v:shell projectssbux shell - edry, incz05.001 - lake...

ABBREVIATIONS3PL THIRD PARTY LOGISTICSABS ACRYLONITRILE BUTADIENE

STYRENEA/C AIR CONDITIONINGACC ACCESSIBLEACT ACOUSTICAL CEILING TILEADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAHJ AUTHORITIES HAVING

JURISDICTIONALUM ALUMINUMAMP AMPERAGEAPPROX APPROXIMATEARCH ARCHITECTURAL

BD BOARDBLDG BUILDINGBLKG BLOCKINGBOB BOTTOM OF BEAMBOH BACK OF HOUSE

CAB CABINETCD CONDENSATE DRAINCKT CIRCUITCL CENTER LINECLG CEILINGCLR CLEAR/CLEARANCECM CONSTRUCTION MANAGERCMNT CEMENTCMU CONCRETE MASONRY UNITCNTRS CENTERSCO COMPANYCTR CENTERCOL COLUMNCOMP COMPARTMENTCONC CONCRETECONT CONTINUOUSCONST CONSTRUCTIONCT CERAMIC TILECW COLD WATERCWF COLD WATER FILTEREDCWN COLD WATER NANO FILTEREDCWS COLD WATER SOFTENEDCXFMR CURRENT TRANSFORMERCX COMMISSIONINGCXA COMMISSIONING AGENT

DEG DEGREESDIA DIAMETERDIM DIMENSIONDISP DISPENSERDM DESIGN MANAGERDN DOWNDT DRIVE THRUDTL DETAILDW DISHWASHERDWG(S) DRAWING(S)

EA EACHEC ELECTRICAL CONTRACTORELEC ELECTRICALELEV ELEVATIONEQ EQUALEQUIP EQUIPMENTEXIST EXISTINGEXP EXPOSEDEXT EXTERIORFCO FLOOR CLEANOUTFF&E FURNITURE, FIXTURES &

EQUIPMENTFI FURNITURE INITIATIVESFN FINISHEDFIO FURNISHED & INSTALLED

BY OWNERFIXT FIXTUREFLEX FLEXIBLEFOC FACE OF CABINETFOG FACE OF GLAZINGFOH FRONT OF HOUSEFOIC FURNISHED BY OWNER

INSTALLED BY CONTRACTORFOS FACE OF STUDFRP FIBERGLASS REINFORCED

PANELFLR FLOORFT FOOT/FEETFV FIELD VERIFY

GA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGRND GROUNDGWB GYPSUM WALLBOARD

HC HOLLOW COREHD HEADHDR HEADERHDWD HARDWOODHDWR HARDWAREHM HOLLOW METALHOP HAND OFF PLANE HORIZ HORIZONTALHR HOURHT HEIGHTHVAC HEATING VENTILATING AIR

CONDITIONINGHW HOT WATER

ID INSIDE DIAMETERIF INSIDE INTERIOR FACEIG INDEPENDENT GROUNDINSUL INSULATIONINFO INFORMATIONIW INDIRECT WASTE

JC JOB CAPTAIN

LL LANDLORD

MAX MAXIMUMMC MECHANICAL CONTRACTORMDF MEDIUM DENSITY

FIBERBOARDMECH MECHANICALMEP MECHANICAL, ELECTRICAL

AND PLUMBINGMERCH MERCHANDISE UNITMFG MANUFACTURERMIN MINIMUMMLDG MOULDINGMTL METALNAT NATURALNIC NOT IN CONTRACTNL NIGHT LIGHTNSF NATIONAL SANITATION

FOUNDATIONNTS NOT TO SCALE

OA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOFI OWNER FURNISHED ITEMOF/CI OWNER FURNISHED

/CONTRACTOR INSTALLEDOF/OI OWNER FURNISHED

/OWNER INSTALLEDOPNG OPENING

PC PLUMBING CONTRACTORPD PRODUCTION DESIGNERPERP PERPENDICULARPLAM PLASTIC LAMINATEPLCS PLACESPL PLACEPLEX PLEXIGLASSPLYWD PLYWOODPM PROJECT MANAGERPOC POINT OF CONNECTIONPOS POINT OF SALEPT PAINTQT QUARRY TILER RADIUSRCM RENOVATIONS

CONSTRUCTIONMANAGER

RECEPT RECEPTACLEREF REFERENCEREFRIGREFRIGERATORREQ('D) REQUIRE(D)REV REVISED/REVISIONRND ROUNDRO REVERSE OSMOSIS

SB STARBUCKSSC SOLID CORESF SQUARE FEETSHT SHEETSHT MTL SHEET METALSIM SIMILARSOL SOLIDSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSTG STORAGESTRUCT STRUCTURALSTL STEELSUSP SUSPENDEDSW SOFTENED WATER

T&G TONGUE AND GROOVETEL TELEPHONETEMP TEMPORARYTW TEMPERED WATERTYP TYPICAL

UC UNDERCOUNTERUON UNLESS OTHERWISE NOTED

V VENTVAL VALIDATIONVCT VINYL COMPOSITION TILEVD VENDOR DIRECTVERT VERTICALVIF VERIFY IN FIELDVT VINYL TILE

WD WOODWH WATER HEATERWMV WHITE MAPLE VENEER

XFMR TRANSFORMER

PXXX-ES

XXXXX

X' XX"X

N NORTH ARROW

X'-XX" AFF

XXXX AFF

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION CALLOUT

DETAIL CALLOUT

REVISION TAG

DATUM POINT

PAINT TAG

DESIGN ID TAG

ABOVE FINISHED FLOORHEIGHT TAG (IMPERIAL)

ABOVE FINISHED FLOORHEIGHT TAG (METRIC)

DIMENSION LINE FROMFINISH FACE TO FINISHFACE

REVISION CLOUD

ARCHITECTURAL SYMBOL LEGEND

X

XXXXX DOOR TAGD

XXXXX DESIGN ID TAGX

XXXXX WINDOW TAGW

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2401 UTAH AVENUE SOUTHSEATTLE, WASHINGTON 98134

(206) 318-1575

THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS'NAME, LOGO, TRADEMARKS, AND DESIGNS ARE THE EXCLUSIVE

PROPERTY OF STARBUCKS CORPORATION. ANY REPRODUCTION,MODIFICATION, DISCLOSURE, AND/OR USE OF THESE MATERIALS

(OR ANY PORTION OF THEM) WITHOUT STARBUCKS' PRIORWRITTEN CONSENT IS STRICTLY PROHIBITED.

Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

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PR

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I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICALSUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPAREDBY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. IAM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THESTATE OF TEXAS.

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

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ARCHITECTURALINFORMATION

23074-033

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3465

IVANPEREZ-ROSSELLO

Starbucks Coffee Company

KATHY TRAVIS

7-28-14

A-0001

14104-014

DA

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7-28-14

REVISION SCHEDULEREV DATE BY DESCRIPTION1 Date 1 Revision 1

MATERIAL TO BE DEMOLISHED

EXISTING TO REMAIN

DEMOLITION PLAN NOTES

A. NUMERIC NOTES NOT ON THE PLAN ARE NOT USED

B. TOTAL SCOP OF DEMOLITION MAY NOT BE COVERED ON THISSHEET. REVIEW ALL SHEETS IN THIS DRAWINGS SET TODETERMINE TOTAL SCOPE OF WORK.

