33
V A N T V A N T A-201 3 STARBUCKS 1850 SQ. FT. NIC VAN SIGNAGE RESTRICTIONS: DIRECTIONAL - NOT TO EXCEED 6' IN HEIGHT, AND 10 SQ FT OF SURFACE AREA PER SIDE. PYLON - (1) SIGN ALLOWED. MAX SURFACE AREA IS 300 SQ FT PER SIDE, MAX HEIGHT FROM GRADE IS 20'. SETBACK: 5' FROM PROPERTY LINE, EASEMENTS AND ROW. 10047 10050 10052 13166 21 22 20 18 14 14 15 15 6 13 17 16 10046 TYPICAL THROUGHOUT SITE 10 5 4 9 1 2 2 2 7 7 7 7 3 9 3 9 3 9 9 9 9 1 10 10 10 8 8 8 8 8 19 24 25 29 11 11 27 30 A-103 4 A-104 2 A-104 3 A-105 1 A-102 1 A-111 2 A-111 1 14 28 23 23 2 2 2 2 2 2 2 2 15 9 13166 13166 15 9 A-104 1 A-103 6 TYP. 26 13166 26 26 26 12 A-201 4 A-202 3 A-202 4 A-104 9 A-104 9 OPP 23 N O R A C E C U R B S L M . 0 5 7 1 3 R T C E T I H C R A D E E T S I G E R E T F X A S O E T A T S 2401 UTAH AVENUE SOUTH SEATTLE, 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' PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. Architect of Record SHEET NUMBER: SHEET TITLE: STORE #: CONCEPT: CPN/PROJECT #: ISSUE DATE: DESIGN MANAGER: PROJECT NAME: PROJECT ADDRESS: I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF BRUCE M. CARLSON SIGNATURE DATE ISSUED REG. NO. CMA PROJECT #: CONSTRUCTION MANAGER: BRUCE M. CARLSON PERMIT SET 12-23-11 PERMIT SET BID SET ISSUE SCHEDULE 12-23-11 COUNTY: 2320 W. UNIVERSITY DENTON, TX 76201 C:\Users\jnance\Documents\REVIT LOCAL\11108.034_RAYZOR RANCH_A_2009_JJN.rvt SITE PLAN 54761-001 12/23/11 RAYZOR RANCH HERITAGE 16766 CAROL KAMENISH Starbucks Coffee Company TEXAS KATHY TRAVIS 12/23/11 A-101 11108.034 DENTON 13057 GENERAL NOTES: KEYED NOTES: REFER TO EXTERIOR ELEVATIONS FOR BUILDING SIGNAGE LOCATIONS. REFER TO ELECTRICAL SHEETS FOR ELECTRICAL REQUIREMENTS. NUMERICAL NOTES NOT LISTED ARE NOT USED. A 1 2 3 4 5 6 7 8 9 10 11 STARBUCKS CONTRACTS DIRECTLY WITH SIGNAGE CONTRACTOR TO PERMIT, SUPPLY AND INSTALL SIGNAGE. SIGNAGE CONTRACTOR TO VERIFY SIGNAGE COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. REFER TO I-601 AND I-602 FOR SCHEDULES B C SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CM, DESIGNER AND TO THE GC AS NEEDED. GC TO NOTIFY STARBUCKS CM IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. D GC TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CM TO PROVIDE GC WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. E SIGNAGE TO BE PERMITTED UNDER SEPARATE PERMIT F EXTERIOR SITE LIGHTING TO BE ON TIME CLOCK SYNCHRONIZED WITH SIGNAGE. LIGHTING REQUIREMENTS: A) 3-7 FOOTCANDLES LIGHT LEVELS MINIMUM. B) NO DARK AREAS ON SITE, INCLUDING TRASH ENCLOSURE AND OUTDOOR PATIOS C) METAL HALIDE LIGHTING PREFERRED. LANDSCAPING TO BE PROVIDED BY LANDLORD. LANDSCAPING TO BE LOW PROFILE, NO HIDING PLACES, 30" MAXIMUM HEIGHT. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SHEETS. LANDLORD IS RESPONSIBLE FOR PROVIDING SITE WORK, INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER. ALL PARKING AND DRIVE-THRU STRIPING TO BE PROVIDED BY LANDLORD. TRASH ENCLOSURE TO BE LOCKABLE USING STEEL GATES OR CHAIN TO BE PROVIDED BY LANDLORD. LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU WINDOW STANDING PAD. GC TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. ALL SIGNAGE BY SIGN VENDOR UNDER SEPERATE PERMIT. SIGNAGE CONTRACTOR SHALL VERIFY SIZE & LOCATION OF ANY & ALL ALLOWABLE MONUMENT OR PYLON SIGNAGE WITH LANDLORD & PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION. N G LEED: 12 NEW WHEEL STOPS BY LANDLORD 13 14 HC RAMP BY LANDLORD 15 DIRECTIONAL SIGNAGE 16 MENU BOARD 17 SPEAKER POST 18 CLEARANCE BAR 19 29 TRELLIS ENGINEERED BY VENDOR. GC TO COORDINATE WITH STARBUCKS CM. EXISTING TRANSFORMER 20 DUMPSTER ENCLOSURE BY LANDLORD REFER TO DESIGN SPECIFICATIONS SHEET(S) FOR LEED COMPLIANCE INFORMATION. Scale: 3/32" = 1'-0" 1 _SITE PLAN 22 NEW AWNING TO BE PROVIDED BY LANDLORD. 21 WATER DRAINAGE TO BE REROUTED VIA DOWNSPOUT TBD BY LANDLORD. 25 27 PRE-MENU BOARD STRIPE AND "DO NOT ENTER" TEXT BY LANDLORD STEEL BOLLARD BY LANDLORD 23 GREASE TRAP 24 28 MONUMENT SIGN 26 NEW HOSE BIB TO BE PROVIDED BY LANDLORD. 30 EXISTING HOSE BIB. EXISTING WHEEL STOPS. DIRECTIONAL PARKING STRIPES BY LANDLORD. REVISION SCHEDULE REV DATE BY DESCRIPTION

KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

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Page 1: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

q`

VAN

T

q`

VAN

T

A-201

3

STARBUCKS1850 SQ. FT.

NIC

VAN

SIGNAGE RESTRICTIONS:

DIRECTIONAL - NOT TO EXCEED 6' IN HEIGHT, AND 10 SQ FT OFSURFACE AREA PER SIDE.

PYLON - (1) SIGN ALLOWED. MAX SURFACE AREA IS 300 SQ FTPER SIDE, MAX HEIGHT FROM GRADE IS 20'. SETBACK: 5' FROMPROPERTY LINE, EASEMENTS AND ROW.

10047

10050

10052

13166

21 22

20

18

1414

15

15

6

13

17

16

10046

TYPICAL THROUGHOUT SITE

1054

9

1

22

2

7

77

7

3 9

3 9

3 9

9

9

91

10

10

10

88

8

8

8

19

24

25

29

1111

27

30

A-1034

A-1042

A-1043

A-1051

A-1021

A-111

2

A-111 1

14

28

2323

2

2

2

2

2

2

2

2

15913166

13166

159

A-1041

A-1036

TYP.

26

13166

26

26

2612

A-201 4 A-2023

A-202

4

A-104

9

A-104

9 OPP

23 NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

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CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

SITE PLAN

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-101

11108.034

DE

NT

ON

13057

GENERAL NOTES:

KEYED NOTES:REFER TO EXTERIOR ELEVATIONS FOR BUILDINGSIGNAGE LOCATIONS. REFER TO ELECTRICAL SHEETSFOR ELECTRICAL 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.TRASH ENCLOSURE TO BE LOCKABLE USING STEELGATES OR CHAIN TO BE PROVIDED BY 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 UNDERSEPERATE PERMIT.

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

N

G

LEED:

12

NEW WHEEL STOPS BY LANDLORD

13

14 HC RAMP BY LANDLORD

15 DIRECTIONAL SIGNAGE

16 MENU BOARD

17 SPEAKER POST

18 CLEARANCE BAR

19

29

TRELLIS ENGINEERED BY VENDOR. GC TOCOORDINATE WITH STARBUCKS CM.

EXISTING TRANSFORMER

20 DUMPSTER ENCLOSURE BY LANDLORD

REFER TO DESIGN SPECIFICATIONSSHEET(S) FOR LEED COMPLIANCEINFORMATION.

Scale: 3/32" = 1'-0"1 _SITE PLAN

22 NEW AWNING TO BE PROVIDED BY LANDLORD.

21WATER DRAINAGE TO BE REROUTED VIADOWNSPOUT TBD BY LANDLORD.

25

27

PRE-MENU BOARD

STRIPE AND "DO NOT ENTER" TEXT BY LANDLORD

STEEL BOLLARD BY LANDLORD23

GREASE TRAP

24

28

MONUMENT SIGN

26

NEW HOSE BIB TO BE PROVIDED BY LANDLORD.

