOOD.

CEILING TILE & GRID C1

9'-8"CEILING HEIGHT

3/4" X 1" HDWD EDGE TRIM.PAINT FINISH PT-09

3/8"

1"

1 1/

4"

GC TO PROVIDE SHOP DWGSFOR GRID DIMENSION TOENSURE THIS DESIGN INTENTIS ACHIEVED

7' - 0"U/S OF BULKHEAD

4"

TILE FINISHTL-03

TILE FINISHTL-03

1 LAYER 1/2" GYPSUM BOARD (BOTHSIDES) 2x4 WOOD STUDS ON SIDE @ 16"O.C. EXTEND STUDS TO U/S OFSUPPORTING STRUCTURE ABOVE.GYPSUM BOARD TO EXTEND TO 4" ABOVECEILING.

PROVIDE SCHLUTER TRIM ASNEEDED AT TILE EDGES ANDTRANSITIONS

3 1/2"

NEW CEILING(TILE OR GYP.BD.)

CEILING TILE & GRID C1

9'-8"CEILING HEIGHT

3/4" X 1" HDWD EDGE TRIM.PAINT FINISH PT-09

3/8"

1 LAYER 1/2" GYPSUM BOARD ON 2x4WOOD STUDS ON SIDE @ 16" O.C. EXTENDSTUDS TO U/S OF SUPPORTINGSTRUCTURE ABOVE. GYPSUM BOARD TOEXTEND TO 4" ABOVE CEILING.PAINT FINISH PT-11.

1"

1 1/

4"

GC TO PROVIDE SHOP DWGS FORGRID DIMENSION TO ENSURE THISDESIGN INTENT IS ACHIEVED

8'-8"U/S OF BULKHEAD

8' - 11"U/S OF BULKHEAD

PAINT FINISH PT-11

PAINT FINISH PT-11

TILE FINISH TL-08. NEW GYPSUMBOARD TO REPLACE EXISTING.PROVIDE PLYWOOD BACKING TOSUPPORT MENUBOARDS.

4'-0" (SITE VERIFY)

GYPSUM BOARD CEILING ON 2x4WOOD FRAMING. PAINT FINISHPT-09

10'-3 1/2"CEILING HEIGHT

TILE FINISH TL-08. NEW GYPSUMBOARD TO REPLACE EXISTING.PROVIDE SCHLUTER TRIM ASNEEDED AT TILE EDGES.

EXISTING BULKHEAD TO REMAIN

6' - 10"U/S OF EXISTING BULKHEAD

(VERIFY EXISTING)

L5

L4

L4

L4

L4

L2 L2 L2

L2L2

L2

L2

L2

L2

L2

L2

L2 L2 L2

L2L2

L2

L2

L2 L2

L2

L4L4L4L4L4 L4

L4L4L4L4L2L2L2L2

L2L2L2

L2 L2

L2L2L2

L2

L2

L2

L2

L2

L2

L2L2

L4

L4

L4

L4

L4

L4

L4

L4

L2L2

L2

L2

L2

L2 L2 L2 L2 L2 L2

L5

L2

L2 L2

L5 L5

L5

L5 L5 L5 L5

L5

L5

L5 L5 L5

L5

L5L5

L5

L5L5L5L5L5

L5L5L5

L5 L5

L5

L5L5

L5

5'-10 1/2"

L5

L5

1'-2

3/4

"

NN

9'-8"GBC

BUG LIGHT

PT-09

LOCATION OF RELOCATED SSBS

C-1

1'-4 3/4" 5'-10 3/4" 3'-10 3/4" 10 1/4" 2'-1" 4'-9 1/4" 2'-1" 1'-8 3/4" 6'-5 1/2" 5'-10 3/4" 5'-8 1/4" 5'-8 1/4" 3'-5 1/4"

1'-8

1/4

"5'

-4 1

/4"

5'-4

1/4

"

3'-1

0 1/

2"

2'-8

"2'

-8"

3'-10 1/4" 4'-5" 14'-6 1/4"

8'-8 3/4" 2'-4 3/4" 3'-7 3/4"2'-4 1/2" 4'-8 1/4" 4'-11" 9'-3 1/2" 2'-6 1/2" 4'-5 1/2" 4'-5 1/2" 2'-6 1/2" 1'-4"5'-2 3/4"

3'-1 1/4" 5'-10 1/4" 2'-2 1/2"

5'-5

1/4

"

3'-9

1/4

"2'

-2"

4'-5

3/4

"6'

-3 3

/4"

3'-7

1/2

"4'

-5 3

/4"

1'-1

0 1/

2"8'

-10

3/4"

11'-1

3/4

"

13'-5

1/2

"1'

-8 1

/4"

13'-1

1 1/

2"1'

-10

3/4"

1'-9

1/4

"

9'-4 3/4" 3'-10 3/4" 3'-11 3/4" 1'-11 1/2" 1'-11 3/4" 1'-11 1/4"

1'-5

"10

1/2

"1'

-8 3

/4"

2'-0 1/4" 5'-10 1/2" 2'-3 1/4"

2'-2

"

11" 10 1/4" 9'-3" 1'-10 3/4"

1'-4 1/2"6 1/2"

8'-1

1 1/

2"8'

-2 1

/2"

4'-1

1"1'

-8 1

/2"

4'-4

"5'

-7"

5'-7

"5'

-7"

2'-3

1/2

"7"

1'-0"

2'-1

0 1/

2"4'

-1"

3'-4

1/4

"

2'-2" 1'-10 1/2" 1'-10 1/4" 1'-10 1/2" 2'-4" 1'-7 1/4"1'-1 1/4"

BOH-1A BOH-1A

BO

H-1

A

30'-1

1/4

"7'

-4 1

/4"

13'-11 3/4" 6'-6 3/4"

2'-7

"5'

-2 3

/4"

5'-8

1/2

"3'

-4"

3'-4

1/4

"3'

-9 1

/2"

1'-0" 1'-0" 3'-2 1/2" 4'-6" 4'-9"

15'-9

1/2

"

3'-1 1/2"

2'-6 1/2" 8'-11" 2'-6 1/2"

2'-1

3/4

"9'

-7 1

/4"

2'-6 1/2" 4'-5 1/2" 4'-5 1/2" 2'-6 1/2"

2'-6 1/2" 8'-11" 2'-6 1/2"

3'-7 3/4" 3'-4 1/4" 3'-4 1/4" 3'-7 1/2"

3'-8 1/2"

23'-1

1 3/

4"

7"

5'-3

1/2

"1'

-0 1

/2"

9 3/4"2'-2"2'-2"

3'-8

3/4

"3'

-8 3

/4"

4'-0" 2'-0 1/4" 11 3/4"

11 3/4"10 1/4"

1'-1 1/2"

10 1/4"4'-1 1/2"

2'-8 1/4"

3 1/

4"10

"2'

-11

3/4"

3'-1

1 1/

2"4'

-9 3

/4"

2'-3

"3'

-8"

2'-8

1/4

"

1'-1

1/4

"6'

-7 3

/4"

6'-7

3/4

"6'

-7 3

/4"

6'-7

3/4

"2'

-6 1

/4"

EQ

EQ

EQ

.E

Q. OR

B

2'-4

1/2

"11

3/4

"3'

-2 3

/4"

11 3

/4"

1'-1

3/4

"

3'-2 1/4" 5'-4 1/4" 5'-4 1/4"

1'-0 1/2"

2'-6 1/4"

7'-11 1/4"2'-8 1/4"4'-1 1/2"

8'-8

3/4

"

10 1

/4" 11

3/4

"10 1

/4"

RE

-US

E E

XIS

TIN

GM

EN

UB

OA

RD

S

NEW TILE FINISH TL-04 ONFACE OF EXISTINGMENUBOARD BULKHEAD.GC TO REMOVE ALLEXISTING FINISHES ANDMAKE READY FOR NEW TILEFINISH AS NEEDED.

NN

8'-8"GBC

PT-09

VEST.101

DINING102

SERVERY104

BOH105

WRM.VEST.

103

WOM.WRM.

106

MENSWRM.

107

NEW FASTFORWARD

108

NN

7'-0"GBB

NN

10'-0"GBC

PT-09

DIR

EC

TIO

N O

FW

OO

D G

RA

IN

START OF GRID

START OF GRID

SOK LOCATION

BUGLIGHT

SOK LOCATION

EXN

9'-8"CT

NN

9'-2"GBB

PL-06

NN

10'-3 1/2"GBB

PT-09

GC TO ENSURENEW CEILINGTO LINE UPWITH EXISTINGMULLION (SITEVERIFY)

3 1/

2"3'

-8"

10'-2"

NN

7'-0"GBB

6"10"

NN

8'-8"GBB

NN

8'-11"GBB

NN

10'-3 1/2"GBC

NN

10'-6 1/2"GBB

NN

10'-3 1/2"CT

PT-11

PT-11

PT-11

PT-11

NN10

'-3 1

/2"

GB

C

EX

EX

6'-1

0"G

BB

CT-2

S S

S

S

S

1'-7 1/4"

9"

NN

10'-0"GBB

5"6'

-2"

11'-2 1/4"

7'-0"

4'-3

"6'

-1"

7'-1

3/4

"6'

-5 3

/4"

7'-0"

REFLECTED CEILINGPLAN & DETAILS

ID-04

AS NOTED

SHEFALI KUMAR

SHEFALI KUMAR

SHEFALI KUMAR

NOTE REFERENCE

ELEVATION NUMBERDRAWING NUMBER

SECTION NUMBERDRAWING NUMBER

DETAIL NUMBERDRAWING NUMBER

1

WALL TYPE

T-4 FINISH TAG

DININGAREA

101

EQUIPMENT NUMBER

ROOM NAME &NUMBER

TOP OF ENTRY BLADE

32'-0" ELEVATION HEIGHT101

DOOR / WINDOW TAG1

EN

10'-10"CT1

W1

01A8.1

01A10.0

01A10.0

SYMBOL LEGEND

DENOTES CEILING TYPE/EXISTING OR NEW

DENOTES CEILING HT./EXISTING OR NEW

1. CEILING TO BE SUPPLIED BY GC.

2. GC TO PROVIDE ADEQUATE SUPPORT IN CEILING TO ACCOMMODATE BULKHEADS AND CEILING TREATMENTS. TIE

BACK TO STRUCTURAL MEMBERS ARE REQUIRED.

3. THE CONTRACTOR TO PREP ALL BULKHEADS COMPLETE WITH RETURN FOR PAINT FINISHES.

4. DIFFUSERS LOCATED IN BULKHEADS (IF ANY) TO BE PAINTED TO MATCH SURROUNDING FINISH.

5. ALL DIMENSIONS TO BE MEASURED AND CONFIRMED ON SITE BY G.C

6. G.C. TO MAINTAIN EXISTING FIRE-RESISTANCE RATING (FRR) WITHIN SITE.

7. CEILING AND LIGHTING TO BE SUPPLIED BY G.C. LIGHTING TO BE INSTALLED BY ELECTRICAL CONTRACTOR.

8. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND AUTHORITIES

HAVING JURISDICTION.

9. THE ELECTRICAL CONTRACTOR TO INSTALL NEW (AS REQUIRED)/RE-INSTALL EXISTING SMOKE DETECTORS,

SPRINKLERS, FIRE HORN, FIRE ALARM BEACON, SPEAKERS, EMERGENCY LIGHTING, EXIT LIGHTS AND ANY OTHER

SERVICES REQUIRED BY LOCAL BUILDING CODES.

