THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS' …

A-201 3

A-202

2

A-201

1

11 S

PAC

ES

7 SPACES

5 SP

ACES

(2 A

DA)

8 SPACES

9 SP

ACES

9 SPACES

2 SP

ACES

5 SP

ACES

4 SP

ACES 26 SPACES

STARBUCKS1,853 SQ/FT

GASTON AVENUE

S 14324 S 14323

S 14324 S 14323

S 14324

S 14323

A-1021

29' -

11

3/4"

31' -

10 3/

4"

33' - 1 1/2"

A-1022

A-1024

A-1023

A-1025

A-1042

TYP.

A-2021TYPICAL THROUGHOUT SITE

1

2

3 4

5

2

222

2

2

55

5

5

5

5

5

5

5

5

6

7

7

8

8

9 10

1111

12

13

13

13 13

13

13

12

TYP.

14 15

1415

15

14

3

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SLM.

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ETFX AS

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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:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :

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 OFBRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

\\192

.168

.16.

64\d

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PRO

JEC

TS\R

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1310

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108.

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SITE PLAN

57348-001

07/03/14

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7325

GA S

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1 00

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7521

4

22121

IVAN PEREZROSELLO

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

07/03/14

A-101

13108.013

DAL

LAS

13057

GENERAL NOTES:

KEYED NOTES:REFER TO EXTERIOR ELEVATIONS FOR BUILDINGSIGNAGE LOCATIONS. REFER TO ELECTRICALSHEETS FOR POWER REQUIREMENTS.

NUMERICAL NOTES NOT LISTED ARE NOT USED.A

1

2

3

4

5

6

7

8

9

10

11

STARBUCKS CONTRACTS DIRECTLY WITH SIGNAGECONTRACTOR TO PERMIT, SUPPLY AND INSTALLSIGNAGE. SIGNAGE CONTRACTOR TO VERIFYSIGNAGE COMPLIANCE WITH LOCAL CODES ANDOBTAIN PERMIT AND LANDLORD APPROVAL.

REFER TO I-601 AND I-602 FOR SCHEDULESB

C

SIGNAGE CONTRACTOR TO SUPPLY SHOPDRAWINGS TO STARBUCKS CM, DESIGNER ANDTO THE GC AS NEEDED. GC TO NOTIFYSTARBUCKS CM IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCYWITH STARBUCKS ARCHITECTURAL DRAWINGS.

D

GC TO COORDINATE AND SCHEDULE SIGNAGEINSTALLATION WITH THE SIGNAGE CONTRACTORPROVIDING A MINIMUM SCHEDULING NOTICE OF 4WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATEOF INSTALLATION. STARBUCKS CM TO PROVIDEGC WITH SIGNAGE CONTRACTOR CONTACTINFORMATION.

E

SIGNAGE TO BE PERMITTED UNDER SEPARATEPERMIT

F

EXTERIOR SITE LIGHTING TO BE ON TIME CLOCKSYNCHRONIZED WITH SIGNAGE. LIGHTINGREQUIREMENTS:A) 3-7 FOOTCANDLES LIGHT LEVELS MINIMUM.B) NO DARK AREAS ON SITE, INCLUDING TRASHENCLOSURE AND OUTDOOR PATIOSC) METAL HALIDE LIGHTING PREFERRED.

LANDSCAPING TO BE PROVIDED BY LANDLORD.LANDSCAPING TO BE LOW PROFILE, NO HIDINGPLACES, 30" MAXIMUM HEIGHT.

DRIVE-THRU EQUIPMENT INCLUDING VEHICLEDETECTION LOOP, WIRELESS COMMUNICATION,AND MONITORS COORDINATED BY STARBUCKSCONSTRUCTION MANAGER. REFER TOELECTRICAL SHEETS.

LANDLORD IS RESPONSIBLE FOR PROVIDING SITEWORK, INCLUDING NEW BOLLARDS, FOOTING ANDCONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATEWITH STARBUCKS CONSTRUCTION MANAGER.

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

DUMPSTER ENCLOSURE PROVIDED BY LANDLORDTO BE LOCKABLE USING STEEL GATES OR CHAINBY LANDLORD.

LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETEPAVING THE LENGTH OF THE DRIVE-THRU LANE,EXTENT TO INCLUDE DRIVE-THRU WINDOWSTANDING PAD.

GC TO APPLY CONCRETE SEALER TO ALLEXTERIOR CONCRETE PATIO AND WALKWAYSURFACES.

ALL SIGNAGE BY SIGN VENDOR UNDERSEPARATE PERMIT.

SIGNAGE CONTRACTOR SHALL VERIFY SIZE &LOCATION OF ANY & ALL ALLOWABLEMONUMENT OR PYLON SIGNAGE WITHLANDLORD & PROVIDE SHOP DRAWING(S)PRIOR TO FABRICATION.

G

LEED:

12 WHEEL STOPS BY LANDLORD

13

14

HC RAMP BY LANDLORD

15

RAILING BY LANDLORD

REFER TO DESIGN SPECIFICATIONSSHEET(S) FOR LEED COMPLIANCEINFORMATION.

NPLAN

NTRUE

Scale: 1/16" = 1'-0"1 SITE PLAN

DOUBLE IN-ARROW GRAPHIC - GREEN

DOUBLE OUT- ARROW GRAPHIC- WHITE

REVISION SCHEDULEREV DATE BY DESCRIPTION

2' -

11"

20°

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

1' -

0"

20' - 0"

30°

S 141195-PANEL

MENU BOARD

S 14163

S 14116

S 14103

S 14120

DT ORDERCANOPY

DIGITAL ORDERSCREEN

WAYFINDINGGRAPHIC:

STAR PATTERN

BOLLARD

PRE-MENUBOARD

A-1032

3' -

0"

A-103

7

A-103

5

A-103

6

A-104

1

40' - 9"

5' -

0 1/

4"

DIMENSION FROMCORNER OFBUILDING

CLE

AR3'

- 9"

CLE

AR3'

- 3

1/2"

5

4

5

14

7

8

10

1

A-1031

S 14093

A-1045

9' - 3"

8' -

0"

DIMENSIONFROM INSIDECORNER OFCURB

S 14104

EQEQ

1' -

6"

A-1044

S 14106CLEARANCE

BAR

DIRECTIONALSIGNAGE

SIDE 'F'

SIDE 'E'

A-1034

A-103 11

S 14101

DT WAYFINDING GRAPHIC:GREEN IN-ARROW

4

11

9

14' -

0"

5' - 0"

S 14104

SIDE 'E'

SIDE 'F'DIRECTIONAL

SIGNAGE

DIMENSIONFROM CORNEROF CURB

A-103

11

4

1' -

9"

3' - 6"

S 14091DIRECTIONAL

SIGNAGE

S 140956' - 0" 6' - 0"

A-1043

WAYFINDING GRAPHIC:WHITE EXIT-ARROW AND BAR

DIMENSION FROMINSIDE CORNEROF CONCRETE

A-103

12

SIDE 'L'

SIDE 'K'

4

12

BICYCLE CLEARANCE

1' - 1 1/2"

8' -

4 1/

4"

S 10042

BIKE RACK BYLANDLORD

DIMENSION FROMCORNER OFBUILDING

15

13

3' - 0"

2' -

0"

5' - 0"

NO

RACECURB

SLM.

0 5 71 3

R

TCETI

HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

C:\U

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ENLARGED SITEPLANS

57348-001

07/03/14

GAR

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GAS

TON

7325

GA S

TON

AV E

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ITE

1 00

DA L

LAS ,

TX

7521

4

22121

IVAN PEREZROSELLO


TEXAS

KATHY TRAVIS

07/03/14

A-102

13108.013

DAL

LAS

13057

Scale: 1/4" = 1'-0"1 ENLARGED PLAN AT MENU BOARDS

Scale: 1/4" = 1'-0"2 PLAN AT DRIVE-THRU ENTRY

Scale: 1/4" = 1'-0"3 PLAN AT DIRECTIONAL SIGNAGE

Scale: 1/4" = 1'-0"4 PLAN AT DRIVE-THRU EXIT

Scale: 1/4" = 1'-0"5 PLAN AT BIKE RACK

GENERAL NOTES:

KEYED NOTES:

NUMERICAL NOTES NOT LISTED ARE NOT USED.A

1

2

3

STARBUCKS CONTRACTS DIRECTLY WITH SIGNAGECONTRACTOR TO PERMIT, SUPPLY AND INSTALLSIGNAGE. SIGNAGE CONTRACTOR TO VERIFYSIGNAGE COMPLIANCE WITH LOCAL CODES ANDOBTAIN PERMIT AND LANDLORD APPROVAL.

REFER TO I-601 AND I-602 FOR SCHEDULESB

C

SIGNAGE CONTRACTOR TO SUPPLY SHOPDRAWINGS TO STARBUCKS CM, DESIGNER ANDTO THE GC AS NEEDED. GC TO NOTIFYSTARBUCKS CM IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCYWITH STARBUCKS ARCHITECTURAL DRAWINGS.

D

GC TO COORDINATE AND SCHEDULE SIGNAGEINSTALLATION WITH THE SIGNAGE CONTRACTORPROVIDING A MINIMUM SCHEDULING NOTICE OF 4WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATEOF INSTALLATION. STARBUCKS CM TO PROVIDEGC WITH SIGNAGE CONTRACTOR CONTACTINFORMATION.

E

SIGNAGE TO BE PERMITTED UNDER SEPARATEPERMIT

F

DRIVE-THRU EQUIPMENT INCLUDING VEHICLEDETECTION LOOP, WIRELESS COMMUNICATION,AND MONITORS COORDINATED BY STARBUCKSCONSTRUCTION MANAGER. REFER TOELECTRICAL SHEETS.