30 EXISTING HOSE BIB.

EXISTING WHEEL STOPS.

DIRECTIONAL PARKING STRIPES BY LANDLORD.

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 2: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

9'-6" CLEARANCE

EDGE OF CURB

2' - 6"

10' -

9"

4' - 0"

6' -

0"

DRIVE THRUDRIVE THRU

CLEARANCE BAR

ILLUMINTATEDDIRECTIONALSIGNAGE

13166

10047

A-1045

A-102

2

30' -

0"

2' - 6"

30°

EDGE OF CURB

PRE-MENU BOARD10050

A-102

4

CLEARANCE BAR 7/8" DIA. X 60"L A307 ANCHORBOLTS EMBED 48" MIN. (4 EA.)

FINISH GRADE

#3 TIES (10" O.C.)

#4 VERTICALS (4 EA.)

PLAN

5"

5"

CLEARANCE POSTPLATE OUTLINE

NOTES:1. FOOTING DEPTH MAY VARY AS PER SITE AND SOIL CONDITIONS.2. CONCRETE RESISTANCE 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.

10' -

0"

.

2 7/8" DIA. VERTICAL STEEL POLE

2" X 2" STEEL CROSS BAR

PRE-SPACED VINYL LETTERINGAPPLIED ON SITE AS NEEDED.

TOP OF PAVEMENT

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

10'-0" CLEARANCE

FINISHEDGRADE

#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

3/4" CONDUITFOR 120VAC(CENTER INFOOTING)

4"

1'-1"

PLAN

FREESTANDINGPRE-MENU(DESIGN VARIES)

THIS DETAIL IS FORREFERENCE ONLY.

SIGNAGE SUPPLIED ANDINSTALLED BY OTHERS

UNDER SEPARATE PERMIT

2'-11 1/8"

3'-1

1 3/

4"2'

-0 1

/8"

2'-2"

5'-1

1 7/

8"

2'-2"

Min

imum

Cle

aran

ce

4' -

6"

3' -

0"

30°

Menu panel pivotminimum Clear distance

Outline of menuboard above

Concrete footingsee additionaldetails forconstruction

Edge ofconcrete curb

(1) Conduit route back toelectrical panel

20'-0" (6m) to centerline ofOrder confirmation post

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

SITE DETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-102

11108.034

DE

NT

ON

13057

Scale: 1/2" = 1'-0"1 ENLARGED PLAN @ DT ENTRANCE

Scale: 1/2" = 1'-0"3 CLEARANCE BAR FOOTING

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

Scale: 1/2" = 1'-0"4 FREE STANDING PRE MENU BOARD

Scale: 1/2" = 1'-0"5 Pre-Menu 30 Deg

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIEDAND INSTALLED BY OTHERS UNDER SEPARATE PERMIT.

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIEDAND INSTALLED BY OTHERS UNDER SEPARATE PERMIT.

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIEDAND INSTALLED BY OTHERS UNDER SEPARATE PERMIT.

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 3: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

FINISHEDGRADE

2' - 2"

2' -

0 1

/4"

4' -

1"

6' -

1 1

/4"

8' - 1 1/4"

#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

O3/4" CONDUITFOR 120VAC(CENTER INFOOTING)

4"

1'-1"

PLAN

FREESTANDINGMENU (DESIGNVARIES)

THIS DETAIL IS FORREFERENCE ONLY.

SIGNAGE SUPPLIED ANDINSTALLED BY OTHERS

UNDER SEPARATE PERMIT

6" DIA. CONCRETEFILLED STEEL TUBING-PAINT TO MATCHSPEAKER/CAMERA/ORDERCONFIRMATION POST.

FINISHED GRADE

18" DIA.CONCRETE BASE1'-6"

6"

4'-0

"

6"

.3'

- 6"

10"10"

4' -

1"

CAMERAMICROPHONE

ENGRAVEDSIGN

SPEAKER

FRONT ELEVATION

SIDE ELEVATION#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

2'-0

" M

IN.

4 1/

2"

4 1/2"SPEAKERPOSTPLATEOUTLINE

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED ANDINSTALLED BY OTHERS UNDER SEPARATE PERMIT.

10052

10046

4' -

1"

9' - 1"

7' -

0"

8' -

5 1

/4"

4' - 7"

EDGE OF CURB

MENU BOARD

SPEAKER POST

STEEL BOLLARD

2' - 8"

30°

EDGE OF BUILDING

A-103

1

A-1035

A-103

2

2' -

6"

To

cent

erlin

e of

driv

e-th

ru la

ne

90°

30°

1' -

0"

90°

1' -

10"

5' - 1"

(1) Conduit, route to data rack(1) Conduit, route to drive thru window(1) Conduit, route to electrical panel

Outline ofspeaker/camera post

Concrete footing

6" (150mm) diameter steelbollard with concrete fillpaint to match speaker/camerapost

Conduit

Detector loop centeredon speaker post 2" (50mm)below final grade

Minimum 60' (18m) fromcenter of menu board tocenter of drive thru window asmeasured along the centerlineof the drive thru lane

Edge ofconcrete curb

Outline of menuboard above

Menu panel pivotminimum clear distance

Concrete footing

Conduit route back toelectrical panel

To

curb

rad

ius

Cen

ter

poin

t

To

curb

rad

ius

Cen

ter

poin

t

1' -

11"

CURB EDGE

7' - 6"

EDGE OF HC RAMP

10042

BIKE RACK

EXISTING HC SIGNBY LANDLORD

EXISTING HC RAMPBY LANDLORD

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

SITE DETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-103

11108.034

DE

NT

ON

13057

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

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

Scale: 1/2" = 1'-0"2 DRIVE THRU SPEAKER/CAMERA POST

Scale: 1/2" = 1'-0"4 ENLARGED PLAN @ DT MENU BOARD AND SPEAKER POST

Scale: 1/2" = 1'-0"3 5 Panel 30 Deg Speaker Post Curve

THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIEDAND INSTALLED BY OTHERS UNDER SEPARATE PERMIT.

Scale: 1/2" = 1'-0"6 DETAIL @ BIKE RACKS

REVISION SCHEDULEREV DATE BY DESCRIPTION

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1' -

10"

THANK YOUEXIT ONLY

8' - 6"

13166ILLUMINATEDDIRECTIONAL SIGNAGE

EDGE OF CURB

13166ILLUMINATEDDIRECTIONAL SIGN

EQ EQ

4' -

6"

DRIVE THRU

DRIVE THRU

EDGE OF CURB

ILLUMINATEDDIRECTIONAL SIGN

5' -

11"

6' - 0"

13166

EDGE OF CURB

DRIVE THRU

DRIVE THRU

#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 FOR REFERENCE ONLY.SIGNAGE SUPPLIED AND INSTALLED BYOTHERS UNDER SEPARATE PERMIT

FINISHEDGRADE

THANKYOU

EXITONLY

SIDE K SIDE L

ACRYLIC GRAPHIC PANELSALIGN THISEDGE TODIRECTIONOF ARROW

6"1'-5"

2'-6

"

2'-3

"

8"8"

SIGNGRAPHIC

DRIVETHRU

DRIVETHRU

SIDE E SIDE F

14"

(355

mm

) M

axim

um

12"

(300

mm

) M

inim

um--

----

----

---

3' -

0"

4' -

11

1/2"

3' -

6"3' - 11 1/2"

EQ EQ

Bollard

Window per planConcrete infillfull lengthof drive thru lane

Bollard

Windowper plan

Interiorfinishgrade

Exteriorfinishgrade

Plan

Elevation

6"

3' -

6"

+/-

2"

(50m

m)

14" (355mm) Maximum

12" (300mm) Minimum-------------------------

Hol

d

3' -

0"

AF

F

Single panel drive-thruwindow assemblyper plan

Attach shelf to buildingexterior flush to top ofrough opening, centeredon window

Existing or newexterior wallsystem

A-1048

1 3/

4"

2"

Align

Stainless steelangle to cap interiorwall. Hem bottom edge

Stainless Steel shelf

STREETSIDE

BUILDINGSIDE

TENANT

VIF

5' - 0"

VIF

3' -

4"

EXISTING MONUMENTSIGN BY LANDLORD

CHANGABLE SIGNPANEL BY SIGN VENDOR

x0701

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

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TO

N, T

X 7

6201

C:\U

sers

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108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

SITE DETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-104

11108.034

DE

NT

ON

13057

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

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

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

Scale: 1/2" = 1'-0"4 DT ILLUM DIR. SIGN FOOTING

Scale: 1/2" = 1'-0"5 DT DIRECTIONAL ILLUM SIGN

Scale: 1/4" = 1'-0"6 Drive Thru Window No-Bump

Scale: 1/2" = 1'-0"7 Drive Thru Window

Scale: 1 1/2" = 1'-0"8 Drive Thru Shelf

PROTOTYPICAL - FOR REFERENCE ONLY. PROTOTYPICAL - FOR REFERENCE ONLY.