10. GC TO PROVIDE POWER TO ALL SPEAKERS. SPEAKERS TO BE CENTERED IN T-BAR.

11. ALL POT LIGHTS IN CEILING TILE TO BE CENTERED UNLESS SPECIFIED OTHERWISE.

12. FOR LIGHTING AND ELECTRICAL INFORMATION, REFER TO ELECTRICAL DRAWINGS.

13. ALL POWER RECEPTACLES TO BE LOCATED 12"-18" A.F.F. UNLESS NOTED OTHERWISE.

14. DASHED LINES DENOTE ELEMENTS ABOVE / BELOW.

15. ALL SPEAKERS TO BE CENTERED ON CEILING TILE AND PAINTED TO MATCH CEILING COLOUR.

GENERAL NOTES - RCP

02ID-04

BULKHEAD DETAIL @ WINDOW SCALE 3" = 1'-0"

03ID-04

BULKHEAD DETAIL @ TILE FINISHSCALE 3" = 1'-0"

04ID-04

CENTRAL BULKHEAD DETAILSCALE 3" = 1'-0"

07ID-04

BULKHEAD DETAIL @ WASHROOM VESTIBULESCALE 3" = 1'-0"

06ID-04

BULKHEAD DETAIL @ SSBSSCALE 3" = 1'-0"

05ID-04

BULKHEAD DETAIL @ FRONT CTR.SCALE 3" = 1'-0"

08ID-04

BULKHEAD DETAIL @ BACK CTR.SCALE 3" = 1'-0"

01ID-04

REFLECTED CEILING PLAN - DINING AREASCALE 1/4" = 1'-0"

INTERIOR DESIGN PACKAGE : ALPHABET

02

ID-04

05

ID-04

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

02

ID-04

03

ID-04

04

ID-04

06

ID-04

07

ID-04

08

ID-04

01

ID-04.1

01

ID-04.1

Page 34: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

CEILING TILE & GRID C1

9'-8"CEILING HEIGHT

3/4" X 1" HDWD EDGE TRIM.PAINT FINISH PT-09

3/8"

1"

1 1/

4"

GC TO PROVIDE SHOP DWGSFOR GRID DIMENSION TOENSURE THIS DESIGN INTENTIS ACHIEVED

NEW 1/2" GYPSUM BOARD.PAINT FINISH PT-09

2x4 WOOD FRAMING TO SUPPORTNEW CEILING AT PLAY PLACEWINDOWS. GC TO ENSURE NEWCEILING TO LINE UP WITH EXISTINGMULLION (SITE VERIFY)

10'-3 1/2"CEILING HEIGHT

2 1/2"

RCP DETAILS &SCHEDULES

ID-04.1

AS NOTED

SHEFALI KUMAR

SHEFALI KUMAR

SHEFALI KUMAR

01ID-04.1

BULKHEAD DETAIL @ RAISED CEILINGSCALE 3" = 1'-0"

FINISH SCHEDULE (CEILING FINISHES) - ALPHABET

CODE SPECIFICATION

4' - 0" x 2' - 0" (1220mm x 610mm)LAY-IN ACOUSTIC CEILING TILE GRID

MANUFACTURER CODE

RAL 7000 MID GREY

SUPPLIER

HERADESIGNSUPERFINE

LOCATION

DINING AREA/CREW LOUNGE

NOTES

LAY-IN GRID PAINTED MATT FINISHTO MATCH CEILING TILE

GREY PAINT CEILINGRAL 7000 -

GREY PAINT COUNTER CEILINGRAL 7038 -

DARK GREY PLASTIC LAMINATE LAMITECHWALL/DOOR/CABINET/BULKHEAD

DARKSTEL 2315 MT -

WOOD VENEER PLASTIC LAMINATE WALL/DOOR/BULKHEADCOUNTRYSIDE OAK 1533 PR ALL VERTICAL WOOD GRAIN

ON WALL

C1

PT9

PT11

PL4

PL6

GENERALCONTRACTOR

GENERALCONTRACTOR

LAMITECH

G.C. TO ORDER LIGHTING FIXTURES FROM WESCO. CONTACT: KEITH ROSE TEL: 1-800-461-0522

SYM. NAME DESCRIPTION RESPON

L2

FITTING: L2 VISOVIS-MCD-2X2700-20-GRLED CHIP: CREE - 2x10W - 120V - 2700KSIZE: 110mm x 200mm CUTOUT: 98mm x 185 mmCOLOR: BLACK INTERIORDRIVER: NON-DIMMINGSURFACE COLOR: GREY/BLACK

C

L4

FITTING: L4 VISOVIS-MCD-2700-10-GRLED CHIP: CREE - 10W - 120V - 2700KSIZE: 90mm x 114mm CUTOUT: 80mm TO 85 mmCOLOR: GREYDRIVER: NON-DIMMINGSURFACE COLOR: GREY

C

L5

FITTING: L5 VISOVIS-MCD-2700-12-GRLED CHIP: CREE - 12W - 120V - 2700KSIZE: 145mm x 145mm x 145mm CUTOUT: 125mm x 125 mmCOLOR: WHITE INTERIORDRIVER: NON-DIMMINGSURFACE COLOR: SILVER

C

- PHILIPS MAGIC TABLE PENDANT C

-

SPUN SHADE PENDANTMCD-VIS-CL011 x 10W LED ARRAY - 2700KNON-DIMMING

C

- YELLOW PENDANT C

BOH-1ATYPE BOH 1A - 2' X 4' TROFFER; 3 T8 LAMPSMANUFACTURER: COOPER LIGHTING - METALUXCAT. # : 2GR8-332A-UNV-EB81-U

C

LIGHTING SCHEDULE

INTERIOR DESIGN PACKAGE : ALPHABET

CT - CEILING TILE & GRID

GBC - GYPSUM BOARD CEILING

GBB - GYPSUM BOARD BULKHEAD

CEILING TYPE LEGEND

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

CEILING INNEW FASTFORWARD

CGC SHEETROCK LAY-INCLIMAPLUS VINYL #3270,WHITE. GRID: DONN DX/DXL.

CT-2 CGC4' - 0" x 2' - 0" (1220mm x 610mm)CEILING TILE & GRID

Page 35: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

G.C. TO PROVIDETRANSITION STRIPAS NEEDED.

G.C. TO PROVIDETRANSITION STRIPAS NEEDED.

START POINTOF FLOORTILE

EQ

.E

Q.

6"

NO WORKREQUIRED

INSIDE MOPCLOSET

REFER TO SHEET ID-07FOR PUBLIC WASHROOM

FINISHES.

REFER TO SHEET ID-07FOR PUBLIC WASHROOM

FINISHES.

TL6 SK1BASE

VEST.101

DINING102

SERVERY104

BOH105

WRM.VEST.

103

WOM.WRM.

106

MENSWRM.

107

NEW FASTFORWARD

108

TL6 SK1BASE

TL6 SK1BASE

TL6 SK1BASE

EXISTINGGRILLE TOREMAIN

G.C. TO PROVIDETRANSITION STRIPAS NEEDED.

LOCATION OFRELOCATED SSBS

T11FLOOR &

BASE

G.C. TOPROVIDETRANSITIONSTRIP ASNEEDED.

G.C. TO PROVIDETRANSITION STRIPAS NEEDED.

ID-104

3ID-10

7ID-10

1ID-10

2ID-10

5ID-10 6

ID-10

8ID-11

9ID-11

ID-1110

11ID-11

ID-1110

12ID-11A

13ID-11A

14ID-11A

15ID-11A

17ID-11A

16ID-11A

18ID-11A

ID-11A19

20

22

23ID11A21

FLOOR FINISHES PLAN

ID-05

1/4" = 1'-0"

01ID-05

FLOOR FINISHES PLANSCALE 1/4" = 1'-0"

CRISTINA FLORES

CRISTINA FLORES

CRISTINA FLORES

FINISH SCHEDULE - ALPHABET

CODE SPECIFICATION MANUFACTURER CODE SUPPLIER LOCATION NOTES

BLACK COMPACT BOARD DINING AREASKIRTINGCINDER 2110 MT -LAMITECH

3' - 0" x 6" (900mm x150mm) WOOD GRAINCERAMIC TILE DINING FLOORCASALGRANDE SERIE NEWOOD,

BEIGE -

SK1

TL6 CASALGRANDE

TOILET PARTITIONS & SCREENSSYSTEM: HIGH PRESSURE LAMINATE (HPL) CLASSICSERIES 1540STALL MODEL: 1542 SERIES, OVERHEAD-BRACEDURINAL MODEL: 1545 SERIES, WALL-HUNGPARTITION COLOUR: D91-60 SLATE GREYHARDWARE FINISH: STAINLESS STEEL; MODEL #1542.63MANUFACTURER: BOBRICKCONTACT: JERRY BABIN OF ALLIED TECHNICAL SERVICES TEL: 1.800.245.1880

8"X8" METROPOLITAN ABRASIVE SERIES BYOLYMPIA TILE COL: STONE GREY. CODE:MT.STONE.GREY.8X8GROUT: BY FLEXTILE "COLOURMAX"NO.685 "CHARCOAL" AND TILE ADHESIVEBY FLEXTILE - 56 SR MORTAR

MATCHING COVE BASE - 4"x8" TO BEINSTALLED AS BASE TILE. GROUT TOMATCH FLOOR TILE.

FAST FORWARDAREA FLOOR &BASE TILE

OLYMPIA TILE -T11 OLYMPIA TILE

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

A. G.C. TO PROVIDE A CLEAN AND SMOOTH SURFACE TO RECEIVE FLOORING FINISHES.

B. ALL SURFACES MUST BE CLEAN, DRY AND FREE OF DIRT, OIL OR OTHER SUBSTANCES

WHICH MAY AFFECT THE ADHESION OF FLOORING.

C. SURFACES MUST BE PROPERLY PREPARED AND SEALED TO THE MANUFACTURER'S

SPECIFICATIONS BY MECHANICAL MEANS.

D. G.C. TO IDENTIFY ALL FLOORING ISSUES (I.E. MOISTURE, LEVELING , SUB FLOOR ETC.)

PRIOR TO ORDERING FLOORING MATERIALS AS THESE ISSUES WILL AFFECT

SPECIFICATIONS OR ADHESIVES AND FINISHES.

E. ALL TILES TO BE SET IN TILE SETTING ADHESIVE AS SPECIFIED IN FINISH SCHEDULE ON

DRAWING A5.0. G.C. TO ENSURE TILE THICKNESS IS COMPENSATED FOR WHEN

THICKNESSES VARY IN TILE TRANSITIONS

F. G.C. TO ENSURE ALL FLOORS SLOPE TO FLOOR DRAINS.

G. WALL SURFACES ACCEPTING VINYL GRAPHICS TO BE PRIMED WITH A SINGLE COAT OF

ZINSSER SHIELD UNIVERSAL WALLCOVERING PRIMER-SEALER OR ROMAN PRO-977 ULTRA

PRIME. ALLOW PRIMER TO CURE FOR 2-3 DAYS PRIOR TO ADHESION. VINYL WALL

GRAPHICS TO BE APPLIED USING ONE OF THE FOLLOWING ADHESIVES:

SHUR STIK 111 CLAY ADHESIVE

SHUR STIK C11 CLEAR ADHESIVE

ROMAN ADHESIVES HEAVY DUTY

CLEAR ADHESIVE PRO-838

WALL FINISHES PLAN GENERAL NOTES GENERAL NOTES

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND

REGULATIONS FOR CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS

AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND

AUTHORITIES HAVING JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT

CONSTRUCTION CONFLICTS AND/OR DELAYS.

6. G.C. TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALL CONSTRUCTION FOR MOUNTING OF

KITCHEN EQUIPMENT. BLOCKING TO BE ALIGNED WITH EXTERIOR FACE OF STUDS. REFER TO KITCHEN

DRAWINGS FOR BLOCKING REQUIRED.

7. G.C. TO PROVIDE 3/4" PLYWOOD BACKING ALIGNED WITH STUD FACE FOR ALL WALL MOUNTING

WASHROOM FIXTURES, GRAB BARS, ETC. REFER TO INTERIOR DRAWINGS FOR DETAILS OF AREAS

REQUIRING BACKING.

8. SPARE.

9. INTERIOR PARTITIONS SHALL BE CONTINUOUS TO UNDERSIDE OF TRUSSES.

10. G.C. TO CAULK ALL DISSIMILAR DIMENSIONS. PROVIDE PRESSURE TREATED BASE PLATE IN ALL BACK

OF HOUSE WALL PARTITIONS ADJACENT TO WASHROOMS, KITCHEN AREA AND STORAGE AREAS.

11. REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINS AND ROUGH-IN LOCATIONS OF WATER

CONNECTIONS.

12. G.C. TO PROVIDE FOR 1/2" PLYWOOD BACKING BEHIND ELECTRICAL PANELS AND COMMUNICATION

BOARD WITHIN THE ELECTRICAL ROOM. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS.

13. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL

FINISHES ORDERED AND/OR PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS

AWARDED TO AVOID DELIVERY ISSUES.

14. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY

ALTERNATIVES; SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON

CHART OUTLINING THE SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT

SUPPLY AGREEMENTS ARE IN PLACE AND SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED

WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.

15. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL

BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE

REMOVAL, INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

INTERIOR DESIGN PACKAGE : ALPHABET

NOTE REFERENCE

ELEVATION NUMBERDRAWING NUMBER

SECTION NUMBERDRAWING NUMBER

DETAIL NUMBERDRAWING NUMBER

1

WALL TYPE

T-4 FINISH TAG

DININGAREA

101

EQUIPMENT NUMBER

ROOM NAME &NUMBER

TOP OF ENTRY BLADE

32'-0" ELEVATION HEIGHT101

DOOR / WINDOW TAG1

EN

10'-10"CT1

W1

01A8.1

01A10.0

01A10.0

SYMBOL LEGEND

DENOTES CEILING TYPE/EXISTING OR NEW

DENOTES CEILING HT./EXISTING OR NEW

Page 36: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

NO WORKREQUIRED

INSIDE MOPCLOSET

REFER TO SHEET _____FOR PUBLIC WASHROOM

FINISHES.

REFER TO SHEET _____FOR PUBLIC WASHROOM

FINISHES.

VEST.101

DINING102

SERVERY104

BOH105

WRM.VEST.

103

WOM.WRM.

106

MENSWRM.

107

NEW FASTFORWARD

108

TL6 SK1BASE

TL6 SK1BASE

EXISTINGGRILLE TOREMAIN

LOCATION OFRELOCATED SSBS

TL3

TL3

PL6 TL3

PL6

TL3 PL6 PL6 TL3 PL6 TL3

PL6

TL3

TL3

PL6

TL3

PL6

PL6

REFER TO DETAIL 6/ID-04 FORBULKHEAD FINISHES.

TL4

PL18

PL6AT COUNTERS

TL4

TL4

RE

FER

TO

DE

TAIL

8/ID

-04

FOR

BU

LKH

EA

D F

INIS

HE

S.

PL4

TL8

PL4

TL8

TL8

PL4 TL8

REFER TO DETAIL 7/ID-04FOR BULKHEAD FINISHES.

PL6

ALL LOW WALLS TOBE CLAD WITH PL6(TYP.)

