i:15 5-037 hms host concessions aéroport mtl0 - dessinsphase-4 starbucks … · 2016. 2. 2. ·...

ABBREVIATIONS3PL THIRD PARTY LOGISTICS

AC AIR CONDITIONINGACC ACCESSIBLEACT ACOUSTICAL CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAHJ AUTHORITIES HAVING JURISDICTIONAMP AMPEREAOR ARCHITECT OF RECORDAPPROX APPROXIMATE

BOH BACK OF HOUSEBLDG BUILDING

CAB CABINETCKT CIRCUITCL CENTER LINECLG CEILINGCLR CLEAR OR CLEARANCECOL COLUMNCOMP COMPARTMENTCONST CONSTRUCTIONCONT CONTINUOUSCTR CENTERCW COLD WATERCWF COLD WATER FILTEREDCX COMMISSIONINGCXA COMMISSIONING AGENT

DEG DEGREESDET DETAILDIA DIAMETERDISP DISPENSERDIM DIMENSIONDM STARBUCKS DESIGN MANAGERDN DOWNDWG(S) DRAWING(S)

EA EACHEC ELECTRICAL CONTRACTOREG EXHAUST GRILLEEL ELEVATIONELEC ELECTRICALEM EMERGENCYEQ EQUALEQUIP EQUIPMENTEXIST OR (E) EXISTINGEXP EXPOSEDEXT EXTERIOR

FC STARBUCKS FIXTURE CONTRACTOR/INSTALLERFCO FLOOR CLEANOUTFD FLOOR DRAINFF&E FURNITURE, FIXTURE AND EQUIPMENTF&I FURNISH AND INSTALLFIN FINISHFLR FLOORFOH FRONT OF HOUSEFRP FIBERGLAS REINFORCED PANELFS FLOOR SINKFT FOOT OR FEET

GC GENERAL CONTRACTORGFCI GROUND FAULT CIRCUIT INTERRUPTERGND GROUND

HC HOLLOW COREHDW HARDWARE

HM HOLLOW METALHORIZ HORIZONTALHR HOURHS HAND SINKHT HEIGHTHVAC HEATING, VENTILATING AND AIR CONDITIONINGHW HOT WATER

ID INSIDE DIAMETER

LC LICENSEELL LANDLORDLV LOW VOLTAGE

MAX MAXIMUMMC MECHANICAL CONTRACTORMECH MECHANICALMEP MECHANICAL, ELECTRICAL AND PLUMBINGMFR MANUFACTURERMIN MINIMUMMS MOP SINK

NIC NOT IN CONTRACTNTS NOT TO SCALE

OA OVER ALLOC ON CENTEROD OUTSIDE DIAMETER

PC PLUMBING CONTRACTORPD STARBUCKS PRODUCTION DESIGNERPDM STARBUCKS PROJECT DEVELOPMENT MANAGERPLAM PLASTIC LAMINATEPOS POINT OF SALE

R RADIUSREF REFERENCEREQ(‘D) REQUIRE(D)REV REVISIONRG RETURN GRILLERND ROUNDRT ROOF TOP

SB STARBUCKSSC SOLID CORESF SQUARE FEETSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARESST STAINLESS STEELSUSP SUSPENDED

TEL TELEPHONETEMP TEMPORARYTW TEMPERED WATERTYP TYPICAL

UC UNDERCOUNTERUON UNLESS OTHERWISE NOTED

VD VENDOR DIRECTVERT VERTICALVIF VERIFY IN FIELD

W SANITARY WASTEWH WATER HEATERWP WEATHER PROOFWCO WALL CLEANOUT

1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELLDRAWINGS AS SUBMITTED BY THE LICENSEE'S ARCHITECT AND BECOMETHOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING ORCONSTRUCTION.

2. GENERAL CONTRACTOR SHALL CONSULT WITH LICENSEE'S ARCHITECT ANDSTARBUCKS PROJECT DEVELOPMENT MANAGER TO RESOLVE ANY CHANGES,OMISSIONS OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION.

3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL,COUNTY, STATE AND FEDERAL CODES AND ORDINANCES.

4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES.

5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCESREQUIRED BY OTHER TRADES AND NOTIFY THE LICENSEE'S ARCHITECT ANDSTARBUCKS PROJECT DEVELOPMENT MANAGER OF ANY DISCREPANCIES PRIORTOPROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THEFINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKENFROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS.

6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS,FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAYBECOME DAMAGED DURING THE COURSE OF THE WORK.

7. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIREPROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TOINSTALLATION OF SUCH SYSTEMS.

8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE ANDDOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BESUBMITTED TO THE STARBUCKS PROJECT DEVELOPMENT MANAGER FOR RECORD.

9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OFMATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICSDISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS.

10. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENTIS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED"RESPONSIBILITY".

11. FOR THE PURPOSE OF THESE DOCUMENTS, TO “INSTALL” SHALL MEAN TOPROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICALCONNECTIONS, PLUMBING CONNECTIONS, AND OTHER ITEMS REQUIRED FOR ACOMPLETE AND OPERATIONAL INSTALLATION, UNLESS OTHERWISE NOTED.

12. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS DESIGNMANAGER.

13. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION.

GENERAL NOTES CUSTOM DESIGN ID KEYSIGNAGE

GRAPHICS AND ARTWORKSITE

DOORSDATA DEVICE

SPECIALITY EQUIPMENTCASEWORKFURNITURE

LIGHTING FIXTUREPLUMBING / MECHANICAL

FINISHES - PAINTFINISHES - FLOOR TREATMENT

FINISHES - WALL TREATMENTFINISHES - CEILING TREATMENT

"S" x0000 - x0999 "G" x1000 - x1099 "Y" x1100 - x1199 "D" x2000 - x2999 "A" x3000 - x3999 "E" x4000 - x4999 "C" x5000 - x5999 "F" x6000 - x6999 "L" x7000 - x7999 "P" / "M" x8000 - x8999 x9000 - x9199 "T" x9200 - x9399 "Q" / "R" x9400 - x9799 "U" x9800 - x9999

PXXX-ES

X' XX"

X

NNORTHARROW

XXXX AFF

ARCHITECTURAL SYMBOL LEGEND

XXXXXW

XX

Scale: X =X

0 2 4 8

GRAPHICSCALE

DATUMPOINT

EXTERIORELEVATIONCALL-OUT

INTERIORELEVATIONCALL-OUT

SECTIONCALL-OUT

DETAILCALL-OUT

REVISIONTAG

PAINTTAG

XXXXXX

DESIGN IDTAG

XXXXXD

DOORTAG

WINDOWTAG

SHEETNOTE

CALLOUT

ABOVE FINISHFLOOR

HEIGHT TAG

FINISH FACETO FINISH

FACEDIMENSION

REVISIONCLOUD

SCHEDULE PREFIXA - DATA DEVICE SCHEDULEB - WALL BASE SCHEDULEC - CASEWORK SCHEDULED - DOOR SCHEDULEE - SPECIALTY EQUIPMENT SCHEDULEF - FURNITURE SCHEDULEG - GRAPHICS AND ARTWORK SCHEDULEL - LIGHTING FIXTURE SCHEDULEM - MECHANICAL EQUIPMENT SCHEDULEP - PLUMBING FIXTURE SCHEDULEQ - WALL TREATMENT (AREA) SCHEDULER - WALL TREATMENT (LENGTH) SCHEDULES - SIGNAGE SCHEDULET - FLOOR TREATMENT SCHEDULEU - CEILING TREATMENT SCHEDULEW - WINDOW SCHEDULEY - SITE SCHEDULE

SB / GCSB / FCGC / GCLC / GCLC / LCSB / 3PV

RESPONSIBILITY LEGEND - LICENSED STORESFURNISHED BY STARBUCKS / INSTALLED BY LICENSEE'S GENERAL CONTRACTORFURNISHED BY STARBUCKS / INSTALLED BY STARBUCKS FIXTURE CONTRACTORFURNISHED BY LICENSEE'S GENERAL CONTRACTOR / INSTALLED BY LICENSEE'S GENERAL CONTRACTORFURNISHED BY LICENSEE / INSTALLED BY LICENSEE'S GENERAL CONTRACTORFURNISHED BY LICENSEE / INSTALLED BY LICENSEEFURNISHED BY STARBUCKS / INSTALLED BY THIRD PARTY VENDOR

655, rue Desnoyers, bureau 204, Montréal Qc H4C 3E1A dmaarchitectes.comW

514 288-4251514 [email protected]

TFC

s.e.n.c.r.l.architectesDMA

TITRE DU PROJET:

ARCHITECTUREDOSSIER CLIENT

LISTE DES DESSINS

ARCHITECTES

CLIENT

SPÉCIALITÉ

DOSSIER DMA

PLAN CLÉ

SCEAU

SERVICE ALIMENTAIRE STRUCTURE / STRUCTURAL

KHOR KEA CHUNGBPA INC.

9825 VERVILLE STREETMONTREAL, QC, H3L 3E1

TEL: 514-383-3747EMAIL: [email protected]

MECHANIQUE - ELECTRICITÉ / MECHANICAL - ELECTRICAL

RICHARD PASQUALININCK INC.1200 AVENUE MCGILL COLLEGEBUREAU 1200MONTREAL, QC, H3B 4G7

TEL 514-878-3021EMAIL: [email protected]

DENIS ARSENAULT

TEL 514-633-3020EMAIL: [email protected]

PHILIPPE ASHBYDMA ARCHITECTS

655, RUE DESNOYERS, SUITE 204MONTREAL, QC, H4C 3E1

TEL: 514-288-1215 x222EMAIL: [email protected]

2016-02-01

FOR PERMIT

STARBUCKS B2502

2016-003

ARCHITECTURE

SheetNumber Sheet Name

A-000 TITLE SHEETA-200 LOCATION PLAN, PENETRATION PLAN AND EXISTING CONTIONS, AND TEMPORARY

BARRICADE DETAILA-300 INTERIOR FLOOR PLAN, DOOR SCHEDULE, REFLECTED CEILING PLAN, AND

ELEVATION REFRENCE PLANA-400 ELEVATIONSA-800 FLOOR FINISH PLAN AND WALL FINISH PLANA-801 CASEWORK PLAN AND EQUIPMENT PLANA-802 DESIGN DETAILSA-803 DESIGN DETAILSA-804 DESIGN DETAILSA-805 DESIGN DETAILS

MONTREAL INTERNATIONAL AIRPORT975 Roméeo-Vachon Blvd. NorthDorval, QC H4Y 1H1, Canada

AT

MONTREAL INTERNATIONAL AIRPORTPERMIT PROJECT No.: PMI-09-15-D088HMS HOST PROJECT No.: AP-YUL-019/STA-001

STARBUCKS B2502

PHASE 4

AP-YUL-019/STA-001

PMI-09-15-D088

M

ESCALIER

ESCALIER

ESCALIER

ESCALIER

ESCALIER MOBILE ESCALIER MOBILE

ESCALIER MOBILE

ESCALIER MOBILE

ESCALIER MOBILE

ESCALIER MOBILE

ESCALIER

ESCALIER

ESCALIER

ESCALIER

ESCALIER ESCALIER

BÂTIMENT D'INTERFACE 63(VOIR FEUILLE A-2631)

BÂTIMENT D'INTERFACE 65(VOIR FEUILLE A-2651)

PONT D'EMBARQUEMENT 67(VOIR FEUILLE A-2671)




BÂTIMENT P.T.V. 62(VOIR FEUILLE A-2621)

BÂTIMENT EXISTANT

BÂTIMENT EXISTANT

VOIR A-1211-H

2A-3206

2A-6071

ASC-B79ASCENSEUR

ASC-B94ASCENSEUR

ASC-B97ASCENSEUR

ASC-B99ASCENSEUR

ASC-B80ASCENSEUR

BESC-70ESCALIER

BESC-75ESCALIER

ASC-B96ASCENSEUR

ASC-B98MONTE-CHARGE

9150 9150 9150 9150 9150 9150 9150 9150 9150 9150 9150 9150 9150 9150 9150 9150

18003050 3050165 165 5935 30503050 3050 6100

10982055

9150

9150

9150

9150

9150

9150

7580

9000

9500

6300

3200

9000

7580

9150

9150

9150

9150

9150

1137

0

6611

165

165

2055

9500

9000

9358

1026

091

5090

0095

00

3200

6300

3250

3050

6100

3050

96979899100101102103104105106108109110111112 98.398.7 96.2100.2100.9101.1

B

BB

CC

DD

EE

C.9

C.3

C.9.5

B_63

C_63

1_63 2_63

X0

X1

X2

X3

XLXK

XJ

XH

XG

XF

XE

XD X5

X6

X7

X8

X8.7

X9

X10

X10.7

X.12

XC

XB

XA

F

E

4.14_62

3_622_62

1.1_621_62

D.1_62D_62

C_62

B_62

A_62A.1_62

XA.7

107

X11

X11.1

108.2

X10.9

1_65 2_65

C_65

B_65

C.9.5_65

X0.5

107.6

A

XM

E.P

.2

E.P

.2

E.P

.2

E.P.2

E.P.1

E.P.2

E.P.2

E.P.2

E.P.2

E.P.2

E.P

.1

E.P.2

E.P.1E.P.1

E.P.2

E.P

.2

E.P.2

BESC-67

BESC-68

BESC-69

BESC-79

ESC-B95 ESC-B93

ESC-91

ESC-92

ESC-B96

ESC-94

BESC-80

BESC-81

BESC-82

BESC-83

B2480G

B2480H

B2275H

B2275I

B2275J

B2275K

B2524B

B2524C

B2514B

B2514C

B2437C

B2437B

B2447C

B2447B

BESC-76 BESC-71

34780NIVEAU 2

34780NIVEAU 2

34780NIVEAU 2

34780NIVEAU 2

SALLE ÉLECTRIQUEB2522/E

SALLE ÉLECTRIQUEB2442/E

SALLED'EMBARQUEMENT

B2450 SALLED'EMBARQUEMENT

B2270

SALLED'EMBARQUEMENT

B2270

SALLED'EMBARQUEMENT

B2400

SALLED'EMBARQUEMENT

B2430??