PROTOTYPICAL - FOR REFERENCE ONLY.

Scale: 1/2" = 1'-0"9 ELEVATION @ MONUMENT SIGN

REVISION SCHEDULEREV DATE BY DESCRIPTION

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1

A-106

2

A-106

1' -

11"

9' -

10"

11' -

9"

6' - 0" 4' - 4"

CORNER OFBUILDING

COLUMN WITHBASEPLATEAND FOOTERBELOW, TYP.

A-1052

EXISTINGPATIO BYLANDLORD

1

A-106

2

A-106

1' - 5" 3' - 0" 3' - 0" 1' - 5"

9' - 0"

11"

5' -

10

1/2"

5' -

10

1/2"

5' -

10

1/2"

5' -

10

1/2"

11"

EQ

2" x

2"

GA

LV'D

ST

EE

L T

UB

E J

OIS

T, T

YP

.

EQ

EQ

25' -

6"

2" x

6"

GA

LV'D

ST

EE

L T

UB

E P

ER

IMIT

ER

AN

D C

RO

SS

BE

AM

S

2" x 6" GALV'D STEEL TUBE BEAMS, TYP.

EQ EQ

2" x 1" GALV'DSTEEL TUBE, TYP.

CEILING FANS MOUNTED TOSTRUCTURAL FRAME, TYP.

NOTCH COLUMNS TORECEIVE 2"x6" TUBES;WELD AND GRINDSMOOTH ALL JOINTS,TYP.

MITER ALL CORNERS,TYP.

4

A-105

OPP

4

A-105

3

A-105

TYP

3

A-105

SIM

PREFINISHED METAL FASCIA;EXTEND TO BOTTOM OF TUBESTEEL & PROVIDE CLEAT

2"x6" GALV'D TUBE STEEL ATPERIMETER OF FRAME

1" PREFINISHED STANDINGSEAM METAL ON GALV'D TUBESTEEL FRAME

ALL ROOF RIB ENDS TO BENEATLY CLOSED AND SEALED

2"x2" GALV'D TUBE STEELJOISTS

2"x6" GALV'D TUBESTEEL JOISTS

PAINT FRAME ANDUNDERSIDE OFTRELLIS TO MATCHROOFING COLOR

PREFINISHED 24 ga MTLFLASHING; CRIMP TO DECKRIB AND HOOK BOTTOM DRIPWITH CONCEALED CLEAT

PREFINISHED 24 ga STANDINGSEAM MTL ROOFING CLIPANCHORED TO FRAME

CONTINUOS SEAL DRIP

PAINT FRAME ANDUNDERSIDE OF TRELLIS TOMATCH ROOFING COLOR

2"x6" GALV'D TUBE STEELJOISTS

METAL ROOF SEAMS @ 12"O.C. W/ CLIPS (2) @ 20" O.C.

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

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TO

N, T

X 7

6201

C:\U

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YZ

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RA

NC

H_A

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9_JJ

N.r

vt

TRELLIS DETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-105

11108.034

DE

NT

ON

13057

NOTE: DESIGN INTENT DRAWING ONLY. TO BEENGINEERED AND PERMITTED BY VENDOR. GC TOCOORDINATE WITH VENDOR TO PROVIDE SHOPDRAWINGS TO DESIGN MANAGER FOR APPROVAL.

NOTE: DESIGN INTENT DRAWING ONLY. TO BEENGINEERED AND PERMITTED BY VENDOR. GC TOCOORDINATE WITH VENDOR TO PROVIDE SHOPDRAWINGS TO DESIGN MANAGER FOR APPROVAL.

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

Scale: 1/2" = 1'-0"2 TRELLIS FRAMING PLAN

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

TYPICAL TRELLIS NOTES:ALL STEEL FRAMING MEMERS TO BE HOT-DIPPED GALVANIZED AFTERFABRICATION AND FACTORY PRIME COATED WITH ZINC RICH PRIMER READY FORFIELD APPLIED PAINT FINISH.

1

Scale: 3" = 1'-0"4 TRELLIS DETAIL

USE I-90 INSTALLATION WITH ADDED ANCHOR CLIPS AS REQUIRED TO ACHEIVERATING.

2

ALL TUBE STEEL FABRICATIONS ARE TO HAVE MITERED CORNERS (NO OPENENDS) FULLY WELDED ALL AROUND AND GROUND SMOOTH. BOTTOMS OF TUBEMEMBERS ARE TO HAVE WEEP HOLES.

3

4ALL GALVINIZED SHEET METAL ROOFING, FASCIAS, FLASHING AND TRIM ARE TOBE KYNAR 500 PREFINSHED TO MATCH EXISTING BUILDING AWNINGS.

5STANDING SEAM METAL ANCHOR CLIPS ARE TO BE SCREW ANCHORED TOGALVANIZED STEEL FRAMING AT 20" ON CENTER MAXIMUM.

6 ALL STANDING SEAM METAL RIB ENDS ARE TO BE CLOSED AND SEALED.

7THERE ARE NO EXPOSED POP RIVITS OR SCREWS PERMITTED IN FINISHEDSTANDING SEAM METAL ROOF OR FLASHING.

8STANDING SEAM METAL ANCHOR EDGE "J" CLEATS, ZEE CLOSURES, FOLDINGTEE CLIPS ETC. ARE TO BE SCREW ANCHORED TO GALVANIZED STEEL FRAME.

REVISION SCHEDULEREV DATE BY DESCRIPTION

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2

A-106

STANDING SEAM MTLROOF TO MATCHEXISTING BUILDINGAWNINGS

EXTERIORWEATHER-PROOF CEILINGFAN

5"x5" HSSCOLUMNS, TYP.

FINISH GRADE

A-1063

VIF

2 1/

2"

EXISTING AWNING

10' - 0" AFF

B.O. CANOPY/ T.O. STOREFRONT

B.O. TRELLIS

8' - 7" AFF

TYP

T.O. TRELLIS

9' - 9 1/2" AFF

2" x 6" GALV'DSTEEL TUBE, TYP

2" x 2" GALV'DSTEEL TUBE, TYP

2" x 1" GALV'DSTEEL TUBE, TYP

NOTCH COLUMNS TORECIEVE 2"x6" TUBES;WELD AND GRINDSMOOTH ALL JOINTS,TYP.

112

A-1053

TYP

1

A-106 1" PREFINISHED STANDINGSEAM MTL ROOF TO MATCHEXISTING BUILDING AWNINGS

EXTERIORWEATHER-PROOFCEILING FAN, TYP

5"x5" HSS COLUMNS,TYP.

FINISH GRADE

2" x 6" GALV'DSTEEL TUBE, TYP

2" x 2" GALV'DSTEEL TUBE, TYP

TYP

A-1063

NOTCH COLUMNS TORECIEVE 2"x6" TUBES;WELD AND GRINDSMOOTH ALL JOINTS,TYP.

A-1054

7' - 6" AFF

B.O. FAN, TYP.

TYP

5"X5"X1/4" STEEL TUBE COLUMN, TYP.

3/4" GROUT BED

EXISTING SIDEWALK

SEALANT

10"X10"X1/2" STEEL BASE PLATE

1/2" DIA. HOT DIPPEDGALVANIZED ANCHOR BOLT X10" EMBED W/ 3" HOOK, TYP.

4'-0" MIN. DEPTH CONCRETE FOOTING

#5 VERTICAL, REBAR STEELREINFORCEMENT, TYP.

#2 TIES @ 16" O.C., TYP.

4

A-106

5

A-106

1' - 0" RA

DIU

S

5 1/2" 5 1/2"

6" 6"

5 1/

2"5

1/2"

..6"

6"

2'-0" DIA. CONCRETE FOOTING

#2 REBAR TIES @ 16" O.C. TYP.

#5 VERTICAL REBAR STEELREINFORCEMENT, TYP.

2' - 0"

1" 4" 4" 1"

10"

1"4"

4"1"

10"

2 1/2" 5" 2 1/2"

2 1/

2"5"

2 1/

2"

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

TRELLIS DETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-106

11108.034

DE

NT

ON

13057

NOTE: DESIGN INTENT DRAWING ONLY. TO BEENGINEERED AND PERMITTED BY VENDOR. GC TOCOORDINATE WITH VENDOR TO PROVIDE SHOPDRAWINGS TO DESIGN MANAGER FOR APPROVAL.

Scale: 1/2" = 1'-0"1 CROSS SECTION @ TRELLIS

Scale: 1/2" = 1'-0"2 LONGITUDINAL SECTION @ TRELLIS

NOTE: DESIGN INTENT DRAWING ONLY. TO BEENGINEERED AND PERMITTED BY VENDOR. GC TOCOORDINATE WITH VENDOR TO PROVIDE SHOPDRAWINGS TO DESIGN MANAGER FOR APPROVAL.

