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
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
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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
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.
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
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
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
6ABS, SSBS, DRINK TOWER,INSTALLATION OF BACK-ROOMPACKAGE
COCA-COLA X X REFER TO KITCHENDRAWINGS
BRIAN MORRISON,COCA-COLA
7 WATER FILTRATION SYSTEM COCA-COLA X X BRIAN MORRISON,COCA-COLA
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
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
SHAHIN FARAJI, PATTISONSIGN GROUP - CENTRAL, EAST& ATLANTIC
613-247-5372 [email protected]
11A WASHROOM SIGNAGE PATTISON SIGNGROUP X
GARRY SIGOUIN, PATTISONSIGN GROUP - WEST
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)
16 PATIO POSTS & HARDWARE EASI-SERVPRODUCTS INC. X FELIPE MONTIEL, EASI-SERV
17 PATIO GLAZING
GENERALCONTRACTOR
OREASI-SERV
PRODUCTS INC.
X
GENERAL CONTRACTOR
FELIPE MONTIEL, EASI-SERVINC.
18 DRIVE-THRU WINDOWS EASI-SERVPRODUCTS INC. X X FELIPE MONTIEL, EASI-SERV
19 DRIVE-THRU HEATED AIR CURTAIN THERMOSCREENS JET 3 X SCOTT FERGUSON, BIDDLE 866-693-4333
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
TREVOR ZAHARA, SOFTPLAY -WESTERN CANADA
21 INTERIOR LIGHTING WESCO X REFER TO ELECTRICALDRAWINGS
KEITH ROSE, WESCO -CANADA WIDE EXCEPTQUEBEC
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
25 WALL GRAPHICS TI GROUP X X CONFIRM WHETHER GCOR MCD PLACES ORDER GAIL AKER, TI GROUP 416-293-2306
26 LCD TELEVISION SCREENS ANDMOUNTING BRACKETS BEST BUY X X X ORDERED THROUGH BEST
BUYCHRIS MACKENZIE, BESTBUY CANADA LTD.
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
30 CO2 TANK & FILL BOX PRAXAIR X DAMIEN O'FLAHERTY,PRAXAIR
31 HAND DRYER WESCO COMAC BLAST X X BLACK; TWO IN EACHCUSTOMER WASHROOM.
KEITH ROSE, WESCO -CENTRAL & WEST REGIONS
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
38 MUSIC VARIOUS X X
DON ANGUS, SOUNDPRODUCTS
800-263-4996 ext. [email protected]
DAVID MALLOZZI, DMXMUSIC
39 USED OIL RECOVERY SYSTEM VARIOUS X X
FRONTLINE INTERNATIONALINC. - WESTERN CANADA
SANIMAX - ONTARIO &EASTERN CANADA 800-361-4269
40 COMPACTORMODERN WASTE
PRODUCTS(BINPAK)
X X X SUSAN BROWN, MODERNWASTE PRODUCTS
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
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
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
PIERRE RANCOURT, AIREX(QUEBEC)
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
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
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
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
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
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
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
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
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
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"
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
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
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.
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.
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
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#
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
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
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
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
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
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"
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
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
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
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"
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
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
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
EX
ISTI
NG
PIC
K-U
PC
OU
NTE
R T
O B
ER
EM
OV
ED
EX
ISTI
NG
PO
S C
OU
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R &
McC
AFE
DIS
PLA
Y T
O R
EM
AIN
.R
E-C
LAD
TO
SU
IT N
EW
FIN
ISH
ES
.
EX
ISTI
NG
BA
CK
CO
UN
TER
TO
RE
MA
IN.
EX
ISTI
NG
ME
NU
BO
AR
DS
TO
RE
MA
IN.
EX
ISTI
NG
WA
LL &
BU
LKH
EA
D T
O R
EM
AIN
AN
D B
E P
RO
VID
ED
WIT
H N
EW
FIN
ISH
ES
BOH105
WRM.VEST.
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
AD
AP
TAB
LES
EA
TIN
G #
2A
DA
PTA
BLE
SE
ATI
NG
#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
TAB
LES
EA
TIN
G #
3A
DA
PTA
BLE
SE
ATI
NG
#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
2. GWENDOLYN REISCHMAN
T: 604 215 5526 ext: 245
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
AD
AP
TAB
LES
EA
TIN
G #
2A
DA
PTA
BLE
SE
ATI
NG
#1
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
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
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
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
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
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
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
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
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
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
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
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
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
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