SALLED'EMBARQUEMENT

B2510

BLOC DE CIRCULATIONVERTICALE

B2520

SALLE DE DISTRIBUTIONSECONDAIRE

B2300/E


B2515

VESTIBULE SALON V.I.PB2305


B2410


B2420


B2445

BLOC DE CIRCULATIONB2435


TOILETTES HOMMESB2315/G

TOILETTES HOMMESB2264/GTOILETTES FEMMES

B2266/L

TOILETTE ASSISTÉEB2262/GL

SALLE D'ALLAITEMENTB2268/GL

DÉGAGEMENTB2260

ENTRETIENB2267/W

SALLED'EMBARQUEMENT

B2280

BÂTIMENT D'INTERFACE65

B2480

ESCALIERBESC-73

PONTD'EMBARQUEMENT

B2417

DÉBARCADAIRE PTVB2290C

PONTD'EMBARQUEMENT

B2437

PONT D'EMBAQUEMENTB2447

PONTD'EMBARQUEMENT

B2514

SALLE MÉCANIQUEB2480B/M

SALLE MÉCANIQUEB2275B/M

BÂTIMENT D'INTERFACE63

B2275

SALLED'EMBARQUEMENT

B2270

CORRIDORB2310

SALLE DE DISTRIBUTIONSECONDAIRE

B2350/E

PLACARD ÉLECTRIQUEB2413




SALLED'EMBARQUEMENT

B2235


PONTD'EMBARQUEMENT

B2524

HAUT

BAS

45°

8'-10"

TEMPORARY PARTITION FRAMING CONSTRUCTED OFMINIMUM 22 GAUGE, 3 5/8" METAL STUDS @ 16" O.C. WITH (1)LAYER 5/8" GYPSUM BOARD. NO TAPE, SPACKLE AND PAINTREQUIRED. PROVIDE (2) 36"X84" HOLLOW METAL DOUBLEDOORS. DOORS TO BE PAINTED WITH (2) COATS WHITEAIRPORT-APPROVED PAINT. PROVIDE FLUSH MOUNTEDDOORS TO CONCOURSE SIDE OF BARRICADE. DOORS TOHAVE RIM PANIC EXIT DEVICES. STOREROOM LOCKSETSONLY WITH A 1-1/2" VERTICAL METAL FLANGE/ASTRAGALUSED IN COMBINATION WITH A SLIDE-BOLT PADLOCKSYSTEM. BARRICADE LOCKS MUST BE COMPATIBLE WITH"BEST" 7-PIN BEST LOCK SYSTEM KEY CORE. DOOR TO LOCKAUTOMATICALLY WHEN CLOSED.

APPLY VELCRO WIDTH OF METAL STUD. DO NOT ANCHORMETAL STUD TO FLOOR (TYP.)

BRACING @ 48" O.C. NEW 4" METAL STUD ANCHORED TOSTUDS WITH SELF TAPPING METAL SCREWS

50LB SAND BAGEVERY 4'O.C. 6"METAL TRACK.

0'-0" A.F.F.FIN. FLOOR

CONCOURSE SIDERESTAURANT

CARPET PAD (TYP.) ON DOUBLE SIDED TAPE

POLYETHYLENE 10 MILS TIGHTLT ATTACHED TOP & BOTTOM. MAINTAIN ALL DUST WITHIN RETAIL SPACE.

EXT'G BASE BLD'G CEILING. REPAIR UPON COMPLETION.PAINT AS REQUIRED.

NOTE:

1. DO NOT DAMAGE EXISTING COURSE FLOORING.2. REMOVAL OF VELCRO/GLUE TO BE APPROVED

METHOD BY PROFESSIONALS.3. BRACE AS REQ'D TO TENANT WALLS ONLY4. ANY DAMAGED FLOORING TO BE REPAIRED BY GC.5. 5/8" THICK PLYWOOD TO BE PLACED OVER EXISTING

TERRAZZO FLOORS WITHIN THE WORK AREA.

BASEBOARD IN AIRPORT-APPROVED COLOR

METAL TOP CHANNEL SCREWED INTO STUDS WITH SELFTAPPING METAL SCREWS.

PROVIDE SEMI-RIGIDINSULATION WOOL BETWEENSTUDS FOR SOUND PROOFING

EXISTING FLOOR PLANAND CEILING PLAN NOTESA. IF DURING DEMOLITION CONDITIONS ARE

REVEALED THAT MAY JEOPARDIZE INTEGRITYOF STRUCTURE OR PRECLUDE FOLLOWINGDESIGN INTENT, GENERAL CONTRACTOR TOIMMEDIATELY NOTIFY ARCHITECT OF RECORDAND STARBUCKS PROJECT DEVELOPMENTMANAGER.

B. GENERAL CONTRACTOR IS RESPONSIBLE FORSITE INVESTIGATION PRIOR TO DEMOLITION TOREVEAL FULL SCOPE OF WORK.

C. LABEL ALL EXISTING ITEMS THAT ARE TO BEPROPERLY STORED FOR RE-INSTALLATION.

PROJECT LOCATION

NOTE THAT EXISTING AIRPORT STRUCTURAL STEEL ELEMENTS ARE FINISHED WITH SPECIAL INTUMESCENTPAINT COATING TO ENSURE THE REQUIRED FIRE RESISTANCE. PROTECT AND PRESERVE THESE FINISHESAT ALL STAGES OF THE WORK.- SHOULD THE PAINT FINISH BE DAMAGED DURING CONSTRUCTION, ADVISE THE APPROPRIATE ADMAUTHORITY PRIOR TO UNDERTAKING REPAIRS USING THE FOLLOWING:- PRIMER COAT: A/D FIREFILM III BY AD INC FIRE PROTECTION SYSTEMS, OR ADM APPROVEDEQUIVALENT.- FINISH COAT: A/D COLORCOAT BY AD INC FIRE PROTECTION SYSTEMS, OR ADM APPROVEDEQUIVALENT.- APPLY PRODUCT BY SPRAY APPLICATION. ENSURE COMPLIANCE WITH ALL MANUFACTURER’SRECOMMENDATIONS WITH RESPECT TO SURFACE PREPARATION AND COVERAGE.- APPLY ONE (1) COAT OF PRIMER; THICKNESS AS PER MANUFACTURER’S RECOMMENDATION, BUTNEVER SURPASSING 30 MILS (0.76 MM)- APPLY TWO (2) FINISH COATS, WITH A TOTAL DRY FILM THICKNESS OF 4 MILS.- PAINT SURFACE AREA DEEMED SUFFICIENT BY ADM TO PROPERLY MASK REPAIR WORKS.- COLOR TO MATCH EXISTING SURFACES.

INTUMESCANT PAINT NOTES

GC IS RESPONSIBLE FOR PATCHING, REPARING, AND LEVELING ALL FLOORSWITHIN TENANT SPACE. GENERAL CONTRACTOR TO VERIFY FLATNESS OF FLOORAT 5'-0" INTERVALS. CLEAN AND LEVEL FLOOR IN FLOOR PREPARATION FOR ALLVARIANCES WITHIN 1/2". ADVISE CLIENT AND ARCHITECT OF ANY DISCREPANCYBEYOND 1/2".

ALL SLAB/SUB FLOOR PENETRATIONS ARE TO BE WITHIN THE LIMIT OF DEMISEAND COMPLY WITH ALL AIRPORT REGULATIONS.

SEAL ANY UNUSED OPENINGS IN THE SLAB WITH CAST CONCRETE. FOR OPENINGSLARGER THAN 4", INSTALL A MINIMUM OF TWO (2) TAP-CON ANCHORS IN THEOPENING TO ENSURE BETTER ADHESION.

REPAIR ANY FINISHES, EXISTING TO REMAIN, DAMAGED DURING THE PROJECT.

GENERAL NOTES

104

A

BBXC

X8

CAFE

BACKBAR

SIT HEREBAR

WORKROOM

20' - 2 1/4" [6151]

4

3

43

5

6

7

34' -

5 1/2"

[105

04]

4

4

3

3

3

9' - 1

1 3/4"

[304

2]

9' - 9

" [297

5]

5' - 11 1/2" [1813]

9' - 7 1/4" [2929]

7' - 7

" [231

4]

12' -

5" [37

85]

15' -

8" [47

75]

9' - 9 3/4" [2992]

4' - 6" [1370]8' - 9 1/2" [2682]

2' - 7 1/2" [798]23' - 6 1/4" [7171]

4' - 6

3/4"

[1389

]

7

7

3' - 0" [914]

3' - 0

" [914

]

3' - 0" [914]

8

9

23' - 4 1/2" [7126]

6 3/4"

[170

]

9' - 0 3/4" [2762]

8" [203]4' - 2 1/2" [1281]

8" [203]10' -

3 3/4"

[314

2]

8' - 4

1/2"

[2553

]

27' -

0" [82

28]

5" [130]

9' - 4" [2845]

8" [20

3]6 1

/4" [1

59]

2' - 6

1/2"

[777]

1

1

1

1

1011

3

PENETRATIONS INTO STRUCTURE:ALL INDICATED PENETRATIONS IN CONCRETE SLABS AND EXISTING STRUCTURAL BUILDING ELEMENTS SHOWN ON ARCHITECTURAL PLANSARE FOR REFERENCE PURPOSES ONLY.GENERAL CONTRACTOR (GC) TO REFERENCE MECHANICAL, ELECTRICAL, AND FOOD SERVICES CONSTRUCTION DOCUMENTS IN ORDER TODETERMINE EXACT LOCATION AND SIZE OF ALL REQUIRED OPENINGS.GC TO EXECUTE PENETRATIONS FOLLOWING THE ADM PROCEDURES AND SPECIFICATIONS LISTED BELOW, INCLUDING REQUIRED SCANNINGOF SLABS AND STRUCTURAL ENGINEERING SIGN-OFF, PRIOR TO DRILLING.ALL PENETRATIONS PASSING THROUGH REQUIRED FIRE SEPARATIONS SHALL BE SEALED USING A ULC LISTED PROCEDURE PROVIDING THERESISTANCE OF THE ORIGINAL SEPARATION.

ADM PROCEDURES FOR PENETRATIONS INTO STRUCTURE:- THE PURPOSE OF THIS DOCUMENT IS TO PRESENT ADM’S CRITERIA RELATED TO DRILLING ACROSS STRUCTURE ELEMENTS IN THETERMINAL BUILDING. THESE CRITERIA SHOULD NOT BE APPLIED TO THE MULTI-LEVEL PARKING STRUCTURE.- A STRUCTURAL ENGINEER SHOULD BE MANDATED FOR ALL DRILLING WORK ACROSS THE STRUCTURE ELEMENTS. THE ENGINEERSHOULD PREPARE, SEAL, SIGN AND SUBMIT ALL RELATED DOCUMENTS.- ALL CRITERIA LISTED BELOW SHOULD BE FOLLOWED AND MET IN ORDER TO DRILL IN THE STRUCTURE ELEMENTS OF THE TERMINALBUILDING:1. FOR DRILLING IN THE REINFORCED CONCRETE STRUCTURE OR IN SLABS ON STEEL DECKING, THE CONTRACTOR PROFESSIONAL MUSTSUBMIT A DRAWING OF THE PROPOSED DRILLINGS LOCATIONS. SUCH DRAWINGS MUST BE SIGNED AND SEALED BY A STRUCTURALENGINEER MEMBER OF L’ORDRE DES INGÉNIEURS DU QUÉBEC.2. THE DRAWING MUST SHOW THE LOCATION OF ALL PROPOSED OPENINGS ACROSS THE STRUCTURE. THE DRAWING MUST BE PRODUCEDFOR EACH FLOOR AND SHOWS PRECISELY THE POSITIONS OF THE OPENINGS AS RELATED TO THE BUILDING’S AXIS. THE DRAWING MUST BESUBMITTED TO THE PROJECT’S ARCHITECT AND ADM FOR APPROVAL. DRAWINGS WILL INDICATE ALSO DIAMETERS OR SIZES OF PROPOSEDAND EXISTING DRILLED OPENING(S).3. THE STRUCTURAL ENGINEER MUST CONSULT THE EXISTING DRAWINGS OF THE STRUCTURE AT ADM’S TECHNICAL DATA CENTER (CDT).THE ENGINEER MUST ALSO VALIDATE ONSITE BOTH FACES OF THE STRUCTURAL ELEMENT TO BE DRILLED. DRILLINGS IN REINFORCEDCONCRETE MUST BE EXECUTED WITHOUT DAMAGING THE REINFORCING STEEL OR PRE-STRESSED CABLES. LOCATING REINFORCING STEEL,PRE-STRESSED CABLES AND ANY OTHER ELEMENTS IN THE CONCRETE STRUCTURE MUST BE EXECUTED BY A SPECIALIZED FIRM AND MUSTBE SUPERVISED BY A STRUCTURAL ENGINEER.4. IT IS PROHIBITED TO DRILL INTO BEAMS, COLUMNS, ABACUS AND COLUMN CAPS OF THE REINFORCED CONCRETE STRUCTURE OR INTOPRE-STRESSED CONCRETE ELEMENTS.5. FOR ANY DRILLINGS OF 200 MM IN DIAMETER OR MORE IN THE REINFORCED CONCRETE STRUCTURE OR IN SLABS ON STEEL DECKING,THE ENGINEER MUST PROVIDE HIS CALCULATIONS WITH THE PROPOSED DRILLINGS DRAWING AND, IF APPLICABLE, THE STRUCTURALSTRENGTHENING METHOD BEFORE THE WORK BEGINS.6. DRILLING INTO STRUCTURAL STEEL ELEMENTS (COLUMNS AND BEAMS) IS NOT AUTHORIZED. IN CASE WHERE THE DRILLING CAN ‘T BEAVOIDED, THE STRUCTURAL ENGINEER MUST SUBMIT TO ADM STUDY AND RELEVANT CALCULATIONS FOR APPROVAL.7. ALL OPENINGS UNUSED OR LEFT EMPTY SHOULD BE REPAIRED ACCORDING TO THE SPECIFICATIONS OF THE STRUCTURAL ENGINEERAND THE SATISFACTION OF ADM.8. ANY FIRE SEPARATION SYSTEM (FLOOR, CEILING, WALL, PARTITION) CROSSED BY A DUCT OR PIPE MUST BE SEALED AT THE CONNECTINGPOINT AND THE DUCT OR PIPE MUST BE PROVIDED WITH A FIRE DAMPER TO MAINTAIN THE INTEGRITY OF THE FIRE SEPARATION WHENNEEDED. THE FIRE PROTECTION RATING FOR BOTH THE SEALING MATERIAL OF THE OPENING AND THE DAMPER HAVE TO BE THE SAME AS THESTRUCTURAL ELEMENT CROSSED ACCORDING TO THE REQUIREMENTS OF THE NATIONAL BUILDING CODE OF CANADA - 2005.