TL3

ALL LOW WALLS TOBE CLAD WITH PL6(TYP.)

ALL LOW WALLS TOBE CLAD WITH PL6(TYP.)

PL6

ALL LOW WALLS TOBE CLAD WITH PL6(TYP.)

RE

FER

TO

DE

TAIL

1/ID

-04.

1FO

R B

ULK

HE

AD

FIN

ISH

ES

.

REFER TO DETAIL 4/ID-04FOR BULKHEAD FINISHES.

TL3

T9

GR

AP

HIC

TO

BE

CE

NTE

RE

DO

N W

ALL

. R

EFE

R T

OIN

TER

IOR

ELE

VA

TIO

NS

.

GRAPHIC TO BE CENTEREDON WALL. REFER TO

INTERIOR ELEVATIONS.

WALL FINISHES PLAN

ID-06

A. G.C. TO PROVIDE A CLEAN AND SMOOTH SURFACE TO RECEIVE FLOORING FINISHES.

B. ALL SURFACES MUST BE CLEAN, DRY AND FREE OF DIRT, OIL OR OTHER SUBSTANCES

WHICH MAY AFFECT THE ADHESION OF FLOORING.

C. SURFACES MUST BE PROPERLY PREPARED AND SEALED TO THE MANUFACTURER'S

SPECIFICATIONS BY MECHANICAL MEANS.

D. G.C. TO IDENTIFY ALL FLOORING ISSUES (I.E. MOISTURE, LEVELING , SUB FLOOR ETC.)

PRIOR TO ORDERING FLOORING MATERIALS AS THESE ISSUES WILL AFFECT

SPECIFICATIONS OR ADHESIVES AND FINISHES.

E. ALL TILES TO BE SET IN TILE SETTING ADHESIVE AS SPECIFIED IN FINISH SCHEDULE ON

DRAWING A5.0. G.C. TO ENSURE TILE THICKNESS IS COMPENSATED FOR WHEN

THICKNESSES VARY IN TILE TRANSITIONS

F. G.C. TO ENSURE ALL FLOORS SLOPE TO FLOOR DRAINS.

G. WALL SURFACES ACCEPTING VINYL GRAPHICS TO BE PRIMED WITH A SINGLE COAT OF

ZINSSER SHIELD UNIVERSAL WALLCOVERING PRIMER-SEALER OR ROMAN PRO-977 ULTRA

PRIME. ALLOW PRIMER TO CURE FOR 2-3 DAYS PRIOR TO ADHESION. VINYL WALL

GRAPHICS TO BE APPLIED USING ONE OF THE FOLLOWING ADHESIVES:

SHUR STIK 111 CLAY ADHESIVE

SHUR STIK C11 CLEAR ADHESIVE

ROMAN ADHESIVES HEAVY DUTY

CLEAR ADHESIVE PRO-838

WALL FINISHES PLAN GENERAL NOTES GENERAL NOTES

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND

REGULATIONS FOR CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS

AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND

AUTHORITIES HAVING JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT

CONSTRUCTION CONFLICTS AND/OR DELAYS.

6. G.C. TO PROVIDE AND INSTALL WOOD BLOCKING WITHIN WALL CONSTRUCTION FOR MOUNTING OF

KITCHEN EQUIPMENT. BLOCKING TO BE ALIGNED WITH EXTERIOR FACE OF STUDS. REFER TO KITCHEN

DRAWINGS FOR BLOCKING REQUIRED.

7. G.C. TO PROVIDE 3/4" PLYWOOD BACKING ALIGNED WITH STUD FACE FOR ALL WALL MOUNTING

WASHROOM FIXTURES, GRAB BARS, ETC. REFER TO INTERIOR DRAWINGS FOR DETAILS OF AREAS

REQUIRING BACKING.

8. SPARE.

9. INTERIOR PARTITIONS SHALL BE CONTINUOUS TO UNDERSIDE OF TRUSSES.

10. G.C. TO CAULK ALL DISSIMILAR DIMENSIONS. PROVIDE PRESSURE TREATED BASE PLATE IN ALL BACK

OF HOUSE WALL PARTITIONS ADJACENT TO WASHROOMS, KITCHEN AREA AND STORAGE AREAS.

11. REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINS AND ROUGH-IN LOCATIONS OF WATER

CONNECTIONS.

12. G.C. TO PROVIDE FOR 1/2" PLYWOOD BACKING BEHIND ELECTRICAL PANELS AND COMMUNICATION

BOARD WITHIN THE ELECTRICAL ROOM. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS.

13. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL

FINISHES ORDERED AND/OR PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS

AWARDED TO AVOID DELIVERY ISSUES.

14. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY

ALTERNATIVES; SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON

CHART OUTLINING THE SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT

SUPPLY AGREEMENTS ARE IN PLACE AND SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED

WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.

15. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL

BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE

REMOVAL, INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

01ID-06

WALL FINISHES PLANSCALE 1/4" = 1'-0"

1/4" = 1'-0"

CRISTINA FLORES

CRISTINA FLORES

CRISTINA FLORES

FINISH SCHEDULE - ALPHABET

CODE SPECIFICATION MANUFACTURER CODE SUPPLIER LOCATION NOTES

GREY PAINT COUNTER CEILINGRAL 7038 -

DARK GREY PLASTIC LAMINATE LAMITECH WALL/DOOR/CABINETDARKSTEL 2315 MT -

WOOD VENEER PLASTIC LAMINATE WALL/DOORCOUNTRYSIDE OAK 1533 PR ALL VERTICAL WOOD GRAINON WALL

DARK GREY POWDER COATED STEEL DOOR FRAMERAL 7022 -

6" x 6" (150mm x150mm) WHITE CERAMICGLOSSY TILE DINING WALLVILLEROY + BOCH, UNIT TWO,

COLOUR TW03 BLACK GROUT 1.5mmVILLEROY +BOCH

1' - 0" x 3 1/2" (300mm x 90mm) DARK GREYCERAMIC TILE

COUNTERBACK WALL

CASALGRANDE SPAZIOANTHRAZIT -

DINING WALLCASALGRANDE SPAZIOANTHRAZIT & CASALGRANDEMETEOR NERO

DARK GREY GROUT3mm WIDE JOINTS

PT11

PL4

PL6

MT12

TL3

TL4

TL8

GENERALCONTRACTOR

GENERALCONTRACTOR

LAMITECH

1' - 0" x 3 1/2" (300mm x 90mm) GREY MIXCERAMIC TILE

CASALGRANDE

CASALGRANDE

INTERIOR DESIGN PACKAGE : ALPHABET

NOTE REFERENCE

ELEVATION NUMBERDRAWING NUMBER

SECTION NUMBERDRAWING NUMBER

DETAIL NUMBERDRAWING NUMBER

1

WALL TYPE

T-4 FINISH TAG

DININGAREA

101

EQUIPMENT NUMBER

ROOM NAME &NUMBER

TOP OF ENTRY BLADE

32'-0" ELEVATION HEIGHT101

DOOR / WINDOW TAG1

EN

10'-10"CT1

W1

01A8.1

01A10.0

01A10.0

SYMBOL LEGEND

DENOTES CEILING TYPE/EXISTING OR NEW

DENOTES CEILING HT./EXISTING OR NEW

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

FAST FORWARDAREA WALLSOYLMPIA TILE -T9

4" X 16" COLOUR AND DIMENSIONS SERIESCERAMIC TILECOL: ARCTIC WHITE. FINISH: BRIGHT.CODE# QT.CD.ARW.0416.BR. CONTACT:DEANNA MALONEY 416-785-9555 EXT 395.GROUT BY FLEXTILE NO. 656 BEACH BUFFAND GROUT SEALER BY FLEXTILE #49. TILESETTING ADHESIVE - FLEXTILE DUOFLEX 90

OLYMPIA TILE

Page 37: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

G.C. TO REMOVE AND REPLACEEXISTING TOILET PARTITIONS,

FIXTURES, ACCESSORIES, FINISHES,CEILING, LIGHTING, SPEAKER & HVAC.

NO WORKREQUIRED

INSIDE MOPCLOSET

EXISTING DOORS, GLASS PANEL &FRAMES TO REMAIN. G.C. TO REMOVE &REPLACE LAMINATE FINISH & HARDWARE.FRAMES TO BE REPAINTED. REFER TODOOR SCHEDULE ON SHEET ID-02.

EXISTING DOORS, GLASSPANEL & FRAMES TOREMAIN. G.C. TO REMOVE &REPLACE LAMINATE FINISH& HARDWARE. FRAMES TOBE REPAINTED. REFER TODOOR SCHEDULE ON SHEETID-02.

G.C. TO REMOVE AND REPLACEEXISTING TOILET PARTITIONS,

FIXTURES, ACCESSORIES, FINISHES,CEILING, LIGHTING, SPEAKER & HVAC.

WOM.WRM

106

WRM.VEST.

103

MENSWRM.

107

NEW PATTISON'SYMBOL E' SIGNON DOOR

2

2a

3

3

4

5TYP.

6TYP.

7

19TYP.

1321

21a 12

NO WORKREQUIRED

INSIDE MOPCLOSET

FOR WALL TYPE SCHEDULE, REFER TOSHEET ID-02. FOR WASHROOM ACCESSORIESSCHEDULE, REFER TO SHEET ID-09.

ALL NEW TOILET PARTITIONS& FIXTURES TO BE INSTALLED

AT EXISTING LOCATIONS.

BARRIER-FREE TOILET.REFER TO DETAILS

1/ID-09 & 2/ID-09.

4

6

6TYP.

1

15

10 16

CR1

VANITY, SINK, FAUCET &MIRROR BY G.C. REFER TODETAIL5 3/ID-09 & 5/ID-09.

9

78

9

7

81

2'-0"

LC

2'-0" 2'-8 3/4"

LC LC

D7

NEW PATTISON'SYMBOL B' SIGNON DOOR

D5

D6

1'-2

"

LC

2a

4

5TYP.

6TYP.

7

19TYP.

21a 12

ALL NEW TOILET PARTITIONS& FIXTURES TO BE INSTALLED

AT EXISTING LOCATIONS.

BARRIER-FREE TOILET.REFER TO DETAILS

1/ID-09 & 2/ID-09.

41'-2

"

LC

1

15

10 16

CR1

VANITY, SINK, FAUCET &MIRROR BY G.C. REFER TODETAIL5 3/ID-09 & 5/ID-09.

NEW PATTISON'SYMBOL A' SIGNON DOOR

6

14202223

2'-0" 2'-0" 2'-9 1/8"LC LC LC

WOM.WRM

106

WRM.VEST.

103

MENSWRM.

107

8

18

HAND DRYER TOBE CENTERED

ONTO TILE FINISH.

NO WORKREQUIRED

INSIDE MOPCLOSET

FOR TYPE OF LIGHTINGSCHEDULE, REFER TOSHEET ID-04 ANDELECTRICAL DRAWINGS.

L5L5

L5

L5

L5

L5

L5L5

L5

L2

L2

2'-2 1/8"2'-2 1/8"

3'-8

3/4

"3'

-8 3

/4" BUG

LIGHT

NN

9'-0"GBC

NN

7-0"GBB

PT1

S

1'-9 1/8" 6'-0 3/8" 1'-6 1/2" 2'-11 5/8" 1'-9 1/8"LC LC LC LC

2'-2

"2'

-9 1

/4"

3'-3

"

LC

LC

3'-9

"1'

-0 1

/8"

1'-5 7/8"

LC

LC

WOM.WRM

106

PT9

NN

9'-0"GBC

WRM.VEST.

103

MENSWRM.

107

NN

9'-0"GBC

PT1

1'-5 7/8"

LC

LC

S

1'-5 7/8"LC

1'-0

1/4

"3'

-8 3

/8"

2'-2

1/4

"

LC

LC

1'-9 3/8" 6'-0 3/8" 1'-6 1/2" 2'-11 5/8" 1'-6 3/8"LC LC LC LC

3'-2

3/8

"2'

-9 1

/8"

LC

LC

1'-6 1/8" LC

2'-9

5/8

"

3'-0 5/8"

1'-6 1/8"LC

LC

LC

2'-1

0 1/

2"

LC

1'-6 1/8"LC

G.C. TO PROVIDETRANSITION STRIP

AS NEEDED. START POINTOF FLOOR TILE(CENTERLINEOF DOOR)

NO WORKREQUIRED

INSIDE MOPCLOSET

TL21

3

2

5

7

8ID-086

ID-08 4

WOM.WRM

106

WRM.VEST.

103

MENSWRM.

107

TL2

EQ. EQ.

G.C. TO PROVIDETRANSITION STRIP

AS NEEDED.

START POINTOF FLOOR TILE(CENTERLINEOF DOOR)

EQ. EQ.

NO WORKREQUIRED

INSIDE MOPCLOSET

WOM.WRM

106

WRM.VEST.

103

MENSWRM.