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

Scale: 3" = 1'-0"5 FOOTING SECTION DETAIL

Scale: 3" = 1'-0"4 BASEPLATE AT FOOTING DETAIL

TYPICAL TRELLIS NOTES:ALL STEEL FRAMING MEMERS TO BE HOT-DIPPED GALVANIZED AFTERFABRICATION AND FACTORY PRIME COATED WITH ZINC RICH PRIMER READY FORFIELD APPLIED PAINT FINISH.

1

USE I-90 INSTALLATION WITH ADDED ANCHOR CLIPS AS REQUIRED TO ACHEIVERATING.

2

ALL TUBE STEEL FABRICATIONS ARE TO HAVE MITERED CORNERS (NO OPENENDS) FULLY WELDED ALL AROUND AND GROUND SMOOTH. BOTTOMS OF TUBEMEMBERS ARE TO HAVE WEEP HOLES.

3

4ALL GALVINIZED SHEET METAL FASCIAS, FLASHING AND TRIM ARE TO BE KYNAR500 PREFINSHED TO MATCH EXISTING BUILDING AWNINGS.

5STANDING SEAM METAL ANCHOR CLIPS ARE TO BE SCREW ANCHORED TOGALVANIZED STEEL FRAMING AT 20" ON CENTER MAXIMUM.

6 ALL STANDING SEAM METAL RIB ENDS ARE TO BE CLOSED AND SEALED.

7THERE ARE NO EXPOSED POP RIVITS OR SCREWS PERMITTED IN FINISHEDSTANDING SEAM METAL ROOF OR FLASHING.

8STANDING SEAM METAL ANCHOR EDGE "J" CLEATS, ZEE CLOSURES, FOLDINGTEE CLIPS ETC. ARE TO BE SCREW ANCHORED TO GALVANIZED STEEL FRAME.

REVISION SCHEDULEREV DATE BY DESCRIPTION

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MATERIAL TO BE DEMOLISHED

EXISTING WALL TO REMAIN

EXISTING COLUMN TO REMAIN

2

2

3

3

4

4

2

52

5252 1 1

A-111 1

A-111

2

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

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CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

DEMOLITION FLOORPLAN

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-110

11108.034

DE

NT

ON

13057

GENERAL NOTES:

KEYED NOTES:

LEGEND:

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

N

A

B TOTAL SCOPE OF DEMOLITION MAY NOT BECOVERED ON THIS SHEET. REVIEW ALL SHEETS INTHIS DRAWING SET TO DETERMINE TOTAL SCOPEOF WORK.

CDEMOLITION TO MEAN REMOVAL AND OFF SITELEGAL DISPOSAL OF DEMOLISHED MATERIALS.REMAINING SURFACES TO BE RESTORED TOACCEPTABLE CONDITION IN ACCORDANCE WITHREQUIREMENTS OF NEW CONSTRUCTION.

DIF DURING DEMOLITION CONDITIONS AREREVEALED THAT MAY JEOPARDIZE THE INTEGRITYOF THE STRUCTURE OR PRECLUDE FOLLOWINGDESIGN INTENT, GC TO NOTIFY ARCHITECT ANDSTARBUCKS CM IMMEDIATELY.

EGC RESPONSIBLE FOR SITE INVESTIGATION PRIORTO DEMOLITION TO REVEAL FULL SCOPE OF WORK.

FPATCH & REPAIR ANY SURFACES DISTURBED BYDEMOLITION OPERATIONS TO MATCH SURROUNDING,UNLESS OTHERWISE NOTED AND IN ACCORDANCEWITH LOCAL REQUIREMENTS OF NEWCONSTRUCTION.

G

H

SURVEY THE CONDITION OF THE BUILDING TODETERMINE WHETHER REMOVING ANY ELEMENTMIGHT RESULT IN STRUCTURAL DEFICIENCY ORUNPLANNED COLLAPSE ON ANY PORTION OF THESTRUCTURE DURING SELECTIVE DEMOLITION.

J

K

CONDUCT DEMOLITION OPERATION AND REMOVEDEBRIS TO ENSURE MINIMAL INTERFERENCE WITHROADS, STREETS, WALKS, AND OTHER OCCUPIEDAND USED FACILITIES.

L

EXISTING UTILITIES TO REMAIN IN SERVICE ANDPROTECT THEM AGAINST ANY DAMAGE DURINGSELECTIVE DEMOLITION OPERATIONS.

REMOVE & TRANSPORT DEBRIS IN A MANNER THATWILL PREVENT SPILLAGE ON ADJACENT SURFACESAND AREAS.

N

PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED MATERIAL TOACCUMULATE ON SITE. TRANSPORT DEMOLISHEDMATERIALS OFF OWNERS PROPERTY ANDLEGALLY DISPOSE OF THEM.

O

P

Q

GC TO VERIFY ALL DIMENSIONS AND LOCATIONSPRIOR TO DEMOLITION.

REMOVE ALL ABANDONED CONDUIT AND WIRINGBACK TO EXISTING PANELS.

CONTRACTOR SHALL PROVIDE SHORING PRIOR TOWALL DEMOLITION AND/OR WHERE REQUIRED.

IF EXISTING CONDITIONS DIFFER, NOTIFYCONSTRUCTION MANAGER AND ARCHITECT OFANY DISCREPANCY IMMEDIATELY.

GC TO VERIFY CONDITION AND CONSTRUCTION OFFOUNDATION PRIOR TO TRENCHING. NOTIFYCONSTRUCTION MANAGER AND ARCHITECT WITHDISCREPANCIES.

DO NOT SCALE DRAWINGS.

M

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

1 DEMOLISH EXISTING STOREFRONT DOORAS INDICATED.

2 EXISTING STOREFRONT TO REMAIN.

3

4EXISTING MATERIALS TO REMAIN. PATCHAND REPAIR AS NEEDED FOR LIKE NEWCONDITION.

5VERIFY IF EXISTING GLAZING UNIT ISCOMPATIBLE FOR RE-USE IN NEWSTOREFRONT CONFIGURATION. DEMOLISH,PATCH, AND REPAIR AS NEEDED FOR LIKENEW CONDITION.

DEMOLISH EXISTING STOREFRONT PANEL ANDPREPARE TO RECIEVE NEW STOREFRONT DOOR.

REVISION SCHEDULEREV DATE BY DESCRIPTION

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MATERIAL TO BE DEMOLISHED

EXISTING WALL TO REMAIN

EXISTING COLUMN TO REMAIN

515 3 1522

5

25

455 22

2

4 4

32 5 24

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

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DEMOLITIONELEVATIONS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-111

11108.034

DE

NT

ON

13057

GENERAL NOTES:

KEYED NOTES:

LEGEND:

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

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

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

1DEMOLISH EXISTING STOREFRONTDOOR AS INDICATED.

2 EXISTING STOREFRONT TO REMAIN.

3

4EXISTING MATERIALS TO REMAIN. PATCHAND REPAIR AS NEEDED FOR LIKE NEWCONDITION.

5 VERIFY IF EXISTING GLAZING UNIT ISCOMPATIBLE FOR RE-USE IN NEWSTOREFRONT FRAMING MATERIALS TOREMAIN. PATCH AND REPAIR AS NEEDEDFOR LIKE NEW CONDITION. DEMOLISH,PATCH, AND REPAIR AS NEEDED.

DEMOLISH EXISTING STOREFRONT PANEL ANDPREPARE TO RECIEVE NEW STOREFRONT DOOR.

A

B TOTAL SCOPE OF DEMOLITION MAY NOT BECOVERED ON THIS SHEET. REVIEW ALL SHEETS INTHIS DRAWING SET TO DETERMINE TOTAL SCOPEOF WORK.

CDEMOLITION TO MEAN REMOVAL AND OFF SITELEGAL DISPOSAL OF DEMOLISHED MATERIALS.REMAINING SURFACES TO BE RESTORED TOACCEPTABLE CONDITION IN ACCORDANCE WITHREQUIREMENTS OF NEW CONSTRUCTION.

DIF DURING DEMOLITION CONDITIONS AREREVEALED THAT MAY JEOPARDIZE THE INTEGRITYOF THE STRUCTURE OR PRECLUDE FOLLOWINGDESIGN INTENT, GC TO NOTIFY ARCHITECT ANDSTARBUCKS CM IMMEDIATELY.

EGC RESPONSIBLE FOR SITE INVESTIGATION PRIORTO DEMOLITION TO REVEAL FULL SCOPE OF WORK.

FPATCH & REPAIR ANY SURFACES DISTURBED BYDEMOLITION OPERATIONS TO MATCH SURROUNDING,UNLESS OTHERWISE NOTED AND IN ACCORDANCEWITH LOCAL REQUIREMENTS OF NEWCONSTRUCTION.