PENETRATION NOTESADM; STRUCTURAL AND CIVIL ENGINEERING SPECIFICATIONS4.1 RESTRICTIONS4.1.1 IT IS STRICTLY FORBIDDEN TO DRILL IN BEAMS, COLUMNS, ABACUSES, CAPITALS OF COLUMNS IN THE REINFORCED CONCRETE, INTHE STRUCTURAL ELEMENTS HAVING PRE-CONSTRAINT CABLES AND IN STRUCTURAL STEEL ELEMENTS. IN CASE DRILLING CANNOT BEAVOIDED, THE CONTRACTOR MUST FOLLOW THE PROCEDURE OUTLINED IN SECTION SECTION 4.3 BELOW.4.1.2 IT IS STRICTLY FORBIDDEN TO MAKE TRENCH CUTS IN CONCRETE SLABS.

4.2 DRILLING, ADJUSTMENTS AND SEALING4.2.1 THE CONTRACTOR MUST PERFORM ALL DRILLINGS (INCLUDING THOSE PERFORMED DURING EXCAVATIONS), ADJUSTMENTS ANDSEALING OPERATIONS ON JOBS WHICH MUST BE CONNECTED TO OTHER CIVIL WORKS IN SUCH A WAY THAT THE FINAL RESULT IS PRECISEAND WITHOUT GAPS.4.2.2 WHENEVER A NEW CIVIL WORK MUST BE CONNECTED TO AN EXISTING ONE THAT IS MODIFIED, THE CONTRACTOR MUST PERFORMDRILLINGS, SEALING OPERATIONS AND REFURBISHMENT OF THE EXISTING CIVIL WORK AS REQUIRED TO ADAPT BOTH NEW AND OLD CIVILWORKS.4.2.3 THE CONTRACTOR MUST OBTAIN ADM`S AUTHORIZATION BEFORE PERFORMING ANY DRILLING.4.2.4 THE CONTRACTOR MUST DRILL IN SUCH A MANNER AS TO ENSURE THAT EDGES ARE CLEAN AND SMOOTH AND TO ENSURE THAT THESEALED JOINTS BE THE LEAST VISIBLE POSSIBLE.4.2.5 THE CONTRACTOR MUST INSTALL HERMETIC JOINTS BETWEEN THE CIVIL WORKS AND ANY PIPES, SLEEVES, AND CONDUITS.

4.3 DRILLING PROCEDURE4.3.1 BEFORE ANY DRILLING, THE CONTRACTOR MUST SUBMIT A DRAWING CLEARLY INDICATING LOCATION AND DIMENSIONS OF ALLPROPOSED DRILLINGS. THE DRILLINGS ON THE DRAWING MUST BE QUOTED WITH RESPECT TO AXES OF THE BUILDING. THE DRAWING MUSTBE UPDATED ON SITE DURING EXECUTION IN ORDER TO REFLECT THE ACTUAL LOCATION OF THE DRILLINGS AND SUBMITTED WITH AS-BUILTDOCUMENTS.4.3.2 WHEN REQUESTED BY ADM`S REPRESENTATIVE, THE CONTRACTOR SHALL FIRST LOCATE (E.G X-RAY) THE REINFORCEMENT BARSWITHIN AND AROUND THE STRUCTURAL ELEMENT THAT IS TO BE DRILLED. ONCE LOCATED, THESE SHALL BE MARKED ON THE SURFACE THATIS TO BE DRILLED.4.3.3 THE CONTRACTOR MUST MARK THE DRILLINGS ON SITE (LOCATION AND DIMENSION);4.3.4 THE CONTRACTOR MUST SURVEY THE SURROUNDINGS OF THE PROPOSED DRILLING ON SITE AND PROVIDE THE INFORMATION TOADM`S REPRESENTATIVE.4.3.5 AT ALL TIMES DURING THE DRILLING WORK (WHICH APPLIES ALSO TO TEST HOLES), THE CONTRACTOR MUST POSITION A WORKER ONBOTH SIDES OF THE SURFACE BEING DRILLED. THE WORKERS MUST HAVE COMMUNICATION EQUIPMENT IN ORDER TO BE ABLE TO STOP THEDRILLING WORK IF NECESSARY.4.3.6 THE CONTRACTOR MUST OBTAIN AUTHORIZATION FROM THE ADM`S REPRESENTATIVE BEFORE UNDERTAKING A TEST HOLE.4.3.7 THE CONTRACTOR MUST OBTAIN AUTHORIZATION FROM THE ADM`S REPRESENTATIVE BEFORE UNDERTAKING THE DRILLING.

FLOOR PENETRATION

PLUMBING PENETRATION AREA

PENETRATION SYMBOLLEGEND

DATUM POINT

ELECTRICAL PENETRATION HOLEØ 1 1/2''. SEE ENGINEERINGDOCUMENT FOR MOREINFORMATION

PLUMBING PENETRATIONHOLE Ø 2'' SEE ENGINEERINGDOCUMENTS FOR MOREINFORMATION



DATUM INDICATED DIMENSIONSTART POINT.

EXISTING EPOXY-TERRAZZOFLOORING. PROTECT DURINGCONSTRUCTION.

DROP PANEL BELOW. REFER TOSTRUCTURAL PLANS.

TEMPORARY BARRICADE WALL.REFER TO DETAIL 2/A-200.

PROVIDE HOLLOW METALDOUBLE DOOR OF TWO(2)36''X84'' AS INDICATED ON PLAN.PROVIDE KEYS OR COMBINAITIONTO AIRPORT.

ELECTRICAL PENETRATION HOLEØ 3''. SEE ENGINEERINGDOCUMENT FOR MOREINFORMATION

ELECTRICAL PENETRATION HOLEØ 4''. SEE ENGINEERINGDOCUMENT FOR MOREINFORMATION

1

2

3

4

6

SHEET NOTES

5

7

8

9

10

11

104

A

BBXC

X8

15' 5 5/16'' (4707) AFF

CONCRETE FLOORSLAB

9' 5/8'' (2760) AFF

ACCOUSTICALTILES

15' 4 11/16''(4692) AFF

CONCRETEFLOORSLAB

15' 4 11/16''(4692) AFF

CONCRETE FLOORSLAB

OUTLINE OF LOCATION ABOVE

B1422

B1440

B1446



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No PERMIS

TITRE

DESSINÉ PAR

APPROUVÉ

ÉCHELLE

DATE

DESSIN

ARCHITECTE

CONSULTANTS

ÉMISSIONS

NOTES :

CLIENT

SCEAU

AP-YUL-019/STA-001

As indicated

r12/1/

2016

5:1

3:28

PM

A-200

2016-003

STARBUCKS B2502

PM

01/04/16

AM

LOCATION PLAN,PENETRATION PLAN ANDEXISTING CONTIONS, ANDTEMPORARY BARRICADE

DETAIL

MONTREAL TRUDEAUINTERNATIONAL AIRPORT MONTREAL,

CANADA

PMI-09-15-D088

HMS HOST

Scale: 1/32" = 1'-0"4 LOCATION PLAN - LEVEL 2

Scale: 1/2" = 1'-0"2 TEMPORARY BARRICADE DETAIL

GENERAL CONTRACTOR TO VERIFY ALLDIMENSIONS IN THE FIELD AND COORDINATE

AS NECESSARY WITH ARCHITECT OF RECORD.

Scale: 1/4" = 1'-0"3 PENETRATION PLAN - LEVEL 2

CLIENT

CONCESSION

STRUCTURE / STRUCTURE

MECHANIQUE-ÉLÉCTRIQUE / MECHANICAL-ELECTRICAL

PLAN CLÉ / KEY PLAN

Scale: 1/4" = 1'-0"1 EXISTING CONDITIONS - LEVEL 1

DATE ÉMIS ÉMISSION PAR REV*2016-02-01 FOR PERMIT PA 1

104 103

A

BBXC

X8

CAFE

BACKBAR

SIT HEREBAR

WORKROOM

1

3

C X5006

C X5005

2

NEW GYP SOFFIT

NEW GYP SOFFIT

NEWPERFORATEDMETAL SHEET

SOFFIT

2A-805

C X5012 A-8054

24' - 4" [7419]

9' - 5 1/2" [2883]

21' -

10 1/

4" [66

62]

5' - 0

" [152

4]

1' - 6" [457]

EQ

2' - 3" [687]

2' - 3" [687]

2' - 3" [687]

2' - 3" [687]

2' - 3" [687]

2' - 3" [687]

2' - 3" [687]

2' - 3" [687]

2' - 3" [687]

1' - 6" [457]

2' - 11 1/4" [893]

6' - 9 1/2" [2070]

11" [281]

6' - 9 1/2" [2070]

1 1/2" [37]

5' - 1 3/4" [1570]

1' - 3 1/4" [389]

3' - 1

0" [11

68]

6 3/4" [168]

7

3

XP900

1A-805

104 103

A

BB

XC

X8

CAFE

BACKBAR

SIT HEREBAR

WORKROOM

5

1

1

11

2

11

1

2

22

2

22

8' - 7 1/2" [2628]

1' - 7 1/2" [493]

7' - 4" [2235]

1' - 7 1/4" [491]

18' -

11 1/

2" [57

76]

4' - 5

" [134

6]

23' -

4 1/2"

[712

2]

10' - 6 3/4" [3219]

11 1/

2" [29

2]

13' -

1 3/4"

[400

6]

5' - 1

1 1/4"

[180

8]

24' - 4" [7419]

3' - 3

3/4"

[1007

] 3' -

10" [1

168]

23' - 11 3/4" [7307] HOLD

2' - 5 1/2" [752]

4' - 7

" [139

6]

1' - 11" [585]

9' - 3

1/4"

[2823

]

D 10086

6

+/- 8'-6" AFF

+/- 4'-11 1/4" AFF

+/- 7'-8 1/4" AFF

+/- 8'-6" AFF

+/- 8'-6" AFF

+/- 8'-6" AFF

+/- 7'-9" AFF

+/- 8'-6" AFF

36' - 9" [11204]

37' - 2 3/4" [11346]

34' -

5 1/2"

[105

04]

33' -

11 1/

2" [10

352]

4 1/4"

[108

]

NEW PARTIAL HEIGHT WALL 7" [180MM]

20 GA 6" (152 MM) METAL STUDS 16" (406 MM) O.C.WITH 5/8" (16 MM) MOISTURE RESISTANT GYPSUMBOARD ON BOTH SIDES TO SPECIFIED HEIGHT.SECURE MOISTURE RESISTANT GYPSUM BOARD TOSTUDS WITH DRYWALL SCREWS AT 10" (254 MM)O.C. AT PANEL EDGES AND 12" (305 MM) O.C. ATINTERMEDIATE SUPPORTS.

1

NEW PARTIAL HEIGHT WALL 4 1/2" [114MM]

20 GA 3-5/8" (86 MM) METAL STUDS 16" (406 MM)O.C. WITH 5/8" (16 MM) MOISTURE RESISTANTGYPSUM BOARD ON BOTH SIDES TO SPECIFIEDHEIGHT. DRYWALL SCREWS @ 12" (305 MM) O.C.

2

7 1/

4" [1

86]

4 1/

2" [1

14]

WALL TYPE

A. PROVIDE GROMMET AT ALL CEILINGPENETRATIONS FOR FIXTURES OR SUPPORTS.

B. PAINT ALL EXPOSED HVAC DUCTS, HVACDIFFUSERS, RECESSED SPEAKERS, LIGHT TRIMRINGS, PIPING, CONDUIT AND JUNCTION BOXESTHE SAME COLOR AS SPECIFIED ONSURROUNDING CEILING OR SOFFIT UNLESSNOTED OTHERWISE. TYPICAL THROUGHOUTRETAIL AREA OF STORE.

C. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USESTARBUCKS NATIONAL SHERWIN-WILLIAMSACCOUNT "COLOR CODE" WHEN ORDERINGPAINTS.

D. BALLAST BOXES, TRANSFORMERS, JUNCTIONBOXES, AND WIRING FOR ALL LIGHT FIXTURES TOBE INSTALLED HIDDEN FROM VIEW.

E. SEE ELECTRICAL / MECHANICAL DOCUMENTS FORMORE INFORMATION.

REFLECTEDCEILING PLAN NOTES

A. GENERAL CONTRACTOR TO FIELD VERIFY ALLDIMENSIONS AND NOTIFY ARCHITECT OFRECORD AND STARBUCKS PROJECTDEVELOPMENT MANAGER OF ANYDISCREPANCIES PRIOR TO CONSTRUCTION.

B. GENERAL CONTRACTOR TO PROVIDE WOODSTUD BLOCKING, OR EQUIVALENT, TO SUPPORTANY WALL ATTACHMENT AND/OR SIGNAGE.

C. ALL DOORS TO PROVIDE 36” (915MM) MINIMUMCLEAR OPENING WHEN OPENED TO 90 DEGREEPOSITION, UNLESS OTHERWISE NOTED.

D. ALL DIMENSIONS ARE TO FINISHED FACEUNLESS SHOWN OR NOTED OTHERWISE.

E. SEE STRUCTURAL DOCUMENTS FOR MOREINFORMATION REGARDING THE STRUCTURELOCATED INSIDE THE WALL

INTERIOR FLOOR PLANNOTES

SHEET NOTES SURFACE MOUNT LIGHT TRACK DIRECTLY TO

UNDERSIDE OF CASEWORK. SEE ENGINEERINGDOCUMENTS FOR MORE INFORMATION

ADJUST FOCUS OF ALL TRACK LIGHTING ANDRECESSED DIRECTIONAL LIGHTING TO FULLYILLUMINATE MENU BOARDS, MERCHANDISEBAYS, AND ARTWORK. SEE ENGINEERINGDOCUMENTS FOR MORE INFORMATION

OPEN TO EXISTING AIRPORT CEILING ABOVE.

N/A

INSTALL GREEN BOARD ON BACKBAR WALL PERSPECIFICATIONS.

DATUM INDICATES DIMENSION START POINT.

OPEN WORK CEILING WITH METAL FINS.

1

2

3

4

5

6

7

EXISTING COLUMN

NEW PARTIAL HEIGHT WALL

INTERIOR WALL LEGEND

DATUM POINT

SYMBOL LEGEND

SEISMIC REINFORCEMENT SHALL BE REQUIRED FOR SUSPENDED CEILING STRUCTURE.SUBMIT SHOP DRAWINGS TOSTRUCTURAL ENGINEER FOR VERIFICATION PRIOR TO ASSEMBLY OR INSTALLATION.

SEISMIC REINFORCEMENT; SUSPENDED CEILING STRUCTURE.

104 103

A

BB

XC

X8

A-400

1

A-400

2

A-400

4

A-400

3

A-400

10

9 8

A-400

5 6

15

A-400

7

A-400

13 14

1112

CAFE

BACKBARSIT HEREBAR

WORKROOM

(BELOW)

GREEN BOARD SPECIFICATION(MOISTURE RESISTANT GYPSUM BOARD)

1/2'' NON COMBUSTIBLE WATER AND MOULD-RESISTANT GYPSUMBOARD PANEL.- ACCEPTABLE PRODUCT: SHEETROCK PANELS ULTRALIGHT MOULD TOUGH FROM CGC OR, APPROVED EQUIVALENT.

TYPE F

INTERIOR DOOR LEGEND

1' -

8" [5

08]

10" [254]- ONE PIECE WELDED, GALVANIZED STEEL FRAME. FRAME THICKNESS: 1.6 MM / 16 GAUGE.- "U" SHAPE PROFILE AS REQUIRED BY DOOR MANUFACTURER.- WALL ANCHORS: TYPE AND MODEL RECOMMENDED BY FRAME MANUFACTURER. STEEL;

THICKNESS 0.9MM / 20 GAUGE- FLOOR ANCHORS: GALVANIZED STEEL; THICKNESS 1.9MM / 14 GAUGE- NEOPRENE BUMPERS

WORKROOM DOOR (TYPE F)DOOR FRAME:

- SOLID WOOD CORE; WITH HIGH PRESSURE PLASTIC LAMINATE FINISH; 1" THICK OVERALL.- COLOUR: GRAPHITE.- PROVIDE S/S EDGE CAP.- VISION PANEL, 10"X20", TO BE CENTERED

MATERIAL:

- STAINLESS STEEL HARDWARE INCLUDED WITH DOUBLE ACTING DOOR SYSTEM.- 18" STAINLESS STEEL KICK PLATE AT THE BOTTOM OF THE DOOR.- 12" STAINLESS STEEL KICK PLATE ATE THE CENTER OF THE DOOR.

HARDWARE:

- SCP-8 FROM ELIASON DOOR CORP, OR APPROVED EQUIVALENT.ACCEPTABLEPRODUCT:

7' -

0" [2

134]

DOOR:655, rue Desnoyers, bureau 204, Montréal Qc H4C 3E1A dmaarchitectes.comW


TFC



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TITRE

DESSINÉ PAR

APPROUVÉ

ÉCHELLE

DATE

DESSIN

ARCHITECTE

CONSULTANTS

ÉMISSIONS

NOTES :

CLIENT

SCEAU

AP-YUL-019/STA-001

As indicated

r12/1/

2016

5:1

3:34

PM

A-300

2016-003

STARBUCKS B2502

PM

01/04/16

AM

INTERIOR FLOOR PLAN, DOORSCHEDULE, REFLECTED

CEILING PLAN, ANDELEVATION REFRENCE PLAN


CANADA

PMI-09-15-D088

HMS HOST

Scale: 1/4" = 1'-0"3 REFLECTED CEILING PLAN

Scale: 1/4" = 1'-0"1 FLOOR PLAN

INTERIOR DOOR SCHEDULE - "D"

DESIGN ID COUNT DESCRIPTION RESP. COMMENTSDOOR

10086 1 DOOR - SINGLE IMPACT DOUBLE ACTING -36IN 915MM

GC / GC TYPE F; FINISH GRAPHITE, PAINTFRAME TO MATCH

GENERAL CONTRACTOR TO VERIFY ALLDIMENSIONS IN THE FIELD AND COORDINATE

AS NECESSARY WITH ARCHITECT OF RECORD.

Scale: 1/4" = 1'-0"2 ELEVATION REFERENCE PLANCLIENT

CONCESSION





7' -

11" [

2413

]

1' - 9" [534]

B 11403

Q 12203

1' - 9" [533]

8' -

2 1/

4" [2

496]

SX16130

SX16130OPEN BEYOND

2

3

1

WD0051 3

A-40016

A-40016

± 4'

- 11

1/4

" [15

05]

TILE START POINT

3

OPEN BEYOND

7

SX16130

8' -

2 1/

2" [2

503]

2' - 7 3/4" [806]

8' -

1 1/

4" [2

470]

B 11403Q 12203

1

3 3

OPEN BEYOND

2TILE START POINT

8' -

1 1/

4" [2

470]

B 11403

Q 12203

WD0051

SX16130 1

3' - 10" [1168]

3

7" [177]

2

OPEN BEYOND

3

3B 11403 B X9200

SX16130

8' -

2 1/

4" [2

496]

1' - 3 1/4" [388]S 14054

OPEN BEYOND

1

2

11' - 0" [302]

8' -

1 1/

4" [2

470]

B 11403

B 11361

Q 11469

3

X8

B 11361

Q 11469 3

X8

B 11361

Q 11469

3

B 11361

Q 11469

3

GX12837 GX12837GX12839 GX12839

GX12837GX12839 GX12839

GX12838 GX12838GX12839

GX12837GX12839

OPEN BEYOND

SINK

HAND WRM 08-01 FILLER BRW CBS 08-01

Q 13308

B 11403

A-80015

14A-800

4 5

C 13265 CX10686

5" [1

27]

XP9000 BANQUETTE SEATING

B 11403

3' - 8" [1118] 3' - 8" [1118]

G X1000

7' -

2" [2

186]

6

3

B 11403

OPEN BEYOND

3

FOOD CASE MODIFIED POS 05-02 MODIFIED ESP 24-04B 11403

2' -

10" [

864]

3

FOOD CASECBS 08-01

2' -

10" [

864]

OPEN BEYOND

B 11403

X8

Q 15113 B 11403

Q 12203

7' -

6" [2

286]

13' - 0 3/4" [3983]

A-80014

X8

8' -

1" [2

464]

OPENBEYOND

B 11403CBS 08-01 MODIFIED ESP 24-04

A. GENERAL CONTRACTOR TO COORDINATE ANDSCHEDULE SIGNAGE INSTALLATION WITH THESIGNAGE CONTRACTOR PROVIDING A MINIMUMSCHEDULING NOTICE OF 4 WEEKS AND 1 WEEKPRIOR TO SCHEDULED DATE OF INSTALLATION.STARBUCKS PROJECT DEVELOPMENT MANAGERTO PROVIDE GENERAL CONTRACTOR WITHSIGNAGE CONTRACTOR CONTACTINFORMATION.

B. GENERAL CONTRACTOR SHALL COORDINATEWITH ELECTRICAL DOCUMENTS TO FURNISHAND INSTALL ELECTRICAL CIRCUITS INCLUDINGALL CONDUIT, WIRE, CONNECTIONS, ANDBREAKER AT PANEL BOARD NECESSARY TOSERVE SIGNAGE.

C. GENERAL CONTRACTOR TO PROVIDE FIRETREATED WOOD STUD BLOCKING, OREQUIVALENT, TO SUPPORT SIGNAGE.

D. SIGNAGE CONTRACTOR SHALL ATTAINLICENSEE'S APPROVAL, OBTAIN PERMIT(S) ANDINSTALL SIGNAGE IN COMPLIANCE WITH ALLLOCAL JURISDICTIONAL REQUIREMENTS.

E. SIGNAGE CONTRACTOR TO SUPPLY SHOPDRAWINGS TO THE LICENSEE, STARBUCKSDESIGN MANAGER AND TO THE GENERALCONTRACTOR AS NEEDED. GENERALCONTRACTOR TO NOTIFY STARBUCKS PROJECTDEVELOPMENT MANAGER IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCYWITH ARCHITECTURAL DRAWINGS.

F. GENERAL CONTRACTOR TO CLEAN, PATCH ANDREPAIR EXISTING AIRPORT FINISHES ASREQUIRED.

EXTERIOR ELEVATIONNOTES

A. REFER TO ARTWORK PROVIDER'SINSTRUCTIONS SHIPPED WITH ARTWORK FORINSTALLATION AND SPACING REQUIREMENTS.

B. CHANGE OF PAINT COLOR ALLOWED ONLY ATINSIDE CORNERS, UNLESS OTHERWISE NOTED.


D. FOR PAINT AND WALL TREATMENT SCHEDULES,REFER TO WALL FINISH PLAN.

E. INSTALL BACKBAR WALL CABINETS BEFOREWALL TILE. RUN BACKBAR WALL TILE TOUNDERSIDE OF WALL CABINETS, NOT BEHINDCABINETS.

INTERIOR ELEVATIONNOTES

SHEET NOTESSTARBUCKS DESIGN MANAGER TO COORDINATESIGNAGE PROPOSAL WITH VENDER.

EXISTING AIRPORT FINISH TO REMAIN. PROTECTDURING CONSTRUCTION.

SEE SHEET A-800 FOR TILE BASE SCHEDULE,FOR WALL TREATMENT SCHEDULE, AND FORPAINT SCHEDULE.

BACK BAR WALL TILE TO EXTEND FULL HEIGHTBEHIND WARMING STATION DOWN TO TOP OFTILE BASE.

BACK BAR WALL TILE TO BE INSTALLED IN"RUNNING BOND" PATTERN.

NEW LIGHTING SCHEDULE. REFER TOENGINEERING DOCUMENTS.

EXACT HEIGHT TO BE COORDINATED ON SITEWITH THE SOFFIT LOCATION AND THE MENUBOARD HEIGHT.

1

2

3

4

5

6

7

11 1/2" [291]

4" [1

02]

11 1/2" [295]

WALL PREPARATION PROCEDURE TOTHE INSTALLATION OF VINYL WALLGRAPHICS1. APPLY ONE(1) COAT OF ACRYLIC LATEX PRIMER.