LANDLORD IS RESPONSIBLE FOR PROVIDING SITEWORK, INCLUDING NEW BOLLARDS, FOOTING ANDCONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATEWITH STARBUCKS CONSTRUCTION MANAGER.

ALL SIGNAGE BY SIGN VENDOR UNDERSEPARATE PERMIT.

SIGNAGE CONTRACTOR SHALL VERIFY SIZE &LOCATION OF ANY & ALL ALLOWABLEMONUMENT OR PYLON SIGNAGE WITHLANDLORD & PROVIDE SHOP DRAWING(S)PRIOR TO FABRICATION.

G

LEED:

5 PRE-MENU BOARD

6 MENU BOARD

7 DIGITAL ORDER SCREEN

9 CLEARANCE BAR

13 EXISTING RAILING BY LANDLORD

14 EXISTING GREASE TRAP BY LANDLORD


NPLAN

NTRUE

4 DIRECTIONAL SIGNAGE

15 BIKE RACK BY LANDLORD

10

WAYFINDING GRAPHIC- WHITE OUT-ARROW ANDBAR

11 WAYFINDING GRAPHIC- GREEN IN-ARROW

WAYFINDING GRAPHIC STAR PATTERN

12

8 ORDER CANOPY


FINISHEDGRADE

2' - 2"

#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.)

NAT

UR

AL G

RAD

E O

R E

NG

INEE

RED

FIL

L

4'-3

" MIN

. IN

TO

OPENING FOR120VAC(CENTER INFOOTING)

4"

1'-1"

PLAN

FREESTANDINGMENU (DESIGNVARIES)

THIS DETAIL IS FORREFERENCE ONLY.

SIGNAGE SUPPLIED ANDINSTALLED BY OTHERS

UNDER SEPARATE PERMIT

2'-1 3/4"

4 1/2" 6 3/8"

2 3/

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.)

NAT

UR

AL G

RAD

E O

R E

NG

INEE

RED

FIL

L

4'-3

" MIN

. IN

TO

FREESTANDINGPRE-MENU(DESIGN VARIES)




2' - 2"

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"

10'-0" 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

10' -

0"

A-1039

CLEARANCE BAR3/4" 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

INTO

NAT

UR

ALG

RAD

E O

REN

GIN

EER

EDFI

LL

#3 TIES TYP PLAN

DIRECTIONALPLATEOUTLINE

DIRECTIONALSIGN

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

1" CONDUITFOR 120VAC(CENTER INFOOTING)2'

-0" M

IN.

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"

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




FINISHGRADE

SIGN WITH BASE ANDPLATE COVER (BYSTARBUCKS)

CONCRETEFOOTING

1 1/

2"

A-1033




2' -

10"

5"

FINISHGRADE

CONCRETEFOOTING1

1/2"

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




FINISHGRADE

SIGN WITH BASE ANDPLATE COVER (BYSTARBUCKS)

CONCRETEFOOTING

A-1038




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"

NO

RACECURB

SLM.

0 5 71 3

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HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

C:\U

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.013

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SITE DETAILS

57348-001

07/03/14

GAR

LAN

D &

GAS

TON

7325

GA S

TON

AV E

.SU

ITE

1 00

DA L

LAS ,

TX

7521

4

22121

IVAN PEREZROSELLO


TEXAS

KATHY TRAVIS

07/03/14

A-103

13108.013

DAL

LAS

13057

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

Scale: 1/2" = 1'-0"8 FREE STANDING PRE MENU BOARDScale: 1/2" = 1'-0"4 ELEVATION OF CLEARANCE BAR

Scale: 1/2" = 1'-0"9 CLEARANCE BAR FOOTINGScale: 1/2" = 1'-0"10 DT ILLUM DIR. SIGN FOOTING

Scale: 1/2" = 1'-0"11 DT DIRECTIONAL ILLUM SIGNScale: 1/2" = 1'-0"12 DT DIRECTIONAL SIGN - EXIT

Scale: 1/2" = 1'-0"6 DTE - MENU 5 PANEL FREESTANDING

Scale: 3/4" = 1'-0"5 DTE - NON-ILLUMINATED BOLLARD

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

Scale: 1/2" = 1'-0"7 DTE - PRE-MENU FREESTANDING

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


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




42°

1' - 6" 1' - 6"

1' -

4"1'

- 4"

1' -

4"1'

- 4"

OPTIONALSEAM




5' - 0"

1' -

0"

3"

2' - 3" 2' - 3"

42°

2' -

0"2'

- 0"




1' - 6" 1' - 6"

OPTIONALSEAM

42°

1' -

4"1'

- 4"



UNDER SEPARATE PERMIT8' - 6"

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

3"3'

- 6"

3"

4' -

0"




NO

RACECURB

SLM.

0 5 71 3

R

TCETI

HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

C:\U

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.013

_GAR

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SITE DETAILS

57348-001

07/03/14

GAR

LAN

D &

GAS

TON

7325

GA S

TON

AV E

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ITE

1 00

DA L

LAS ,

TX

7521

4

22121

IVAN PEREZROSELLO


TEXAS

KATHY TRAVIS

07/03/14

A-104

13108.013

DAL

LAS

13057

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

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

DTE - WAYFINDINGGRAPHIC ARROW - DOUBLE

Scale: 1/2" = 1'-0"3

DTE - WAYFINDINGGRAPHIC ARROW - EXIT

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

DTE - WAYFINDINGGRAPHIC ARROW - SINGLE

Scale: 1/2" = 1'-0"5

DTE - WAYFINDING GRAPHIC - STARPATTERN - HORIZONTAL


EXISTING WALLS

GRADE BEAMS/ PIERS

NEW WALLS

C

D

B.2

B

A

1 2 3.2 4 5 6

3

DRIVE-THRU

BACKBAR

WORKROOM

WOMEN'SRESTROOM

MEN'SRESTROOM

VESTIBULE

SALES

SEATING

SEATING

7' - 4"

4' -

4 1/

2"

3 1/4"1' - 9"

11' - 3"

4"

9' - 4"10' - 7 1/2"

4' - 9 3/4"

6' - 1 1/4"

2' - 3"

1' - 0"

4' -

7"

14' - 10 3/4"

4' -

2 1/

4"

6' -

3 1/

4"

9' -

8 1/

4"11

' - 5

1/2

"

13' -

11"

16' -

7 3

/4"

20' -

1 3

/4"

24' -

3"

26' -

0 1

/4"

27' -

3 1

/2"

7' - 0"

26' -

0"

11' - 11"

V.I.F.45' - 6 1/4"

14' -

0"

23' -

0"

7' -

5"

2' - 5 1/2"

3' - 3 1/2"

9' -

5"

11' -

2"

3' -

6 1/

2"11' - 10 1/4"

11' - 5"

14' - 0"

18' - 1 1/4"

3 1/2"

2

5

1 21 2

1 2

2

2

2

2

2

2

2 4

2 42 4

22

2

33

6

7TYP.

88

8 8

8

8

9

10

DIMENSION FROMINSIDE CORNER OFEXISTING WALLS

DIMENSION FROMINSIDE CORNER OFEXISTING WALLS

NO

RACECURB

SLM.

0 5 71 3

R

TCETI

HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

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PENETRATION PLAN

57348-001

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TEXAS

KATHY TRAVIS

07/03/14

A-112

13108.013

DAL

LAS

13057

LEGEND:

GENERAL NOTES:A

B

KEYED NOTES:

C

D

E

F

1

2

3

GC TO VERIFY ALL DIMENSIONS AND NOTIFYSTARBUCKS CM OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION. ALL DIMENSIONS TO BE TAKENFROM DESIGNATED DATUM POINT.

GC TO VERIFY CONDITION AND CONSTRUCTION OFFOUNDATION PRIOR TO SAW-CUTTING/CORING.NOTIFY STARBUCKS CM AND ARCHITECTIMMEDIATELY WITH ANY DISCREPANCIES.

ALL DIMENSIONS SHOWN ARE FROM FINISH FACE TOFINISH FACE, UON.

DO NOT SCALE DRAWINGS.

GREASE TRAP TO BE SET PER JURISDICTIONALREQUIREMENTS. REFER TO PLUMBING SHEETS FORMORE INFORMATION.

ALL STUB-UP DIMENSIONS ARE RELATIVE TOFINISHED WALL LOCATIONS (SHOWN AS OUTLINESON THIS PLAN). REFER TO CONSTRUCTION PLANFOR WALL PLACEMENT.

FLOOR SINK. REFER TO PLUMBING SHEETS.

WASTE LINE PENETRATIONS. REFER TO PLUMBINGSHEETS.

STUB-UP PENETRATIONS. REFER TO ELECTRICALSHEETS.

FLOOR DRAIN. REFER TO PLUMBING SHEETS.

GC TO COORDINATE WITH SPECIFIC TRADES AND SITECONDITIONS TO DETERMINE LAYOUT OF TRENCHING.

GC TO VERIFY LOCATIONS AND SIZE OF EXISTINGGRADE BEAMS PRIOR TO TRENCHING AND / ORPENETRATING SLAB. NOTIFY ARCHITECT OF ANYCONFLICTS.

HOSE BIB PROVIDED BY LANDLORD AT 18" AFF.REFER TO PLUMBING SHEETS.

G

H

4

5

MOP SINK. REFER TO PLUMBING SHEETS.6

REFER TO PLUMBING SHEETS FOR SPECIFICATIONSOF PLUMBING FIXTURES AND SCHEDULES.

J

LEAVE-OUT TO ALLOW FOR A MINIMUM OF 6"CLEARANCE ON ALL SIDES OF PENETRATION.GC TO ADJUST AS NEEDED.

7

NPLAN

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

EXISTING LEAVE-OUTS BY LANDLORD.8

EXISTING GREASE TRAP BY LANDLORD.9

STUB-UP TERMINATION POINT. REFER TOELECTRICAL SHEETS.