C. DEMOLITION TO MEAN REMOVAL AND OFF SITE LEGALDISPOSAL OF DEMOLISHED MATERIALS. REMAINING SURFACESTO BE RESTORED TO ACCEPTABLE CONDITION INACCORDANCE WITH REQUIREMENTS OF NEW CONSTRUCTION.

D. IF DURING DEMOLITION CONDITIONS ARE REVEALED THATMAY JEOPARDIZE THE INTEGRITY OF THE STRUCTURE ORPRECLUDEE. GC RESPONSIBLE FOR SITE INVESTIGATION PRIOR TODEMOLITION TO REVEAL FULL SCOPE OF WORK.F. PATCH & REPAIR ANY SURFACES DISTURBED BY DEMOLITIONOPERATIONS TO MATCH SURROUNDING, UNLESS OTHERWISENOTED AND IN ACCORDANCE WITH LOCAL REQUIREMENTS OFNEW CONSTRUCTION.

G. EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECTTHEM AGAINST ANY DAMAGE DURING DEMOLITION OPERATIONS.

H. CONDUCT DEMOLITION OPERATION AND REMOVE DEBRIS TOENSURE MINIMAL INTERFERENCE WITH ROADS, STREETS,WALKS, AND OTHER OCCUPIED AND USED FACILITIES.

J. GC TO PATCH AND REPAIR ANY EXISTING PAVING DEFECTSOR PAVING DEFECTS RESULTING FROM DEMOLITION ASREQUIRED. GC TO VISIT SITE AND VERIFY EXTENT AND TYPESOF FAILING PAVEMENT.

K. REMOVE & TRANSPORT DEBRIS IN A MANNER THAT WILLPREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

L. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOTALLOW DEMOLISHED MATERIAL TO ACCUMULATE ON SITE.TRANSPORT DEMOLISHED MATERIALS OFF OWNERSPROPERTY AND LEGALLY DISPOSE OF THEM.

M. GC TO VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TODEMOLITION.

N. REMOVE ALL ABANDONED CONDUIT AND WIRING BACK TOEXISTING PANELS.

O. DO NOT SCALE DRAWINGS.

P. IF EXISTING CONDITIONS DIFFER, NOTIFY CONSTRUCTIONMANAGER AND ARCHITECT OF ANY DISCREPANCY IMMEDIATELY.

Q. PROTECT ALL LANDSCAPING SCHEDULED TO REMAIN.

SHEET NOTES 1

1. EXISTING HANDICAP ACCESSIBLE RAMP TOREMAIN

2. EXISTING HANDICAP ACCESSIBLE STRIPESAND SIGNAGE TO REMAIN

3. EXISTING CONCRETE WHEEL STOPS TOREMAIN

4. EXISTING SITE LIGHT TO REMAIN5. EXISTING DIRECTIONAL PARKING STRIPES

TO BE REMOVED6. EXISTING PYLON SIGN TO REMAIN7. EXISITNG BOLLARD TO REMAIN8. EXISTING TRASH DUMPSTER TO BE

RELOCATED9. EXISTING FENCE AND RETAINING ROCK

WALL10. DEMOLISH EXISTING AWNING11. DEMOLISH EXISTING BOLLARD12. DEMOLISH EXISTING DUMPSTER

ENCLOSURE, BOLLARDS AND DOORS13. DEMOLISH EXISTING ARROW STRIPES14. DEMOLISH EXISTING GUARDRAIL15. DEMOLISH EXISTING DIRECTIONAL SIGNAGE16. DEMOLISH EXISTING CLEARANCE BAR17. DEMOLISH EXISTING PRE-MENU BOARD18. DEMOLISH EXISTING MENU BOARD19. DEMOLISH EXISTING LANDSCAPE20. DEMOLITION OF EXISTING SIDEWALK AND

NEW CONSTRUCTION BY LANDLORDUNDER SEPARATE PERMIT.

21. ROOF OVERHANG ABOVE

NORTHWEST HWY

SH

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12 8

13

15

19

4

4

6

15

16

17

18

14

2

11

7

5

3

13

9

9

1

10

TYP.

TYP.

TYP.

A-10012

A-1001

1

A-1001

3

A-1001 4

2021

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(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

NA

ME

:

PR

OJE

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AD

DR

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BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY

:

13057

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DEMOLITION SITEPLAN

23074-033

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IVANPEREZ-ROSSELLO


KATHY TRAVIS

7-28-14

A-1000

14104-014

DA

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7-28-14

LEGEND:

LEED:REFER TO DESIGN SPECIFICATIONSSHEET(S) FOR LEED COMPLIANCEINFORMATION.

NPLANTRUE

Scale: 1" = 10'-0"2 SITE PLAN DEMOLITION

N

REVISION SCHEDULEREV DATE BY DESCRIPTION

DEMOLITION EXTERIOR ELEVATION NOTESSHEET NOTES 1

1. EXISTING STOREFRONT TO REMAIN2. DEMOLISH EXISTING STOREFRONT DOOR AS

INDICATED3. DEMOLISH EXISTING RAILING4. DEMOLISH EXISTING DOOR5. EXISTING DRIVE THRU WINDOW TO REMAIN6. DEMOLISH EXISTING BUILDING MOUNTED SIGN AS

INDICATED. PRESERVE ELECTRICAL CONNECTIONSFOR NEW SIGN.

7. REMOVE AND RETAIN EXISTING ROOF LADDER8. EXISITNG BUILDING MOUNTED LIGHT FIXTURES9. DEMOLISH EXISTING WALL MOUNTED MENU

BOARD.10. DEMOLISH EXISTING AWNING11. SHADED AREA OF EXISTING WALL TO BE

DEMOLISHED TO EXTENTS SHOWN IN DRAWINGS12. DEMOLISH SIGN FACES OF EXISTING WORDMARK

SIGN. PREPARE SIGN FOR NEW FACES.

A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THATMAY JEOPARDIZE THE INTEGRITY OF THE STRUCTURE ORPRECLUDE FOLLOWING DESIGN INTENT, GC TO NOTIFYARCHITECT AND STARBUCKS CM IMMEDIATELY.

B. GC RESPONSIBLE FOR SITE INVESTIGATION PRIOR TODEMOLITION TO REVEAL FULL SCOPE OF WORK

C. DEMOLITION TO MEAN REMOVAL AND OFF SITE LEGALDISPOSAL OF DEMOLISHED MATERIALS. REMAININGSURFACES TO BE RESTORED TO ACCEPTABLE CONDITION INACCORDANCE WITH REQUIREMENTS OF NEW CONSTRUCTION.

D. TOTAL SCOPE OF DEMOLITION MAY NOT BE COVERED ONTHIS SHEET. REVIEW ALL SHEETS IN THIS DRAWING SET TODETERMINE TOTAL SCOPE OF WORK.

E.PROTECT WALLS, FLOORS, AND OTHER EXISTING FINISHESTHAT ARE TO REMAIN AND ARE EXPOSED DURING SELECTIVEDEMOLITION.

F. CONDUCT DEMOLITION OPERATION AND REMOVE DEBRIS TOENSURE MINIMAL INTERFERENCE WITH ROADS, STREETS,WALKS AND OTHER OCCUPIED AND USED FACILITIES.

G. EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECTTHEM AGAINST ANY DAMAGE DURING SELECTIVE DEMOLITIONOPERATIONS.

H. REMOVE & TRANSPORT DEBRIS IN A MANNER THAT WILLPREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

J. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOTALLOW DEMOLISHED MATERIAL TO ACCUMULATE ON SITE.TRANSPORT DEMOLISHED MATERIALS OFF OWNERSPROPERTY AND LEGALLY DISPOSE OF THEM.

K. CONTRACTOR SHALL PROVIDE SHORING PRIOR TO WALLDEMOLITION AND/ OR WHERE REQUIRED.

L. DO NOT SCALE DRAWINGS.

INTERIOR FINISHFLOOR

0"

TO STOREFRONT9' - 5"

T.O. PARAPET12' - 4"

TO ROOF15' - 11 1/2"

111

2

6

3

12

T.O. JOIST10' - 9 3/4"


0"



1

10

11

9

7

4

T.O. JOIST10' - 9 3/4"


0"


TO ROOF15' - 11 1/2"

5

10

11

8

TYP

7

T.O. JOIST10' - 9 3/4"


0"



1

3

6

10

8

12

T.O. JOIST10' - 9 3/4"

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(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:


BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY

:

13057

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DEMOLITIONEXTERIORELEVATIONS

23074-033

7-28-14

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75 2

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3465

IVANPEREZ-ROSSELLO


KATHY TRAVIS

7-28-14

A-1001

14104-014

DA

LLA

S

7-28-14

Scale: 1/4" = 1'-0"1 DEMOLITION SOUTH ELEVATION

Scale: 1/4" = 1'-0"2 DEMOLITION EAST ELEVATION

Scale: 1/4" = 1'-0"3 DEMOLITION NORTH ELEVATION

Scale: 1/4" = 1'-0"4 DEMOLITION WEST ELEVATION


1

1

1

2

1' -

3"

3

4

5

6

ROOF PLAN NOTESSHEET NOTES

1. EXISTING BUILT UP ROOF TO REMAIN2. EXISTING ROOF TOP UNIT TO REMAIN3. DEMOLISH PORTION OF EXISTING ROOF AND

PARAPET AS INDICATED4. DEMOLISH EXISTING ROOF DRAIN5. DEMOLISH AWNING6. REMOVE AND RETAIN ROOF LADDER FOR

REUSE AND RELOCATION

A. NUMERIC NOTES NOT ON THE PLAN ARE NOT USED

B. TOTAL SCOP OF DEMOLITION MAY NOT BE COVERED ONTHIS SHEET. REVIEW ALL SHEETS IN THIS DRAWINGS SETTO DETERMINE TOTAL SCOPE OF WORK.

C. DEMOLITION TO MEAN REMOVAL AND OFF SITE LEGALDISPOSAL OF DEMOLISHED MATERIALS. REMAININGSURFACES TO BE RESTORED TO ACCEPTABLE CONDITIONIN ACCORDANCE WITH REQUIREMENTS OF NEWCONSTRUCTION.

D. IF DURING DEMOLITION CONDITIONS ARE REVEALED THATMAY JEOPARDIZE THE INTEGRITY OF THE STRUCTURE ORPRECLUDEE. GC RESPONSIBLE FOR SITE INVESTIGATION PRIOR TODEMOLITION TO REVEAL FULL SCOPE OF WORK.F. PATCH & REPAIR ANY SURFACES DISTURBED BYDEMOLITION OPERATIONS TO MATCH SURROUNDING,UNLESS OTHERWISE NOTED AND IN ACCORDANCE WITHLOCAL REQUIREMENTS OF NEW CONSTRUCTION.

G. EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECTTHEM AGAINST ANY DAMAGE DURING DEMOLITIONOPERATIONS.

H. CONDUCT DEMOLITION OPERATION AND REMOVE DEBRISTO ENSURE MINIMAL INTERFERENCE WITH ROADS,STREETS, WALKS, AND OTHER OCCUPIED AND USEDFACILITIES.

J. REMOVE & TRANSPORT DEBRIS IN A MANNER THAT WILLPREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

L. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DONOT ALLOW DEMOLISHED MATERIAL TO ACCUMULATE ONSITE. TRANSPORT DEMOLISHED MATERIALS OFF OWNERSPROPERTY AND LEGALLY DISPOSE OF THEM.

M. GC TO VERIFY ALL DIMENSIONS AND LOCATIONS PRIORTO DEMOLITION.

N. DO NOT SCALE DRAWINGS.

P. IF EXISTING CONDITIONS DIFFER, NOTIFY CONSTRUCTIONMANAGER AND ARCHITECT OF ANY DISCREPANCYIMMEDIATELY. NO

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(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:


BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY

:

13057

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DEMOLITION ROOFPLAN

23074-033

7-28-14

Nor

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5905

E. N

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75 2

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3465

IVANPEREZ-ROSSELLO


KATHY TRAVIS

7-28-14

A-1002

14104-014

DA

LLA

S

7-28-14

Scale: 1/4" = 1'-0"1 DEMOLITION ROOF PLAN

NPLAN

NOTE: G.C. TO COORDINATE ROOF TIE-IN WITH OWNER/TENANT ROOFING CONTRACTOR TO ENSURECOMPLIANCE WITH ANY/ ALL ROOF WARRANTY AT TPOROOF TIE-IN


ARCHITECTURALSITE PLAN NOTES

A. REFER TO EXTERIOR ELEVATIONS FOR BUILDINGSIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICALPLANS FOR ELECTRICAL REQUIREMENTS.

B. LANDSCAPING TO BE PROVIDED PER ZONING CODE ANDLEED REQUIREMENTS BY LANDLORD. LANDSCAPING TO BELOW PROFILE, NO HIDING SPACES, 30" MAXIMUM HEIGHT.

C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLEDETECTION LOOP, WIRELESS COMMUNICATION, ANDMONITORS COORDINATED BY STARBUCKS CONSTRUCTIONMANAGER. REFER TO ELECTRICAL SPECIFICATIONS FORELECTRICAL REQUIREMENTS.

D. LANDLORD IS RESPONSIBLE FOR PROVIDING SITE WORK,INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FORDRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKSCONSTRUCTION MANAGER.

E. ALL PARKING AND DRIVE-THRU STRIPING TO BEPROVIDED BY LANDLORD.

F. TRASH ENCLOSURE TO BE LOCKABLE USING STEELGATES OR CHAIN TO BE PROVIDED BY LANDLORD.

G. LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETEPAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TOINCLUDE DRIVE-THRU WINDOW STANDING PAD.