2. APPLY TWO(2) COATS OF ACRYLIC LATEX FINISH PAINT.

3. ALLOW SIX(6) FULL DAYS DRYING TIME PRIOR TO THE INSTALLATIONOF VINYL WALL GRAPHICS.



TFC



PROJET

No PROJET

No PERMIS

TITRE

DESSINÉ PAR

APPROUVÉ

ÉCHELLE

DATE

DESSIN

ARCHITECTE

CONSULTANTS

ÉMISSIONS

NOTES :

CLIENT

SCEAU

AP-YUL-019/STA-001

As indicated

r12/1/

2016

5:1

4:00

PM

A-400

2016-003

STARBUCKS B2502

PM

01/04/16

AM

ELEVATIONS


CANADA

PMI-09-15-D088

HMS HOST

Scale: 3/8" = 1'-0"1 EXTERIOR ELEVATION - NORTHEAST

Scale: 3/8" = 1'-0"2 EXTERIOR ELEVATION - NORTHWEST

Scale: 3/8" = 1'-0"3 EXTERIOR ELEVATION - SOUTHEAST

Scale: 3/8" = 1'-0"4 EXTERIOR ELEVATION - SOUTHWEST

Scale: 3/8" = 1'-0"14 ELEVATION - WORKROOM NORTHEASTScale: 3/8" = 1'-0"13 ELEVATION - WORKROOM NORTHWEST

Scale: 3/8" = 1'-0"11 ELEVATION - WORKROOM SOUTHEASTScale: 3/8" = 1'-0"12 ELEVATION - WORKROOM SOUTHWEST

Scale: 3/8" = 1'-0"10 ELEVATION - BACKBAR

Scale: 3/8" = 1'-0"7 ELEVATION - BANQUETTE

Scale: 3/8" = 1'-0"15 ELEVATION - CONDIMENTS CART

Scale: 3/8" = 1'-0"5 ELEVATION - FRONT BAR (CUSTOMER SIDE)

Scale: 3/8" = 1'-0"8 ELEVATION - FRONT BAR (PARTNER SIDE)

Scale: 3/8" = 1'-0"6 ELEVATION - MERCH WALL

Scale: 3/8" = 1'-0"9 ELEVATION - SIDE BAR

EXTERIOR SIGNAGE SCHEDULE - "S"

DESIGN ID COUNT DESCRIPTION RESP. BULB COMMENTSSIGNAGE - DISK

X16130 2 SIGN - DISK BLADE ILLUMINATED WALLMOUNTED EVOLVED - 18IN 455MM

SB / 3PV CUSTOM HORIZONTAL MOUNTINGHARDWARE. COORDINATE WITHSTARBUCKS DM.

SIGNAGE - WORDMARK14054 1 SIGN - INLINE ILLUMINATED CAFE STARBUCKS

FLUSH MOUNTED SMALL - 8IN 205MMSB / 3PV WHITE LETTERS

GRAPHICS AND ARTWORK SCHEDULE - "G"

DESIGN ID COUNT DESCRIPTION RESP. COMMENTSGRAPHICS - INTERIOR MENU

X1000 1 SBXART_00947_BLACK SB / GC IMAGE TO BE PRINTED ON BLOCKWITH MT0028 FRAME

X12837 4 MENU BOARD - 1 FRONT PANEL INSERT STYLE SB / GC PROVIDED BY KRS CONTACT BEKKIWILLIAMS

X12838 2 MENU BOARD - DAILY OFFERINGCHALKBOARD FRONT PANEL RECTANGULAR

SB / GC PROVIDED BY KRS CONTACT BEKKIWILLIAMS

X12839 6 MENU BOARD - UNIVERSAL MOUNTINGHARDWARE FOR FRONT PANELS

SB / GC PROVIDED BY KRS CONTACT BEKKIWILLIAMS

Scale:16 CUSTOM MOUNTING FOR BLADE SIGN ALL SIGNAGE SUPPLIED AND

INSTALLED UNDER SEPARATE PERMIT.

CLIENT

CONCESSION





104 103

A

BB

XC

X8

A-400

1

A-400

2

A-400

4

A-400

3

A-400

10

9 8

A-400

5 6

15

A-400

7

A-400

13 14

1112

CAFE

BACKBARSIT HERE

BAR

WORKROOM

F D

D

D

B

B

B

B

A

A

EC

1

2

34

12A-800

11A-800

9A-800

8A-800

7A-800

A-80013

A-80010

14A-800

TYP

A-80010

A. GENERAL CONTRACTOR TO PATCH AND REPAIRANY DAMAGE TO EXISTING WALLS TO ASMOOTH, PAINT READY SURFACE PRIOR TOPAINTING.

B. CHANGE OF PAINT COLOR ALLOWED ONLY ATINSIDE CORNERS, UNLESS OTHERWISE NOTED.


D. REFER TO INTERIOR ELEVATIONS FOR PAINTCOLORS AND GRAPHICS LOCATIONS.

E. REFER TO CASEWORK FINISH SCHEDULE FORADDITIONAL INFORMATION.

F. ALL WOOD AND METAL SURFACES SHALL BEPAINTED SEMIGLOSS, OR EQUAL, UNLESSOTHERWISE NOTED.

WALL FINISH PLAN NOTESEQ EQ

1/16" TILE SPACINGTUB

FIBERGLASS REINFORCEDPLASTIC

GYPSUM WALL BOARD

RUBBER CAULK

3/4" WALL CLADDING,TOUNGUE & GROOVE

JOINTS

1/4" [6] 1/4" [6]1/4" HOT ROLLED STEEL

TOP CAP

BACKBARWALL TILE

PARTIAL HEIGHT WALL(AS SCHEDULED)

GC TO PROVIDE MEASUREMENT

V.I.F.

CEMENTITIOUS BOARD

WALL TILE

BEAD OF SILICONE

SOLID SURFACE BACKSPLASH

OPEN AREA BEHIND SOLID SURFACE

SCHLUTER JOLLY A-80-AT

WALL

WALL TILE

WALL TILE STEEL END CAP

6 1/

2" [1

64] V

.I.F.

ALIGN

ALIGN WOOD CLADDING

WOOD CLADDING

GROUT

STAINLESS STEEL BACKSPLASH(WHERE OCCURS)

CEMENTITIOUS BOARD

WALL TILE

BEAD OF SILICONE

BASE (PER FLOORFINISH PLAN)

FLOORING

WALLCOVERING

3/4" WALL CLADDING,TOUNGUE & GROOVEJOINTS

1" L-CHANNEL

BASE (PER FLOORFINISH PLAN)

FLOORING

INDICATES FULL HEIGHTWALL TILE

INDICATES BACKBAR WALLTILE

INDICATES FULL HEIGHT FRP

INDICATES PAINT

INDICATES WOODCLADDING WD0051 SEECASEWORK FINISHSCHEDULE

WALL TREATMENT LEGEND

INDICATES WALLCOVERING

A

B

C

D

E

F

CORNER GUARD

A. STARBUCKS TO SUPPLY RETAIL AREA ANDWORKROOM FLOOR TILE AND TILE BASE,UNLESS OTHERWISE NOTED. GENERALCONTRACTOR TO INSTALL. GENERALCONTRACTOR TO SUPPLY AND INSTALLMORTAR, ADHESIVE, AND GROUT. GENERALCONTRACTOR TO INSPECT ALL TILES ANDREJECT DAMAGED OR SUBSTANDARD TILESPRIOR TO INSTALLATION.

B. ALL FLOORING AND BASE MATERIAL TO BEINSTALLED ACCORDING TO SPECIFICATIONS.

C. ALIGN TILE TRANSITIONS ON WHOLE TILESWHERE POSSIBLE.

D. TILE BASE AND THRESHOLD GROUT JOINTS TOALIGN WITH TILE FLOOR GROUT JOINTS.REMOVAL OF EXCESS GROUT WILL BE DONEWITH WATER. THE USE OF SULFURIC ORMURIATIC ACID IS PROHIBITED. IF THESE ACIDSARE USED, THE INSTALLER WILL BE REQUIREDTO REMOVE THE ACID AND RESTORE THEGROUT AT THEIR EXPENSE.

F. PROVIDE GROUT JOINT OF 3/16" (5MM). MAXIMUMDEVIATION OF THE TILE AND GROUT LINE OF1/4" (6MM) PER 48" (1220MM).

G. GENERAL CONTRACTOR TO PROVIDE ACCURATETILE QUANTITY TAKE-OFFS TO STARBUCKSPROJECT DEVELOPMENT MANAGER FORACCURATE ORDERING.

FLOOR FINISH PLAN NOTES

SHEET NOTESINSTALL METAL CORNER GUARDS WHEREINDICATED. MOUNT AT 6" (150MM) AFF. AFFIXWITH #6 STAINLESS STEEL OVAL HEADSCREWS, 3" (75MM) FROM ENDS AND 12" (305MM)ON CENTER. OFFSET SCREWS ON EITHER SIDEBY 1/2" (10MM) VERTICALLY. TO BE INSTALLED INBACK OF HOUSE ONLY. SEE SPECIALTYEQUIPMENT SCHEDULE.

GENERAL CONTRACTOR TO PROVIDE ANDINSTALL FRP FULL HEIGHT ON ALL WORKROOMWALLS, UNLESS OTHERWISE NOTED.

SEE INTERIOR ELEVATIONS FOR EXTENT OFBACK BAR WALL TILE.

BACK BAR WALL TILE TO BE INSTALLED IN"RUNNING BOND" PATTERN.

CABINET BASES TO BE SET AFTER FLOOR TILEINSTALLATION.

TILE INSTALLATION START POINTS WHEREINDICATED.

SUPPORT LEGS, TYP.

1

2

3

4

5

6

7

SIT HERE, CAFE, BACKBAR TILE BASE

FLOOR FINISH LEGEND

WORKROOM TILE BASE

DATUM POINT

A

B

SIT HERE, CAFE, BACKBAR TILE BASE

WORKROOM TILE

METAL WALL BASEC

104 103

A

BBXC

X8

CAFE

BACKBAR

SIT HEREBAR

WORKROOM

B

B

B

B

AA

A

A

A

A

A

A

A

5

6

7

5

A-800

6

4

A-800

C

FINISH PANEL

DIE WALL

METAL TILE BASE

FLOORING

CASEWORK

6" METAL TILE BASE

1/4" (7MM) SHIM IFNEEDED

FLOORING

CASEWORK FINISH SCHEDULE

PAINT SCHEDULE

SCHEDULE "B" - WALL BASE

SCHEDULE "Q" - WALL TREATMENT

CP0005 MT0028 MT0011 WD0051 WD0001PL0019

11469 12203 13308 15113 11469

X9200 (MT0011) 11361 11403

TILE-CROSSCUT

CREAM

TILE-GRAPHITE

FRP (FIBRE REIFORCED PLASTIC PANELS) SPECIFICATIONSMATERIALS:- COLOR: WHITE.- TEXTURE: SMOOTH.- FIRE RATING: AS PER ASTM E84: CLASS A.- SUSTAINABILITY, INDOOR AIR QUALITY: GREENGUARD GOLD CERTIFICATION.- THICKNESS: 0.090 INCHES.- BARCOL HARDNESS: ASTM D2538:39- ACCEPTABLE PRODUCT: PANOLAM SURFACE SYSTEMS FRP PANEL OR APPROVED EQUIVALENT- ACCESSORIES: COLOR MATHED DIVIDERS, OUTSIDE CORNERS, INSIDE CORNERS, END CAPS AND FASTENINGRIVETS.

INSTALLATION:- INSTALL FULL HEIGHT PANELS USING MANUFACTURER'S APPROVED ADHESIVE. FOLLOW MANUFACTURER'SINSTRUCTIONS. HORIZONTAL SEAMS NO PERMITTED.- APPLY PRESSURE TO ENTIRE PANEL WITH LAMINATE TYPE ROLLER TO ENSURE PROPER ADHESION BETWEENSURFACES

METAL WALL BASE MT0011 SPECIFICATIONSHOT ROLLED STEEL FINISHED AND SEALED

FINISH: RANDOM AND ORGANIC WITH MIX OF MILL SCALE AND BRINGHTEXPOSED STEEL RATHER THAN UNIFORM AND MACHINED LOOKING TEXTURE.SUBMIT SAMPLE FOR STARBUCKS FOR APPROVAL PRIOR TO FABRICATION.



TFC



PROJET

No PROJET

No PERMIS

TITRE

DESSINÉ PAR

APPROUVÉ

ÉCHELLE

DATE

DESSIN

ARCHITECTE

CONSULTANTS

ÉMISSIONS

NOTES :

CLIENT

SCEAU

AP-YUL-019/STA-001

As indicated

r12/1/

2016

5:1

4:03

PM

A-800

2016-003

STARBUCKS B2502

PM

01/04/16

AM

FLOOR FINISH PLAN ANDWALL FINISH PLAN


CANADA

PMI-09-15-D088

HMS HOST

Scale: 1/4" = 1'-0"6 WALL FINISH PLAN

Scale: 1 1/2" = 1'-0"15 BACKBAR WALL TILE PATTERN - 1/2 OFFSETScale: 3" = 1'-0"12 FRP AT MOP SINK

Scale: 3" = 1'-0"14 WALL TOP CAP DETAILScale: 3" = 1'-0"11 WALL TILE ABOVE SS BACKSPLASH

Scale: 3" = 1'-0"13 CORNER - TILE AND TILEScale: 3" = 1'-0"10 CORNER - WOOD W/ METAL CAP

Scale: 3" = 1'-0"9 WALL TILE ABOVE SST BACKSPLASH

Scale: 3" = 1'-0"8 WALL COVERINGScale: 3" = 1'-0"7 WOOD CLADDING

WALL TREATMENT (AREA) SCHEDULE - "Q"

DESIGN ID AREA DESCRIPTION RESP. COMMENTSPLASTIC

11469 550 SF FRP - WHITE GC / GCTILE

12203 441 SF TILE - GRAPHITE - 12X24IN 305X610MM SB / GC GROUT GR0008: MAPEI 10 - BLACK; LATICRETE 45 - RAVEN.13308 40 SF TILE - CROSSCUT CREAM - 2X9IN 50X230MM SB / GC GROUT GR0019: MAPEI - 93 WARM GRAY; LATICRETE - 90 LIGHT PEWTER, GROUT SUPPLIED BY