10


EXISTING WALL

EXISTING COLUMN

NEW HEAVY GAUGE WALL

WALL TYPE INDICATOR.

DOOR TAG

XX

NEW FULL HEIGHT WALL

XXXXX

SYMBOL ITEM WEIGHT HEIGHT APPROX. WIDTH

A WORKROOM HAND SINK 125 LBS 3'-0" TO 3'-4" 2'-6" BEHIND SINK

B SHELVES ABOVE 3-COMP SINK 200 LBS 5'-8" TO 6'-0" 8'-0" CENTERED ABOVE 3-COMPSINK

CSHELVES AND DATA RACK ATMANAGER'S DESK

300 LBS 1/2" ACXPLYWOOD

7'-0" CENTERED ABOVEMANAGER'S DESK AND DATARACK

D RESTROOM GRAB BARS 250 LBS 2'-6" TO 3'-0" 5'-0" AROUND WC

E RESTROOM HAND SINK 200 LBS 3'-0" TO 3'-4" 2'-6" BEHIND SINK

FUPPER STORAGE (CUBBY)CABINETS AT BACKBAR 300 LBS 6'-1" TO 7'-10" EXTENT OF BACKBAR UPPER

CASEWORK

G DIAPER CHANGING STATION 300 LBS 4'-0" TO 6'-6" 2'-10" BEHIND TABLE

TYPE

1B/A-501

1A/A-501

1B/A-501

1B/A-501

1B/A-501

1C/A-501

1B/A-501

1A/A-501HDRIVE THRU COMMUNICATIONSEQUIPMENT 100 LBS 4'-0" TO 6'-6" 4'-0" BEHIND POS AND BARISTA

AT DRIVE THRU WINDOW

1C/A-501J RESTROOM PARTITION 300 LBS

VERIFY WITHPARTITIONINSTALLATIONINSTRUCTIONS

PARTITION CONNECTION ATWALLS

V.I.F

.16

' - 6

1/4

"V.

I.F.

3' -

6"V.

I.F.

8' -

10 1

/2"

V.I.F

.28

' - 1

0 3/

4"

V.I.F.36' - 0 1/2"

V.I.F.4' - 0"

V.I.F.4' - 0"

V.I.F.4' - 0"

V.I.F.4' - 0"

V.I.F.6' - 0"

V.I.F.4' - 0"

V.I.F.62' - 0 1/2"

V.I.F

.4'

- 0"

V.I.F

.7'

- 6"

V.I.F

.6'

- 0

3/4"

V.I.F

.8'

- 0"

C

V.I.F

.28

' - 1

0 3/

4"

D

B.2

B

A

1 2 3.2 4 5 6

3

I-4011

EQEQ

EQEQ

2' - 6"

EQEQ

EQEQ

EQEQ 1' - 11"6' - 0"6' - 0"1' - 11" EQEQ

7' - 0 3/4"

4' -

1"

DRIVE-THRU

BACKBAR WORKROOM

WOMEN'SRESTROOM

MEN'SRESTROOM

VESTIBULE

SALES

SEATING

SEATING

13 1

23

3

3

4

1

5

5

5

6

7

7

7

8 910101010

11

12 12 1214

D x0901

D 10190

D 10190

D x0900

D 10086

A

B

C

D

D

E

E

F

G

J

G

J

H

1 8

1 8

2

2

2

2

3

4

5

6

TYP.

7

7

7

9

1

1

1

9

10

9' -

11 1

/2"

8' -

8 1/

4"

8' -

11 1

/4"

9' - 0 1/4"7' - 9 1/4"

7 3/4"

3' -

9 3/

4"H

OL D

3' -

0"5'

- 7

1/2"

11' -

6"

3' -

3 1/

2"3'

- 0

1/2"

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

1' - 0"15' - 10 1/4"

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

1' - 0"

V.I.F.22' - 2"

V.I.F.14' - 0"

V.I.F.8' - 0 1/2"

V.I.F.3' - 7 3/4"

V.I.F.14' - 2"

V.I.F

.29

' - 6

1/2

"

V.I.F.17' - 6"

V.I.F

.3

3/4"

V.I.F

.28

' - 7

1/4

"V.

I.F.

7 3/

4"

V.I.F

.4'

- 0"

5' - 1 1/4"

5' - 5" 7' - 4"

3

13

NO

RACECURB

SLM.

0 5 71 3

R

TCETI

HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

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FLOOR PLAN

57348-001

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22121

IVAN PEREZROSELLO


TEXAS

KATHY TRAVIS

07/03/14

A-120

13108.013

DAL

LAS

13057

KEYED NOTES:1

VERIFY SPECIFIED DOOR(S) WILL ACCEPT FALCONLOCK CORE(S). FALCON LOCK CORE SUPPLY IS BYSTARBUCKS. COORDINATE ORDER AND DELIVERYFROM LOCKNET (800.887.4307), PROVIDING MINIMUMSCHEDULING NOTICE OF 4WKS. FALCON LOCK CORE(S) FINISH TO MATCH LOCKSET FINISH. FALCON LOCKCORE(S) TO BE INSTALLED ON THE DAY OFTURNOVER.

2

VERIFY ALL EXISTING DOORS, HARDWARE ANDFRAMES MEET STARBUCKS AND/OR CODEREQUIREMENTS.

3

4

ALL DOORS TO PROVIDE 32" MIN. CLEAR OPENINGWHEN OPENED TO 90 DEGREE POSITION, UON.

C

5

5/8 " TILE BACKER BOARD ON BACKBAR/RESTROOMWETSIDE WALLS.

6

EXISTING COLUMN. GC TO VERIFY SIZE ANDLOCATION IN FIELD. GC TO NOTIFY ARCHITECT ANDSTARBUCKS CM IF ANY DISCREPANCIES.

GC TO VERIFY ALL DIMENSIONS AND NOTIFYSTARBUCKS CM OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROMDESIGNATED DATUM POINT.

A

B ALL DIMENSIONS ARE FROM FINISH FACE, UON.

WALL BLOCKING KEY

REF. A-601 & A-602 FOR DOOR & WINDOWTYPES, DETAILS AND SCHEDULES.

GENERAL NOTES:

WALL LEGEND KEY:

LOCATION OF CENTRAL SWITCHING BANK. REFER TOELECTRICAL SHEETS.

RECEPTACLES AT SEATING AT 18" AFF AND 6'-0" ONCENTER. COORDINATE WITH STARBUCKS CM.REFER TO ELECTRICAL SHEETS.

D

E

F

ELECTRICAL PANELS. REFER TO ELECTRICALSHEETS

G DO NOT SCALE DRAWINGS

IF EXISTING EXTERIOR ENTRANCE THRESHOLDEXCEEDS REQUIRED MAXIMUM HEIGHT OF 1/2",REMOVE AND REPLACE WITH ACCESSIBLETHRESHOLD. CHANGES IN LEVEL BETWEEN 1/4" HIGHMINIMUM & 1/2" HIGH MAXIMUM SHALL BE BEVELEDWITH A SLOPE NOT STEEPER THAN 1:2.

LEED:

7 EXISTING STOREFRONT

8EXISTING DOOR WITH NEW LOCKS AND VARIOUSHARDWARE COMPONENTS. COORDINATE FINAL LISTOF ITEMS WITH STARBUCKS CM.

H REFER TO A-501 FOR WALL TYPES


9 MOTION SENSOR / LIGHT SWITCH AT RESTROOMS.REFER TO ELECTRICAL SHEETS.

NPLAN

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

10 FLOOR RECEPTACLES BELOW COMMUNITY TABLE.COORDINATE WITH STARBUCKS CM. REFER TOELECTRICAL SHEETS.


MERC

H UN

ITS

BELO

W

BACKBAR

DRIVE-THRU

SALESWOMEN'S

RESTROOMMEN'S

RESTROOMVESTIBULE

WORKROOM

SEATING

SEATING

10' - 0" AFF

10' - 0" AFF9' - 0" AFF 10' - 0" AFF

9' - 0" AFF9' - 0" AFF9' - 0" AFF

1' -

6"

1' - 6"

1' -

6"

1' - 6"

EQEQ

1' - 6"

1' -

6"

1' -

6"

1' - 6"

OPEN TO DECK

OPEN TO DECK OPEN TO DECK

FRONTBAR FURR-DOWN8' - 6" AFF

HEADER

3A-503

P543-SG U 10517 P533-SG U 11302

U 10517

P533-ES

P554-SGP554-SGP533-ESP533-ESP533-ES P533-ES

OPEN TOABOVE

E x1399

S

S

VT CEILING

VT CEILINGGWB CEILING GWB CEILING VT CEILING

GWB CEILINGGWB CEILINGGWB CEILINGGWB HEADER

F 12629 (10)TYP.6

1

1 133 4

4

4

2

2

8

8

8

5

9 10

11

11

12

13

13

13

14

7

TYP.

7

TYP.

15TYP.

HEADER6'-8" AFF

5"7 1/4"

2' -

2 1/

4"

NO

RACECURB

SLM.

0 5 71 3

R

TCETI

HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

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REFLECTED CEILINGPLAN

57348-001

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22121

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TEXAS

KATHY TRAVIS

07/03/14

A-121

13108.013

DAL

LAS

13057

GENERAL NOTES:

KEYED NOTES:

A REFER TO I-601 FOR SCHEDULES.

B

C IF REQUIRED BY LOCAL CODE, GC TO PROVIDESEMI-RECESSED SPRINKLER HEADS WITHPOLISHED CHROME ESCUTCHEONS CENTERED INACOUSTIC CEILING TILE. IF PENDANT HEADS AREREQUIRED IN GYPSUM SOFFIT OVER FRONTBAR,CONCEAL SUPPLY PIPING WITHIN SOFFIT. GC TOSUBMIT SPRINKLER LAYOUT TO STARBUCKS'CONSTRUCTION MANAGER FOR APPROVAL PRIORTO INSTALLATION.