107

4" HIGH BASETL2TL1

G.C. TO ALIGN WALL &FLOOR TILES FRAME

DOOR

M12 PL4

FRAME

DOOR

M12 PL4

FRAME

DOOR

M12 PL4

4" HIGH BASETL2TL1

G.C. TO ALIGN WALL &FLOOR TILES

ID-07

3/8" = 1'-0"

CRISTINA FLORES

N/A

PUBLIC WASHROOMDETAILED PLANS,

SCHEDULES & NOTES

CRISTINA FLORES

11D-07

PUBLIC WASHROOMS - DEMOLITION PLANSCALE 3/8" = 1'-0"

2ID-07

PUBLIC WASHROOMS - FLOOR / EQUIPMENT PLANSCALE 3/8" = 1'-0"

3ID-07

PUBLIC WASHROOMS - REFLECTED CEILING PLANSCALE 3/8" = 1'-0"

4ID-07

PUBLIC WASHROOMS - FLOOR FINISHES PLAN SCALE 3/8" = 1'-0"

5ID-07

PUBLIC WASHROOMS - WALL FINISHES PLAN SCALE 3/8" = 1'-0"

INTERIOR DESIGN PACKAGE : ALPHABET

NOTE REFERENCE

ELEVATION NUMBERDRAWING NUMBER

SECTION NUMBERDRAWING NUMBER

DETAIL NUMBERDRAWING NUMBER

1

WALL TYPE

T-4 FINISH TAG

DININGAREA

101

EQUIPMENT NUMBER

ROOM NAME &NUMBER

TOP OF ENTRY BLADE

32'-0" ELEVATION HEIGHT101

DOOR / WINDOW TAG1

EN

10'-10"CT1

W1

01A8.1

01A10.0

01A10.0

SYMBOL LEGEND

DENOTES CEILING TYPE/EXISTING OR NEW

DENOTES CEILING HT./EXISTING OR NEW

GENERAL NOTES

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND

REGULATIONS FOR CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS

AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND

AUTHORITIES HAVING JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT

CONSTRUCTION CONFLICTS AND/OR DELAYS.

6. SPARE.

7. G.C. TO PROVIDE 3/4" PLYWOOD BACKING ALIGNED WITH STUD FACE FOR ALL WALL MOUNTING

WASHROOM FIXTURES, GRAB BARS, ETC. REFER TO INTERIOR DRAWINGS FOR DETAILS OF AREAS

REQUIRING BACKING.

8. SPARE.

9. INTERIOR PARTITIONS SHALL BE CONTINUOUS TO UNDERSIDE OF TRUSSES.

10. G.C. TO CAULK ALL DISSIMILAR DIMENSIONS. PROVIDE PRESSURE TREATED BASE PLATE IN ALL WALL

PARTITIONS.

11. REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINS AND ROUGH-IN LOCATIONS OF WATER

CONNECTIONS.

12. SPARE.

13. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL

FINISHES ORDERED AND/OR PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS

AWARDED TO AVOID DELIVERY ISSUES.

14. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY

ALTERNATIVES; SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON

CHART OUTLINING THE SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT

SUPPLY AGREEMENTS ARE IN PLACE AND SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED

WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.

15. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL

BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE

REMOVAL, INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

16. ALL WALL ASSEMBLIES TO BE COMPLETELY REMEDIED OF ANY ASSOCIATED MOLD THROUGHOUT

ENTIRE BUILDING. ALL FRAMING AND DRYWALL AFFECTED BY MOLD IS TO BE PROPERLY

EXAMINED/REMOVED AND REFINISHED WITH NEW PRIOR TO FINISHES BEING APPLIED. CO-ORDINATE

WITH P.M. AND MOLD REMEDIATION CONSULTANTS FOR DETAILS AND DIRECTIONS.

17. THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE DURING THE TENDERING AND

COMPLETELY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, NO EXTRA WILL BE CONSIDERED

FOR WORK REQUIRED TO MAKE GOOD AND PROVIDE COMPLETE JOB.

18. CPM TO CONFIRM STAGING AREA (FOR SUPPLIES, EQUIPMENT, DISPOSAL BINS AND TRADE PARKING)

AVAILABLE TO THE CONTRACTOR DURING CONSTRUCTION.

19. ALL DIMENSIONS TO BE MEASURED AND CONFIRMED ON SITE BY G.C.

20. CEILING TO BE SUPPLIED BY G.C.

21. DIFFUSERS TO BE PAINTED TO MATCH SURROUNDING FINISH.

22. G.C. TO MAINTAIN EXISTING FIRE-RESISTANCE RATING (FRR) WITHIN SITE.

23. CEILING AND LIGHTING TO BE SUPPLIED BY G.C. LIGHTING TO BE INSTALLED BY ELECTRICAL

CONTRACTOR.

24. THE ELECTRICAL CONTRACTOR TO INSTALL NEW (AS REQUIRED) / RE-INSTALL EXISTING SMOKE

DETECTORS, SPRINKLERS, FIRE HORN, FIRE ALARM BEACON, SPEAKERS, EMERGENCY LIGHTING, EXIT

LIGHTS AND ANY OTHER SERVICES REQUIRED BY LOCAL BUILDING CODES.

25. G.C. TO PROVIDE POWER TO ALL SPEAKERS.

26. FOR LIGHTING AND ELECTRICAL INFORMATION, REFER TO REFLECTED CEILING PLAN AND ELECTRICAL

DRAWINGS.

27. GENERAL CONTRACTOR TO PROVIDE A CLEAN AND SMOOTH SURFACE TO RECEIVE NEW FLOOR

FINISH.

28. ALL SURFACES MUST BE CLEAN, DRY AND FREE OF DIRT, OIL OR OTHER SUBSTANCES WHICH MAY

AFFECT THE ADHESION OF NEW FLOOR FINISH.

29. ALL SURFACES MUST BE PROPERLY PREPARED AND SEALED TO THE MANUFACTURER'S

SPECIFICATIONS BY MECHANICAL MEANS.

30. G.C. TO IDENTIFY ALL FLOORING ISSUES (I.E. MOISTURE, LEVELING , SUB FLOOR ETC.) PRIOR TO

ORDERING NEW FLOORING MATERIALS AS THESE ISSUES WILL AFFECT SPECIFICATIONS OR

ADHESIVES AND FINISHES.

31. ALL TILES TO BE SET IN TILE SETTING ADHESIVE AS SPECIFIED IN FINISH SCHEDULE. G.C. TO ENSURE

TILE THICKNESS IS COMPENSATED FOR WHEN THICKNESS VARY IN TILE TRANSITIONS.GBC - GYPSUM BOARD CEILING

GBB - GYPSUM BOARD BULKHEAD

CEILING TYPE LEGEND

FINISH SCHEDULE - ALPHABET

CODE SPECIFICATION MANUFACTURER CODE SUPPLIER LOCATION NOTES

OFF WHITE PAINT CEILINGRAL 9010 -

DARK GREY PLASTIC LAMINATE LAMITECH WALL/DOOR/CABINETDARKSTEL 2315 MT -

DARK GREY POWDER COATED STEEL DOOR FRAMERAL 7022 -

1' - 0" x 2' - 0" (300mm x 600mm) MEDIUM GREYCERAMIC TILE TOILET WALLCASALGRANDE SPAZIO GRIGIO -CASALGRANDE

CASALGRANDE METEOR NERO -

TOP COUNTER ACRYLIC MAIN COUNTERCORIAN CAMEO WHITE -CORIAN

PT1

PL4

MT12

TL1

TL2

CR1

GENERALCONTRACTOR

GENERALCONTRACTOR

1' - 0" x 2' - 0" (300mm x 600mm) DARK GREYCERAMIC TILE CASALGRANDE

TOILET PARTITIONS & SCREENSSYSTEM: HIGH PRESSURE LAMINATE (HPL) CLASSICSERIES 1540STALL MODEL: 1542 SERIES, OVERHEAD-BRACEDURINAL MODEL: 1545 SERIES, WALL-HUNGPARTITION COLOUR: D91-60 SLATE GREYHARDWARE FINISH: STAINLESS STEEL; MODEL #1542.63MANUFACTURER: BOBRICKCONTACT: JERRY BABIN OF ALLIED TECHNICAL SERVICES TEL: 1.800.245.1880

TOILET/CREW LOUNGEFLOOR & SKIRTING

1. G.C. TO PROPERLY FASTEN GARBAGE UNIT TO STUD SUPPORTS.

2. SPARE.

3. SPARE.

4. G.C. TO SUPPLY STUD SUPPORT FOR BABY CHANGE TABLES. G.C. TO PROVIDE 3/4" PLYWOOD BACKING

AND/OR BLOCKING AS PER MANUFACTURER'S INSTRUCTIONS.

5. SPARE.

6. NEW DOOR LAMINATE FINISH AND EXISTING DOOR FRAMES TO BE PAINTED. REFER TO DOOR

SCHEDULE FOR DETAILS.

7. G.C. TO ENSURE HAND DRYERS ARE CENTERED ON TILE FINISH.

8. G.C. TO PROVIDE POWER DOOR OPERATOR & PUSH BUTTON. PUSH BUTTON TO BE INSTALLED IN

ACCORDANCE WITH LOCAL JURISDICTION. DIMENSIONS SHOWN ARE A GUIDELINE. PUSH BUTTON TO BE

INSTALLED ON BOTH SIDES OF DOORS.

WASHROOM NOTES

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

Page 38: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

5TYP.

TL1WALL FINISHCEILING FINISH PT1

9'-0

"

4"8'

-8"

4" HIGHBASETL2FLOOR

FINISH

8

7

9

8 TL2

6

4

7

1

9'-0

"

8'-8

"4"

TL1WALL FINISHCEILING FINISH PT1

4" HIGHBASETL2TL2FLOOR

FINISH

5

10

CR1

16

15

9

8

7

1

8

5TYP.

TL1WALL FINISHCEILING FINISH PT1

9'-0

"

4"8'

-8"

4" HIGHBASETL2FLOOR

FINISH

1

8

7

9

8TL2

6

4

7

2ID-09

19

12 2a

TL1WALL FINISHCEILING FINISH PT1

TL2FLOORFINISH

4" HIGHBASE

9'-0

"

4"8'

-8"

4

21a

7

4

7

TL2

SIM.

PL4

TL2FLOORFINISH

D7

1

10

16

15 5

20

23

4

2a

21a

19

9'-0

"

4"8'

-8"

CEILING FINISH PT1 TL1 WALL FINISH

4" HIGHBASE

14

22

TYP.

12

TL2CR1

MT12

SIM.

1ID-09

7

MT3

19

122a

9'-0

"

4"8'

-8"

4

21a

7

4

7

TL1WALL FINISHCEILING FINISH PT1

4" HIGHBASETL2TL2FLOOR

FINISH

2ID-09

SIM.

PL4

D7

1

10

16

15

5

4

2a

21a

19

9'-0

"

4"8'

-8"

TYP.

12

CR1

MT12

7

TL2FLOORFINISH

4" HIGHBASETL2

TL1WALL FINISH CEILING FINISH PT1

6

2113

SIM.

1ID-09

MT3

5

10

CR1

16

15

9

8

7

1

8

4" HIGHBASETL2TL2FLOOR

FINISH

CEILING FINISH PT1

9'-0

"

8'-8

"4"

TL1WALL FINISH

ID-08

3/8" = 1'-0"

CRISTINA FLORES

N/A

PUBLIC WASHROOMELEVATIONS

CRISTINA FLORES

5ID-08

WOMEN'S WASHROOM ELEVATIONSCALE 3/8" = 1'-0"

1. G.C. TO PROPERLY FASTEN GARBAGE UNIT TO STUD SUPPORTS.

2. SPARE.

3. SPARE.

4. G.C. TO SUPPLY STUD SUPPORT FOR BABY CHANGE TABLES. G.C. TO PROVIDE 3/4" PLYWOOD BACKING

AND/OR BLOCKING AS PER MANUFACTURER'S INSTRUCTIONS.

5. SPARE.

6. NEW DOOR LAMINATE FINISH AND EXISTING DOOR FRAMES TO BE PAINTED. REFER TO DOOR

SCHEDULE FOR DETAILS.

7. G.C. TO ENSURE HAND DRYERS ARE CENTERED ON TILE FINISH.

8. G.C. TO PROVIDE POWER DOOR OPERATOR & PUSH BUTTON. PUSH BUTTON TO BE INSTALLED IN

ACCORDANCE WITH LOCAL JURISDICTION. DIMENSIONS SHOWN ARE A GUIDELINE. PUSH BUTTON TO BE

INSTALLED ON BOTH SIDES OF DOORS.