GCWALL COVERING

15113 95 SF VINYL - WALL COVERING - COFFEE BOTANICALPRINT

SB / GC

PAINT SCHEDULE

COLOR CODE DESCRIPTION LRV RESP. COMMENTSXP9000 SW7067 - CITYSCAPE GC / GC

Scale: 1/4" = 1'-0"1 FLOOR FINISH PLAN

Scale: 3" = 1'-0"5 METAL TILE BASE AT DIE WALL

Scale: 3" = 1'-0"4 METAL TILE BASE AT CABINET

WALL BASE SCHEDULE - "B"

DESIGN ID LENGTH DESCRIPTION RESP. COMMENTSMETAL BASE

X9200 7' - 10 1/4" METAL WALL BASE - MT0011 GC / GCTILE BASE

11361 64' - 6" TILE BASE - BIANCO - 6X12IN 150X305MM SB / GC GROUT: MAPEI 09 - GRAY11403 149' - 5" TILE BASE - BLACK - 6X12IN 150X305MM SB / GC GROUT GR0008: MAPEI 10 - BLACK; LATICRETE 45 - RAVEN;

PRETOKOLL - P.FLEX PRETO

FINISHES GRAPHIC SAMPLE

CLIENT

CONCESSION





104 103

A

BB

XC

X8

CAFE

BACKBARSIT HEREBAR

WORKROOM

4

4

4

5

6

7

7

C 11945

C 11945

CX11990C 12007

C 12048

C 12080

C 12080

C 12096

C 12098

C 12786

CX14344

C 13191

C 13399

C 15219

C 15221

C 11978

C 12403

C 12785

C 13265

C 14293

CX12081

CX12471

CX12113

CX10686

C X5001

C X5002

C 11142

C 11155

C 11885

C 12100

CX14371

C X5000

CX11951

CX12031

CX14375

12363CC X5004

C X5006

C X5005

C X5007C X5008

C X5010

7

C X5011

C X5011

(BELOW)

104 103

A

BB

XC

X8

CAFE

BACKBARSIT HERE

BAR

WORKROOM

F X14866

F X14866

F 15009

F 15011

F 15011

F 15011

F 12145

F 12145

F 10316F 12187

F 14337

F 14337

F X11961

F X11961

A 10029A 10000A 10003A 10014

E 10110

E 10473

E 10473

E 10970

E 12618

E 13620

E 10312

E 10746

E 10808

E 10856

E 13697

E 12407

E 12508

E 12694

E 10154

E 10344

E 10527

E 10091

E 10305

E 10396 E 10791E 10855

E 10858

E 10947E 10977

E 11115

E 11130

E 13330E 13584

E 10176

E 10222

E 10462E 10416

E 10838

E 13578

E 14449

A 10005A 10076

3

3

2

2

1

E 10992

E 15907

E 10880E 10648

A. EDIBLE FOOD PRODUCTS TO BE PHYSICALLYSEPARATED FROM STORAGE OF NON-EDIBLE ORTOXIC PRODUCTS.

B. ALL EQUIPMENT AND INSTALLATION WILL MEETNATIONAL SANITATION FOUNDATIONSTANDARDS OR EQUIVALENT.

C. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSEDTHREADS, EMBELLISHMENTS OR OVERHANGINGEDGES THAT SERVE AS PLACES FORACCUMULATION OF DUST, DIRT AND DEBRIS.

D. FOR PLUMBING FIXTURES, REFER TO THEPLUMBING DESIGN PLAN.

E. FOR LOCATION OF COUNTERTOP EQUIPMENT,REFER TO CASEWORK ELECTRICAL DETAILS.

FURNITURE, FIXTURE ANDEQUIPMENT PLAN NOTES

A. GENERAL CONTRACTOR TO NOTIFY STARBUCKSPROJECT DEVELOPMENT MANAGERIMMEDIATELY IF A DISCREPANCY EXISTSBETWEEN CASEWORK SHOP DRAWINGS, SITEDIMENSIONS, CASEWORK PLAN OR ACTUALCASEWORK FIXTURES.

B. STARBUCKS FIXTURE CONTRACTOR TOCOORDINATE AND SCHEDULE CASEWORKDELIVERY DATE. STARBUCKS PROJECTDEVELOPMENT MANAGER TO CONFIRMCASEWORK DELIVERY DATE WITH CASEWORKMANUFACTURER AT FOUR (4) WEEKS PRIOR ANDTHEN ONE (1) WEEK PRIOR TO SCHEDULED DATEOF DELIVERY.

C. STARBUCKS CONTRACTS DIRECTLY WITHCASEWORK VENDOR TO SUPPLY CASEWORKLISTED IN CASEWORK SCHEDULE, UNLESSOTHERWISE NOTED.

D. REFER TO CASEWORK INSTALLATION MANUALPROVIDED BY CASEWORK VENDOR FORCOMPLETE INSTALLATION INSTRUCTIONS.

E. ALL CASEWORK BOX BASE UNITS SHALL BE SETON 1/4" (6MM) NON-ABSORBENT PLASTIC SHIMSPROVIDED BY CASEWORK VENDOR.

F. SEE WALL FINISH PLAN FOR LOCATION, TAGGING,AND FINISH SCHEDULES OF APPLIED WALLTREATMENTS.

G. SEE REFLECTED CEILING PLAN FOR CASEWORKSOFFIT LOCATIONS.

H. REFER TO UPPER CABINET ATTACHMENT DESIGNDETAIL FOR INSTALLATION INFORMATION.

I. POINT OF SALE AND HAND-OFF PLANE TO BEINSTALLED AT A MAXIMUM HEIGHT OF 2'-10"(860MM) AFF.

J. CASEWORK VENDOR TO PROVIDE ALL SHOPDRAWINGS TO STARBUCKS DM AND ARCHITECTOF RECORD FOR REVIEW PRIOR TOMANUFACTURE.

CASEWORK PLAN NOTES

INDICATES STAINLESS STEEL (SST)COUNTERTOP

INDICATES SOLID SURFACE (SS)COUNTERTOP

CASEWORK LEGEND

SHEET NOTES GENERAL CONTRACTOR TO SCHEDULE WITH

LOCAL REFRIGERATION CONTRACTOR TOCONDUCT INITIAL FOOD CASE START-UP ANDTESTING. CONTACT STARBUCKS PROJECTDEVELOPMENT MANAGER FOR LIST OFAPPROVED START-UP CONTRACTORS.

EACH HAND WASHING SINK TO HAVE SINGLESERVICE TOWEL AND SOAP DISPENSER. ALLHAND SINKS TO HAVE COMBINATION FAUCET ORPREMIXING FAUCET. SEE ENGINEERINGDOCUMENTS FOR MORE INFORMATION.

SPEAKERS TO BE WALL MOUNTED AT MAXIMUMHEIGHT PER CUT SHEET, UNLESS NOTEDOTHERWISE.SEE ENGINEERING DOCUMENTS FORMORE INFORMATION.

DO NOT CAULK TRASH RINGS TO COUNTERTOPS.

GENERAL CONTRACTOR TO CAULK WHEREPOINT OF SALE COUNTERTOP MEETS FOODCASE WITH FOOD GRADE COMMERCIAL KITCHENCAULK. PRODUCT: DAP 100% SILICONE SEALANT,OR APPROVED EQUIVALENT.

WHERE APPLICABLE, SECURELY ATTACHWARMING STATION CORBEL TO WALL FRAMINGWITH MINIMUM 1/4” (6.35 mm) DIAMETER WOODSCREWS OR LAG SCREWS INSTALLED TO ADEPTH OF 2” (50 mm) INTO FRAMING. WHERECORBEL LOCATION WILL NOT ALLOW DIRECTFASTENING INTO WALL FRAMING, FIRE-TREATEDWOOD BLOCKING MAY BE INSTALLED BEHINDWALL SHEATHING. BLOCKING IS TO SPANBETWEEN STUDS AND MATCH STUD THICKNESS,FASTENED WITH LIGHT GAGE STEEL FRAMINGCLIPS USING 8D NAILS FOR WOOD OR #12SCREWS FOR STEEL STUDS. THE CORBEL MAYALSO BE INSTALLED ON A FACE-MOUNTED 3/4”(19 mm) MDF BACKER PLATE. FASTEN THROUGHSHEATHING TO WALL FRAMING WITH THREE (3)1/4” (6.35 mm) DIAMETER SCREWS OR LAGSCREWS INSTALLED TO A 2” (50 mm) DEPTH AT AVERTICAL SPACING TO MATCH CORBELFASTENER HOLES. THE BACKER PLATE MUSTSPAN OVER AND BE ATTACHED TO TWO (2)WALL STUDS AND EXTEND THE FULL 24” (610 mm)HEIGHT OF THE CORBEL.

SEE DESIGN DETAIL SHEETS FOR CUSTOMCASEWORK.

1

2

3

4

5

6

7

15011

12145

14337

X1486615009

10316 & 12187 X118961 X118961

WD049 F0030

X11961

WD0001



TFC



PROJET

No PROJET

No PERMIS

TITRE

DESSINÉ PAR

APPROUVÉ

ÉCHELLE

DATE

DESSIN

ARCHITECTE

CONSULTANTS

ÉMISSIONS

NOTES :

CLIENT

SCEAU

AP-YUL-019/STA-001

As indicated

r12/1/

2016

5:1

4:11

PM

A-801

2016-003

STARBUCKS B2502

PM

01/04/16

AM

CASEWORK PLAN ANDEQUIPMENT PLAN


CANADA

PMI-09-15-D088

HMS HOST

FURNITURE SCHEDULE - "F"

DESIGN ID COUNT DESCRIPTION RESP. COMMENTSBANQUETTE

X14866 2 BANQUETTE - BLOCK BASE WITH WOOD(WD0001) BACK - VARIABLE LENGTH - DARKGREY NATURAL F0030

SB / GC RECEPTACLE REQUIRED FORINTEGRATED POWER STRIP. (1) 10'-0"LONG , (1) 7'-0" LONG. PROVIDED BYCASEWORK VENDOR.

CHAIR15009 2 CHAIR - CAFE SQUARE BACK WITH NARROW

FRAME - GOLDEN BLONDE WD0049SB / GC

15011 20 CHAIR - STOOL 24IN 610MM SQUARE BACKWITH NARROW FRAME - GOLDEN BLONDEWD0049

SB / GC

OTTOMAN12145 4 OTTOMAN - WITH WOOD BASE ROUND -

ANTIQUE DARK GREEN F0002SB / GC

TABLE10316 2 TABLE - TOP ROUND - 24IN 610MM - WALNUT SB / GC12187 2 TABLE - BASE CAFE DOME ACCENT - 18X28IN

455X710MM - HOT ROLLED STEEL MT0011SB / GC

14337 4 TABLE - OCCASIONAL HEXAGONAL - DARKWARM BROWN DISTRESSED AND HOTROLLED STEEL WD0001 MT0011

SB / GC

X11961 8 TABLE - BASE FIXED T BASE CENTER - 42IN1065MM - HOT ROLLED STEEL MT0011

SB / GC PROVIDED BY CASEWORK VENDOR

DATA DEVICE SCHEDULE - "A"

DESIGN ID COUNT DESCRIPTION RESP. COMMENTSAUDIO VISUAL

10005 1 MUSIC SYSTEM SB / GC SEE ENGINEERING DOCUMENTS FORMORE INFORMATION

10076 1 AMPLIFIER - 14IN 355MM SB / GC SEE ENGINEERING DOCUMENTS FORMORE INFORMATION

X3000 3 CUSTOM SURFACE MOUNTED SPEAKER GC / GC SEE ENGINEERING DOCUMENTS FORMORE INFORMATION

DATA10000 1 PHONE 1 LINE LC / GC SEE ENGINEERING DOCUMENTS FOR

MORE INFORMATIONPOINT OF SALE

10003 2 POS - REGISTER WITH FULL SIZE CASHDRAWER

LC / GC SEE ENGINEERING DOCUMENTS FORMORE INFORMATION

10014 2 POS PRINTER LC / GC SEE ENGINEERING DOCUMENTS FORMORE INFORMATION

10029 4 POS BANK LC / GC SEE ENGINEERING DOCUMENTS FORMORE INFORMATION

SPECIALTY EQUIPMENT SCHEDULE - "E"

DESIGN ID COUNT DESCRIPTION RESP. COMMENTS10305 1 TRASH DROP RING LINER SQUARE - BLACK SB / GC10396 1 CUP DISPENSER SHORT HOT VERTICAL SB / GC10791 2 CUP DISPENSER GRANDE VENTI COLD

VERTICALSB / GC

10855 2 CUP DISPENSER GRANDE VENTI HOTVERTICAL

SB / GC

10858 1 CUP DISPENSER TALL COLD VERTICAL SB / GC10947 1 SOAP DISPENSER WALL MOUNTED LC / GC10977 1 PAPER TOWEL DISPENSER FULL SIZE -

TRANSLUCENT GRAYLC / GC

10992 1 PAPER TOWEL DISPENSER HALF SIZE -TRANSLUCENT GRAY

LC / GC

11115 1 SOAP DISPENSER SINK MOUNTED SB / GC11130 1 CORNER GUARD - 0.375IN 10MM - ANODIZED

ALUMINUMGC / GC

13330 1 MOBILE CUP DISPENSER CADDY SB / GC13584 1 CUP DISPENSER TRENTA COLD VERTICAL SB / GC15907 1 CO2 TUBING KIT SB / GC