D

GC TO PROVIDE AND LOCATE SPRINKLERS PERLOCAL JURISDICTION. FIRE SUPPRESSION DESIGN TOBE PERMITTED BY GC UNDER SEPARATE PERMIT.

E

F

PAINT SUBSTITUTIONS ARE NOT ALLOWED. USESTARBUCKS NATIONAL ACCOUNT "COLOR CODE"WHEN ORDERING PAINTS. REFER TO I-601 FORPAINT SCHEDULE.

DIMENSION TO CENTERLINE OF DIFFUSERS/VENTSOR RETURNS, UON.

1 WHERE ACOUSTICAL CEILING MEETS WALL,PROVIDE ANGLE WALL MOLDING, AND MATCHCEILING GRID COLOR WHEN APPLICABLE.

2

4

REFER TO WALL FINISH SCHEDULES FOR PAINTSPECIFICATIONS.

PAINT ALL HVAC DUCTS, HVAC DIFFUSERS,RECESSED SPEAKERS & LIGHT TRIM RINGS THESAME COLOR AS CEILING OR SOFFIT, UON. TYPICALTHROUGH OUT RETAIL PORTION OF STORE.

ALL PAINTED SURFACES TO RECEIVE MIN. ONE COATPRIMER - SEE PAINT SCHEDULE FORSPECIFICATIONS.

ALL PAINT DESIGNATIONS TO EXTEND AROUNDOUTSIDE CORNERS, UON.


GWB SOFFIT AS INDICATED AT BACKBAR, PROVIDESMOOTH, FINISH READY SURFACE.

NEW MENU BOARDS AT BACKBAR UPPER CUBBIES.

PROVIDE GROMMET AT ALL CEILINGPENETRATIONS FOR FIXTURES/ SUPPORTS.

HEATING, VENTILATION, AND AIR CONDITIONING(HVAC) SHOWN FOR DESIGN INTENT ONLY. REFER TOMECHANICAL SHEETS.

COORDINATE DUCT LOCATION AND DIFFUSER SIZEWITH MECHANICAL SHEETS.

ARMSTRONG CEILING TILES PER STARBUCKSSPECIFICATIONS. CALL TO VERIFY NUMBERSMATCH THE COLORS CALLED OUT. CONTACTPHYLLIS MILLER (800) 442-4212.

DIFFUSERS/RETURNS AT FACE OF CEILING

RESTROOM EXHAUST FAN.

5

6

7

8

G

H

K

L

3

LEAVE (10) ADDITIONAL RETAIL CEILING TILES TOMATCH RETAIL CEILING PAINT COLOR ABOVE THEWORKROOM CEILING AT MANAGER'S DESK FORFUTURE USE.

FOR LIGHTING INFORMATION REFER TO A-122M

LEED:

WALL MOUNTED THERMOSTAT FOR A/C UNIT AT 48"AFF. REFER TO MECHANICAL SHEETS.9

MULTIPLE THERMOSTATS SHALL BE STACKED IN AVERTICAL CONFIGURATION WITH A MINIMUM OF 8"CLEARANCE BELOW EACH THERMOSTAT. REFER TOMECHANICAL SHEETS.

10

REMOTE TEMPERATURE SENSOR AT 60" AFF.REFER TO MECHANICAL SHEETS.11

WINDOW SHADES AT STOREFRONT

REFER TO DESIGN SPECIFICATIONSAND MECHANICAL SHEET(S) FORLEED COMPLIANCE INFORMATION.

APPROXIMATE VICINITY FOR SECURITY CAMERASTO BE LOCATED. GC TO COORDINATE WITHSTARBUCKS CONSTRUCTION MANAGER ANDSECURITY VENDOR FOR EXACT LOCATION OFTHE CAMERAS.

13

GC SHALL PROVIDE A 4" DIAMETER, SCHEDULE 40PVC PIPE SECTION, 3'-0" LONG WITH A PVC CAPADHERED ON ONE END AND A PVC CAP LOOSEFIT ON THE OTHER END FOR THE PURPOSE OFSTORING THE CONSTRUCTION SET AFTERCONSTRUCTION. GC SHALL COORDINATESTORAGE LOCATION OF FINAL CONSTRUCTIONDOCUMENTS WITH STARBUCKS CONSTRUCTIONMANAGER.

12

NPLAN

14 APPROXIMATE VICINITY FOR WIFI ACCESS POINT.REFER TO ELECTRICAL SHEETS.

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

15EXPOSED DUCTWORK; PAINT WITH P533-ES TOMATCH CEILING. REFER TO MECHANICALSHEETS.


EQEQ

1' -

0"

1' - 0"

EQEQ

1' -

0"

EQEQ

2' -

9"

3' - 0"

EQEQ

EQEQ

EQEQ

EQEQ

2' -

4 5/

8"3'

- 6"

2' -

4 5/

8"

EQEQ

EQEQ

EQEQ

1' -

9 1/

2"

EQEQ

2' -

8 1/

2"3'

- 6"

2' -

8 3/

4"

MERC

H UN

ITS

BELO

W

TYP.6' - 0"

TYP.

7' -

6"

3' -

0"

BACKBAR

DRIVE-THRU

SALES WOMEN'SRESTROOM

MEN'SRESTROOMVESTIBULE

WORKROOM

SEATING

SEATING

10' - 0" AFF

10' - 0" AFF9' - 0" AFF 10' - 0" AFF

9' - 0" AFF9' - 0" AFF9' - 0" AFF

OPEN TO DECK

OPEN TO DECK OPEN TO DECK

FRONTBAR FURR-DOWN8' - 6" AFF

HEADER

2' -

7 1/

2"3'

- 6"

2' -

7 1/

4"

EQEQ

3' - 0"

OPEN TOABOVE

NL

NL

NL

S

S

1

TYP.2

TYP.

2

TYP.

2

TYP.

2

TYP.

A 10017

A 10017

A 10017

A 10017

16

16

15

16

3

TYP.

4

TYP.

5TYP.

6

TYP.

8

8

8

88

7 7

8

8

9

9

9

10

10

10

10

10

11

11

1117

17

11

1313

14TYP.

12

12

12

181818

EQEQ

TYP .

7' -

6"

7' - 6" AFF

NO

RACECURB

SLM.

0 5 71 3

R

TCETI

HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

C:\U

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LIGHTING PLAN

57348-001

07/03/14

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22121

IVAN PEREZROSELLO


TEXAS

KATHY TRAVIS

07/03/14

A-122

13108.013

DAL

LAS

13057

GENERAL NOTES:

KEYED NOTES:

A

B

C

IF REQUIRED BY LOCAL CODE, GC TO PROVIDE SEMI-RECESSED SPRINKLER HEADS WITH POLISHEDCHROME ESCUTCHEONS CENTERED IN ACOUSTICCEILING TILE. IF PENDANT HEADS ARE REQUIRED INGYPSUM SOFFIT OVER FRONTBAR, CONCEAL SUPPLYPIPING WITHIN SOFFIT. GC TO SUBMIT SPRINKLERLAYOUT TO STARBUCKS' CONSTRUCTION MANAGERFOR APPROVAL PRIOR TO INSTALLATION.

D

E

F

DIMENSION TO CENTERLINE OF LIGHT FIXTURES,UON.

1

2

4


PROVIDE GROMMET AT ALL CEILINGPENETRATIONS FOR FIXTURES/ SUPPORTS.

HEATING, VENTILATION, AND AIR CONDITIONING(HVAC) SHOWN FOR DESIGN INTENT ONLY. REFERTO MECHANICAL SHEETS.

5

6

7

8

3

2 x 4 LIGHT FIXTURE. REFER TO ELECTRICALSHEETS.

RECESSED DOWN LIGHT. REFER TO ELECTRICALSHEETS.

PENDANT LIGHTS SUSPENDED AT 8'-0" AFF TOBOTTOM OF FIXTURE AND CENTERED ONSTOREFRONT. REFER TO ELECTRICAL SHEETS.

DECORATIVE PENDANT DRUM LIGHTS SUSPENDED AT6'-8" AFF TO BOTTOM OF FIXTURE. REFER TOELECTRICAL SHEETS.

SCONCE LIGHTS MOUNTED AT 8'-0" AFF TO BOTTOMOF FIXTURE. REFER TO ELECTRICAL SHEETS.

TRACK LIGHTS MOUNTED TO CEILING. REFER TOELECTRICAL SHEETS.

TRACK LIGHTS SUSPENDED AT 10'-0" AFF. REFER TOELECTRICAL SHEETS.

LEED:REFER TO DESIGN SPECIFICATIONSAND ELECTRICAL SHEET(S) FORLEED COMPLIANCE INFORMATION.

PROVIDE 4-SQUARE JUNCTION BOX FOR "SECURITYJ-BOX." REFER TO ELECTRICAL SHEETS.9

HORIZONTAL RECEPTACLE MOUNTED 6" TO CENTERABOVE STOREFRONT

10

GC TO PROVIDE AND LOCATE SPRINKLERS PERLOCAL JURISDICTION. FIRE SUPPRESSION DESIGN TOBE PERMITTED BY GC UNDER SEPARATE PERMIT.

CENTER EXIT SIGNS / EMERGENCY LIGHT ABOVEDOORS, UON.11

PROVIDE JUNCTION BOX FOR EXTERIOR BUILDINGMOUNTED SIGNAGE. COORDINATE WITH SIGNVENDOR. REFER TO ELECTRICAL SHEETS.

12

G ALL LIGHT FIXTURE LAMPS ABOVE THE BACKBARAND FRONTBAR TO BE SHATTERPROOF.

H LIGHT FIXTURES IDENTIFIED WITH 'NL' TO BE ON A 24HOUR DAY LOCK-ON CIRCUIT.