G

H

SURVEY THE CONDITION OF THE BUILDING TODETERMINE WHETHER REMOVING ANY ELEMENTMIGHT RESULT IN STRUCTURAL DEFICIENCY ORUNPLANNED COLLAPSE ON ANY PORTION OF THESTRUCTURE DURING SELECTIVE DEMOLITION.

J

K

CONDUCT DEMOLITION OPERATION AND REMOVEDEBRIS TO ENSURE MINIMAL INTERFERENCE WITHROADS, STREETS, WALKS, AND OTHER OCCUPIEDAND USED FACILITIES.

L

EXISTING UTILITIES TO REMAIN IN SERVICE ANDPROTECT THEM AGAINST ANY DAMAGE DURINGSELECTIVE DEMOLITION OPERATIONS.

REMOVE & TRANSPORT DEBRIS IN A MANNER THATWILL PREVENT SPILLAGE ON ADJACENT SURFACESAND AREAS.

N

PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED MATERIAL TOACCUMULATE ON SITE. TRANSPORT DEMOLISHEDMATERIALS OFF OWNERS PROPERTY ANDLEGALLY DISPOSE OF THEM.

O

P

Q

GC TO VERIFY ALL DIMENSIONS AND LOCATIONSPRIOR TO DEMOLITION.

REMOVE ALL ABANDONED CONDUIT AND WIRINGBACK TO EXISTING PANELS.

CONTRACTOR SHALL PROVIDE SHORING PRIOR TOWALL DEMOLITION AND/OR WHERE REQUIRED.

IF EXISTING CONDITIONS DIFFER, NOTIFYCONSTRUCTION MANAGER AND ARCHITECT OFANY DISCREPANCY IMMEDIATELY.

GC TO VERIFY CONDITION AND CONSTRUCTION OFFOUNDATION PRIOR TO TRENCHING. NOTIFYCONSTRUCTION MANAGER AND ARCHITECT WITHDISCREPANCIES.

DO NOT SCALE DRAWINGS.

M

REVISION SCHEDULEREV DATE BY DESCRIPTION

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EXISTING WALLS

NEW WALLS

2' -

7 1

/4"

11' -

2 1

/2"

18' -

0 1

/4"

19' -

7"

24' -

11

1/2"

3' -

0 3

/4"

3' -

11

1/2"

8' -

6"

2' - 7 1/4"

13' - 1 3/4"

6' - 11 1/2"

11' - 5"

15' - 1 1/4"

33' - 3 3/4"

47' - 5"

50' - 3 1/4"

22' - 11"

36' - 11"

40' - 4"

9' -

8 1

/4"

9' -

10

1/2"

11' -

0 1

/4"

1 21 2

1 2

1 2

1 2

2 4

2 4

1 2

2 6

3

3

3

5

7

SALES

SEATING

SEATING

DRIVE-THRU

BACKBARWORKROOM

WOMEN'SRESTROOM

MEN'SRESTROOM

VESTIBULE

DIMENSION START POINTAT EXISTING SHELL WALL

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

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PENETRATION PLAN

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-112

11108.034

DE

NT

ON

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 ASOUTLINES ON THIS PLAN). REFER TOCONSTRUCTION PLAN FOR 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.

EXISTING HOSE BIB.

G

H

4

5

MOP SINK. REFER TO PLUMBING SHEETS.6

REFER TO PLUMBING SHEETS FOR SPECIFICATIONSOF PLUMBING FIXTURES AND SCHEDULES.

J

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

N

NEW HOSE BIB PROVIDED BY LANDLORD AT18" AFF. REFER TO PLUMBING SHEETS.

7

REVISION SCHEDULEREV DATE BY DESCRIPTION

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NEW PARTIAL HEIGHT WALL

EXISTING WALL

EXISTING COLUMN

NEW HEAVY GAUGE WALL

WALL TYPE INDICATOR.

DOOR TAG

XX

XXXX

NEW FULL HEIGHT WALL

NEW FULL HEIGHT WALL

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 200 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 UPPERCASEWORK

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 BARISTAAT DRIVE THRU WINDOW

1

1

1 10086

x0900

x0900

10190

10190

1

1

BACKBAR

SALES

SEATING

DRIVE-THRU

MEN'SRESTROOM

VESTIBULE

WOMEN'SRESTROOM

WORKROOM

2

2

2

3

4

4

4

5 TYP.

6

6

A

B

B

C

D

D

E

E

F

H

G

G

1

110

10

24

8

8

8

8

8 8 8

2

5 5

6

6

7

4

4

4

3

8

8

9

3

10

1

20' -

10

1/4"

8' -

3"

5' -

4 3

/4"

7' -

11

1/4"

15' -

9 1

/4"

6' - 0" 2' - 9" 7' - 2 1/2" 22' - 0 3/4" 16' - 10 1/2"

7' -

5 1

/2"

1' -

2"

3' -

0 1

/4"

1' -

1"

8' -

7 1

/2"

2' -

5 1

/4"

8' -

9"

5' -

1"

4' -

1"

10 1

/4"

14' -

2 1

/4"

14' -

2 1

/4"

4' - 0" AFF

2

2

A-5017

5

I-4019

4' - 3 1/4" 4' - 9"

2' -

3"

A-5048

EQ EQ EQ EQ

2' -

6"

5"3'

- 0

"3'

- 7

1/4

"

1' - 4"

8

3

2' -

7"

4' -

5 1

/2"

1 1/

2"

9

NO

RACECURB

SLM.

0 5 71 3

R

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IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

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FLOOR PLAN

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-120

11108.034

DE

NT

ON

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/ RESTROOM/DRIVE THRU WETSIDE WALLS.

6

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-602 FOR WINDOW/DOOR TYPES,DETAILS AND SCHEDULES.

GENERAL NOTES:

WALL LEGEND KEY:

SWITCH AT RESTROOM AND WORKROOM DOORS.REFER TO ELECTRICAL SHEETS.

RECEPTACLES AT SEATING AT 18" AFF.COORDINATE WITH STARBUCKS CM. REFER TOELECTRICAL 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:

RELOCATED DOOR WITH NEW HARDWARE

H REFER TO A-501 FOR WALL TYPES

REFER TO DESIGN SPECIFICATIONSSHEET(S) FOR LEED COMPLIANCEINFORMATION.

NScale: 1/4" = 1'-0"1 _FLOOR PLAN

REVISION SCHEDULEREV DATE BY DESCRIPTION

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NL

NL

NL

4' -

0"

6' - 4 3/4"

1' -

2"

7' -

0"

7' -

8"

1' -

6"

6' -

7"

21' - 6"11' - 10"

1' - 6"

1' -

6"

1' - 6"

1' -

6"

SOFFITSOFFIT10' - 0" AFF 9' - 6" AFF 10' - 0" AFF

10' - 0" AFF

9' - 0" AFF

10' - 0" AFF 9' - 0" AFF12' - 0" AFF

8' - 6" AFF

11302

11302

VINYL ACT

VINYL ACTVINYL ACT

11302 P544-SGP544-SG

P551-SG

P551-SGP543-ES11393ACT

155

6

6

6

10

1 4

4

3 31

GWB

GWB

GWBGWB12' - 0" AFFACT11393

9

9

11

11

2

2

16

12

7

10017(3)

13

14

4 1 4

1

4

4

8

HEADER

GWB8'-0" AFF

P551-ES

BACKBAR

SEATING

DRIVE-THRU

WORKROOM

MEN'SRESTROOM

WOMEN'SRESTROOM

VESTIBULESALES

ACT START POINT

ACT STARTPOINT

14

ACT START POINT

A-5021

OPEN OPEN

GWB

A-1052

41

17

17

17

13157

4

18

18

1' -

6"

2' - 6"

1' - 6"

2' -

6"1717

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

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REFLECTED CEILINGPLAN

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-121

11108.034

DE

NT

ON

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 SUPRESSION 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 FOR REVEAL.MATCH CEILING 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.

DO NOT SCALE DRAWINGS.

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.

RESTROOM EXHAUST FAN.

5

6

7

8

G

H

J

K

MUSIC SPEAKERS TO BE MOUNTED AT 8'-6" AFFMAXIMUM.

3

N

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-122L

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. REFERTO MECHANICAL SHEETS.

10

REMOTE TEMPERATURE SENSOR AT 60" AFF. REFERTO MECHANICAL SHEETS.

11

12

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

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

BACKBAR UPPER CUBBIES15

13

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

14

ILLUMINATED LOGO SIGN. REFER TO ELEVATIONSHEETS FOR MORE INFORMATION.16

DT QUEUE CAMERA

WATER HEATER SHELF. CEILING OPEN ABOVE.

WATER HEATER ABOVE.

DUPLEX OUTLET CENTERED ABOVE STOREFRONT.REFER TO ELECTRICAL SHEETS.

17

CEILING FAN AT TRELLIS. REFER TO ELECTRICALSHEETS.