STORAGE10176 1 ROLLING PASTRY TRAY RACK SB / GC10222 1 WIRE SHELF GRID AT SINK SB / GC10416 1 WORKROOM WIRE SHELVING SB / GC10462 1 WORKROOM WIRE SHELVING POSTS SB / GC10838 1 ROLLING WIRE CART FOR 3 COMP SINK SB / GC13578 2 DISHWARE DRYING RACK - 21IN 535MM SB / GC14449 1 WORKROOM WIRE SHELVING CO2 KIT -

30X18IN 760X455MMSB / GC

SPECIALTY EQUIPMENT SCHEDULE - "E"

DESIGN ID COUNT DESCRIPTION RESP. COMMENTSCOOLING

10110 1 FRIDGE REACH IN 1 DOOR RH - 29IN 735MM SB / GC10473 2 FRIDGE UNDERCOUNTER 2 DOOR - 48IN

1220MMSB / GC

10970 1 FRIDGE REACH IN 1 DOOR LH - 29IN 735MM SB / GC12618 1 FRIDGE UNDERCOUNTER 1 DOOR WITH SHELF

- 27IN 685MMSB / GC

13620 1 FREEZER REACH IN 1 DOOR LH - 27IN 685MM SB / GCEQUIPMENT

10312 2 BREWER SOFT HEAT WARMING STANDSINGLE

SB / GC

10746 1 BREWER DUAL SOFT HEAT SB / GC10808 1 GRINDER DITTING KR1203 SB / GC10856 4 BREWER SERVER SOFT HEAT SB / GC12407 1 OVEN TURBOCHEF NEXT GENERATION SB / GC12508 2 BLENDER QUIET MODEL ON COUNTER SB / GC12694 2 ESPRESSO MACHINE MASTRENA SB / GC13697 1 WARE WASHER - HOT SB / GC

FOOD CASE10154 1 FOOD CASE - STACKED - 54IN 1370MM - BLACK SB / GC

ICE10344 1 ICE - BIN DROP IN 90LB 40KG SB / GC10527 1 ICE - BIN DROP IN 45LB 20KG SB / GC10648 1 ICE - MACHINE ICE1406HA AIR COOLED SIDE

VENTSB / GC

10880 1 ICE - BIN B100 SB / GCOTHER

10091 1 CUP DISPENSER TALL HOT VERTICAL SB / GC

CASEWORK FINISH SCHEDULE

ENGINE ZONE MATERIAL DESCRIPTION FINISH CODE COMMENTS

CABINETS - CONDIMENT CARTCOMPOSITE - BLACK WITH FLECKSCOUNTERTOPS - BACKBAR, SIDELINE COMPOSITE - BLACK WITH FLECKS CP0005COUNTERTOPS - CONDIMENT CART COMPOSITE - BLACK WITH FLECKS CP0005COUNTERTOPS - ESPRESSO COMPOSITE - BLACK WITH FLECKS CP0005COUNTERTOPS - HANDOFF PLANE COMPOSITE - BLACK WITH FLECKS CP0005METAL - HOT ROLLED STEELCUSTOM WOOD SLATS METAL - HOT ROLLED STEEL MT0011 TRIM = MT0011. SLATS = WD0051METAL - STAINLESS STEEL - BRUSHEDCOUNTERTOPS - HAND SINK METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED 16GAPLAM - MOTTLED BLACKCABINETS - UNDERCOUNTER PLAM - MOTTLED BLACK PL0019WOOD - BLONDE - RUSTICCABINETS - CONDIMENT CART WOOD - BLONDE - RUSTIC WD0051CUSTOM WOOD SLATS WOOD - BLONDE - RUSTIC WD0051 TRIM = MT0011. SLATS = WD0051FINISH PANELS - ESPRESSO WOOD - BLONDE - RUSTIC WD0051FINISH PANELS - FRONTBAR, SIDELINE WOOD - BLONDE - RUSTIC WD0051FINISH PANELS - POS WOOD - BLONDE - RUSTIC WD0051WOOD - DARK WARM BROWN - DISTRESSEDSIT HERE TABLE TOP WOOD - DARK WARM BROWN -

DISTRESSEDWD0001

CASEWORK SCHEDULE - "C"

DESIGN ID COUNT DESCRIPTION RESP. COMMENTSCABINET

11945 2 CABINET - 12IN 305MM SB / FC12007 1 CABINET - SINK OR ICE BIN - 24IN 610MM SB / FC12048 1 CABINET - CBS ICE BIN - RH - 24IN 610MM SB / FC12080 4 CABINET - 15IN 380MM SB / FC12096 1 CABINET - WITH DRAWER - 15IN 380MM SB / FC12098 2 CABINET - BREW GRIND - 24IN 610MM SB / FC12786 1 CABINET - WITH TRASH DROP - 15IN 380MM SB / FCX5007 1 CONDIMENT CART BASE CABINET SB / FCX11990 2 CABINET - POS WITH FILLER - LH - 29IN 735MM SB / FCX14344 1 CABINET - POS CUBBY - 15IN 380MM SB / FC

CAFE12363 1 MERCH BAY UNIT BACK PANEL SOLID SB / GC NOT PROVIDED BY CASEWORK VENDOR13191 1 MERCH BAY UNIT END PANELS METAL MESH SB / GC NOT PROVIDED BY CASEWORK VENDOR13399 1 CONDIMENT CART SINGLE METAL TOP

ASSEMBLYSB / GC NOT PROVIDED BY CASEWORK VENDOR

15219 2 MERCH FEATURE CUBE FREESTANDING TALL -DARK WARM BROWN WD0001

SB / GC NOT PROVIDED BY CASEWORK VENDOR

15221 1 MERCH BAY UNIT - DARK WARM BROWN WD0001 SB / FC NOT PROVIDED BY CASEWORK VENDORCOUNTERTOP

11978 1 COUNTERTOP - CBS SOLID SURFACE - RH -84X67IN 2170X1700MM

SB / FC

12403 1 COUNTERTOP - ESPRESSO WING ICE BIN SOLIDSURFACE - RH

SB / FC

12785 1 COUNTERTOP - BREW GRIND RINSE SINK ANDTRASH SOLID SURFACE - RH - 117IN 2970MM

SB / FC

13265 1 COUNTERTOP - HAND SINK LOW SPLASHSTAINLESS - 15IN 380MM

SB / FC

14293 1 COUNTERTOP - WARMING SOLID SURFACE -60IN 1525MM

SB / FC

X5008 1 CONDIMENT CART COUNTER TOP SB / FCX12081 1 COUNTERTOP - ESPRESSO MAIN AND HAND OFF

- MODIFIEDSB / FC

DIEWALLX12113 1 DIEWALL - HANDOFF SUPPORT - RH - 31X19IN

795X490MMSB / FC

X12471 1 DIEWALL - ESPRESSO - RH - 137IN 3480MM SB / FCFIT KIT

X10686 1 FIT KIT - BACKBAR COUNTERTOP WITH SPLASHSOLID SURFACE - 12IN 305MM

SB / FC

FURNITUREX5001 1 COMMUNITY TABLE TOP SB / FCX5002 1 TABLE TOP SB / FC

OTHER11142 1 CORBEL SUPPORT - 24IN 610MM SB / FC11155 2 ESPRESSO MACHINE PUMP MOUNT - 10X10IN

255X255MMSB / FC

11885 1 POS CASH CORRAL DOUBLE - 40IN 1015MM SB / FC CASH CORRAL12100 4 ESPRESSO COUNTERTOP SUPPORT LEG

STAINLESSSB / FC

X5004 1 SIT HERE BAR SB / FCX5005 1 SLATS - BACKBAR SB / FCX5006 1 SLAT - CAFE SB / FCX5010 4 CORBEL SUPPORT - 24IN 610MM SB / FCX5011 2 METAL TRIM SB / FCX5012 2 METAL TRIM - SOFFIT SB / FC SEE RCP FOR LOCATION

PANELX5000 1 BACKBAR FILLER PANEL SB / FCX11951 2 PANEL - POS - 32.5IN 825MM SB / FCX12031 1 PANEL - POS - 15IN 380MM SB / FCX14371 1 PANEL - ESPRESSO MAIN - RH - 137IN 3480MM SB / FCX14375 1 PANEL - HANDOFF - RH SB / FC

Scale: 1/4" = 1'-0"1 CASEWORK PLAN

Scale: 1/4" = 1'-0"2 FURNITURE AND EQUIPMENT PLAN

CASEWORK VENDOR TO PROVIDE ALL SHOP DRAWINGS TOSTARBUCKS DM AND ARCHITECT OF RECORD FOR REVIEW

PRIOR TO MANUFACTURE.

FURNITURE GRAPHIC SAMPLE

CLIENT

CONCESSION




UNLESS OTHERWISE NOTED, CASEWORK FINISHES TO BEFURNISHED BY SB AND INSTALLED BY FC. WOOD CLADDING

TO BE FURNISHED BY SB AND INSTALLED BY GC.


C X5005

WD0051

MT0011

V.I.F

.

8' -

1 1/

4" [2

470]

V.I.F.

24' - 4 1/4" [7423]

A-80220

A-80219

A-80216

SAM

E AS

OTH

ER8

1/2"

[213

]

1 3/

4" [4

4]V.

I.F.

6' -

10" [

2083

]

V.I.F.

24' - 4 1/4" [7423]

METAL TRIM

WOOD CLADDING

1/4"

[8]

3 3/

4" [9

4]

4" [1

02]

METAL TRIM

WOOD CLADDING

1/4"

[6]

3 3/

4" [9

7]

4" [1

03]

V.I.F

.

10' -

6 1

/4" [

3205

]

1 3/4" [44] 8 1/4" [212] SAME AS OTHER

V.I.F.

10' - 2" [3096]

V.I.F

.

8' -

1 1/

4" [2

470]

A-80220

A-80219A-802

16

C X5007

WD0051

ADJUSTABLE SHELVES

6" [1

52]

8' - 2 1/4" [2495]

EQ EQ EQ EQ EQ EQ EQ

CASEWORK VENDOR TOPROVIDE STAINLESS STEELPAN AT TRASH CABINETS

8' - 2 1/4" [2497]

1' -

8 3/

4" [5

27]

3/4"

[19]

3/4"

[19]

1' -

7 1/

4" [4

89]

EQEQEQEQEQEQEQ

3/4" [19] 8' - 0 3/4" [2459] 3/4" [19]

C X5008

CP0005

1 1/

4" [3

1]

8' - 4" [2540]

8' - 4" [2540]

1' -

11 1

/2" [

599]

8" [2

05]

5 3/

4" [1

49]

10" [255]10" [255]11 3/4" [298] 10" [254]

8" [2

05]

5 3/

4" [1

49]

C X5000

PL0019

CASEWORK VENDOR TO PROVIDEOVERAGE. CASEWORK INSTALLERTO CUT TO FIT IN FIELD.

2' -

2 3/

4" [6

79]

6" [151]

1" [2

2]

6" [151]

CX10686

CP0005

CASEWORK VENDOR TO PROVIDEOVERAGE. CASEWORK INSTALLERTO CUT TO FIT IN FIELD.

6 1/

4" [1

59]

2' - 6 1/2" [775]

1 1/

4" [3

2]

2' - 6 1/2" [775]

6" [1

51]

C X5006

WD0051

MT0011

WOOD SLAT CANOPY

CUSTOM METAL JOIST HANGER(SUPPLIED BY CASEWORK VENDOR)

WALL TILE TO BE INSTALLED AFTERWOOD SLATS ARE INSTALLED

BLOCKING BY GC

WALL TILE



TFC



PROJET

No PROJET

No PERMIS

TITRE

DESSINÉ PAR

APPROUVÉ

ÉCHELLE

DATE

DESSIN

ARCHITECTE

CONSULTANTS

ÉMISSIONS

CLIENT

SCEAU

AP-YUL-019/STA-001

As indicated

r12/1/

2016

5:1

4:14

PM

A-802

2016-003

STARBUCKS B2502

PM

01/04/16

AM

DESIGN DETAILS


CANADA

PMI-09-15-D088

HMS HOST

Scale:21 CEILING CANOPY - BACKBAR - 3D VIEW

Scale: 1/2" = 1'-0"18 CEILING CANOPY - BACKBAR- ELEVATION RIGHT

Scale: 1/2" = 1'-0"17 CEILING CANOPY - BACKBAR - PLAN

Scale: 3" = 1'-0"20 CANOPY END DETAILScale: 3" = 1'-0"19 CANOPY CORNER DETAIL

Scale: 3/4" = 1'-0"1 CEILING CANOPY - CAFE - ELEVATION TOP

Scale: 3/4" = 1'-0"2 CEILING CANOPY - CAFE - ELEVATION RIGHT

Scale:15 CUSTOM CONDIMENT CART BASE - 3D VIEW

Scale: 3/4" = 1'-0"14 CUSTOM CONDIMENT CART BASE - ELEVATION

Scale: 3/4" = 1'-0"13 CUSTOM CONDIMENT CART BASE - PLAN

Scale:12 CUSTOM CONDIMENT CART COUNTER TOP - 3D VIEW

Scale: 3/4" = 1'-0"11 CUSTOM CONDIMENT CART COUNTER TOP - ELEVATION

Scale: 3/4" = 1'-0"10 CUSTOM CONDIMENT CART COUNTER TOP - PLAN

Scale:9 FILLER CABINET PANEL - 3D VIEW

Scale: 1" = 1'-0"8 FILLER CABINET PANEL - ELEVATION

Scale: 1" = 1'-0"7 FILLER CABINET PANEL - PLAN VIEW

Scale:6 FILLLER CABINET COUNTER TOP - 3D VIEW

Scale: 1" = 1'-0"5 FILLER CABINET COUNTER TOP - ELEVATION

Scale: 1" = 1'-0"4 FILLER CABINET COUNTER TOP - PLAN

Scale:3 CEILING CANOPY - CAFE --3D VIEW

CLIENT

CONCESSION




Scale: 3" = 1'-0"16 CANOPY ATTACHMENT DETAIL

DETAIL ASSEMBLY TO BE DEFINED ON SHOPDRAWINGS BY STARBUCKS FABRICATOR. SHOP

DRAWINGS TO BE SUBMITTED AS SOON AS POSSIBLEFOR REVIEW AND VALIDATION BY PROJECT ARCHITECT

AND ENGINEER.