K LIGHT FIXTURES IN ACT TO BE CENTERED IN TILE,UON.

13 DRIVE THRU SCONCES AT 6'-8" AFF TO BOTTOM OFFIXTURE

14 EXISTING BUILDING MOUNTED LIGHT FIXTURES

15

L REFER TO ELECTRICAL SHEETS FOR SPECIFICATIONSAND SCHEDULES.

NPLAN

EXTERIOR SPEAKER MOUNTED AT 9'-0" AFF

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

16 INTERIOR SPEAKERS MOUNTED AT 15'-0" AFF

CAFE PENDANT LIGHTS SUSPENDED AT 12'-0" AFF TOBOTTOM OF FIXTURE. REFER TO ELECTRICALSHEETS.

17 RESTROOM SCONCES MOUNTED AT 6'-8". REFER TOELECTRICAL SHEETS.

18 DT ARTWORK SCONCES MOUNTED AT 9'-0" AFF.REFER TO ELECTRICAL SHEETS.


B.O. FINISH FLOOR0"

T.O. LOWERPARAPET

22' - 0"

T.O. FRONTPARAPET

24' - 0"

T.O. TOWER27' - 0 3/4"

T.O. STOREFRONT10' - 0"

EQ EQ

19' -

2"

14' -

10"

S 13182

S 14099

EQ EQ EQ EQ

TO B

.O. F

IXTU

RE

6' -

8" T

YP.

2 3

2 3

410

47

8

11

99

5 5

9' -

0"

F x0306 F x0307 F x030813 1313

141414

6' -

8"

5' - 6" 5' - 6"

2

ALIGN

16

B.O. FINISH FLOOR0"

T.O. FRONTPARAPET

24' - 0"

T.O. TOWER27' - 0 3/4"


BUIL

DIN

G B

EYO

ND

EQ EQ

14' -

10"

19' -

2"

100

S 13182

S 14099

12 999

5 5

9

1111

1

615

7

8 TYP.

2 3

2 3

4

S 113852 16

NO

RACECURB

SLM.

0 5 71 3

R

TCETI

HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

\\192

.168

.16.

64\d

ls\S

BUX\

PRO

JEC

TS\R

NA\

1310

8\13

108.

013_

Gar

land

& G

asto

n - D

alla

s, T

X\D

raw

ings

\Wor

k in

Pro

gres

s\13

108.

013_

GAR

LAN

D &

GAT

SON

_A_2

013_

CEN

TRAL

.rvt

EXTERIORELEVATIONS

57348-001

07/03/14

GAR

LAN

D &

GAS

TON

7325

GA S

TON

AV E

.SU

ITE

1 00

DA L

LAS ,

TX

7521

4

22121

IVAN PEREZROSELLO


TEXAS

KATHY TRAVIS

07/03/14

A-201

13108.013

DAL

LAS

13057

GENERAL NOTES:

KEYED NOTES:


B STARBUCKS CONTRACTS DIRECTLY WITH SIGNVENDOR TO PERMIT, SUPPLY AND INSTALL SIGNAGE.SIGN VENDOR TO VERIFY COMPLIANCE WITH LOCALCODES AND OBTAIN PERMITS AND LANDLORDAPPROVAL.

C

1 PROVIDE 3" HIGH BLACK ACRYLIC STORE ADDRESSON GLAZING.

2

3

GC TO COORDINATE WITH ELECTRICAL SUB-CONTRACTOR TO FURNISH AND INSTALL ELECTRICALCIRCUIT INCLUDING ALL CONDUIT, WIRE,CONNECTIONS, AND BREAKER AT PANELBOARD,NECESSARY TO SERVE SIGNAGE.

SIGN VENDOR TO SUPPLY SHOP DRAWINGS TOSTARBUCKS CM AND TO THE GC AS NEEDED.NOTIFY STARBUCKS CM IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCYWITH DESIGN INTENT.

D DO NOT SCALE DRAWINGS.

E GC TO COORDINATE AND SCHEDULE SIGNAGEINSTALLATION WITH THE SIGN VENDOR PROVIDINGA MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1WEEK PRIOR TO SCHEDULED DATE OFINSTALLATION. STARBUCKS TO PROVIDE GC WITHSIGN VENDOR CONTACT INFORMATION.

F GC TO PROVIDE FIRE TREATED WOOD/METAL STUDBLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE.COORDINATE WITH SIGN VENDOR.

G GC TO CLEAN, PATCH, AND REPAIR EXISTINGEXTERIOR AS REQUIRED.

BUILDING MOUNTED SIGN. GC TO PROVIDEBLOCKING AS NEEDED. COORDINATE WITH SIGNVENDOR. REFER TO ELECTRICAL SHEETS.

4 NEW DT SCONCES BY LANLDORD.

5

6 EXISTING DOOR


8 HOSE BIB BY LANDLORD. REFER TO PLUMBINGSHEETS.

9 EXISTING BUILDING MOUNTED LIGHT FIXTURES.

10

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

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

EXISTING CANOPY.

EXISTING DT WINDOW

11 EXISTING RAILING

12 MUSIC SPEAKER

13 ARTWORK

14 CUSTOM ARTWORK SCONCES

15 EXISTING STOREFRONT DOOR BY LANDLORDPERMANENTLY CLOSED WITH DUMMY PLATES OVERHARDWARE LOCATIONS.


16 STARBUCKS WORDMARK MOUNTED TO FRONT EDGEON TOP OF CANOPY

B.O. FINISH FLOOR0"

T.O. LOWERPARAPET

22' - 0"

T.O. TOWER27' - 0 3/4"

BUIL

DIN

G B

EYO

ND

12

4

7

3

5

B.O. FINISH FLOOR0"

T.O. LOWERPARAPET

22' - 0"

T.O. FRONTPARAPET

24' - 0"


BUIL

DIN

G B

EYO

ND

19' -

2"

14' -

10"

S 13182

S 14099

10

8 8 8

69

11

1 2

1 2

NO

RACECURB

SLM.

0 5 71 3

R

TCETI

HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

C:\U

sers

\hha

rris\

Doc

umen

ts\1

3108

.013

_GAR

LAN

D &

GAT

SON

_A_2

013_

CEN

TRAL

_hha

rris.

rvt

EXTERIORELEVATIONS

57348-001

07/03/14

GAR

LAN

D &

GAS

TON

7325

GA S

TON

AV E

.SU

ITE

1 00

DA L

LAS ,

TX

7521

4

22121

IVAN PEREZROSELLO


TEXAS

KATHY TRAVIS

07/03/14

A-202

13108.013

DAL

LAS

13057

GENERAL NOTES:

KEYED NOTES:


B STARBUCKS CONTRACTS DIRECTLY WITH SIGNVENDOR TO PERMIT, SUPPLY AND INSTALL SIGNAGE.SIGN VENDOR TO VERIFY COMPLIANCE WITH LOCALCODES AND OBTAIN PERMITS AND LANDLORDAPPROVAL.

C SIGN VENDOR TO SUPPLY SHOP DRAWINGS TOSTARBUCKS CM AND TO THE GC AS NEEDED.NOTIFY STARBUCKS CM IMMEDIATELY IF SHOPDRAWINGS OR INSTALLATION IS IN DISCREPANCYWITH DESIGN INTENT.

D DO NOT SCALE DRAWINGS.

E GC TO COORDINATE AND SCHEDULE SIGNAGEINSTALLATION WITH THE SIGN VENDOR PROVIDINGA MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1WEEK PRIOR TO SCHEDULED DATE OFINSTALLATION. STARBUCKS TO PROVIDE GC WITHSIGN VENDOR CONTACT INFORMATION.

F GC TO PROVIDE FIRE TREATED WOOD/METAL STUDBLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE.COORDINATE WITH SIGN VENDOR.

G GC TO CLEAN, PATCH, AND REPAIR EXISTINGEXTERIOR AS REQUIRED.

EXISTING SCUPPER.

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

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

1

2

GC TO COORDINATE WITH ELECTRICAL SUB-CONTRACTOR TO FURNISH AND INSTALL ELECTRICALCIRCUIT INCLUDING ALL CONDUIT, WIRE,CONNECTIONS, AND BREAKER AT PANELBOARD,NECESSARY TO SERVE SIGNAGE.

BUILDING MOUNTED SIGN. GC TO PROVIDEBLOCKING AS NEEDED. COORDINATE WITH SIGNVENDOR. REFER TO ELECTRICAL SHEETS.

3

4

5


7

8 EXISTING BUILDING MOUNTED LIGHT FIXTURES.

9

EXISTING CANOPY.

EXISTING RAILING

EXISTING DOOR

EXISTING AWNING AND WALL PACK.

10 BIKE RACK BY LANDLORD.

11 MUSIC SPEAKER

12 NEW DT SCONCES BY LANDLORD. REVISION SCHEDULEREV DATE BY DESCRIPTION

TYPE A TYPE B CTYPE

8" MIN.DEEPER IFREQUIRED.

MIN. 18 GA. MTLSTUDS FACINGOPPOSITEDIRECTIONS TOALLOW MOUNTINGPLATE ATTACHMENT

REF

ER T

O T

YPIC

ALM

OU

NTI

NG

HEI

GH

TS

14 GA. STL RUNNERTRACK-CLIP FLANGESAND FOLD WEB TOFORM ATTACHMENTFLANGE

REF

ER T

O T

YPIC

ALM

OU

NTI

NG

HEI

GH

TS

MTL. WALLSTUDS

3 5/8" MIN.DEEPER IFREQUIRED

18 GA. MTL.RUNNER TRACK-CLIP FLANGES TOFIT OVER STUDS

REF

ER T

O T

YPIC

ALM

OU

NTI

NG

HEI

GH

TS

CONT. 20 GA. 4"WIDE MTL BACK-UP PLATE

METAL STUDS (PER WALLTYPE) @ 16" O.C. TOUNDERSIDE OF STRUCTURE ORTO UNDERSIDE OF EXISTINGSOFFIT OR CEILING. METALSTUDS TO MEET ICC ESR-3027OR EQUAL.