WASHROOM NOTES

1ID-08

MEN'S WASHROOM ELEVATIONSCALE 3/8" = 1'-0"

6ID-08

WOMEN'S WASHROOM ELEVATIONSCALE 3/8" = 1'-0"

2ID-08

MEN'S WASHROOM ELEVATIONSCALE 3/8" = 1'-0"

7ID-08

WOMEN'S WASHROOM ELEVATIONSCALE 3/8" = 1'-0"

3ID-08

MEN'S WASHROOM ELEVATIONSCALE 3/8" = 1'-0"

8ID-08

WOMEN'S WASHROOM ELEVATIONSCALE 3/8" = 1'-0"

4ID-08

MEN'S WASHROOM ELEVATIONSCALE 3/8" = 1'-0"

INTERIOR DESIGN PACKAGE : ALPHABET

NOTE REFERENCE

ELEVATION NUMBERDRAWING NUMBER

SECTION NUMBERDRAWING NUMBER

DETAIL NUMBERDRAWING NUMBER

1

WALL TYPE

T-4 FINISH TAG

DININGAREA

101

EQUIPMENT NUMBER

ROOM NAME &NUMBER

TOP OF ENTRY BLADE

32'-0" ELEVATION HEIGHT101

DOOR / WINDOW TAG1

EN

10'-10"CT1

W1

01A8.1

01A10.0

01A10.0

SYMBOL LEGEND

DENOTES CEILING TYPE/EXISTING OR NEW

DENOTES CEILING HT./EXISTING OR NEW

03

ID-09

03

ID-09

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

Page 39: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

1"

TILE FINISH AS PERCONCEPT

STEEL SUPPORT - RAKKS EHSERIES, MODEL # EH-1818

2"1/4"

3/4" MARINEGRADE PLYWOOD 2"

1/4"

COUNTER TOPFINISH

1/4" THICK TEMPERED GLASS MIRRORSUPPLIED AND INSTALLED BY G.C. TOAPPLY MIRROR TO WALL WITH HEAVY DUTYMIRROR MASTIC. G.C. TO FOLLOWMANUFACTURER'S DIRECTIONS

CRL BRIGHT ANODIZED 1/4" STANDARDALUMINUM "J" CHANNEL BY C.R. LAURENCEMODEL # D636BA G.C. TO CUT CHANNELONSITE TO 2'-6" (FULL WIDTH OF THE MIRROR)AND FASTEN TO WALL MECHANICALLY

TOILET TISSUEDISPENSER (NON

B/F ONLY)

LIQUIDSOAP

DISPENSER

3'-4

" MA

X

POWERDOOR

OPERATOR

4'-0

" MA

X

COATHOOK

BABYCHANGE

TABLE

2'-1

1 1/

2"2'

-3"

1'-10"

2'-9

"V

ER

IFY

ON

SIT

E

2'-6"

MIRRORAND SINK

3'-1

1" M

AX

HANDDRYER

2'-1

1" M

AX

WASTERECEPTACLE

3'-1

1 1/

4"

2'-0

" MIN

2'-6

" MA

X

ADULTCHANGE

TABLE

1'-0

" MIN

TO 3

'-2" M

AX

1'-4

1/2

"

3'-3

"

1'-3"

1'-0

"

URINAL w/GRAB BARS

CL

1'-3"

3'-6

" MA

X

STAINLESSSTEELSHELF

2'-9

" HO

LD

3'-3

"

2'-0"

WR MIRROR &WALL HUNG SINK

CL4'-2

1/2

"

UNIVERSAL WASHROOM / BARRIER FREE STALL DETAIL

112" DIA. HORIZONTAL

GRAB BAR 1 1/4"D TO 1 1/2"D(30mm TO 40mm)

2"

NAPKINS DISPOSAL(8"W x 11"HT. 5"D)

TOILET TISSUE DISPENSERLOCATION(6.125"W x 5.725"D. 11"H)

1'-0

" STE

M

FINISHED FACE OF WALL

CONTINUOUS L-SHAPED GRAB BARWITH 30" (750mm) LONGHORIZONTAL AND VERTICALCOMPONENTS AND 1 1/2" DIA.

NOTE:

ENSURE A MINIMUM CLEARANCE OF 35mm BEHINDGRAB BARS.GENERAL CONTRACTOR TO PROVIDE HANDLES ATBARRIER FREE STALLS (BOTH SIDES).

SPEC. FOR WALL- MOUNTFLUSHOMETER

2'-0" MIN.

EQ EQ

CENTRE LINE OF AUTO-FLUSH

SENSOR.

CL

BACK REST

PROVIDE BLOCKING IN BETWEENSTUDS TO SUPPORT GRAB BARS &WASHROOM ACCESSORIES

2'-6" CRITICAL750mm

3'-0

" (92

0mm

) MA

X O

.C.

2'-9

" (84

0mm

) MIN

O.C

.

1'-4

" - 1

'-6" M

AX

400-

460m

m

2'-6

"75

0mm

2'-6

"75

0mm

2'-4

"

6"

1'-0" MAX300mm

2'-0

" MA

X60

0mm

3'-0

" (92

0mm

) MA

X O

.C.

2'-9

" (84

0mm

) MIN

O.C

.

1'-4

" - 1

'-6" M

AX

400-

460m

m1'

-8" -

2'-0

"51

0 - 6

10m

m

1'-6"460mm

1'-6"460mm

G.C. TO REINFORCE COUNTER SINK TO WALLS.PROVIDE ADDITIONAL BLOCKING AS REQUIRED.

2'-5

"

1"

1'-6

" +/-

1'-1"

G.C. TO PROVIDE PAINTED ( TO MATCH TILE) RAKKSEH SERIES EH-1818 STEEL BRACKETS FOR VANITYWITH BLOCKING SUPPORT (LOCATED BEHINDMIRROR). G.C. TO INSTALL AS PER MANUFACTUREINSTRUCTIONS.

2'-3

"

4"

LINE OF BULKHEAD/ CEILING

VA

RIE

S ~

SE

E E

LEV

ATI

ON

S F

OR

CE

ILIN

G H

T.

2'-9

"

POWER TO BE PROVIDED TO HARDWIREAUTOMATIC FAUCET AS REQ'D.

MIR

RO

R S

IZE

(VE

RIF

Y O

N S

ITE

)

*THE G.C. TO ENSURE BRACKETS ARE INSTALLEDTO SUPPORT COUNTER TO ALLOW FOR 1" GAP ATWALL FOR SPILL-OVER FROM FAUCET

1'-11"

1'-1

1/2

"

1/2" CEMENT BOARDTILE FINISH

COUNTER TOP FINISH

G.C. TO GENEROUSLY APPLY HEAVY DUTYMIRROR MASTIC FROM TOP TO BOTTOM BEHINDMIRROR FOR SUPPORT. G.C. TO FOLLOWMANUFACTURE'S DIRECTIONS

1/4" THICK TEMPERED GLASS MIRRORSUPPLIED AND INSTALLED BY G.C.

TILE TO CONTINUE BEHIND MIRROR

CR1

5ID-09

LIQUID SOAPDISPENSER

WASHROOM ACCESSORIES SCHEDULEDESCRIPTIONITEM # MANUFACTURER MODEL NO. SUPPLIER QUANTITY

ECOLAB 05200-048 BROWER 2

TOILET TISSUEDISPENSER

MARTIN BROWER15.6"x8.4"x5.2"

SUPPLIED AND INSTALLED BY G.C.TOILET PAPER FROM MARTIN BROWER WRIN # 0585-068CONTACT: H&K AT 905-695-0440

STAINLESSSTEEL #09615

H & K

BROWER

NAPKINSDISPOSAL

BOBRICK SUPPLIED AND INSTALLED BY G.C. SURFACE MOUNTEDCONTACT: JERRY BABIN OF ALLIED TECHNICAL SALES AT1-800-245-1880

B-270ALLIED

TECHNICALSALES

GRAB BARS(TOILET)

BOBRICK GRAB BARS FOR PEENED FINISH. SUPPLIED ANDINSTALLED BY G.C. AS PER DETAILCONTACT: JERRY BABIN OF ALLIED TECHNICAL SALES AT1-800-245-1880

B-6806.99 (24")

30"x30"90˚ 816722GENERAL

CONTRACTOR

COAT HOOKS BOBRICK SUPPLIED AND INSTALLED BY G.C.CONTACT: JERRY BABIN OF ALLIED TECHNICAL SALES AT1-800-245-1880

B-76717 GENERALCONTRACTOR

BABY CHANGESTATION

KOALA KARE BABY CHANGING STATION SUPPLIED AND INSTALLED BYG.C. IN ACCORDANCE WITH MANUFACTURER'SINSTALLATION INSTRUCTION.PROVIDE NECESSARYBLOCKING AS PER DETAIL A12 AND MANUFACTURER'SINSTRUCTIONS. CONTACT: GLEN DAVIS AT 1-800-315-6252

K.B.C.SPECIALITYPRODUCTS

VERTICAL TYPEKB101-00 CREAM

WASTERECEPTACLE

BOBRICK SUPPLIED AND INSTALLED BY G.C. AS PER DETAILSCONTACT: JERRY BABIN OF ALLIED TECHNICAL SALES AT1-800-245-1880

B-277 SURFACEMTD W/ LINERMATE

GENERALCONTRACTOR

HAND DRYER COMACSUPPLIED AND INSTALLED BY G.C. AS PER DETAILSORDER MUST BE PLACED THROUGH WESCO.CONTACT: KEITH ROSE, 1-800-461-0522, [email protected]

C-2001000002BU-UC STEEL1450W - 115/208/230V AC-50/60Hz

WESCO

MIRROR MILLWORKER SUPPLIED AND INSTALLED BY G.C. (A.C. = ABOVECOUNTER) AS PER DETAILS

GENERALCONTRACTORCUSTOM

BARRIER FREETOILET

AMERICANSTANDARD MADERA

ELONGATED 4.8L

PLUMBINGCONTRACTOR

REFER TOMECHANICALDRAWINGS

TOILETPLUMBING

CONTRACTOR

URINAL

SINK FRANKE OV1317U/5

ELECTRONICFAUCET

DELTA591T0250

FLUSH VALVE(AUTO)

DELTA81T201-WMSHW

URINALFLUSH VALVE

DELTA

REFER TOMECHANICALDRAWINGS

REFER TOMECHANICALDRAWINGS

REFER TOMECHANICALDRAWINGS

REFER TOMECHANICALDRAWINGS

REFER TOMECHANICALDRAWINGS

AMERICANSTANDARD MADERA

ELONGATED 4.8L

AMERICANSTANDARD WASH

BROOK FLOWISE 0.5

PLUMBINGCONTRACTOR

PLUMBINGCONTRACTOR

PLUMBINGCONTRACTOR

PLUMBINGCONTRACTOR

PLUMBINGCONTRACTOR

WALL HUNGSINK @ CREW& B/F WRM.

AMERICANSTANDARD

LUCERENE 0355 012

REFER TOMECHANICALDRAWINGS

PLUMBINGCONTRACTOR

RECESSEDWASTERECEPTACLE

BOBRICKB-43644RECESSED W/LINER MATE

GENERALCONTRACTOR

STAINLESSSTEEL SHELF

BOBRICK GENERALCONTRACTORB-295X16 SUPPLIED AND INSTALLED BY G.C. AS PER DETAILS

CONTACT: JERRY BABIN OF ALLIED TECHNICAL SALESAT 1-800-245-1880

FAUCET @CREW & B/FWRM.

DELTA TECK22C101-SS

REFER TOMECHANICALDRAWINGS

PLUMBINGCONTRACTOR

FLUSH VALVE DELTA81T201

REFER TOMECHANICALDRAWINGS

PLUMBINGCONTRACTOR

TOILET SEAT CENTOCO CENT1500CCW

BARRIER FREETOILET SEATW/ LID

CENTOCO

URINALFLUSH VALVETRIM

DELTA

URINALHARD WIRETRANSFORMER

DELTA

820STSS

PLUMBINGCONTRACTOR

PLUMBINGCONTRACTOR

PLUMBINGCONTRACTOR

PLUMBINGCONTRACTOR

REFER TOMECHANICALDRAWINGS

REFER TOMECHANICALDRAWINGS

TOILET TISSUEDISPENSER(B/F)

BOBRICK6.06"x5.94"x11"

SUPPLIED AND INSTALLED BY G.C.TOILET PAPER FROM: TBDCONTACT: H&K AT 905-695-0440

STAINLESSSTEEL B-2888

G.C.

BOBRICK

SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.CONTACT: FRANK LEONE AT 416-617-0172

SEPIDEH ABAII

AS NOTED

WASHROOM DETAILSAND SCHEDULE

ID-09

SEPIDEH ABAII

CRISTINA FLORES

ADULTCHANGINGTABLE

MAX-ABILITY MAX-ABILITYR8478 ADULT CHANGING STATION SUPPLIED AND INSTALLED BYG.C. IN ACCORDANCE WITH MANUFACTURER'SINSTALLATION INSTRUCTION.PROVIDE NECESSARYBLOCKING AS REQUIRED AND PER MANUFACTURER'SINSTRUCTIONS. TEL: 1-800 577-1555 FAX: 707-575-3856EMAIL: [email protected]

BARRIER FREETOILET

TOILET MATCH EXISTING TANK TOILET FIXTURE C/WTOILET SEAT (FOR BARRIER-FREE USAGE)

1

NOTES

2

1

2

2a

3 2

4 2 OF EACH

GRAB BARS(URINAL)

BOBRICK B-6806.99 (12") GENERALCONTRACTOR4a ---

STANDARDTOILETPARTITIONS

BOBRICK 1540ALLIED

TECHNICALSALES

5 AS PER DWGS

6 3

7 2

8 2

8a ---

9 2

10 2

11

12 2

12a ---

13 1

TOILET TOILET MATCH EXISTING TANK TOILET FIXTURE C/WTOILET SEAT

13a ---

14 1

15 2 SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.