H. GENERAL CONTRACTOR TO APPLY CONCRETE SEALERTO ALL EXTERIOR CONCRETE PATIO AND WALKWAYSURFACES.

J. EXTERIOR SITE LIGHTING TO BE ON TIEM CLOCKSYNCHRONIZED WITH SIGNAGE. LIGHTING REQUIREMENTS:

1. 3-7 FOOTCANDLES LIGHT LEVELS MIN.2. NO DARK AREAS ON SITE INCLUDING TRASH ENCLOSURE AND OUTDOOR PATIOS3. METAL HALIDE LIGHTING PREFERED

SHEET NOTES

1. ALL SIGNAGE BY SIGN VENDOR UDNERSEPARATE PERMIT

2. PYLON SIGN TO HAVE EXISTING LOGOREPLACED WITH NEW LOGO

3. NEW DIRECTIONAL PARKING GRAPHICS4. NEW BOLLARD5. NEW RAILING6. NEW DRIVE-THRU DETECTION LOOP7. NEW MENU BOARD8. NEW ORDER POINT CANOPY WITH DIGITAL

SCREEN9. NEW PRE-MENU BOARD10. NEW CLEARANCE BAR11. NEW DIRECTIONAL SIGN12. NEW ENTER PAVEMENT ARROW13. NEW EXIT PAVEMENT ARROW14. NEW EXIT PAVEMENT ARROW AND STRIPE15. NEW SCREEN FENCE16. GC TO SEAL ALL EXPOSED CONCRETE AT PATIO17. ROOF OVERHANG ABOVE18. NEW CONCRETE SIDEWALK AND CURB BY

LANDLORD UNDER SEPARATE PERMIT.19. NEW DRIVE THRU WINDOW AWNING

1

NORTHWEST HWY

SH

AD

YB

RO

OK

LN

Y 14119

Y 14093

Y 14163

Y 14116

S 14106

Y 14101

Y 14120

Y 14103

Y 14323

Y 14324

Y 14324 Y 14323

Y 14095

A-20022

A-2002

1

A-2002

3

A-2002 4

Y 10031

A-11041

Y 14103

18'-2".

34'-6

".

31'-4"

S 14104

S 14104

A-11047

S 14091

A-11043

3

1

1

94

3

10

6

8

7

19

3

1

3

3

1

5

5

18

A-11045

2

4

11

11

11

123 13

13

12

14

12

15

16

16

A-11049

A-11042

A-11042

A-11042

A-11042

A-11046

17

Y 14103 4

S x1600

SIM

Y x0700

Y x0701

ALIGN

7'-5"

SIM

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(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:


BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY

:

13057

C:\U

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ARCHITECTURAL SITEPLAN

23074-033

7-28-14

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75 2

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3465

IVANPEREZ-ROSSELLO


KATHY TRAVIS

7-28-14

A-1003

14104-014

DA

LLA

S

7-28-14

NPLAN

NTRUE

Scale: 1" = 10'-0"1 SITE PLAN

SIGNAGE SCHEDULE - "S"DESIGN ID COUNT DESCRIPTION RESP. BULB COMMENTSSIGNAGE - DISK

13193 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTEDEVOLVED - 30IN 760MM

SB

SIGNAGE - DRIVE THRU14091 1 SIGN - DT DIRECTIONAL EXIT SIGN

ILLUMINATED ARROW SERIES - 46IN 1170MMSB

14099 3 SIGN - DRIVE THRU ILLUMINATED ARROWSERIES FLUSH MOUNTED - RH - 48IN 1220MM

SB

14104 2 SIGN - DT DIRECTIONAL ILLUMINATED ARROWSERIES WITH LOGO - 46IN 1170MM

SB

14106 1 SIGN - DT CLEARANCE BAR ARROW SERIESFREESTANDING

SB

SIGNAGE - OTHERx1600 1 SIGN - REPLACE WITH NEW LOGO SB

SIGNAGE - WORDMARK11453 1 SIGN - INLINE NONILLUMINATED - 16IN 405MM SBx1601 2 SIGN - INLINE NONILLUMINATED - 16IN 405MM SB EXISTING SIGN WITH NEW SIGN

FACES ONLY

SITE SCHEDULE - "Y"DESIGN ID COUNT DESCRIPTION RESP. BULB COMMENTS

x0700 1 SCREEN FENCE GC SCREEN FENCE AT DRIVE THRUx0701 2 RAILING GC

AWNING10031 1 AWNING - STOREFRONT - 4FT 122CM - GREEN

CANVASSB

EXTERIOR MENU14116 1 MENU BOARD - DT DIGITAL ORDER SCREEN -

FLAT BLACK MT0028SB

14119 1 MENU BOARD - DT 5 PANEL FREESTANDING -108X65IN 2745X1650MM - FLAT BLACK MT0028

SB

14120 1 MENU BOARD - DT PRE MENU FREESTANDING- 36X65IN 915X1650MM - FLAT BLACK MT0028

SB

OTHER14093 1 DT WAYFINDING GRAPHIC ORDER POINT STAR

PATTERN - WHITEGC

14095 1 DT WAYFINDING GRAPHIC EXIT ARROW -WHITE

GC

14101 1 DT WAYFINDING GRAPHIC ENTRY ARROW -GREEN

GC

14103 3 BOLLARD NONILLUMINATED SQUARE - FLATBLACK MT0028

SB

14163 1 DT ORDER POINT CANOPY FREESTANDING -FLAT BLACK MT0028

SB

14323 2 DT WAYFINDING GRAPHIC DIRECTIONALDOUBLE ARROW - GREEN

GC REFERENCE PAINT P936 FORSPECIFICATIONS

14324 2 DT WAYFINDING GRAPHIC DIRECTIONALDOUBLE ARROW - WHITE

GC REFERENCE PAINT P935 FORSPECIFICATIONS


ENLARGEDSITE PLAN NOTES

A. REFER TO EXTERIOR ELEVATIONS FOR BUILDINGSIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICALPLANS FOR ELECTRICAL REQUIREMENTS.

B. LANDSCAPING TO BE PROVIDED PER ZONING CODE ANDLEED REQUIREMENTS BY LANDLORD. LANDSCAPING TO BELOW PROFILE, NO HIDING SPACES, 30" MAXIMUM HEIGHT.

C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLEDETECTION LOOP, WIRELESS COMMUNICATION, ANDMONITORS COORDINATED BY STARBUCKS CONSTRUCTIONMANAGER. REFER TO ELECTRICAL SPECIFICATIONS FORELECTRICAL REQUIREMENTS.

D. LANDLORD IS RESPONSIBLE FOR PROVIDING SITE WORK,INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FORDRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKSCONSTRUCTION MANAGER.

E. ALL PARKING AND DRIVE-THRU STRIPING TO BEPROVIDED BY LANDLORD.

F. TRASH ENCLOSURE TO BE LOCKABLE USING STEELGATES OR CHAIN TO BE PROVIDED BY LANDLORD.

G. LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETEPAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TOINCLUDE DRIVE-THRU WINDOW STANDING PAD.