SECTION @ FLOOR

FASTEN STUD RUNNER TOFLOOR WITH HILTI NKFASTENERS, 1-1/8"MINIMUM PENETRATION @32" O.C., MAXIMUM.ICC ESR-3027

EXISTINGCONCRETE SLAB

20ga. 3-5/8" MTL STUD BRACING@ 48" O.C. ATTACH TOPARTITION FRAMING WITH 3/8"PAN HEAD TYPE 'S' SCREWS.45 DEGREE LATERAL TOSTRUCTURE . DO NOTATTACH TO ROOF DECK.

CEILING ASSPECIFIED ON A3.0

5/8" GWB TYPE 'X', BOTHSIDES, UON, TO MINIMUM OF6" ABOVE CEILING. TYPE 'S'DRY-WALL SCREW @ 8" O.C.TO VERTICAL EDGES & 12"O.C. TO INTERMEDIATESTUDS. STAGGER JOINTS24" O.C., EACH SIDE.

SECTION @ CEILING

6"

2"

EXISTINGROOF STRUCTURE

SECTION @ FLOOR SECTION @CEILING

METAL STUDS (PER WALLTYPE) @ 16" O.C TO MINIMUMOF 6" ABOVE SUSPENDEDCEILING OR TO UNDERSIDE OFEXISTING SOFFIT OR CEILING.METAL STUDS TO MEETICC ESR-3027 OR EQUAL.

FASTEN STUD RUNNER TOFLOOR WITH HILTI NKFASTENERS, 1-1/8" MINIMUMPENETRATION AT 32" O.C.,MAXIMUM. ICC ESR-3027

EXISTINGCONCRETE SLAB

EXISTINGROOF STRUCTURE

20ga. 3-5/8" MTL STUD BRACING @48" O.C. ATTACH TO PARTITIONFRAMING WITH 3/8" PAN HEAD TYPE'S' SCREWS. 45 DEGREE LATERALBRACING TO STRUCTURE,ALTERNATE SIDES. DO NOTATTACH TO ROOF DECK.

CEILING AS NOTED ON RCP

5/8" GWB TYPE 'X', BOTHSIDES, UON, TO MINIMUM OF6" ABOVE CEILING. TYPE 'S'DRYWALL SCREWS @ 8" O.C.TO VERTICAL EDGES & 12"O.C. TO INTERMEDIATESTUDS. STAGGER JOINTS24" O.C., EACH SIDE.

6"

2"

BACKBAR TILE @ EXPOSEDWALL SURFACE BETWEENBASE OF STORAGE CUBBYAND TOP OF BACKSPLASH

SOLID SURFACE COUNTERTOPW/ INTEGRAL BACKSPLASH

2'-10" A.F.F.(BACKBAR COUNTERTOP)

ADJUSTABLE LEGS

ELECTRICAL OUTLET

TILE BACKER BOARDSUBSTRATE BY G.C.

2' -

10"

4' -

6 3/

4"

2' -

2"3'

- 3"

MENU BOARDHEIGHT ADJUSTABLE

5 6

2

4

1

3

TILE BASE

1'-7" AFF (CW SUPPLY)

NOTES1

1'-6" AFF (CWF SUPPLY)2

1'-5" AFF (HW SUPPLY)3

VARIES: 1/4" PER FT. FALL (ABS 2" WASTE LINE)4

45 LBS DEAD LOAD FOR LIQUID STORAGE OVERAND ABOVE THE CASEWORK ITSELF.

5

A LIVE LOAD OF A PARTNER EITHER PULLINGAND OR CLIMBING ON THE CASEWORK

6

I-5021

1

2

3

NEW FURR OUT PLUMBING WALLTO 6" ABOVE CEILING

5

6 5/

8"

20 GA. 6" MTL STUDS 16"O.C. WITH 5/8"GWB ON ONESIDE TO MIN. 6" ABOVE CEILING. SECURE GWB TOSTUDS WITH DRYWALL SCREWS @ 10"O.C. ATPANEL EDGES AND 12"O.C. AT INTERMEDIATESUPPORTS.

7

8

NEW PARTITION WALL TO 6" ABOVECEILING WITH TILE BACKER BOARDONE SIDE20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" TYPE'X' GWB ON ONE SIDE, AND TILE BACKER BOARDON RESTROOM/BACKBAR SIDE, TO MIN. 6" ABOVECEILING. DRYWALL SCREWS @ 12"O.C. INSTALL45 DEGREE MTL STUD BRACING @ 48"O.C. ABOVECEILING LINE TO STRUCTURE ABOVE.

4 7/

8"

9

NEW PLUMBING WALL TO 6" ABOVECEILING WITH TILE BACKER BOARDONE SIDE

7 1/

4"20 GA. 6" MTL STUDS 16" O.C. WITH 5/8" TILEBACKER BOARD ON RESTROOM/BACKBAR SIDE,AND 5/8" GWB ON OTHER SIDE TO MIN. 6" ABOVECEILING. SECURE TO STUDS WITH DRYWALLSCREWS @ 10"O.C. AT PANEL EDGES AND 12"O.C.AT INTERMEDIATE SUPPORTS.

NEW PARTITION WALL TO DECK

20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" GWBON BOTH SIDES TO DECK. SECURE GWB TOSTUDS WITH DRYWALL SCREWS @ 12"O.C.INSTALL 45 DEGREE MTL STUD BRACING @48"O.C. ABOVE CEILING LINE TO STRUCTUREABOVE.

4 7/

8"

NEW CHASE WALL TO DECK

20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" GWBON ONE SIDE TO DECK. SECURE TO STUDS WITHDRYWALL SCREWS @ 10"O.C. AT PANEL EDGESAND 12"O.C. AT INTERMEDIATE SUPPORTS.

4 1/

4"

NEW PARTITION WALL TO 6" ABOVECEILING WITH TILE BACKER BOARDBOTH SIDES20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" TILEBACKER BOARD ON BOTH SIDES, TO MIN. 6" ABOVECEILING. DRYWALL SCREWS @ 10" O.C. AT PANELEDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS.INSTALL 45 DEGREE MTL STUD BRACING @ 48"O.C.ABOVE CEILING LINE TO STRUCTURE ABOVE.

4 7/

8"

NEW HEAVY GAUGE PLUMBINGWALL TO 6" ABOVE CEILING WITHTILE BACKER BOARD ONE SIDEDOUBLE 20 GA. 6" MTL STUDS 8"O.C. WITH 5/8" TILEBACKER BOARD ON RESTROOM/BACKBAR SIDE,AND 5/8" GWB ON OTHER SIDE TO MIN. 6" ABOVECEILING. SECURE TO STUDS WITH DRYWALLSCREWS @ 12"O.C. 45 DEGREE MTL STUDBRACING @ 48"O.C. ABOVE CEILING LINE TOSTRUCTURE ABOVE.

7 1/

4"

11 EXISTING 1 HR RATED DEMISING WALL

NEW FURRED WALL TO 6" ABOVECEILING20 GA. 1 1/2" MTL HAT CHANNELS 16"O.C. WITH 5/8"GWB ON ONE SIDE TO 6" ABOVE CEILING. DRYWALLSCREWS AT 12"O.C.

12 2 3/

8"

WALL TYPES

EXISTING WALL

EXISTING WALL

4 NEW PARTITION WALL TO DECKWITH TILE BACKER BOARD ONESIDE20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" TYPE 'X'GWB ON ONE SIDE, AND TILE BACKER BOARD ONRESTROOM/BACKBAR SIDE, TO MIN. 6" ABOVECEILING. SECURE GWB TO STUDS WITH DRYWALLSCREWS @ 12"O.C. INSTALL 45 DEGREE MTL STUDBRACING @ 48"O.C. ABOVE CEILING LINE TOSTRUCTURE ABOVE.

4 7/

8"

6 NEW CHASE WALL TO 6" ABOVECEILING WITH TILE BACKER BOARDONE SIDE

20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" TILEBACKER BOARD ON ONE SIDE TO MIN. 6" ABOVECEILING. SECURE TO STUDS WITH DRYWALLSCREWS @ 10"O.C. AT PANEL EDGES AND 12"O.C.AT INTERMEDIATE SUPPORTS.

4 1/

4"

10 NEW FURR-OUT WALL TO DECK

20 GA. 2 1/2" MTL STUDS 16" O.C. WITH 5/8" GWB ONONE SIDE TO DECK. SECURE TO STUDS WITHDRYWALL SCREWS @ 10"O.C. AT PANEL EDGESAND 12"O.C. AT INTERMEDIATE SUPPORTS.

3 1/

8"

13 NEW PLUMBING WALL TO DECKWITH TILE BACKER BOARD ONESIDE

7 1/

4"20 GA. 6" MTL STUDS 16" O.C. WITH 5/8" TILE BACKERBOARD ON RESTROOM/BACKBAR SIDE TO MIN. 6"ABOVE CEILING, AND 5/8" GWB ON OTHER SIDE TODECK. SECURE TO STUDS WITH DRYWALL SCREWS@ 10"O.C. AT PANEL EDGES AND 12"O.C. ATINTERMEDIATE SUPPORTS.

14 NEW HEAVY GAUGE PLUMBINGWALL TO 6" ABOVE CEILING WITHGWB ONE SIDEDOUBLE 20 GA. 6" MTL STUDS 8"O.C. WITH 5/8"GWB ON ONE SIDE TO MIN. 6" ABOVE CEILING.SECURE TO STUDS WITH DRYWALL SCREWS @12"O.C. 45 DEGREE MTL STUD BRACING @ 48"O.C.ABOVE CEILING LINE TO STRUCTURE ABOVE.