DETAIL ASSEMBLY TO BE DEFINED ON SHOPDRAWINGS BY STARBUCKS FABRICATOR. SHOP

DRAWINGS TO BE SUBMITTED AS SOON AS POSSIBLEFOR REVIEW AND VALIDATION BY PROJECT ARCHITECT

AND ENGINEER.


CX11990

CX14344

2' -

8 3/

4" [8

32]

2' -

2 3/

4" [6

79]

6" [1

52]

6 3/

4" [1

71]

7 1/

4" [1

84]

4" [1

02]

8" [2

04]

2' - 6" [762] 1' - 8" [508] 2' - 6" [762]

6' - 8" [2032]

1' - 2 3/4" [373] 3/4" [16] 1' - 2 3/4" [373] 1' - 2 3/4" [373] 3/4" [16] 1' - 2 3/4" [373]

TYP.

6 1/

2" [1

65]

TYP.

8" [2

03]

TYP.

9 1/

4" [2

35]

3/4"

[19]

6' - 8" [2032]

2' - 4 1/2" [724] 1' - 6 1/2" [470] 2' - 4 1/2" [724]

3' -

2 1/

4" [9

70]

3/4" [19] 3/4" [19] 3/4" [19]

3/4" [19] 3/4" [19]

3/4" [19]

CX12031

CX11951

WD0051

2' -

2 3/

4" [6

79]

2' - 8 1/2" [826]1' - 3" [381]2' - 8 1/2" [826]

6' - 8" [2032]

6' - 8" [2032]

3/4"

[19]

2' - 8 1/2" [826] 1' - 3" [381] 2' - 8 1/2" [826]

C X5004

WD0001

2" [5

2]

23' - 11 3/4" [7307]

1' - 7

3/4"

[504]

7' - 11 1/2" [2426]

7' - 10 3/4" [2405]

7' - 11 1/2" [2426]

CORBEL SUPPORT

1' -

0" [3

05]

1' -

0" [3

05]

2" [51]

A-80310

PARTIAL HEIGHT WALL

GC SUPPLIED BLOCKING

1" X 2" C-CHANNELBRACKET SUPPORT

WOOD FINISH BELOWSTAND UP TABLE

1" [28]

2" [5

1]

C X5010

C X5002

WD0001

2" [5

1]

3' - 6 1/4" [1070]

3' - 6 1/4" [1070]

4' -

2 1/

2" [1

280]

C X5001

WD0001

2" [5

1]

3' - 6 1/4" [1070]

6' -

6 1/

4" [1

985]

3' - 6 1/4" [1070]

CX14371

WD0051

2' -

2 3/

4" [6

79]

8' - 6 3/4" [2610]

8' - 6 3/4" [2610]

3/4"

[19]



TFC



PROJET

No PROJET

No PERMIS

TITRE

DESSINÉ PAR

APPROUVÉ

ÉCHELLE

DATE

DESSIN

ARCHITECTE

CONSULTANTS

ÉMISSIONS

CLIENT

SCEAU

AP-YUL-019/STA-001

As indicated

r12/1/

2016

5:1

4:16

PM

A-803

2016-003

STARBUCKS B2502

PM

01/04/16

AM

DESIGN DETAILS


CANADA

PMI-09-15-D088

HMS HOST

Scale:25 MODIFIED POS CABINETS - 3D VIEW

Scale: 3/4" = 1'-0"24 MODIFIED POS CABINETS - ELEVATION

Scale: 3/4" = 1'-0"23 MODIFIED POS CABINETS - PLAN VIEW

Scale:19 MODIFIED POS FINISH PANEL - 3D VIEW

Scale: 3/4" = 1'-0"18 MODIFIED POS FINISH PANEL - ELEVATION

Scale: 3/4" = 1'-0"17 MODIFIED POS FINISH PANEL - PLAN VIEW

Scale:16 SIT-HERE BAR - 3D VIEW

Scale: 1/2" = 1'-0"15 SIT-HERE BAR - ELEVATION

Scale: 1/2" = 1'-0"14 SIT-HERE BAR - PLAN

Scale: 1 1/2" = 1'-0"12 CORBEL SUPPORT - ELEVATION RIGHT

Scale: 1 1/2" = 1'-0"11 CORBEL SUPPORT - PLAN

Scale: 6" = 1'-0"10 CORBEL DETAIL

Scale:13 CORBEL SUPPORT - 3D VIEW

Scale:9 TABLE 4 TOP - 3D VIEW

Scale: 3/4" = 1'-0"8 TABLE 4 TOP - ELEVATION

Scale: 3/4" = 1'-0"7 TABLE 4 TOP - PLAN

Scale:6 TABLE 6 TOP - 3D VIEW

Scale: 3/4" = 1'-0"5 TABLE 6 TOP - ELEVATION

Scale: 3/4" = 1'-0"4 TABLE 6 TOP - PLAN

Scale:3 MODIFIED ESPRESSO PANEL - 3D VIEW

Scale: 3/4" = 1'-0"2 MODIFIED ESPRESSO PANEL - ELEVATION

Scale: 3/4" = 1'-0"1 MODIFIED ESPRESSO PANEL - PLAN VIEW

CLIENT

CONCESSION





RECESSED SNEEZE GUARD

METAL CLADDING(MT0028)

BLOCKING

SOLID SURFACE(CP0005)

FINISH PANELFRONT BAR(WD0051)

1 1/2" [38]

3/4"

[19]

9 3/

4" [2

46]

1/2" [13]3/4" [19]

1' -

3 1/

2" [3

94]

10 1

/2" [

265]

CX12471

2' -

9 1/

4" [8

41]

6" [1

52]2

' - 3

1/4

" [68

9]

1' - 1" [330]1' - 5 1/2" [441]8' - 4 3/4" [2556]

7' -

11 1

/4" [

2416

]

1' - 1" [330]

2 1/2" [60]

2 1/

2" [6

0]

3 3/4" [92]

3/4"

[19]

8' - 4 3/4" [2556]

3' -

1 1/

4" [9

46]

1' -

1 3/

4" [3

49]

2 3/4" [67]

1 3/4" [44]3/4"

[19]

CX12081

CP0005

1 1/

4" [3

2]

10' - 6 1/4" [3208]

10" [

254]

10' -

6 1

/4" [

3208

]

3' - 0" [914]

7' -

11 3

/4" [

2432

]

3" [79]

1' - 1 1/4" [333] 1' - 7 3/4" [502]

10' - 11 3/4" [3346]

7' - 11 3/4" [2432]

6 1/

4" [1

59]

1' -

6 1/

2" [4

70]

3' -

4 1/

4" [1

022]

4 1/2" [114]

10 1/4" [260]

1 1/2" [38]

2" [51]

1' - 4 1/2" [419]

3" [76]

11" [279]

3" [76]

1' - 5 1/2" [445]3" [76]

CX12113

2' -

8 3/

4" [8

32]

2' -

2 3/

4" [6

79]

6" [1

52]

5" [1

24]

1' -

6" [4

54]

4" [1

02]

2' - 6 1/2" [772]

3" [76]2' - 0 1/2" [619]3" [76]

2' - 6 1/2" [772]

2' -

2 1/

2" [6

70]

1' - 1 1/4" [337]

1' -

1" [3

27]

1' - 9 3/4" [5

54]142°

128°

GX12839 (6)

6' - 9 3/4" [2076] 3' - 8 3/4" [1138] 6' - 9 1/2" [2068]

4 3/4" [123] 4 3/4" [124]

12A-804

4 3/4" [121] 4 3/4" [118]

WOODPANEL

WOODPANEL

ATTACHMENT BRACKET

ATTACHMENT BRACKET

MENU BOARD

11A-804

1/2" [12]

1/2"

[10]

3/4"

[19]

3/4"

[21]

3/4" [19] 3/4" [19]

4 1/

2" [1

13]

4 1/2" [114]

MOUTNING PLATE

MENU SUPPORT



TFC



PROJET

No PROJET

No PERMIS

TITRE

DESSINÉ PAR

APPROUVÉ

ÉCHELLE

DATE

DESSIN

ARCHITECTE

CONSULTANTS

ÉMISSIONS

CLIENT

SCEAU

AP-YUL-019/STA-001

As indicated

r12/1/

2016

5:1

4:19

PM

A-804

2016-003

STARBUCKS B2502

PM

01/04/16

AM

DESIGN DETAILS


CANADA

PMI-09-15-D088

HMS HOST

Scale: 3" = 1'-0"1 SHROUD DETAIL

Scale:10 MODIFIED ESPRESSO DIEWALL - 3D VIEW

Scale: 1/2" = 1'-0"8 MODIFIED ESPRESSO DIEWALL - ELEVATION

Scale: 1/2" = 1'-0"9 MODIFIED ESPRESSO DIEWALL - PLAN

Scale:7 MODIFIED ESP AND HAND OFF PLANE - 3D VIEW

Scale: 3/4" = 1'-0"6 MODIFIED ESP AND HAND OFF PLANE - ELEVATIONScale: 3/4" = 1'-0"5 MODIFIED ESP AND HAND OFF PLANE - PLAN

Scale:18 MODIFIED HAND OFF SUPPORT - 3D VIEW

Scale: 3/4" = 1'-0"17 MODIFIED HAND OFF SUPPORT - ELEVATION

Scale: 3/4" = 1'-0"16 MODIFIED HAND OFF SUPPORT - PLAN

Scale:15 MENU BOARD BACKER - 3D VIEW

Scale: 3/4" = 1'-0"14 MENU BOARD BACKER - ELEVATION

Scale: 3/4" = 1'-0"13 MENU BOARD BACKER - PLANScale: 6" = 1'-0"12 MENU BOARD DETAIL

Scale: 6" = 1'-0"11 MENU SUPPORT BASE DETAIL

CLIENT

CONCESSION





C X5011

MT0011

7' -

2 1/

4" [2

189]

4 1/4" [109]

1/4"

[4]

4 1/4" [109]

C X5012

24' - 4" [7419]

4 3/

4" [1

22]

6 1/4" [157]

9 1/

4" [2

36]

SPEAKER MOUNTINGPLATE ABOVE

SPEAKERSEE ENGINEERINGDOCUMENTS FORMOREINFORMATION

WOOD SLATCEILING CANOPY

3A-805

6 1/4" [157]

3 1/

4" [8

4]

METAL SPEAKERMOUNTING PLATE BY GC.

FINISH: MATTE BLACK

SPEAKERSEE ENGINEERINGDOCUMENTS FOR MOREINFORMATION

WOOD SLATCEILING CANOPY

V.I.F

.

5" [1

27]

METAL TRIM

WOOD CLADDING

PAINTED GYP WALL BOARD

METAL TRIM

PERFORATED METAL SHEET SPECIFICATION

COLD ROLLED STEEL SHEET 16 GAUGE,PERFORATED STAGGERED HEXAGONPATTERN; MIN 70% OF OPENINGS; PAINTAS PER ADJACENT SOFFIT

8" [204] maxPAINTED GYPSOFFIT, XP9000

DROPCEILING

PERFORATED METALSHEET WITH AMINIMUM OF 70% OFOPENINGS

"L" ANGLE CONTINUOUSALONG THE PERIMETER

WOOD BLOCKING

MECHANICAL/ELECTRICALRACEWAY CONTINUOUS ALONG THE PERIMETER

4x8 STEEL ''L'' ANGLE

1/8 BENT PLATE PAINTED WHITE

4x4 HSS. REFER TOSTRUCTURALDOCUMENT



TFC



PROJET

No PROJET

No PERMIS

TITRE

DESSINÉ PAR

APPROUVÉ

ÉCHELLE

DATE

DESSIN

ARCHITECTE

CONSULTANTS

ÉMISSIONS

CLIENT

SCEAU

AP-YUL-019/STA-001

As indicated

r12/1/

2016

5:1

4:20

PM

A-805

2016-003

STARBUCKS B2502

Author

01/05/16

Approver

DESIGN DETAILS


CANADA

PMI-09-15-D088

HMS HOST

Scale:9 METAL TRIM - 3D VIEW

Scale: 1 1/2" = 1'-0"7 MEAL TRIM - ELEVATIONScale: 1 1/2" = 1'-0"8 METAL TRIM - PLAN VIEW

Scale:6 SOFFIT METAL TRIM - 3D VIEW

Scale: 1/2" = 1'-0"5 SOFFIT METAL TRIM - ELEVATION

Scale: 3" = 1'-0"4 SPEAKER MOUNTING - PLAN

Scale: 3" = 1'-0"3 SPEAKER MOUNTING - SECTION

Scale: 6" = 1'-0"2 WOOD CLADDING AT SOFFIT

CLIENT

CONCESSION




Scale: 1 1/2" = 1'-0"1 SECTION AT SOFIT


i:15 5-037 hms host concessions aéroport mtl0 - dessinsphase-4 starbucks … · 2016. 2. 2. ·...

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