H. GENERAL CONTRACTOR TO APPLY CONCRETE SEALERTO ALL EXTERIOR CONCRETE PATIO AND WALKWAYSURFACES.

J. EXTERIOR SITE LIGHTING TO BE ON TIEM CLOCKSYNCHRONIZED WITH SIGNAGE. LIGHTING REQUIREMENTS:

1. 3-7 FOOTCANDLES LIGHT LEVELS MIN.2. NO DARK AREAS ON SITE INCLUDING TRASH ENCLOSURE AND OUTDOOR PATIOS3. METAL HALIDE LIGHTING PREFERED

SHEET NOTES

1. NEW BOLLARD2. NEW RAILING3. NEW DRIVE-THRU DETECTION LOOP AT

UNDER GRAPHIC4. NEW MENU BOARD5. NEW ORDER POINT CANOPY WITH DIGITAL

SCREEN6. NEW PRE-MENU BOARD7. NEW CLEARANCE BAR8. NEW SCREEN FENCE9. GC TO SEAL ALL EXPOSED CONCRETE AT

PATIO10. DIRECTIONAL GRAPHICS

1

1'-0"

4'-6

"9'

-3 1

/2"

2'-10"

2'-11"

20°

2'-8

"3'

-0"

20'-0

"

3'-0"

1'-9"

30°

1'-0

"

A-1105

4

A-11052

A-11056

A-11052

A-11053

A-11048

A-11044

A-11061

DIMENSIONSTART POINT ATOUTSIDECORNER OFBUILDING

4'-0

"4'

-0"

4'-0

"4'

-0"

4'-0

"4'

-0"

4"

2 1/2"

A-11062

4

5 3

1

7

6

10

1

8

A-11051

A-11055

3'-0"

SID

E F

SID

E E

3'-0

"

FACE OFCURB

PROPERTYLINE

A-11059

3'-0"

3'-0

"

SIDE F

SIDE E

A-1105

9

PROPERTYLINE

SID

EW

ALK

42°

1' - 6" 1' - 6"

1' -

4"

1' -

4"

1' -

4"

1' -

4"

OPTIONALSEAM

2'-3". 2'-3".

OPTIONALSEAM

42°

2'-0

'.2'

-0".

5' - 0"

1' -

0"

3"

2' - 3" 2' - 3"

42°

2' -

0"

2' -

0"

8' - 6"

3" 3' - 0" 3" 1' - 6" 3' - 6"

3"3'

- 6

"3"

4' -

0"

2'-0"

1'-8

"S

IDE

K

SID

E L

FACE OFCURB

A-110510

VIF

4'-3

"

VIF

19'-4"

HOLD

6'-0" 15'-0"

VIF

8'-2

3/8

"

A-1106

7

A-11067

NEW RAILINGPAINT BLACK

2 9

SIM

R 1' -

6"

NO

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SLM.

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(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:


BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY

:

13057

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rvt

ENLARGED SITEPLANS

23074-033

7-28-14

Nor

thw

e st H

wy

& S

h ady

bro o

k

5905

E. N

ort h

wes

t Hig

h way

Da l

las,

TX

75 2

31

3465

IVANPEREZ-ROSSELLO


KATHY TRAVIS

7-28-14

A-1104

14104-014

DA

LLA

S

7-28-14

Scale: 1/2" = 1'-0"1 ENLARGED SITE PLAN

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

ENLARGED PLANAT DIRECTIONAL SIGN

Scale: 3/8" = 1'-0"3

ENLARGED PLANAT DIRECTIONAL SIGN

Scale: 1/2" = 1'-0"2

DTE - WAYFINDINGGRAPHIC ARROW - DOUBLE

Scale: 1/2" = 1'-0"4

DTE - WAYFINDING GRAPHIC ARROW - SINGLE

Scale: 1/2" = 1'-0"6

DTE - WAYFINDING GRAPHIC ARROW - EXIT

Scale: 1/2" = 1'-0"8

DTE - WAYFINDING GRAPHICSTAR PATTERN - HORIZONTAL

Scale: 3/8" = 1'-0"5

ENLARGED PLANAT DIRECTIONAL SIGN - EXIT

Scale: 1/4" = 1'-0"9 ENLARGED PLAN AT NEW RAILING


9'-6" CLEARANCE

1' - 9"

SIGN WITH BASE AND PLATECOVER (BY STARBUCKS)

EXPOSED FOOTING

FINISH GRADE

CONCRETE FOOTING

LETTERING APPLIED ONSITE AS NEEDED

THIS DETAIL IS FOR REFERENCEONLY. SIGNAGE SUPPLIED ANDINSTALLED BY OTHERS UNDERSEPARATE PERMIT.

DRIVING SURFACE

STEEL POLE

9' -

6"

A-11057

CLEARANCE BAR

3/4" X 36" A36 STEEL ANCHORBOLTS EMBED 48" MIN. (4 EA.)

FINISH GRADE

(6) #4 BARS ON AN 11" PATTERNWITH (6) #3 STIRRUPS @ 4" O.C.@ TOP 24", THEN 10" O.C.THEREAFTER

PLAN

5"

5"

CLEARANCE POSTPLATE OUTLINE

NOTES:1. FOOTING DEPTH MAY VARY AS PER SITE AND SOIL CONDITIONS.2. CONCRETE COMPRESSIVE STRENGTH 3600 PSI AFTER 28 DAYS.3. THE GROUND MUST NOT BE ALTERED AND MUST BE WELL DRAINED.4. EXPECTED GROUND BEARING CAPACITY AT 3000 PSF.

5' -

0"

1' - 6"

8"

8"

3/4" DIA. HOLE (4)

2 7/8" DIA. GALV.STEEL PIPE PAINTEDDURANODIC BRONZE

1/2" THICK STEELPLATE PAINTEDDURANODIC BRONZE

3" MIN. CONC. COVERDO NOT WELD REBAR

NON-SHRINK GROUT &3/4" LEVELING NUTS

#3 TIES (3 EA.)

#4 VERTICALS(4 EA.)

FINISHEDGRADE

INT

O N

AT

UR

AL

GR

AD

E O

RE

NG

INE

ER

ED

FIL

L

#3 TIES TYP PLAN

DIRECTIONALPLATEOUTLINE

DIRECTIONALSIGN

3/4" 12" LONGANCHOR BOLTSEMBED 6" MIN.(2EA.)

1" CONDUITFOR 120VAC(CENTER INFOOTING)2'

-0"

MIN

.

1'-6" DIA.

6"

1"

THIS DETAIL IS FOR REFERENCE ONLY.SIGNAGE SUPPLIED AND INSTALLED BYOTHERS UNDER SEPARATE PERMIT

FRONT ELEVATION SIDE ELEVATION

THIS DETAIL IS FORREFERENCE ONLY. SIGNAGESUPPLIED AND INSTALLEDBY OTHERS UNDERSEPARATE PERMIT

ACRYLIC GRAPHIC PANELS

SIDE E SIDE F

SIGN WITH BASEAND PLATE COVER(BY STARBUCKS)

EXPOSED FOOTING

FINISH GRADE

CONCRETE FOOTING

2' - 7"

3' -

10"

1 1/

2"

5 1/4"

A-11058

SIGN WITH BASEAND PLATE COVER(BY STARBUCKS)

EXPOSED FOOTING

FINISH GRADE

CONCRETE FOOTING

2' - 1 1/4"

3' -

10"

1 1/

2"

SIDE K

SIDE L

A-11058

1' -

0"

1' -

11"

2' - 6" 4' - 0 1/4" 7' - 3 1/4"

2' -

11"

MIN

. CLR

.1'

- 0

"

20°

(1) CONDUIT, ROUTE BACK TO ELECTRICAL PANEL

CONCRETE FOOTING

OUTLINE OF MENU BOARD

OUTLINE OF DIGITAL ORDER SCREEN

DETECTOR LOOP CENTERED ON DIGITAL ORDER SCREEN2" (50MM) BELOW FINAL GRADE IN CONDUIT OR SAWCUT.