6 5/

8"

NO

RACECURB

SLM.

0 5 71 3

R

TCETI

HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

C:\U

sers

\hha

rris\

Doc

umen

ts\1

3108

.013

_GAR

LAN

D &

GAT

SON

_A_2

013_

CEN

TRAL

_hha

rris.

rvt

CONSTRUCTIONDETAILS

57348-001

07/03/14

GAR

LAN

D &

GAS

TON

7325

GA S

TON

AV E

.SU

ITE

1 00

DA L

LAS ,

TX

7521

4

22121

IVAN PEREZROSELLO


TEXAS

KATHY TRAVIS

07/03/14

A-501

13108.013

DAL

LAS

13057

Scale: 1/4" = 1'-0"1 BLOCKING DETAIL

Scale: 1" = 1'-0"2 NEW PARTITION WALL TO DECK

Scale: 1" = 1'-0"3 NEW PARTITION WALL TO 6" ABOVE CEILING

Scale: 3/4" = 1'-0"5 WALL SECTION @ BACKBAR


WATERHEATER

R.O.STORAGE

TANK

TO B

OTT

OM

OF

FRP

SHEL

F 7'

- 0"

TYP

.

5' -

0"

3' -

0"

VT CEILING AT10'-0" AFF

PRESSUREGAUGE

PRE-FILTER

MRS FILTER-MOUNT PERLOCAL CODE

TWIN WATERSOFTENERS

BASE

TILE BASE

FAUCET

HOSE CLIP

KEEP BACKWALL CLEAR

MOP RACKMOUNTED TO SIDEWALL

KEEP AREA CLEAR FOR CLICK-SAN DISPENSER. REFER TO8/I-504 FOR LOCATION,CONFIGURATION, ANDINSTALLATION INFORMATION.

SHELF- FRP ALLSURFACES

DRIP PAN WITHDRAIN TO SINKBELOW.

1 1/2" 16 GA. STRAP.ANCHOR TO WALL WITHMIN. (4) 5/16" x 3 1/2" LAGBOLTS.

BRINETANK

MOP SINK

I-5048

A-5022

4' - 6"

(2) 3-5/8" 16 GAMETAL STUDS @ 8" O.C.TO STRUCTURE @ WATERHEATER SHELF

1/2 " CEMENTITIOUSBACKER BOARD ON 3/4 "PLYWOOD FLOOR W/ #6SCREWS @ 6" O.C.

(3) #12 X 2" HEXHEAD SCREWS TYP2 SIDES

SIMPSON L 50CLIP TYPE 2SIDES, TYP

5/8 " WATER RESISTANTGYP. BD. W/FRP

6" 6 GA TSB TRACKTYP 2 SIDES, TYP.

(2) 3-5/8" 16 GAMETAL STUDS @ 8" O.C.TO STRUCTURE @ WATERHEATER SHELF

GC TO ANCHORSHELF TO EXISTINGWALL (WHEN APPLICABLE)

5'-10" AFFBOT OF SHELF

4

A-5023

A-502

FACE OF WALL

(2) 3 5/8 " 16 GAMTL STUDS @8" O.C. WITH 5/8 "TYPE "X" GWBBOTH SIDES, TYP.

(2) 6" 16 GA. MTL JOISTS @ 8 O.C.WITH 4 1/2 X 12 PANHEAD SHT MTLSCREWS WITH WASHERS. ALIGNJOISTS WITH HWH "FEET", TYP

(2) 3 5/8 " 16 GAMTL STUDS @8" O.C. WITH 5/8 "TYPE "X" GWBBOTH SIDES, TYP.

2' -

2"

4' - 6"

CLEAR

2

A-502

4

A-502

1/2 " CEMENTITIOUSBACKER BOARD ON 3/4 "PLYWOOD FLOOR W/ #6SCREWS @ 6" O.C., W/ FRP.

6" 16 GA CSJ@ 8" O.C. MAX

5/8 "WATERRESISTANTGYP.BD. W/ FRP.

5'-10" AFFBOT OF FRAMING

2' - 2"

8"

2

A-502

A-5025

1/2 " CEMENTITIOUSBACKER BOARD ON 3/4 "PLYWOOD FLOOR W/ #6SCREWS @ 6" O.C.

(2) 6" 16 GACSJ @ 8" O.C.MAX

5/8 " WATERRESISTANT GWB

5'-10" AFFBOT OF FRAMING

FRP

FRP

FRPSTAINLESS STEELMETAL CORNERGUARD

STAINLESS STEEL METALCORNER GUARD

NO

RACECURB

SLM.

0 5 71 3

R

TCETI

HCRADEETSIGER

ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

C:\U

sers

\hha

rris\

Doc

umen

ts\1

3108

.013

_GAR

LAN

D &

GAT

SON

_A_2

013_

CEN

TRAL

_hha

rris.

rvt

CONSTRUCTIONDETAILS

57348-001

07/03/14

GAR

LAN

D &

GAS

TON

7325

GA S

TON

AV E

.SU

ITE

1 00

DA L

LAS ,

TX

7521

4

22121

IVAN PEREZROSELLO


TEXAS

KATHY TRAVIS

07/03/14

A-502

13108.013

DAL

LAS

13057

Scale: 1" = 1'-0"1 ELEVATION AT WATER HEATER/ WATER FILTRATION SYSTEM

Scale: 1/2" = 1'-0"2 WATER HEATER SHELFScale: 1/2" = 1'-0"3 WATER HEATER SHELF

Scale: 1/2" = 1'-0"4 WATER HEATER SHELFScale: 3" = 1'-0"5 SHELF EDGE DETAIL


EXISTING ROOFSHEATHING

BOTTOM CHORD OFSTEEL JOIST

HANGER BRACKETUNISTRUT #P1796 SSECURING CROSS-PURLIN

UNISTRUT P1000 SLPURLIN AT 32" OC (MAX)

1/2 " BOLT WITHWASHER AND #P3010CHANNEL NUT AT 32" OC

MTL FRAMED BULKHEAD

EXISTINGOPEN-WEBSTEEL JOIST

6" 16 GA MTL STUDTRACK WITH 3/8" PANHEAD TYPE "S"SCREWS

3 5/8" 20 GA MTL STUDAT 16" OC WITH 3/8"PAN HEAD TYPE "S"SCREWSVARIES

6" FROM NODE MAX 6" FROM NODE MAX

PROTOTYPICAL

EXISTINGROOF/FLOORSHEATHING

EXISTINGOPEN-WEBSTEEL JOIST

EXISTINGBOTTOM CHORDOF JOIST

HANGER BRACKETUNISTRUT #P1796 S

UNISTRUT P1000SL PURLIN AT 32"OC (MAX)

1/2" BOLT WITH WASHERAND #P3010 CHANNELNUT AT 32" OC

MTL FRAMED BULKHEAD

6" 16 GA MTL STUDTRACK WITH 3/8" PANHEAD TYPE "S"SCREWS

3 5/8" 20 GA MTL STUDAT 16" OC WITH 3/8"PAN HEAD TYPE "S"SCREWS

VARIES

EXISTING SPACING, VIF

PROTOTYPICAL

10' - 6" AFF

8' - 6" AFF

9' - 0" AFF

10' - 0" AFF

BRACING AS REQUIRED

5/8" GYP BOARD ON 3-5/8" METAL STUD

5/8" GYP BOARD ON 6" METAL STUD

5/8" GYP BOARD ON3-5/8" METAL STUD

CORNER BEADS

CORNER BEADS

RECESSED CAN LIGHT

5/8" GYP BOARD ON3-5/8" METAL STUD

NO

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(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

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CEILING & LIGHTINGDETAILS

57348-001

07/03/14

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TEXAS

KATHY TRAVIS

07/03/14

A-503

13108.013

DAL

LAS

13057

Scale: 1 1/2" = 1'-0"1 BULKHEAD WALL ATTACHMENT DETAILScale: 1 1/2" = 1'-0"2 BULKHEAD WALL ATTACHMENT DETAIL

Scale: 1" = 1'-0"3 SECTION AT FRONTBAR SOFFIT


Type A Type B

3' -

7" M

AX.

1

A-601

3

A-601

2

A-601

4

A-601

SIM. SIM.

WOMEN

KICK PLATE

EQ. EQ. 9"

11"

3' -

2"

PUSH

PLAT

ES,

HAN

DLE

S AN

DPU

SH B

ARS

DEA

D B

OLT

S

VIEW

ERS

4' -

0" 5' -

0"

REF

ER T

O I-

401

FOR

AD

DIT

ION

AL IN

FO

APPR

OX.

5'-0

" TO

CEN

TER

LIN

E O

F SI

GN

(2) 6" 20ga. MTL.STUDS

5/8 " TYPE"X" GYP. BD., TYP.

3 5/8 " 20ga.MTL. STUDS16" O.C. MAX., TYP.

(2) 3 5/8 " 20ga.MTL. TRACKS, TYP.

4 7/8"

3 5/8 " 20ga.MTL. TRACK,TYP

DOUBLE-RABBETEDMETAL FRAME

DOUBLE-RABBETEDMETAL FRAME

5/8 " TYPE"X" GYP.BD., TYP.

(2) 3 5/8 " 20ga.MTL. STUDS.

3 5/8 " 20ga.MTL. STUDS16" O.C. MAX.,TYP.

CORNER, TYP. U.O.N.6" FROM


5/8 " TYPE"X" GYP. BD., TYP.

6" 20ga.MTL. STUDS16" O.C. MAX., TYP.

6" 20ga.MTL. TRACK, TYP.

6" 20ga.MTL. TRACK,TYP

HM CASED OPENINGFRAME FORDOUBLE-ACTINGDOOR

7 1/4"

7 1/

4"

5/8 " TYPE"X" GYP.BD., TYP.