18

REVISION SCHEDULEREV DATE BY DESCRIPTION

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10' -

8 3

/4"

4' - 4"

8"

2' - 6 1/2" 4' - 10" 4' - 11" 4' - 10" 2' - 6 1/2"

2' - 4 1/4"

1' - 2"

1' - 2"

OPEN

EQ

EQ

EQ EQ

VESTIBULE

WOMEN'SRESTROOM

MEN'SRESTROOM

WORKROOM

SALESSEATING

SEATING

BACKBARDRIVE-THRU

2' -

9"

NL

NL

NL

5' -

4"

4' -

7"

8"

4

1

TYP.

TYP.

2

TYP.

5 TYP.3

TYP.

6

14

7

8TYP.

9

9

9

9

1111 12

11

11

11

11 11 11 11

1313

5

2

2 2

10

10

2' - 6" 3' - 0" 2' - 6"

OPEN

2' -

0"

14A-1052

4' -

6"

A-5021

x0600

EQ

EQ

TYP

2' - 0" 3' - 6" 2' - 0"

EQ

3' -

0"

EQ

EQ EQ

TYPx0600

15

15

1616

16

16

16

16

16

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

LIGHTING PLAN

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-122

11108.034

DE

NT

ON

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

DO NOT SCALE DRAWINGS.

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

LOGO SIGN. REFER TO ELECTRICAL SHEETS

3

2 x 4 LIGHT FIXTURE. REFER TO ELECTRICALSHEETS.

5" RECESSED DOWN LIGHT. REFER TO ELECTRICALSHEETS.

DECORATIVE PENDANT LIGHTS SUSPENDED AT6'-8" AFF. REFER TO ELECTRICAL SHEETS.

DECORATIVE LIGHTS SUSPENDED AT 6'-8" AFF.REFER TO ELECTRICAL SHEETS.

TRACK LIGHTS MOUNTED TO CEILING. REFER TOELECTRICAL SHEETS.

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

9

UNDER COUNTER TASK LIGHTS AT BACKBAR UPPERCUBBIES. SPACE FIXTURES EVENLY ACROSSBACKBAR UPPER CUBBIES. REFER TO ELECTRICALSHEETS.

10

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

CENTER EMERGENCY/EXIT SIGNS ABOVEOPENINGS/ DOORS.

11

12

GALL LIGHT FIXTURE LAMPS ABOVE THE BACKBARAND FRONTBAR TO BE SHATTERPROOF.

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

JLIGHT FIXTURES IN ACT TO BE CENTERED IN TILE,UON.

DRIVE THRU QUEUE CAMERA. COORDINATE EXACTLOCATION WITH STARBUCKS CM.

EXISTING BUILDING MOUNTED LIGHT FIXTURE BYLANDLORD TO REMAIN.

KREFER TO ELECTRICAL SHEETS FOR SPECIFICATIONSAND SCHEDULES.

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

4" RECESSED DOWN LIGHT. REFER TO ELECTRICALSHEETS.

13 NEW EXTERIOR SCONCE LIGHT BT LANDLORD.

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

SCONCE LIGHT AT 6'-9" AFF. REFER TO ELECTRICALSHEETS.

15 EXTERIOR WEATHER-PROOF CEILING FANSUSPENDED FROM BOTTOM OF TRELLS @ 7'-0" AFF.REFER TO ELECTRICAL SHEETS.

15 EXTERIOR WEATHER-PROOF CEILING FANSUSPENDED FROM BOTTOM OF TRELLS @ 7'-0" AFF.REFER TO ELECTRICAL SHEETS.

16 DUAL HEAD EMERGENCY LIGHT FIXTURE.

REVISION SCHEDULEREV DATE BY DESCRIPTION

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B.O. AWNING/T.O.STOREFRONT

10' - 0"

FINISHED FLOOR0' - 0"

T.O. PARAPET23' - 6"

B.O. TRELLIS8' - 7"

11

2 4

5

5 5 5

7 383

9 99 9

8

5

1

3

3

888

8

12

13162

EQ EQ

4' -

0"

###

A-6032

A-6033

B.O. AWNING/T.O.STOREFRONT

10' - 0"

FINISHED FLOOR0' - 0"

T.O. PARAPET23' - 6"

7

55

8

8

9

10

42

5

31

3

6

9

42

###13

x0700

11169

EQ EQ

5' -

6"

7' -

6"

9

A-6031

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

EXTERIORELEVATIONS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-201

11108.034

DE

NT

ON

13057

GENERAL NOTES:

KEYED NOTES:

A REFER TO I-601 FOR SCHEDULES.

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.

EGC 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.

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

GGC TO CLEAN, PATCH, AND REPAIR EXISTINGEXTERIOR AS REQUIRED.

1 PROVIDE 3" HIGH BLACK ACRYLIC STORE ADDRESSON GLAZING.

2

4

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.

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

5 EXISTING AWNINGS.

6

7 NEW STOREFRONT DOOR BY LANDLORD.

8 EXISTING STOREFRONT

9 EXISTING BUILDING MOUNTED LIGHT FIXTURES.

11

10

TRELLIS ENGINEERED BY VENDOR. GC TOCOORDINATE WITH STARBUCKS CM.

NEW HOSE BIB TO BE PROVIDED BY LANDLORD.REFER TO PLUMBING SHEETS.

NEW STOREFRONT BY LANDLORD.

MUSIC SPEAKER

12

13

BIKE RACK BY LANDLORD

LOGO DISK

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

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

REVISION SCHEDULEREV DATE BY DESCRIPTION

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B.O. AWNING/T.O.STOREFRONT

10' - 0"

FINISHED FLOOR0' - 0"

T.O. PARAPET23' - 6"

18

2

16

19

2 172

1

14

15

10

9 9

B.O. AWNING/T.O.STOREFRONT

10' - 0"

FINISHED FLOOR0' - 0"

T.O. PARAPET23' - 6"

1110

9

12

7 7

9

8

6

2 4

3

9

5

5

2 4

13

17

1 2

2

18

16

14

13162

11169

7' -

0"

1' - 6" 8 1/2"

12' -

0"

4' -

0"

EQ EQ

6' -

6"

8' - 0"

2

201

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETAT

S

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

Y D

R.,

SU

ITE

14 0

0D

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TO

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X 7

6210

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EXTERIORELEVATIONS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-202

11108.034

DE

NT

ON

13057

GENERAL NOTES:

KEYED NOTES:

A REFER TO I-601 FOR SCHEDULES.

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.

EGC 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.

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

GGC TO CLEAN, PATCH, AND REPAIR EXISTINGEXTERIOR AS REQUIRED.

1

2

4

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.

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

5 EXISTING AWNINGS.

6NEW DRIVE-THRU CANOPY TO MATCH EXISTINGBUILDING CANOPIES TO BE PROVIDED BY LANDLORD.

7

8

9 EXISTING BUILDING MOUNTED LIGHT FIXTURES.

11EXISTING SCUPPER. WATER DRAINAGE TO BE RE-ROUTED AWAY FROM DRIVE THRU WINDOW VIADOWNSPOUT TBD BY LANDLORD.

12 DRIVE THRU CAMERA AT 12'-0" AFF.

EXISTING HOSE BIB BY LANDLORD.

10 EXISTING OVERFLOW SCUPPER

NEW DRIVE-THRU SCONCE LIGHT. REFER TOELECTRICAL SHEETS.

TRELLIS ENGINEERED BY VENDOR. GC TOCOORDINATE WITH STARBUCKS CM.

13 THANK YOU/EXIT ONLY SIGN.

14 EXISTING SCREEN WALL BY LANDLORD.

15 EXISTING ROOF LADDER BY LANDLORD.

16

MENU BOARD.

SPEAKER POST.

17 PRE-MENU BOARD.

18 CLEARANCE BAR.

19 BOLLARD.

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

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

REVISION SCHEDULEREV DATE BY DESCRIPTION1 02/08/12 EC LEED, TAS, AND CITY

COMMENTS

20 EXISTING DRIVE-THRU AIR CURTAIN TO REMAIN.

1

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TYPE A TYPE B CTYPE

1

2

3

4

5

7

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 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.45 DEGREE MTL STUD BRACING @ 48" O.C. ABOVECEILING LINE TO STRUCTURE ABOVE.

4 7/

8"

NEW HEAVY GAUGE WALL TO DECK

DOUBLED 16 GA. 6" OR 3 5/8" MTL STUDS @ 8" O.C.MAX WITH 5/8" TYPE 'X' GWB ON WORKROOM SIDETO DECK. SECURE TO STUDS WITH DRYWALLSCREWS @ 12" O.C. 45 DEGREE MTL STUDBRACING @ 48" O.C. ABOVE CEILING LINE TOSTRUCTURE ABOVE. 5/8" TILE BACKER BOARD ONREVERSE SIDE WHERE APPLIES, REFER TO WATERFILTER/MOP SINK PLAN ON A-504.