16 2 SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.ELECTRICAL TO BE COORDINATED BY GC

17SUPPLIED AND INSTALLED BY GC

18SUPPLIED AND INSTALLED BY GCSINGLE CONTROL CAST LAVATORY FAUCET. 102mm (4")CENTER SET W/ OFFSET OPEN GRID STRAINER (NOPOP-UP HOLE)

19SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.USE WITH TOILET SPEC AND PUBLIC W.R.ONLY

12 13

19a ---

20 1 SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.USE WITH URINAL SPEC TRIM SPEC ANDTRANSFORMER SPEC (IF AUTO-FLUSH)

14 2223

21 1 SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.USE WITH TOILET SPEC 13

21a 2 SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR.USE WITH TOILET SPEC 12

22 1 SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR -USE WITH URINAL FLUSH VALVE SPEC AND (IFAUTO-FLUSH)

20 23

23 1 SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR -USE WITH URINAL FLUSH VALVE SPEC AND (IFAUTO-FLUSH)

20 22

24

1. G.C. TO PROVIDE ADEQUATE CONCEALED

SUPPORT BLOCKING AS REQUIRED TO

SECURELY FIX ALL GRAB BARS AND FIXTURES

TO WALLS AS SHOWN ON DRAWINGS.

2. G.C. TO PROVIDE POWER FOR HAND DRYERS,

ELECTRONIC FAUCETS, DOOR OPERATORS,

ETC. AS REQUIRED.

3. ALL DIMENSIONS ARE A GUIDELINE FOR

BARRIER FREE & ACCESSIBLE DESIGN.

DIMENSIONS TO BE CONFIRMED BY

PROVINCIAL BUILDING CODES & MUNICIPAL

REGULATIONS PRIOR TO INSTALLATION.

WASHROOM NOTES

5ID-09

MIRROR DETAILSCALE 3" = 1'-0"

6ID-09

NOT USED

TYPICAL MOUNTING HEIGHTS

1ID-09

BARRIER-FREE TOILET - FRONT VIEWSCALE 3/4" = 1'-0"

4ID-09

NOT USED

3ID-09

SINK - PUBLIC WASHROOMSSCALE 3/4" = 1'-0"

2ID-09

BARRIER-FREE TOILET - SIDE VIEWSCALE 3/4" = 1'-0"

INTERIOR DESIGN PACKAGE : ALPHABET

---

3

---

---

---

SYSTEM: HPL CLASSICSERIES 1540STALL MODEL: 1542 SERIES, OVERHEAD-BRACEDURINAL MODEL: 1545 SERIES, WALL-HUNGHARDWARE FINISH: STAINLESS STEEL; MODEL #1542.63MANUFACTURER: BOBRICKCONTACT: JERRY BABIN OF ALLIED TECHNICAL

SERVICES TEL: 1.800.245.1880

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

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VOID

COLLECT ORDER

3'

6'-3"

1 SCALE 1:50

ELEVATION

8'-8"

9'-8"

5'-11

"SK-01

SK-01 SK-01SK-01CR-01CR-02PL-18 PL-06 PL-06

TL-04

NEW COLLECTCOUNTER

TL-04MENUBOARDS TOLOCAL STANDARD

VOID

7'-3"

2 SCALE 1:50

ELEVATION

10'-2

"

TL-04 MENUBOARDS TOLOCAL STANDARD

PL-04TO SOFFIT

PT-11 PL-04TO SOFFIT

TL-04

TL-04SK-01

VOID

SK-01

TL-04

3 SCALE 1:50

ELEVATION

6'-5"

TL-04TO SIDE

6'-3"

10'-2

"

9'-8"

26

SLATTED SCREEN PL-06

PL-18

8'-8"

PT-11TO SIDE

WOO

D GR

AIN

WOO

D GR

AIN

WOO

D GR

AIN

CR-01

9'-8"

4 SCALE 1:50

ELEVATION

SK-01

9'-8"

SK-01

5 SCALE 1:50

ELEVATION

VOID

VOID

TL-08

6'-10

"

TL-08

1'-2"

4"1'-2"

CL

MT-01ALL AROUND

TL-03 15mm THICKACRYLIC LETTERS

C OF WALLLEQ EQ

5'-5"

MT-015'-

3"

8'-8"

WOO

D GR

AIN

9'-8"

6 SCALE 1:50

ELEVATION

RECYCLE UNIT & SINGLE TRASHBIN TO LOCAL STANDARD

SK-01 SK-01

PL-06TO SIDE & SOFFIT

PL-06TO SIDE & SOFFIT

PL-06TO SIDE & SOFFIT

PL-06 STANDARDSLIDING SCREEN

PL-06 STANDARDSLIDING SCREEN

PL-06TO SIDE & SOFFIT

PL-06PL-06TO CILL

PL-06TO CILL

PL-06TO CILL

PL-06TO CILL

PL-06TO CILL

WOO

D GR

AIN

SK-01PL-06 PL-06

TO CILL

VOID

7 SCALE 1:50

ELEVATION

PL-06TO SIDE

MT-01ALL AROUND

TL-03

MT-01

PL-06

MT-01ALL AROUND

TL-03

MT-01

WOOD GRAIN

MT-01ALL AROUND

TL-03

PL-06

WOOD GRAIN

MT-01ALL AROUND

TL-03

MT-01

MT-01ALL AROUND

MT-01PL-06 PL-06

TL-03

MT-01ALL AROUND

MT-01

TL-03

MT-01ALL AROUND

TL-03

MT-01

3/8" = 1'-0"

INTERIOR ELEVATIONS

ID-10

SEPIDEH ABAII

SEPIDEH ABAII

CRISTINA FLORES

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

FOR DESIGN INTENT ONLY

Page 41: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

10'-3

1/2"

9'-8" WOO

D GR

AIN

WOO

D GR

AIN

9 SCALE 1:50

ELEVATION

PL-06 STANDARDSLIDING SCREEN

RECYCLE UNIT & SINGLE TRASHBIN TO LOCAL STANDARD

PL-06TO CILL

PL-06TO CILL

SK-01 SK-01 PL-06 STANDARDSLIDING SCREEN

PL-06TO CILL

SK-01PL-06TO CILL

VOID

PL-06TO SIDE

WOO

D GR

AIN

8 SCALE 1:50

ELEVATION

RECYCLE UNIT TOLOCAL STANDARD

MT-01ALL AROUND

TL-03

WOOD GRAIN

MT-01ALL AROUND

TL-03

MT-01

PT-09TO SIDE

PL-06TO SIDE & SOFFIT

MT-01ALL AROUND

TL-03

MT-01

MT-01ALL AROUND

TL-03PL-06

1'-2"

4"1'-2"

CL

MT-04

STAFFONLY

MT-03KICK PLATE

PL-06

SK-01

5'-3"

6'-9"

WOO

D GR

AIN

PL-06

PL-06TL-04 CR-01

BEVERAGE CENTRETO LOCAL STANDARD

TO SIDESK-01TL-04

TO SIDEMT-03

FASCIA TO LOCALSTANDARD

TL-04

PL-06

PL-06PL-06

PL-06

SK-01

9'-8"

WOO

D GR

AIN

WOO

D GR

AIN

PL-06TO SIDE

PL-06TO SIDE

SK-01 PL-06 PL-08

SK-01

10 SCALE 1:50

ELEVATION

WOO

D GR

AIN VOID

11 SCALE 1:50

ELEVATION

9'-8"

SK-01

PL-06

MT-01

15mm THICKACRYLIC LETTERS

C OF WALLLEQ EQ

SK-01

10'-3

1/2"

RE-USEDMcCAFE SIGN

CR-01

VOID

SLATTED SCREENPL-06

3'

8'-8"

PL-18

SK-01

CR-01

6'-3"

MT-03

WOO

D GR

AIN

PL-06

PT-09

TO SIDE

SK-01TL-03MT-01

MT-01TO SIDE

SINGLE TRASH BINTO LOCAL STANDARD

WOOD GRAIN

WOO

D GR

AIN

WINDOWWINDOW

1/2"1/

16"

1/8"

1/8"

1/2" X 1/8" ANODIZED ALUMINUMINSERTED INTO ALL EXPOSEDCORNERS TO PROTECT EDGES.

FID-11

WINDOW JAMB PLAN DETAILSCALE 3" = 1'-0"

EID-11

WINDOW SILL DETAILSCALE 3" = 1'-0"

C1D-11

PLAM CORNER PLAN DETAILSCALE 3" = 1'-0"

DID-11

PLAM JOINT DETAILSCALE 3" = 1'-0"

1/16" SHADOW GAP;COLOUR TO MATCH PLAMFINISH

PARTICLE BOARD WITHPLASTIC LAMINATE

BID-11

PLAM & SKIRTING DETAILSCALE 3" = 1'-0"

AID-11

TILE & SKIRTING DETAILSCALE 3" = 1'-0"

METAL EDGE TRIM ATBOTTOM OF PANELING

SKIRTING

4"

1/8"

PL6

SK1

U-CHANNEL TRIM AROUNDTILE

SKIRTING

4"

1/2"

TL3

MT2

SK1

MT1

MT5

PL6

ALL TRIM MT# TO BE SUPPLIEDAND INSTALLED BY THE G.C.

ALL TRIM MT# TO BE SUPPLIEDAND INSTALLED BY THE G.C.

ALL TRIM MT# TO BE SUPPLIEDAND INSTALLED BY THE G.C.

PL6

PARTICLE BOARD WITHPLASTIC LAMINATE PL6

PL6

PL6

TL3

MT1

PL6

SEPIDEH ABAII

3/8" = 1'-0"

INTERIOR ELEVATIONS

ID-11

SEPIDEH ABAII

CRISTINA FLORES

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

FOR DESIGN INTENT ONLY

FOR DESIGN INTENT ONLY

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VOID VOID

BALKHEAD PL-06

SINGLE TRASH BINTO LOCAL STANDARD

TL-03

PL-06

MT-01

MT-01ALL AROUND

MT-01

SK-01

17 SCALE 1:50

ELEVATION

9'-8"

9'-2"

3'-7"

PL-06TO SIDE

PL-06TO SIDE

SCALE 1:5018ELEVATION

VOID VOID

IMAGESYSTEM

BALK HEAD3'-6" 1' 3'-6"

9'-8"

9'-2"

SCALE 1:5019ELEVATION

VOID VOID

IMAGESYSTEM

BALK HEAD3'-6" 1' 3'-6"

9'-8"

9'-2"

MT-01

MT-01

TL-03

PL-06

SK-01

TL-03

PL-06

ON SIDE

WALL ON TOPMT-01

MT-01

SK-01

ON SIDE

WALL ON TOPMT-01

STAFFONLY

20 SCALE 1/4" =1'

ELEVATIONSK-01

VOID

TL-08PL-04

MT-12 MT-03KICK PLATE

VOID

SCALE 1/4" =1'

ELEVATION

SK-01

TL-08

SCALE 1/4" =1'

ELEVATION

MT-03KICK PLATE

TL-08 MT-12

SK-01 SK-01

SCALE 1/4" =1'

ELEVATION

MT-03KICK PLATE

SK-01 SK-01MT-12

TL-08 PL-04

8'-8"

9'-8"

8'-8"

8'-8"

8'-8"

7'-0"

21 22 23

PL-04

STACKABLEBABY CHAIRS X2

SK-01

VOID

PL-06

12 SCALE 1:50

ELEVATION

BEVERAGE CENTRETO LOCAL STANDARD

PL-06

PL-06

VOID

SK-01

13 SCALE 1:50

ELEVATION14 SCALE 1:50

ELEVATION

VOID VOID

SOK SOKPL-06MT-01

BIRDWING PATTERNGLASS PANELMT-01

SK-01

MT-01MT-01

WOO

D GR

AIN

3'-7"

6'-1"

9'-8"

MT-01MT-01 MT-01

15 SCALE 1:50

ELEVATION

VOID VOID

PL-06MT-01 SK-01

3'-7"

6'-1"

9'-8"

BIRDWING PATTERNGLASS PANEL

9'-8"

9'-8"

VOID

WOO

D GR

AIN

16 SCALE 1:50

ELEVATION

LOW WALLPL-06SK-01

BALKHEAD

9'-8"

9'-2"

3'-7"

PL-06TO SIDE

PL-06TO SIDE

MT-01

TL-04 TL-04

WOO

D GR

AIN

PT-09 PT-09

SEPIDEH ABAII

3/8" = 1'-0"

INTERIOR ELEVATIONS

ID-11A

SEPIDEH ABAII

CRISTINA FLORES

INTERIOR DESIGN PACKAGE : ALPHABET

FINISH SCHEDULE - ALPHABET

CODE SPECIFICATION MANUFACTURER CODE SUPPLIER LOCATION NOTES

GREY PAINT COUNTER CEILINGRAL 7038 -

DARK GREY PLASTIC LAMINATE LAMITECH WALL/DOOR/CABINETDARKSTEL 2315 MT -

WOOD VENEER PLASTICLAMINATE

WALL/DOOR/BULKHEADCOUNTRYSIDE OAK 1533 PR

ALLVERTICALWOOD GRAINON WALL

WALL, COUNTERCINDER 2110 MT -

PT11

PL4

PL6

GENERALCONTRACTOR

PL18

LAMITECH

LAMITECHBLACK PLASTIC LAMINATE

LIGHT BROWN POWDERCOATED STEEL DOOR FRAMEDULUX BROWN BAG 10YY 35/196 -

DARK GREY POWDER COATEDSTEEL DOOR FRAMERAL 7022 -

BLACK COMPACT BOARD DINING AREASKIRTINGCINDER 2110 MT -LAMITECH

6" x 6" (150mm x150mm) WHITECERAMIC GLOSSY TILE DINING WALLVILLEROY + BOCH, UNIT TWO,

COLOUR TW03

BLACKGROUT1.5mm

VILLEROY +BOCH

1' - 0" x 3 1/2" (300mm x 90mm)DARK GREY CERAMIC TILE

COUNTERBACK WALL

CASALGRANDE SPAZIOANTHRAZIT -

DINING WALLCASALGRANDE SPAZIOANTHRAZIT & CASALGRANDEMETEOR NERO

DARK GREYGROUT3mm WIDE JOINTS

TOP COUNTER ACRYLIC MAIN COUNTERCORIAN CAMEO WHITE -CORIAN

MT4

MT12

SK1

TL3

TL4

TL8

CR1

GENERALCONTRACTOR

GENERALCONTRACTOR

1' - 0" x 3 1/2" (300mm x 90mm)GREY MIX CERAMIC TILE

CASALGRANDE

CASALGRANDE

SCHLUTER METAL CORNER TRIM(OUTSIDE CORNER)