6" 20ga.MTL. STUDS @16" O.C. MAX.,TYP.

HM CASED OPENINGFRAME FORDOUBLE-ACTINGDOOR

front approach, pull side front approach, push side(if closer or latch, not both)

front approach, push side(w/ both closer and latch)

hinge approach, pull side(v2)

3' - 0" 5' -

0"

1' - 0"4' -

0"

4' -

0"

3' - 0"

1' - 6" 5' -

0"

hinge approach, pull side (v1)

3' - 6" 4' -

6"

3' -

6"

hinge approach, push side(if closer or latch, not both)

1' - 10" 4' -

0"

hinge approach, push side(w/ both closer and latch)

1' - 10" 2' - 0"4' -

0"

latch approach, pull side(no closer)

2' - 0"4' -

6"

latch approach, pull side(w/ closer)

2' - 0" 3' -

6"

latch approach, push side(no closer)

2' - 0" 4' -

0"

latch approach, push side(w/ closer)

(a) (b) (c)

(d)(e)

(f) (g) (h)

(i) (j) (k)

hinged door sliding door

(a) (b) 2' - 8" min

folding door

(c) 2' - 8" min

90°

CLEAR WIDTH OF DOORWAYS

2' - 8"

Door Hardware Set No. 6 Restroom, Lever w/ Privacy LockNo. Item Description Manufacturer Finish3 Hanging Devices FBB179 Door Hinge 4.5x4.5 Stanley 6261 Securing Devices PB5425LN Lock, Shallow Coin Turn,

Privacy PB5425LN-693-497-1 ¾ Yale Lock 6261 Closing Devices 8916 Door Closer 8916 AF89P Dorma 6892 Protective Trim Units K1050 B4E Kickplate 10 x 34 each side Rockwood 6303 Accessories GJ64 Rubber Silencer Glynn Johnson Gray1 Stops and Holders 473 Door Stop W/Hook Rockwood 626

Door Hardware Set No. 11 Workroom Door, @ BackbarNo. Item Description Manufacturer Finish1 Traffic Door Package SCP8 36 x 84 Eliason As Selected

Door Hardware Set No. 12 Service Door, Exterior (42" wide door)No. Item Description Manufacturer Finish3 Hanging Devices FBB191NRP Door Hinge 4.5”x4.5” NRP Stanley 6301 Securing Devices C607 7-Pin Core Combinated “A” Keyway Falcon Lock 6261 Securing Devices I/O 2000L-03IC Auto Locking Door Alarm, IC;

No CTR Includes Mortise Cylinder Sur-Lock ----1 Closing Devices 8916 Door Closer 8916 AF89P Dorma 6891 Protective Trim Units K1050 B4E Kickplate 10 x 40 Rockwood 6301 Accessories 16A Rain Drip 46" National Guard A1 Accessories 137NA Weather Strip 17.5’ 42 x 84 National Guard A1 Accessories C607A Door Sweep 42” National Guard A1 Miscellaneous Items DS-6 Door Spy Security Products Silver1 Miscellaneous Items MCV309NWHGL Door Bell Nutone As selected1 Stops and Holders473 Door Stop w/Hook Rockwood 6261 Threshold 325 Half Saddle Threshold National Guard ----

Door Hardware Set No. 2 Single Aluminum Main Entry/ExitNo. Item Description Manufacturer Finish3 Hanging Devices FBB191 Door Hinge 4.5 x 4.5 NRP Stanley 6301 Securing Devices MS1850S Deadbolt Adams Rite 6261 Exit Indicator 4089 Exit Indicator withdecal sign:

"THIS DOOR TO REMAIN UNLOCKED Adams Rite 626WHEN BUILDING IS OCCUPIED"

2 Securing Devices C607 7-Pin Core Combinated “A” Keyway Falcon Lock 6261 Securing Devices KB609-2 Cut Control Key “A” Keyway Falcon Lock ----9 Securing Devices KB632-2 Cut User Key “A” Keyway Falcon Lock ----2 Securing Devices C987 7-Pin Mortise Cyl. Housing W/AR Cam Falcon Lock 6262 Securing Devices A08794-003 Adjustable Ring, Mortise Cyl. 5/16-13/32Falcon Lock 6261 Operating Trim 108 Door Pull Handle Rockwood 6301 Operating Trim 48 Push Bar x 31 Rockwood 6301 Closing Devices 8916 Door Closer 8916 AF89P Dorma 6891 Stops and Holders 473 Door Stop w/Hook Rockwood 6261 Threshold 325 Half Saddle Threshold National Guard ----

NO

RACECURB

SLM.

0 5 71 3

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ETFX AS

OETATS


(206) 318-1575




Architect of Record

SHEET NUMBER:

SHEET TITLE:

STORE #:

CONCEPT:

CPN/PROJECT #:

ISSUE DATE:

DESIGN MANAGER:

PRO

JEC

T N

AME:

PRO

JEC

T AD

DR

ESS :


SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:


BRUCE M. CARLSON

PERMIT SET

PERMIT SET

BID SET

ISSUE SCHEDULE

CO

UN

TY:

07/03/14

07/03/14

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DOOR DETAILS

57348-001

07/03/14

GAR

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7325

GA S

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AV E

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1 00

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22121

IVAN PEREZROSELLO


TEXAS

KATHY TRAVIS

07/03/14

A-601

13108.013

DAL

LAS

13057

DOOR TYPES DOOR LEGEND

DOOR NOTES - CONSTRUCTION, FINISH, HARDWAREA. FALCON LOCK CORE(S) TO BE INSTALLED ON THE DAY OF TURNOVER.B. PAINT FINISH FOR WORKROOM DOORS: MASK OFF STAINLESS KICK AND PUSH PLATES, WASH PHENOLIC

SURFACE WITH A DETERGENT/DEGREASER, SAND 22O GRIT PAPER, TACK, AND PAINT WITH 2 COATS OFSEMI-GLOSS LATEX ENAMEL. PAINT TO MATCH BACK WALL.

C. INTERIOR WOOD DOORS SHOULD CONTAIN NO ADDED UREA FORMALDEHYDE.D. AT EXISTING EXTERIOR DOORS STARBUCKS CM WILL REVIEW AND DETERMINE IF ALL ITEMS SPECIFIED ARE

REQUIRED.

CONSTRUCTION:SC = SOLID CORE WOODHM = HOLLOW METALAL = ALUMINUM STOREFRONTWD = WOOD STOREFRONTEX = EXISTINGPH = PHENOLIC FACED PLYWOOD

MISCELLANEOUS:U = 1/2" UNDERCUT

GLAZING:T = TEMPEREDW = WIRE

RATING:NR = NON-RATED1HR=1 HOUR2HR=2 HOUR

FRAME:AL =ALUMINUM STOREFRONTHM1=HOLLOW METAL SINGLE RABBETHM2=HOLLOW METAL DOUBLE RABBETHM3=HOLLOW METAL SINGLE RABBET FOR CMU WALLHM4=HOLLOW METAL NO RABBET

DOOR HARDWARE

DOOR SCHEDULEDOOR SCHEDULE

Design ID Count Old Tag(s) Width Height Description Frame Type Frame Material Door Type Door Material Hardware Set Rating Comments Responsibility10086 1 D065 3' - 0" 7' - 0" Door - Single Impact Double Acting - 36in HM4 HM B PH 11 NR GC10190 2 D030; D032;

D034; D036;D045; D067;D069; D071;D073; D075;D077; D079;D081; D083;D085; D031;D033; D035;D037; D046;D068; D070;D072; D074;D076; D078;D080; D082;D084; D086

3' - 0" 7' - 0" DOOR - SINGLE FLUSH - 36IN HM2 HM A SC 6 NR GC

x0900 1 D005 6' - 0 3/4" 7' - 0 1/2" DOOR - STOREFRONT METAL FRAMEDOUBLE - TYPE A

EX EX EX EX 2 NR GC

x0901 1 NA 3' - 6" 7' - 0" EXISTING 42" SERVICE DOOR EX EX EX EX 12 NR GC

Scale: 3" = 1'-0"1 DOOR HEADER DETAIL

Scale: 3" = 1'-0"2 DOOR JAMB DETAIL

Scale: 3" = 1'-0"3 DOOR HEADER DETAIL

Scale: 3" = 1'-0"4 DOOR JAMB DETAIL

DOOR NOTES - ACCESSIBILITY(1) ALL DOORS TO PROVIDE 32" MIN. CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION, UON.

(2) MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIREDLATCH SIDE OR HINGE SIDE CLEARANCE.

(3) SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES AS ILLUSTRATED ON FIGURESBELOW:

(4) CHANGES IN LEVEL ARE NOT PERMITTED IN FLOOR OR GROUND SURFACES WITHIN REQUIREDMANEUVERING CLEARANCES.EXCEPTIONS:

A. SLOPES NOT STEEPER THAN 1:48 (2% OR 1/4” PER FOOT) ARE PERMITTED.B. CHANGES IN LEVEL AT THRESHOLDS SHALL BE 1/2” HIGH MAXIMUM. VERTICAL CHANGES IN

LEVEL OF 1/4” HIGH MAXIMUM ARE PERMITTED. CHANGES IN LEVEL BETWEEN 1/4" HIGH AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 RISE TO RUN.

(5) HANDLES, PULLS LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BEOPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.

(6) DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIMEREQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM.

(7) THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE ASFOLLOWS:

A. INTERIOR HINGED DOORS AND GATES: 5 POUNDS MAXIMUMB. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM

THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHERDEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION.

(8) SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASUREDVERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOROR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SHALL BE WITHIN 1/16 INCH OF THESAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED.


THESE PLANS AND SPECIFICATIONS, AS WELL AS STARBUCKS' …

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