6

VA

RIE

S

NEW PARTITION WALL TO 6" ABOVECEILING WITH TILE BACKER BOARDON ONE SIDE20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" TILEBACKER BOARD ON WET SIDE, 5/8" GWB ON THEOTHER SIDE TO MIN. 6" ABOVE CEILING. DRYWALLSCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C.AT INTERMEDIATE SUPPORTS. 45 DEGREE MTL STUDBRACING @ 48" O.C. ABOVE CEILING LINE TOSTRUCTURE ABOVE.

4 7/

8"

WALL TYPES

NEW PLUMBING WALL TO 6" ABOVECEILING WITH TILE BACKER BOARDONE SIDE20 GA. 6" MTL STUDS 16" O.C. MIN. 6" ABOVECEILING. SECURE TO STUDS WITH DRYWALLSCREWS @ 10" O.C. AT PANEL EDGES AND 12" O.C.AT INTERMEDIATE SUPPORTS.

6 3/

4"

NEW PARTIAL HEIGHT WALL

4 7/

8"

20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" GWB ONBOTH SIDES. SECURE GWB TO STUDS WITHDRYWALL SCREWS @ 12" O.C. REFER TO FLOORPLAN.

NEW PLUMBING WALL TO 6" ABOVECEILING

7 1/

4"20 GA. 6" MTL STUDS 16" O.C. 5/8" GWB ON ONE SIDETO MIN. 6" ABOVE CEILING. SECURE TO STUDS WITHDRYWALL SCREWS @ 10" O.C. AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS.

8 NEW FURRED WALL TO 6" ABOVECEILING20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" GWBON ONE SIDE TO MIN. 6" ABOVE CEILING. SECUREGWB TO STUDS WITH DRYWALL SCREWS @ 12"O.C. 45 DEGREE MTL STUD BRACING @ 48" O.C.ABOVE CEILING LINE TO STRUCTURE ABOVE.

9 NEW PARTITION WALL TO 6" ABOVECEILING20 GA. 3 5/8" MTL STUDS 16" O.C. WITH 5/8" GWB ONBOTH SIDES TO MIN. 6" ABOVE CEILING. SECUREGWB TO STUDS WITH DRYWALL SCREWS @ 12"O.C. 45 DEGREE MTL STUD BRACING @ 48" O.C.ABOVE CEILING LINE TO STRUCTURE ABOVE.

4 7/

8"

10

4 1/

4"

NEW PARTITION WALL TO 6" ABOVECEILING WITH TILE BACKER BOARDONE SIDE20 GA. 3 5/8" MTL STUDS 16" O.C. TILE BACKERBOARD ON RESTROOM/BACKBAR SIDE, TO MIN. 6"ABOVE CEILING. DRYWALL SCREWS @ 12" O.C. 45DEGREE MTL STUD BRACING @ 48" O.C. ABOVECEILING LINE TO STRUCTURE ABOVE.

4 1/

4"

8" MIN.DEEPER IFREQUIRED.

MIN. 18 GA. MTLSTUDS FACINGOPPOSITEDIRECTIONS TOALLOW MOUNTINGPLATE ATTACHMENT

RE

FE

R T

O T

YP

ICA

LM

OU

NT

ING

HE

IGH

TS

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

RE

FE

R T

O T

YP

ICA

LM

OU

NT

ING

HE

IGH

TS

MTL. WALLSTUDS

3 5/8" MIN.DEEPER IFREQUIRED

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

RE

FE

R T

O T

YP

ICA

LM

OU

NT

ING

HE

IGH

TS

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

METAL STUDS (PER WALLTYPE) @ 16" O.C. TOUNDERSIDE OF STRUCTUREOR TO UNDERSIDE OFEXISTING SOFFIT ORCEILING. METAL STUDS TOMEET ICBO#17P OR EQUAL.

SECTION @ FLOOR

NAIL STUD RUNNER TOFLOOR WITH HILTI NKFASTENERS, 1-1/8"MINIMUM PENETRATION@ 32" O.C., MAXIMUM.ICBO# 2388

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 AS SPECIFIEDON RCP

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 UNDERSIDEOF EXISTING SOFFIT ORCEILING. METAL STUDS TOMEET ICBO#1715P OR EQUAL.

NAIL STUD RUNNER TOFLOOR WITH HILTI NKFASTENERS, 1-1/8"MINIMUM PENETRATIONAT 32" O.C., MAXIMUM.ICBO# 2388.

EXISTINGCONCRETE SLAB

EXISTINGROOF STRUCTURE

20ga. 3-5/8" MTL STUD BRACING @48" O.C. ATTACH TO PARTITIONFRAMING WITH 3/8" PAN HEADTYPE 'S' SCREWS. 45 DEGREELATERAL BRACING TOSTRUCTURE, ALTERNATE SIDES.DO NOT ATTACH 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"

2X6 BLOCKING

FASTENS TO WALL

FASTENS TO CUBBY

GYP. BD. WALL

3"

3"

50°

3/4"

BACKBAR TILE @ EXPOSEDWALL SURFACE BETWEENBASE OF STORAGE CUBBBYAND 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)

NOTES

1

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 STORAGEOVER AND ABOVE THE CASEWORK ITSELF.

5

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

6

I-5021 NOMINAL HARDWOOD WMV

CAP CLEAR FINISH, PROVIDEDBY CASEWORK VENDORINSTALLED BY GC, GLUED TO1/4" REVEAL.

1/4" WOOD REVEAL,PAINT BLACK

5/8" GWB, TYPE "X"OVER MTL. STUDS,FINISH PER INTERIORELEVATION CALL-OUT

1/4"

VARIES

3/4"

1/4"

3/8" DIA X 4" EXPANSION BOLT (ATCONCRETE SLAB) OR LAG BOLTINTO SOLID BLOCKING (AT WOODFRAMING)

5/8" GWBOVER METALSTUDS (TYP)

3 5/8" METAL STUDSECURED TO ANGLEWITH 12ga SELF-TAPPING SHEET MTLSCREWS AT 12" OC(TYP)

2" X 2" X 3/16" STEEL ANGLEWELDED TO PLATE BELOW.HEIGHT OF ANGLE NO LESS THAN4" BELOW HEIGHT OF TOP PLATEABOVE

2 1/2" X 6" X 1/4" STEELPLATE WITH (4) 1/16"DIA HOLES

NOTE: INSTALL (1) BRACE AT EACH END OF FREESTANDING WALL AND AT 4'--0" OC THEREAFTER.

1/2" 1/2"

6"

1/2"

1/2"2

1/2"

2 3/4"

NO

RACECURB

SLM.

0 5 71 3

R

TCET

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OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

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CONSTRUCTIONDETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-501

11108.034

DE

NT

ON

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: 6" = 1'-0"4 FRENCH CLEAT DETAIL

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

Scale: 3" = 1'-0"6 LOW WALL WOOD CAP

Scale: 3" = 1'-0"7 LOW WALL BRACE DETAIL

REVISION SCHEDULEREV DATE BY DESCRIPTION

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MIN

.

6"

MIN

.

6"

REFER TO 5/A-503 FOR ATTACHMENT TO STRUCTURE

12' - 0" AFF

9' - 6" AFF

10' - 0" AFF

ACT CEILING

5/8" TYPE 'X'GWB, TYP.

3 5/8" 20ga MTL STUDS@ 16" O.C. MAX, TYP.

NEW FULLHEIGHT WALL

3 5/8" 20ga MTL STUDSDIAGONAL BRACING @48" O.C., TYP.

GWB WALL BEYOND,FINISH PER INTERIORELEVATIONS

RECESSEDDOWNLIGHTS,TYP.

ACT CEILING

NEW FULLHEIGHT WALL

EMERGENCYLIGHT

MIN

.

6"

MIN

.

6"

ACT CEILING

5/8" TYPE 'X'GWB, TYP.

3 5/8" 20ga MTL STUDS@ 16" O.C. MAX, TYP.

3 5/8" 20ga MTL STUDSDIAGONAL BRACING @48" O.C., TYP.

PENDANTLIGHT, TYP.

ACT CEILING

PAINTED GWBSOFFIT BEYOND

10' - 0" AFF

9' - 6" AFF

8' - 6" AFF

12' - 0" AFF

LINE OF SOFFITBEYOND

REFER TO 4/A-503 FOR ATTACHMENT TO STRUCTURE

3

A-502

1

A-503

2

A-502

1' - 11" 2' - 8" 2' - 8" 2' - 8" 1' - 11"

EQ

EQ

1' -

9"

1' -

9"

1' -

9"

1' -

9"

1' -

8 3

/4"

RECESSED DOWNLIGHT, TYP.

PENDANT LIGHT, TYP.

RECESSED DOWNLIGHT, TYP.SUPPLY DIFFUSER, TYP.RETURN DIFFUSER, TYP.