CONDUIT

(2) CONDUIT, ROUTE TO DRIVE THRU WINDOW(1) CONDUIT, ROUTE TO ELECTRICAL PANEL

CONCRETE FOOTING (2)

NON-ILLUMINATED BOLLARD

CANOPY ABOVE

NOTES:1. IF UTILIZING EXISTING FOOTING(S) FORSIGNAGE INSTALLATION, FASTEN TOEXISTING THREADED BOLTS AND PROVIDECONDUIT AS NOTED. ENSURE BOLTS ARE INSOUND CONDITION.

2. IF ABANDONING EXISTING FOOTING(S) INPLACE, CUT CONDUIT AND THREADEDBOLTS FLUSH TO TOP OF FOOTING.

EDGE OF CONCRETE CURB

MIN. CLR. AREA

16' - 4 3/4"

MIN

. CLR

. AR

EA

4' -

3"

2' -

10"

5"

FINISHGRADE

1 1/

2"

18" DIA.CONCRETE BASE

1'-6"

6"

.3'

- 6

"

SIGN WITH BASE ANDPLATE COVER (BYSTARBUCKS)

FINISHEDGRADE

5' -

6 3

/4"

#3 TIES (3 EA.)

#3 TIES TYP. @12" O.C.

#5 VERTICALS(6 EA.)

MENU BOTTOMPLATE OUTLINE

3/4" DIA. x 24"LANCHOR BOLTS (F1554GRADE 36 - 4 EA.)

NA

TU

RA

L G

RA

DE

OR

EN

GIN

EE

RE

D F

ILL

4'-3

" M

IN. I

NT

O

OPENING FOR120VAC(CENTER INFOOTING)

4"

1'-1"

PLAN

FREESTANDINGMENU (DESIGNVARIES)

THIS DETAIL IS FORREFERENCE ONLY.SIGNAGE SUPPLIED ANDINSTALLED BY OTHERSUNDER SEPARATE PERMIT

2'-1 3/4"

4 1/2" 6 3/8"

2 3/

8"

8 5/

8"

1' -

6 1

/2"

4' -

0 1

/2"

9' - 0"

MIN

. CLR

. AR

EA

4' -

6"

3' -

0"

30°

OUTLINE OF MENU BOARD

CONCRETE FOOTING SEEADDITIONAL DETAILS FORCONSTRUCTION

EDGE OF CONCRETE CURB

(1) CONDUIT ROUTE BACKTO ELECTRICAL PANEL

20'-0" (6M) TO CENTERLINE OFORDER POINT

SIGN WITH BASE ANDPLATE COVER (BYSTARBUCKS)

MENU BOTTOMPLATE OUTLINE

OPENING FOR120VAC(CENTER INFOOTING)

4"

1'-1"

PLAN

2'-1 3/4"

4 1/2" 6 3/8"

1 7/

8"

8 5/

8"

FINISHEDGRADE

#3 TIES (3 EA.)

#3 TIES TYP. @12" O.C.

#5 VERTICALS(6 EA.)

3/4" DIA. x 24"LANCHOR BOLTS (F1554GRADE 36 - 4 EA.)

NA

TU

RA

L G

RA

DE

OR

EN

GIN

EE

RE

D F

ILL

4'-3

" M

IN. I

NT

O5'

-6 3

/4"

1'-6

1/2

"4'

-0 1

/2"

FREESTANDINGPRE-MENU(DESIGN VARIES)

THIS DETAIL IS FORREFERENCE ONLY.SIGNAGE SUPPLIED ANDINSTALLED BY OTHERSUNDER SEPARATE PERMIT

NO

RACECURB

SLM.

0 5 71 3

R

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IH

CRADEETSIGE

R

ETFX AS

OETAT

S


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:


BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY

:

13057

C:\U

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1410

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L2_j

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rvt

SITE DETAILS

23074-033

7-28-14

Nor

thw

e st H

wy

& S

h ady

bro o

k

5905

E. N

ort h

wes

t Hig

h way

Da l

las,

TX

75 2

31

3465

IVANPEREZ-ROSSELLO


KATHY TRAVIS

7-28-14

A-1105

14104-014

DA

LLA

S

7-28-14

Scale: 1/2" = 1'-0"4 ELEVATION OF CLEARANCE BAR

Scale: 1/2" = 1'-0"7 CLEARANCE BAR FOOTING

Scale: 1/2" = 1'-0"8 DT ILLUM DIR. SIGN FOOTING

Scale: 1/2" = 1'-0"9 DT DIRECTIONAL ILLUM SIGN

Scale: 1/2" = 1'-0"10 DT DIRECTIONAL SIGN - EXIT

Scale: 1/2" = 1'-0"1 DTE - 5 PANEL 20º DT MENU BOARD, DIGITAL ORDER SCREEN WITH CANOPY

Scale: 3/4" = 1'-0"2 DTE - NON-ILLUMINATED BOLLARD

Scale: 1/2" = 1'-0"3 DTE - MENU 5 PANEL FREESTANDING

Scale: 1/2" = 1'-0"5 DTE - PRE-MENU 30 DEG

Scale: 1/2" = 1'-0"6 DTE - PRE-MENU FREESTANDING


CURB

DIGITAL ORDERSCREEN WITHCANOPY (BYSTARBUCKS)

EXPOSED CONCRETEFOOTING

1 1/

2"

FRONT ELEVATION PLAN

CONCRETECURB

FINISHEDDRIVEGRADE

CONCRETEFOOTING

DIGITAL ORDERSCREEN WITHCANOPY (BYSTARBUCKS)

FINISH GRADE

LEFT ELEVATION RIGHT ELEVATION

EXPOSED CONCRETEFOOTING

WOOD WITH STAIN ORCOMPOSITE WALLPANELS CUT INTO6" WIDE BOARDS

4"x4" TUBE STEELPOST, TYP. POST TOHAVE DARK GRAYPOWDER COAT FINISH

FINISHEDSIDEWALK

1' - 0"

12" ɸ

PIE

R B

Y G

C4'

- 0

"

4" X

4"

TU

BE

ST

EE

L P

OS

T3'

- 0

"

2"x6" WOOD WITH STAINCUT INTO 4' - 0" BOARDS

4"x4" (120mmx120mm) TUBESTEEL POST WITH CLOSEDTOP, TYP.

NOTE: BOARD COLORFINISH TO MATCH SIDINGPANELS ON BUILDING

MAX

4'-0"

SIMPSON STYLECOLUMN BASEFOR 4"x4"VERTICAL

FINISHEDSIDEWALK

GC TO PROVIDE CLEARCOATING AND STAINLESSSTEEL GALVANIZED NAILSSCREWS, AND PLATES.

6' -

6"

A-11063

10"

10"

10"

10"

10"

10"

1' -

3"

3' -

6"

OR

4' -

0"

(122

0mm

) W

HE

N S

CR

EE

N

4 1/

2"

4' - 0" MAX

4 3/4" OR 10 EQUAL SPACES

2"x3" (50mmx75mm)TUBE STEEL TOP RAIL

1"x1" (25mmx25mm) METAL BAR

2"x2" (610mmx610mm)TUBE STEEL VERTICALS

2"x1 1/2" (50mmx40mm)TUBE STEEL BOTTOMRAIL

BASEATTACHMENT

ALL CONNECTIONS ARE WELDED EXCEPT BASE ATTACHMENT.ALL WELDS TO BE CONTINUOUS AND GROUND SMOOTH. ANYGAPS TO BE FILLED.