OUTSIDE CORNEROF TILE TO TILE

FIN: SATIN ANODIZED ALUM (AE)MODEL: SCHLUTER RONDECEV/RO XXX AE

THICKNESS 'XXX'TO SUITAPPLICATION

MT8aGENERALCONTRACTOR

INSIDE CORNEROF TILE TO TILE

FIN: SATIN ANODIZED ALUM (AE)MODEL: SCHLUTER RONDECIV/RO XXX AE

GENERALCONTRACTOR

THICKNESS 'XXX'TO SUITAPPLICATION

SCHLUTER METAL EDGE TRIMBOTTOM OF PLAM(ABOVE SKIRTING)

FIN: CLOSEST FINISH TO SATINANODIZED ALUM (AE)MODEL: SCHLUTER JOLLY XXX

THICKNESS 'XXX'TO SUITAPPLICATION

MT2GENERALCONTRACTOR

SCHLUTER METAL CORNER TRIM(INSIDE CORNER)

EXTRUDE-A-TRIM U-CHANNEL TRIMAROUNDTILE/BETWEENTILE AND PLAM

MT1GENERALCONTRACTOR

FIN: CLOSEST TO STAINLESSSTEEL BRUSHED (SS)MODEL: EXTRUDE-A-TRIM IE 1614

SIZE: 12"W x 12"D x 116"

THKLENGTH: TBD

MT5GENERALCONTRACTOR

OUTSIDE CORNEROF PLAM TO PLAM

METAL CORNER TRIM(OUTSIDE CORNER) FIN: ANODIZED ALUMINUM SIZE: 12" x 18"

MT8b

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

FOR DESIGN INTENT ONLY

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G.C. TO REMOVE AND REPLACE EXISTINGFINISHES IN CREW CHANGE ROOMS.CONFIRM WITH CPM.

G.C. TO REMOVE AND REPLACE EXISTINGFURNITURE, FINISHES, LIGHTING & HVAC. EXISTING

REFRIGERATOR, MICROWAVE AND TV TO BERE-USED. G.C. TO ARRANGE FOR SAFE STORAGE.

CREWLOUNGE

109

VOID

PL-06 PL-06 PL-06

SK-01SK-01SK-01 SK-01

PLAS

TIC LA

MINA

TE

PLAS

TIC LA

MINA

TE

PLAS

TIC LA

MINA

TE

8' 8'

8'8'

7'-1"

3'5'

CUPBOARD & SHELFTO LOCAL STANDARD

TRASH BIN TOLOCAL STANDARD

PLAS

TIC LA

MINA

TE

TV

TV

SK-01 SK-01

PL-06PL-06TO SIDE & SOFFIT

PL-06

CUPBOARD & SHELFTO LOCAL STANDARD

600x900mm FRAMEDPOSTER ON WALL

3' -3

3/8"

TRASH BIN TOLOCAL STANDARD

PL-06TO SIDE & SOFFIT

PLAS

TIC LA

MINA

TE

PLAS

TIC LA

MINA

TE

PLAS

TIC LA

MINA

TE

MICROWAVEAND FRIDGE

CEILING TILE & GRID C1

8'-0"CEILING HEIGHT

3/4" X 1" HDWD EDGE TRIM.PAINT FINISH PT-09

3/8"

1 LAYER 1/2" GYPSUM BOARD ON 2x4 WOOD STUDSON SIDE @ 16" O.C. EXTEND STUDS TO U/S OF

SUPPORTING STRUCTURE ABOVE. GYPSUMBOARD TO EXTEND TO 4" ABOVE CEILING.

PAINT FINISH PT-9.

1"

1 1/

4"

7'- 11 1/4"U/S OF BULKHEAD

4"

EXISTING WALL TO REMAIN

RE-USEDTV ABOVESHELF

RE-USEDMICROWAVEON COUNTER &RE-USEDUNDER-COUNTERFRIDGE

CABINETBELOWCOUNTER

PL6

GRAPHIC IMAGE

4 1/

2"5'

-2 1

/2"

4 1/

2"1'

-8"

4 1/

2"

1'-9 1/2"

2'-3 1/2" 4'-5 3/4" 4'-11 3/4"

F-102A

F-202A

F-202A

F-102E

F-102E

F-102D

LC

11'-9 1/2"

TRASHTOWER

CREWLOUNGE

109

1ID-13

FOR TYPE OF LIGHTING SCHEDULE, REFERTO SHEET ID-04 AND ELECTRICALDRAWINGS.

PT9

PT9

NN

7'-11 1/4"GBB S

1'-2

3/8

"

5'-2"

1'-11 1/2" 3/4"

EQ

.E

Q.

EQ. EQ.

EN

8'-0"CT C1

CREWLOUNGE

109L5L5

L4

START POINTOF FLOOR TILE

G.C. TO PROVIDETRANSITION STRIP AS

NEEDED.

EQ

EQ

TL2

3

1

4 ID-12 2

CREWLOUNGE

109

4" HIGH BASESK1PL6

CREWLOUNGE

109

ID-12

AS NOTED

CRISTINA FLORES

CREW LOUNGE DETAILEDPLANS, SCHEDULES,

NOTES & ELEVATIONS

SHEFALI KUMAR / SEPIDEH ABAII

11D-12

CREW LOUNGE - DEMOLITION PLANSCALE 3/8" = 1'-0"

2ID-12

CREW LOUNGE - FLOOR / EQUIPMENT PLANSCALE 3/8" = 1'-0"

3ID-12

CREW LOUNGE - REFLECTED CEILING PLANSCALE 3/8" = 1'-0"

4ID-12

CREW LOUNGE - FLOOR FINISHES PLAN SCALE 3/8" = 1'-0"

5ID-12

CREW LOUNGE - WALL FINISHES PLAN SCALE 3/8" = 1'-0"

INTERIOR DESIGN PACKAGE : ALPHABET

NOTE REFERENCE

ELEVATION NUMBERDRAWING NUMBER

SECTION NUMBERDRAWING NUMBER

DETAIL NUMBERDRAWING NUMBER

1

WALL TYPE

T-4 FINISH TAG

DININGAREA

101

EQUIPMENT NUMBER

ROOM NAME &NUMBER

TOP OF ENTRY BLADE

32'-0" ELEVATION HEIGHT101

DOOR / WINDOW TAG1

EN

10'-10"CT1

W1

01A8.1

01A10.0

01A10.0

SYMBOL LEGEND

DENOTES CEILING TYPE/EXISTING OR NEW

DENOTES CEILING HT./EXISTING OR NEW

GENERAL NOTES

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH APPLICABLE HEALTH AND SAFETY ACT AND

REGULATIONS FOR CONSTRUCTION PROJECTS.

2. ALL WORK AND MATERIALS TO CONFORM TO APPLICABLE PROVINCIAL AND/OR FEDERAL STANDARDS

AND SPECIFICATIONS INCLUDING ENVIRONMENT, TRANSPORTATION AND LOCAL UTILITIES.

3. ALL WORK TO BE IN ACCORDANCE TO LOCAL, PROVINCIAL AND NATIONAL CODES, BYLAWS AND

AUTHORITIES HAVING JURISDICTION.

4. G.C. IS ADVISED THAT WORKS BY OTHERS MAY BE ONGOING DURING THE PERIOD OF THIS CONTRACT.

5. G.C. SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ALL OTHER CONTRACTORS TO PREVENT

CONSTRUCTION CONFLICTS AND/OR DELAYS.

6. SPARE.

7. G.C. TO PROVIDE 3/4" PLYWOOD BACKING ALIGNED WITH STUD FACE FOR ALL WALL MOUNTING

WASHROOM FIXTURES, GRAB BARS, ETC. REFER TO INTERIOR DRAWINGS FOR DETAILS OF AREAS

REQUIRING BACKING.

8. SPARE.

9. INTERIOR PARTITIONS SHALL BE CONTINUOUS TO UNDERSIDE OF TRUSSES.

10. G.C. TO CAULK ALL DISSIMILAR DIMENSIONS. PROVIDE PRESSURE TREATED BASE PLATE IN ALL WALL

PARTITIONS.

11. REFER TO MECHANICAL DRAWINGS FOR FLOOR DRAINS AND ROUGH-IN LOCATIONS OF WATER

CONNECTIONS.

12. SPARE.

13. G.C. TO CONFIRM AVAILABILITY AND LEAD TIMES ON ALL FINISHES SPECIFIED; G.C. SHALL HAVE ALL

FINISHES ORDERED AND/OR PLACED ON HOLD FOR THE PROJECT AS SOON AS THE PROJECT IS

AWARDED TO AVOID DELIVERY ISSUES.

14. G.C. TO SUBMIT TWO (2) SETS OF SAMPLES FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING ANY

ALTERNATIVES; SUBSTITUTIONS AND/OR ALTERNATIVES SHALL BE SUBMITTED WITH COMPARISON

CHART OUTLINING THE SIMILARITIES/DIFFERENCES FROM THE SPECIFIED PRODUCT; NOTE THAT

SUPPLY AGREEMENTS ARE IN PLACE AND SUBSTITUTIONS/ALTERNATES WILL NOT BE ACCEPTED

WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.

15. SUBSTITUTES / ALTERNATES INSTALLED WITHOUT WRITTEN APPROVALS FROM THE ARCHITECT SHALL

BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ASSOCIATED WITH THE

REMOVAL, INSTALLATION, RE-STOCK FEES AS APPLICABLE SHALL BE ASSUMED BY THE G.C.

16. ALL WALL ASSEMBLIES TO BE COMPLETELY REMEDIED OF ANY ASSOCIATED MOLD THROUGHOUT

ENTIRE BUILDING. ALL FRAMING AND DRYWALL AFFECTED BY MOLD IS TO BE PROPERLY

EXAMINED/REMOVED AND REFINISHED WITH NEW PRIOR TO FINISHES BEING APPLIED. CO-ORDINATE

WITH P.M. AND MOLD REMEDIATION CONSULTANTS FOR DETAILS AND DIRECTIONS.

17. THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE DURING THE TENDERING AND

COMPLETELY FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK, NO EXTRA WILL BE CONSIDERED

FOR WORK REQUIRED TO MAKE GOOD AND PROVIDE COMPLETE JOB.

18. CPM TO CONFIRM STAGING AREA (FOR SUPPLIES, EQUIPMENT, DISPOSAL BINS AND TRADE PARKING)

AVAILABLE TO THE CONTRACTOR DURING CONSTRUCTION.

19. ALL DIMENSIONS TO BE MEASURED AND CONFIRMED ON SITE BY G.C.

20. CEILING TO BE SUPPLIED BY G.C.

21. DIFFUSERS TO BE PAINTED TO MATCH SURROUNDING FINISH.

22. G.C. TO MAINTAIN EXISTING FIRE-RESISTANCE RATING (FRR) WITHIN SITE.

23. CEILING AND LIGHTING TO BE SUPPLIED BY G.C. LIGHTING TO BE INSTALLED BY ELECTRICAL

CONTRACTOR.

24. THE ELECTRICAL CONTRACTOR TO INSTALL NEW (AS REQUIRED) / RE-INSTALL EXISTING SMOKE

DETECTORS, SPRINKLERS, FIRE HORN, FIRE ALARM BEACON, SPEAKERS, EMERGENCY LIGHTING, EXIT

LIGHTS AND ANY OTHER SERVICES REQUIRED BY LOCAL BUILDING CODES.

25. G.C. TO PROVIDE POWER TO ALL SPEAKERS.

26. FOR LIGHTING AND ELECTRICAL INFORMATION, REFER TO REFLECTED CEILING PLAN AND ELECTRICAL

DRAWINGS.

27. GENERAL CONTRACTOR TO PROVIDE A CLEAN AND SMOOTH SURFACE TO RECEIVE NEW FLOOR

FINISH.

28. ALL SURFACES MUST BE CLEAN, DRY AND FREE OF DIRT, OIL OR OTHER SUBSTANCES WHICH MAY

AFFECT THE ADHESION OF NEW FLOOR FINISH.

29. ALL SURFACES MUST BE PROPERLY PREPARED AND SEALED TO THE MANUFACTURER'S

SPECIFICATIONS BY MECHANICAL MEANS.

30. G.C. TO IDENTIFY ALL FLOORING ISSUES (I.E. MOISTURE, LEVELING , SUB FLOOR ETC.) PRIOR TO

ORDERING NEW FLOORING MATERIALS AS THESE ISSUES WILL AFFECT SPECIFICATIONS OR

ADHESIVES AND FINISHES.