PAINT COLOR OPTIONS ARE BLACK, COLOR TO MATCH DRIVETHRU ACCESSORIES, OR AS SELECTED BY STARBUCKSCOFFEE.

NO

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SLM.

0 5 71 3

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(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:


BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY

:

13057

C:\U

sers

\jvas

quez

\Doc

umen

ts\P

roje

cts\

1410

4-01

4_34

65 N

W H

wy

and

Sha

dybr

ook

Dal

las,

TX

_A_2

013_

CE

NT

RA

L2_j

vasq

uez.

rvt

SITE DETAILS

23074-033

7-28-14

Nor

thw

e st H

wy

& S

h ady

bro o

k

5905

E. N

ort h

wes

t Hig

h way

Da l

las,

TX

75 2

31

3465

IVANPEREZ-ROSSELLO


KATHY TRAVIS

7-28-14

A-1106

14104-014

DA

LLA

S

7-28-14

Scale: 1/2" = 1'-0"1 DTE - DIGITAL ORDER SCREEN WITH CANOPY

Scale: 1 1/2" = 1'-0"3 WOOD SCREEN BASE DETAIL

Scale: 1/2" = 1'-0"2 WOOD SCREEN

Scale: 1/2" = 1'-0"7 RAILING DETAIL


EXTERIOR ELEVATION NOTES

A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULESIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTORPROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION.STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERALCONTRACTOR WITH SIGNAGE CONTRACTOR CONTACTINFORMATION.

B. GENERAL CONTRACTOR SHALL COORDINATE WITHELECTRICAL CONTRACTOR TO FURNISH AND INSTALLELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE,CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARYTO SERVE SIGNAGE.

C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOODSTUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE.

D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATIONOF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGEWITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TOFABRICATION TO STARBUCKS DESIGNER FOR APPROVAL.

E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE INCOMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT ANDLANDLORD APPROVAL.

F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TOSTARBUCKS CONSTRUCTION MANAGER AND TO THE GENERALCONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFYSTARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCY WITHSTARBUCKS ARCHITECTURAL DRAWINGS.

G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIREXISTING EXTERIOR AS REQUIRED.

H. STARBUCKS CONTRACTS DIRECTLY WITH SIGN VENDOR TOPERMIT, SUPPLY AND INSTALL SIGNAGE. SIGN VENDOR TOVERIFY COMPLIANCE WITH LOCAL CODES AND OBTAINPERMITS AND LANDLORD APPROVAL

I. GC TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR ASREQUIRED.

J. DO NOT SCALE DRAWINGS.

1. PROVIDE 3" (75MM) HIGH BLACK ACRYLIC STOREADDRESS ON GLAZING.

2. GC TO COORDINATE WITH ELECTRICAL SUBCONTRACTOR TO FURNISH AND INSTALLELECTRICAL CIRCUIT INCLUDING ALL CONDUIT,WIRE CONNECTIOSN AND BREAKER ATPANELBOARD NECESSRY TO SERVE SIGNAGE

3. NEW BULDING MOUNTED SIGN - GC TO PROVIDEBLOCKING AS NEEDED. COORDINATE WITH SIGNVENDOR REFER TO ELECTRICAL SHEETS.

4. NEW CANVAS5. NEW ROOF LADDER6. NEW DOOR7. NEW STOREFRONT DOOR8. EXISTING STOREFRONT9. EXISITNG BUILDING MOUNTED LIGHT FIXTURES10. NEW RAILING11. NEW STOREFRONT TO MATCH EXISTING12. EXISTING DRIVE THRU WINDOW13. NEW ARTWORK14. EXISTING SIGN WITH NEW SIGN FACES15. OVERFLOW ROOF DRAIN NOZZLE.16. ROOF DRAIN, DAYLIGHT AT CURB.

SHEET NOTES 1


0"



TO ROOF15' - 11 1/2"

S 14099S x1601 2 3

7

8

8

10 10

11

59051

EQ

EQ

15' - 0"15' - 0".

14

T.O. JOIST10' - 9 3/4"


0"



S 11453 S 14099

EQ

EQ

2 3 2 3

11' - 11 3/4" 14' - 8 1/4"

4

5

8

10

EXISTING BUILDING NEW CONSTRUCTION

(BEYOND)

EXISTING BUILDING

T.O. JOIST10' - 9 3/4"


0"


TO ROOF15' - 11 1/2"

S 13193

2' - 6"

EQ

EQ

2 3

4Y 10031

5

69

TYP12

EQ EQ EQEQ EQ EQ

5' -

6"

F x0301 F x0303 F x030213 13 13

NEW CONSTRUCTION EXISTING BUILDING

T.O. JOIST10' - 9 3/4"

15 16


0"



S 14099S x1601

8

14 2 3

4

10

T.O. JOIST10' - 9 3/4"

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETAT

S


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:


BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY

:

13057

C:\U

sers

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quez

\Doc

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1410

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TX

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013_

CE

NT

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vasq

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rvt

EXTERIORELEVATIONS

23074-033

7-28-14

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3465

IVANPEREZ-ROSSELLO


KATHY TRAVIS

7-28-14

A-2002

14104-014

DA

LLA

S

7-28-14

SIGNAGE SCHEDULE - "S".DESIGN ID COUNT DESCRIPTION RESP. BULB COMMENTSSIGNAGE - DISK

13193 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTEDEVOLVED - 30IN 760MM

SB

SIGNAGE - DRIVE THRU14091 1 SIGN - DT DIRECTIONAL EXIT SIGN

ILLUMINATED ARROW SERIES - 46IN 1170MMSB

14099 3 SIGN - DRIVE THRU ILLUMINATED ARROWSERIES FLUSH MOUNTED - RH - 48IN 1220MM

SB

14104 2 SIGN - DT DIRECTIONAL ILLUMINATED ARROWSERIES WITH LOGO - 46IN 1170MM

SB

14106 1 SIGN - DT CLEARANCE BAR ARROW SERIESFREESTANDING

SB

SIGNAGE - OTHERx1600 1 SIGN - REPLACE WITH NEW LOGO SB

SIGNAGE - WORDMARK11453 1 SIGN - INLINE NONILLUMINATED - 16IN 405MM SBx1601 2 SIGN - INLINE NONILLUMINATED - 16IN 405MM SB EXISTING SIGN WITH NEW SIGN

FACES ONLY

Scale: 1/4" = 1'-0"1 SOUTH ELEVATION

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

Scale: 1/4" = 1'-0"3 NORTH ELEVATION

Scale: 1/4" = 1'-0"4 WEST ELEVATION


1

1

2

3

4

5

45' - 3" 10' - 3 1/2"

10' -

3 1

/2"

38' -

11

1/2"

135°

135°

13' - 0 1/4" 12' - 0"

SLO

PE

1/4

" P

ER

FO

OT

31' -

3"

12' - 6"

ALIGN

ALIGN

3

A-2004__________________________________

2

A-2004__________________________________ 1' - 6"

67

8

ROOF PLAN NOTESA. REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICALSHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.