31. ALL TILES TO BE SET IN TILE SETTING ADHESIVE AS SPECIFIED IN FINISH SCHEDULE. G.C. TO ENSURE

TILE THICKNESS IS COMPENSATED FOR WHEN THICKNESS VARY IN TILE TRANSITIONS.

CT - CEILING TILE & GRID

GBB - GYPSUM BOARD BULKHEAD

CEILING TYPE LEGEND

FINISH SCHEDULE - ALPHABET

CODE SPECIFICATION MANUFACTURER CODE SUPPLIER LOCATION NOTES

4' - 0" x 2' - 0" (1220mm x 610mm)LAY-IN ACOUSTIC CEILING TILE GRID

RAL 7000 MID GREY HERADESIGNSUPERFINE

DINING AREA/CREW LOUNGE

LAY-IN GRID PAINTED MATT FINISHTO MATCH CEILING TILE

GREY PAINT CEILINGRAL 7000 -

WOOD VENEER PLASTIC LAMINATE WALL/DOOR/BULKHEADCOUNTRYSIDE OAK 1533 PR ALL VERTICAL WOOD GRAIN

ON WALL

LIGHT BROWN POWDER COATED STEEL DOOR FRAMEDULUX BROWN BAG 10YY 35/196 -

BLACK COMPACT BOARD DINING AREASKIRTINGCINDER 2110 MT -LAMITECH

TOILET FLOOR &TOILET SKIRTINGCASALGRANDE METEOR NERO -

C1

PT9

PL6

MT4

SK1

TL2

GENERALCONTRACTOR

GENERALCONTRACTOR

LAMITECH

1' - 0" x 2' - 0" (300mm x 600mm) DARK GREYCERAMIC TILE CASALGRANDE

SHEFALI KUMAR / SEPIDEH ABAII

TABLES

SEATING

SYMBOL REFERENCE QUANTITY

2

1

1

SYMBOL REFERENCE QUANTITY

OTHER

SYMBOL REFERENCE QUANTITY

F-102A

F-102E

F-102D

EXISTING LCD T.V. TO BE RE-USED 1

TRASH TOWER 1

LOCKER -

DRWG

DRWG

YELLOW CHAIR (STACKABLE)

BROWN CHAIR (STACKABLE)

GRAPHIC PATTERN CHAIR (STACKABLE)

DRWG

F-202A 2 SEATER LOOSE TABLE (LOW) 2

EXISTING FRIDGE TO BE RE-USED 1

EXISTING MICROWAVE TO BE RE-USED 1

6ID-12

CREW LOUNGE - ELEVATIONSCALE 3/8" = 1'-0"

7ID-12

CREW LOUNGE - ELEVATIONSCALE 3/8" = 1'-0"

8ID-12

CREW LOUNGE - ELEVATIONSCALE 3/8" = 1'-0"

9ID-12

CREW LOUNGE - ELEVATIONSCALE 3/8" = 1'-0"

10ID-12

CREW LOUNGE - BULKHEAD DETAILSCALE 3" = 1'-0"

02

ID-04

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17 ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

N

N

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST

FOR DESIGN INTENT ONLY

Page 44: stfconstruction.comstfconstruction.com/admin_bidding_attachment_output_db.php?filenam… · GENERAL NOTES · ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY

WALL-MOUNTEDRE-USED TV(ABOVE SHELF)

RE-USED MICROWAVE(ON COUNTER)

CABINETBELOW

COUNTER

LOCKER

SIT

E V

ER

IFY

SIT

E V

ER

IFY

4 1/

2"1'

-8"

4 1/

2"S

ITE

VE

RIF

Y

EQ

EQ

SIT

E V

ER

IFY

1'-6

1/4

"

2'-3 1/2"1/2"

1'-11 1/2" 4"

4 1/

2"4

1/2"

LOCKER

LOCKER

COUNTER

RE-USED UNDER-COUNTER FRIDGE

G.C. TO PROVIDE TRASHTOWER IN PLASTICLAMINATE FINISH

2'-4"

G.C. TO PROVIDE 1/2" HORIZONTALWOOD BLOCKING IN CAVITY ASREQUIRED (TYPICAL)

G.C. TO PROVIDE 1/2" PLYWOODIN PLASTIC LAMINATE FINISH(TYPICAL)

FULL-HEIGHT 2" x 4" WOOD STUDSAT 16" O.C. MIN. G.C. TO EXTENDAND SECURE TO EXISTINGSUPPORTING STRUCTURE ABOVE.

4

ID-13

CREWLOUNGE

109

G.C. TO PROVIDE 1/2" PLYWOODCABINETRY C/W DOOR &ADJUSTABLE SHELVES INPLASTIC LAMINATE FINISH:EXT. FIN. & INT. FIN.

3

ID-13

2

ID-13

FOR TYPE OF FINISHES,REFER TO CREW LOUNGE

PLANS & ELEVATIONS.

PL6

PL6

PL6 PL13

PL6

1'-5

1/2

"2'

-11

3/4"

3'-6

"

TOP OF BULKHEAD

7'-11 1/4"

TOP OF FINISH FLOOR

0'-0"

G.C. TO PROVIDE 1 1/2" DIAMETERGROMMET IN MILLWORK FORUNDER-COUNTER REFRIGERATORELECTRICAL COORDINATION

ELECTRICAL CONTRACTOR TO SUPPLYPOWER FOR UNDER-COUNTERREFRIGERATOR. FOR INFORMATION REFERTO ACCESSORY SCHEDULE. G.C. TO VERIFYMILLWORK OPENING BASED ON EQUIPMENTDIMENSIONS.

OUTLINE OFMICROWAVE

2'-3 1/2"1/2"

2'-4"

3'-3

1/2

"2

1/2"

1'-3

"2

1/2"

2'-1

1 3/

4"

4"

G.C. TO PROVIDE 1/2" HORIZONTALWOOD BLOCKING IN CAVITY ASREQUIRED (TYPICAL)

1'-11" 4"

1'-11"

G.C. TO PROVIDE 1 1/2" DIAMETERGROMMET IN MILLWORK FOR MICROWAVEELECTRICAL COORDINATION

ELECTRICAL CONTRACTOR TO SUPPLYPOWER FOR MICROWAVE. FORINFORMATION REFER TO ACCESSORYSCHEDULE. G.C. TO VERIFY MILLWORKOPENING BASED ON EQUIPMENTDIMENSIONS.

OUTLINE OFUNDER-COUNTERREFRIGERATOR

PL6

PL6

PL6

G.C. TO PROVIDE SHELF (TYPICAL) INPLASTIC LAMINATE FINISH

7'-1

1 1/

4"

1/2"

G.C. TO PROVIDE 1/2" PLYWOODIN PLASTIC LAMINATE FINISH(TYPICAL) PL6

6'-6

"

CL

PL6

WALL-MOUNTED TV. G.C. TOPROVIDE PLYWOOD BACKING ASREQUIRED FOR SUPPORT.

3/4"

1'-5

1/2

"3'

-6"

TOP OF FINISH FLOOR

0'-0"

2'-1

1 1/

2"2

1/2"

1'-3

"2

1/2"

G.C. TO PROVIDE 1/2" HORIZONTALWOOD BLOCKING IN CAVITY ASREQUIRED (TYPICAL)

1'-11" 4"

PL6

PL6

2'-3 1/2"1/2"

4"1'-11"1/2"

1/2"1'-10 1/2"

4"

PL13

PL13

PL13

G.C. TO PROVIDE 1/2" PLYWOODIN PLASTIC LAMINATE FINISH(TYPICAL) PL6

G.C. TO PROVIDE 1/2" PLYWOODADJUSTABLE SHELVES C/W PINSIN PLASTIC LAMINATE FINISH(TYPICAL) PL13

G.C. TO PROVIDE SHELF (TYPICAL) INPLASTIC LAMINATE FINISH

PL6

G.C. TO PROVIDE 1/2" PLYWOODCABINET DOOR IN PLASTICLAMINATE FINISH PL6

SKIRTING

TOUCH LATCH TO BE BYRICHELIEU 556002G. G.C. TOSUPPLY DOOR HINGE.

SK1

2'-1

1 3/

4"

TOP OF BULKHEAD

7'-11 1/4"

2'-4"

7'-1

1 1/

4"

2'-1

1 3/

4"3/

4"

1'-3

"3'

-6"

TOP OF FINISH FLOOR

0'-0"

1'-3

"

G.C. TO PROVIDE 1/2" HORIZONTALWOOD BLOCKING IN CAVITY ASREQUIRED (TYPICAL)

1'-11" 4"

PL6

2'-3 1/2"1/2"

4"1'-11"1/2"

G.C. TO PROVIDE 1/2" PLYWOODADJUSTABLE SHELVES C/W PINSIN PLASTIC LAMINATE FINISH(TYPICAL) PL13

G.C. TO PROVIDE 1/2" PLYWOODCABINET DOOR IN PLASTICLAMINATE FINISH PL6

TOUCH LATCH TO BE BYRICHELIEU 556002G. G.C. TOSUPPLY DOOR HINGE.

3'-2

1/4

"

TOP OF BULKHEAD

7'-11 1/4"

2'-4"

7'-1

1 1/

4"

3'-2

1/4

"3/

4"

PL13

PL13

PL13

1"1'

-0 1

/2"

1"2'

-2 1

/2"

1"

PL13

PL13

G.C. TO PROVIDE 1/2" PLYWOODIN PLASTIC LAMINATE FINISH(TYPICAL) PL6

TRAY STORAGE. COUNTERTOP FINISH(TBD) ON CHIPBOARD; ROUNDED EDGE

G.C. TO PROVIDE 1/2" PLYWOODIN PLASTIC LAMINATE FINISH(TYPICAL) PL6

BIN FLAP. FINISH TBD.

G.C. TO PROVIDE 1/2" PLYWOODCABINET DOOR IN PLASTICLAMINATE FINISH PL6

5ID-13

6ID-13

1"

1/8"

BIN FLAPJOINT

TRAY STORAGE;ROUNDED EDGE

FOR REFERENCE ONLY

1"

1/2"

JOINTPVC FUNNEL

DOOR

FOR REFERENCE ONLY

BIN FLAP

CRISTINA FLORES

AS NOTED

CREW LOUNGEDETAILS

ID-13

N/A

INTERIOR DESIGN PACKAGE : ALPHABET

CRISTINA FLORES

11D-13

CREW LOUNGE - KITCHENETTE, TRASH TOWER & STORAGE PLAN DETAILSCALE 3/4" = 1'-0"

21D-13

CREW LOUNGE - KITCHENETTE SECTIONSCALE 3/4" = 1'-0"

31D-13

CREW LOUNGE - CABINET SECTIONSCALE 3/4" = 1'-0"

41D-13

CREW LOUNGE - TRASH TOWER SECTIONSCALE 3/4" = 1'-0"

51D-13

BIN FLAP DETAILSCALE 3" = 1'-0"

61D-13

BIN FLAP DETAILSCALE 3" = 1'-0"

FINISH SCHEDULE - ALPHABET

CODE SPECIFICATION MANUFACTURER CODE SUPPLIER LOCATION NOTES

WOOD VENEER PLASTIC LAMINATE COUNTRYSIDE OAK 1533 PR ALL VERTICAL WOOD GRAINON WALL

MATTE PLASTIC LAMINATE

PL6 LAMITECH

KITCHENETTEINTERIORMILLWORK

130 LUCIDA CONTACT:SEAN GREGORY 416-620-6557PL13 ABET LAMINATI

WALL/DOOR/BULKHEAD

Drawing No.

DateScale

Drawn By:

Project No.

DRAWINGS REVISED AS PER DESIGN BULLETIN

Description

ISSUE TABLE

No.

Date

(mon/dd/yy)

JULY 20, 2017

AVENUE ARCHITECTURE INC.

@

Drawing Title

Project

Location

Store Type

This drawing is owned by or licensed for use by McDonald's Restaurantsof Canada Limited (or its affiliated or related companies) and may not bereproduced, used, downloaded, disseminated, published, or transferred inany form or by any means, except with the prior written consent ofMcDonald's Restaurants of Canada Limited. Copyright infringement is aviolation of federal law subject to criminal and civil penalties.

Do not scale the drawings.

The Contractor is to verify all dimension and conditions on the project andto report any discrepancies to the McDonald's Restaurants of CanadaLimited representative prior to commencing work. These drawings are notto be used for construction purposes unless indicated by McDonald'sRestaurants of Canada Limited as "issued for construction".

IMPORTANT NOTE:

ALL DIMENSIONS AND CONDITIONS

TO BE VERIFIED ON SITE.

RESTAURANT RE-IMAGE

(EXTERIOR & INTERIOR)

McDONALD'S RESTAURANTS

OF CANADA LIMITED

1 McDONALD'S PLACE

TORONTO, ONTARIO M3C 3L4

TELEPHONE: (416) 443-1000

McDONALD'S NATIONAL ID NO. 40204

674 QUEENSTON RD.,

HAMILTON, ON L8G 1A3

ISSUED FOR CONSTRUCTION DATE

01

REVISIONS

DescriptionNo.

Date

(mon/dd/yy)

DescriptionNo.

Date

(mon/dd/yy)

MD-2016-40204

JULY 20, '17ISSUED FOR BUILDING PERMIT

QA Level Check 1:

QA Level Check 2:

QA Level Check 3:

SHEFALI KUMAR

T : (416) 481.1678

Toronto, ON M4P 1L3

291 Eglinton Ave. EAST