B. CONTRACTOR TO COORDINTATE ALL WORK WITH OTHERTRADES.

C. THE CONTRACTOR SHALL PROVIDE ALL LABOR,EQUIPMENT, AND MATERIALS UNLESS INDICATEDOTHERWISE, AS WELL AS SECURE ALL NECESSARY PERMITSTO PERFORM THE WORK INDICATED WITHIN THESEDOCUMENTS.

SHEET NOTES

1. EXISTING BUILT UP ROOF TO REMAIN2. EXISTING ROOF TOP UNIT3. NEW BUILT UP ROOF TO MATCH EXISTING4. NEW AWNING5. RELOCATED ROOF LADDER6. NEW 4" DIAMETER (MIN.) ROOF DRAIN7. NEW 4" DIAMETER (MIN.) OVERFLOW DRAIN8. NEW BUILT UP CRICKET AT EXISTING ROOF

EXISTING ROOF DECK

EXISTING ROOFNEW ROOF

NEW TPO MEMBRANETO MATCH EXISTING

NEW TPO JOINTOVER LAPNEW 5 1/2" RIGID

INSULATION WITHCOVER BOARD

ROOF DECK REF.STRUCTURAL

NOTE: GC TO COORDINATE ROOF TIE-IN WITHOWNER/ TENANT ROOFING CONTRACTOR TOENSURE COMPLIANCE WITH ANY/ ALL ROOFWARANTY AT TPO ROOF TIE IN.

EXISTING HIGH ROOFTO REMAIN

EXISTING EIFS AT HIGHWALL FRAMING TOREMAIN

NEW TPO SINGLEPLY MEMBRANE TOMATCH EXISTING

NEW 5 1/2" RIGIDINSULATION WITHCOVER BOARD


EXTEND NEW MEMBRANE TOEXISTING EIFS AND SEALWATER TIGHT. ADD DRIPFLASHING

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETAT

S


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:


BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY

:

13057

C:\U

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\Doc

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1410

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ROOF PLAN

23074-033

7-28-14

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75 2

31

3465

IVANPEREZ-ROSSELLO


KATHY TRAVIS

7-28-14

A-2004

14104-014

DA

LLA

S

7-28-14

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

NPLAN

Scale: 1 1/2" = 1'-0"2 LOWER ROOF TIE IN

Scale: 1" = 1'-0"3 SECTION AT EXISTING HIGH ROOF AND NEW ROOF

ROOF DRAIN CALCULATIONTOTAL ROOF AREA FOR NEW DRAIN: 1,020 SF

TOTAL DRAIN AREA REQUIRED:RAIN INTENSITY PER HOUR DALLAS, TX 7.5 IN/HRREQUIRED SQ. IN. REQUIRED

1 IN. PER 150 SF OF ROOF AREA 6.8 SQ. IN.

TOTAL DRAIN AREA PROVIDED: 12.57 SQ. IN.



0"


A-20057

A-20055

A-20053

SLOPE 1/4" PER FOOT

CONCRETE FOUNDATIONREF. STRUCTURAL

VAPOR RETARDER

6" x 18 GA. MTL STUDSAT 16" OC

1" THICK EIFS OVER 5/8"APA SHEATHING

5/8" TYPE 'X' GWB

ACT CEILING


3' - 1 3/4" VIF

1" THICK EIFS OVER5/8" APA SHEATHINGTO MATCH EXISTINGSOFFIT

JOIST REFSTRUCTURAL

TPO SINGLE PLY ROOFTO MATCH EXISTING

BATT INSULATION10' -

1 3

/4"

RIGID INSULATION WITHCOVER BOARD



T.O. JOIST10' - 9 3/4"


0"


SLOPE 1/4" PER FOOT


VAPOR RETARDER



ACT CEILING



JOIST REF STRUCTURAL

TOP SINGLE PLYROOF TO MATCHEXISTING

EXIT SIGN/EMERGENCY LIGHT

3' - 1 3/4" VIF

BOXED HEADER REFSTRUCTURAL

HOLLOW METAL DOOR

A-20054

A-20056

BATTINSULATION

TILE FLOOR

A-20057

A-20055

T.O. JOIST10' - 9 3/4"

RIGID INSULATION WITHCOVER BOARD


1/2" EXPANSIONJOINT

TY

P1/

2"

CONCRETE FOUNDATIONREF STRUCTURAL

CONCRETE PAVING

6" x 18 GA. MTL STUDS @16" OC

BATT INSULATION


5/8" TYPE 'X' GWB

CONCRETE SIDEWALK


FLOOR TILE

THRESHOLD

1/2" EXPANSION JOINT

BOTTOM RAILWEATHERSTRIPPING

HOLLOW METALDOOR

CONT. DRIPFORMED IN EIFS

4"1/

2"

1" THICK EIFSOVER 5/8" APAPLYWOODSHEATHING

6" x 16 GA. MTLSTUDS AT 16" OC

JOIST REF.STRUCTURAL

1" THICK EIFSOVER 5/8" APAPLYWOODSHEATHING

CLOSER

HOLLOW METALDOOR FRAME

5/8" TYPE 'X'GWB

EXIT SIGN/EMERGENCYLIGHT

BOXED HEADERREF. STRUCT

OVERHEADRAIN DRIP

HOLLOWMETALDOOR

1" THICK EIFSOVER 5/8" THICKAPA SHEATHING

6" x 18 GA. MTLSTUDS AT 16" OC

BATT INSULATION

2x4 CONT. WOODBLOCKING

1" THICK EIFS OVER 5/8"APA PLYWOOD SHEATHING

6" x 18 GA. MTL STUDS AT16" OC.

NEW BUILT UP ROOFTO MATCH EXISTING

4"

BREAK METAL TRIM TO EXTENDUNDER TPO MEMBRANE ATTOP OF PARAPET ANDPROVIDE POSITIVE DRIP EDGETO MATCH EXISTING

FIBER CANT CONT.AT PARAPET

NEW TPO SINGLE PLY MEMBRANETO EXTEND UP AND OVER NEWPARAPET WALL

RIGID INSULATION WITH COVERBOARD

ROOF DECK REF. STRUCTURAL

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETAT

S


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PR

OJE

CT

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:


BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY

:

13057

C:\U

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1410

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WALL SECTION ANDDETAILS

23074-033

7-28-14

Nor

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5905

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ort h

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75 2

31

3465

IVANPEREZ-ROSSELLO


KATHY TRAVIS

7-28-14

A-2005

14104-014

DA

LLA

S

7-28-14

Scale: 3/4" = 1'-0"1 TYPICAL WALL SECTION

Scale: 3/4" = 1'-0"2 WALL SECTION AT WORKROOM DOOR

Scale: 3" = 1'-0"3 SECTION DETAIL AT WALL BASE

Scale: 3" = 1'-0"4

SECTION DETAIL ATWORKROOM DOOR BASE

Scale: 3" = 1'-0"5 SECTION DETAIL AT PARAPET WALL

Scale: 3" = 1'-0"6

SECTION DETAIL ATWORKROOM DOOR HEAD

Scale: 3" = 1'-0"7 SECTION DETAIL AT PARAPET CAP


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