2' -

9"

11' - 9"

1' - 6" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

EQ

EQ

8' - 6" AFF

9' - 6" AFF

9' - 6" AFF

12' - 0" AFF

10' - 0" AFF

7' -

10

3/4"

3' -

9"

2' -

10"

4' - 8" 11' - 10" 21' - 6"

2' -

10"

4' -

4"

3' -

6 3

/4"

3' -

0 1

/4"

ALIGN

ALIGN

8"8"

TRACK LIGHTS MOUNTEDTO CEILING, TYP.

2' - 0"

1' - 6"

EQ

EQ

2' - 9" 4' - 9"

EMERGENCY LIGHT, TYP.

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

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CEILING ANDLIGHTING DETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-502

11108.034

DE

NT

ON

13057

Scale: 1" = 1'-0"2 SECTION @ DT SOFFIT

Scale: 1" = 1'-0"3 SECTION @ BARISTA SOFFIT

Scale: 1/2" = 1'-0"1 _ENLARGED CEILING PLAN

REVISION SCHEDULEREV DATE BY DESCRIPTION

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COMPRESSION STRUT SIZE

C O M P R E S S I O N S T R U T G U I D E L I N E S

MAX.

MAX.

MAX.

MAX.

2" MAX. FROM BRACINGWIRES TO CROSS TEES

MAIN RUNNER @4'-0" O.C.

1" DIAMETER CONDUIT (EMT) 10'-0"

11'-6"

15'-0"

VERTICALCOMPRESSION STRUT

MAXIMUM LENGTH

8'-6"

SHIM AS NEEDED

CROSS TEE @ 2'-0" O.C.OR 1'-0" O.C. AS SHOWN

SINGLE 2 1/2 " x 20 GAUGE METAL STUD (I MIN. = 0.18")

3/4 " DIAMETER CONDUIT

12 GA HANGER WIRE @48" O.C. EA. WAY TO BEATTACHED @ MAX OF45 DEGREES, MIN OF 4TIGHT TURNS IN 1 1/2 "@ BOTH SIDES OF ALLBRACING WIRE TYP.

BACK-TO-BACK 2 1/2 " x 20 GAUGE METAL STUDSCREWED TOGETHER @ 24" O.C.

45°

45° 45°

45°

PROTOTYPICAL

(2) 6" 20ga. MTL.STUDS

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

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

CORNER BEAD @OUTSIDE CORNERS, TYP.

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

4 3/4"3 5/8 " 20ga.MTL. TRACK,TYP

EXISTING ROOFSHEATHING

BOTTOM CHORDOF STEEL 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

MIN

.

6"

MIN

.

6"

REFER TO 4/A-503 FOR ATTACHMENT TO STRUCTURE

ACT CEILING

5/8" TYPE 'X'GWB, TYP.

3 5/8" 20ga MTL STUDS@ 16" O.C. MAX, TYP.

3 5/8" 20ga MTL STUDSDIAGONAL BRACING @48" O.C., TYP.

RECESSEDDOWNLIGHT, TYP.

PAINTED GWBSOFFIT BEYOND

ACT CEILING

PAINTED GWBSOFFIT BEYOND

12' - 0" AFF

8' - 6" AFF

9' - 6" AFF

10' - 0" AFF

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

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CEILING & LIGHTINGDETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-503

11108.034

DE

NT

ON

13057

Scale: 1/4" = 1'-0"2 T BAR CEILING DETAIL

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

Scale: 1 1/2" = 1'-0"4 BULKHEAD WALL ATTACHMENT DETAIL

Scale: 1 1/2" = 1'-0"5 BULKHEAD WALL ATTACHMENT DETAIL

Scale: 1" = 1'-0"1 SECTION @ POS SOFFIT

REVISION SCHEDULEREV DATE BY DESCRIPTION

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CL

CLICK-SANCHEMICAL

CLICK-WASHCHEMICAL

SECURE TUBINGW/ ZIP-TIES

DIRTYDRAINBOARD 3-COMP SINK

CLICK-SAN/WASHDISPENSER

ALIGN BOTTOM OFDISPENSER W/ TOP OFCHEMICAL CONTAINERBRACKETS, TYPICAL

4"x3" TESTSTRIP BOX

CLEANDRAINBOARD

SANITIZER ALWAYSON RH 'CLEAN' SIDE

-MOUNT CLICK-SAN/WASH EQUIPMENT TO WALL ABOVE THE "DIRTY" SIDE OF THE SINK ONLY.

-SECURE TUBING TO WALL ABOVE SINK BACKSPLASH WITH ZIP-TIES.

-MOUNT TEST STRIP BOX TO WALL OVER THE "CLEAN" DRAINBOARD.

DIRTY CLEAN

HOBART

11"5 1/2"

5"

4' -

11"

24' WIRE SHELF KIT-POSITION OVERSINK DRAINBOARDS

KEEP

BACKWALL

CLEAR

HOBART

SANITIZER

WORKROOM COMPARTMENTSINK

4' -

6"

2' - 10"

1' - 11"

2' -

5"

BUTYL RUBBER CAULK

16 GA. MTL.STUD

5/8 " GWB5/8 " GWB

FRP

TUB

NOTE:BOTTOM TWO SHELVESARE INSTALLED w/BRACKETS DOWN

CHATSWORTH PRODUCTS#40074-500 SINGLE-SIDEDSHELF, TYP.

CHATSWORTH PRODUCTS#1532 1-5 24 HEAVY DUTYWALL-MOUNT EQUIPMENTRACK

84"H x 24"W x 3/4 "DPAINTED A/C PLYWOODBACKER BOARD

11"

9"1'

- 4

"6

1/2"

KADET-AF CLEANERCHEMICAL-MOUNT BRACKET ON CENTER W/ BOTTOM OF CLEANER DISPENSER

KADET-AF CLEANERDISPENSER-MOUNT TO BACK WALL OF MOP SINK SURROUND

FAUCET

FRESH WATERHOSE

MOP SINKBASIN

1"4'

- 9

"

1' - 6"

SHELVINGSECUREDTO SOLIDBLOCKING

2' X 7' PLYWOODBACK PANEL

RA

CK

, RE

F. 4

/A-5

03

MIN. CLR.

6' -

1 1

/2"

6"

2' - 0"

2' - 6"2' - 6"

4' -

0"

3' -

8"

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' - 3"

8"

9

A-504

A-50411

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

1/2 " CEMENTITIOUS BACKERBOARD ON 3/4 " PLYWOODFLOOR W/ #6 SCREWS @ 6"O.C., W/ FRP.

(3) #12 X 2" HEXHEAD SCEWS. TYP2 SIDES

SIMPSON L 50CLIP, TYP 2 SIDES

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

6" 6 GA TSB TRACKTYP 2 SIDES, TYP.

(2) 3 5/8" 16 GA METALSTUDS @ 8" O.C. TOSTRUCTURE @ WATERHEATER SHELF

GC TO ANCHORSHELF TO EXISTINGWALL (WHEN APPLICABLE)

5'-10" AFFB.O. FRAMING

REFER TO PLAN

7

A-504

10

A-504

REFER TO PLAN

EXISTINGDEMISING WALL

REFER TO 3 & 5/ A-501FOR SHELF STRUCTURE

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 @ 8O.C. WITH 4 1/2 X 12 PANHEADSHT MTL SCREWS WITHWASHERS. ALIGN JOISTSWITH HWH "FEET", TYP

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

REFER TO PLAN

7

A-504

9

A-504

REFER TO PLAN

EXISTINGDEMISING WALL

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

5/8 " WATERRESISTANT GYP.BD.

5'-10" AFFBOT OF FRAMING

FRP

FRP

FRPSTAINLESSSTEEL METALCORNER GUARD

1/2 " CEMENTITIOUS BACKERBOARD ON 3/4 " PLYWOODFLOOR W/ #6 SCREWS @ 6"O.C., W/ FRP.

3'-8" 4 7/8" 4'-4 1/8"

2' -

3"

EXISTING DEMISING WALL

RESTROOM WALL AS SCHEDULED

(2) 3 5/8" 16ga MTL STUD, TYP

(2) 6" 16ga MTL JOIST, TYP

A-504

12

(2) 6" 16ga MTLSTUD, TYP

LINE OF WORKROOMCEILING

RO STORAGETANK

PREFILTER

FILTRATION SYSTEM-MOUNT PER LOCALCODE

BRINE TANK

TWIN WATERSOFTENERS

WATERHEATER

2' -

0"

1' -

0"

1' -

4"

KEEPCLE

AR @

BACKWALL

FAUCET

HOSE CLIP

MOP SINK

MOP HOLDER

10' -

0"

DRIP PAN, DRAINTO SINK BELOW

SHELF, FRP ALL FACES

1 1/2" 16ga STRAP ORELECTRICAL CONDUIT

ANCHOR TO WALL WITHMINIMUM (4) 5/16" x 3 1/2"

LAG BOLTS

5' -

10"

KEEP AREA CLEAR FORCLICK-SAN DISPENCER. SEE

5/ A-504 FOR MOREINFORMATION

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

MISCELLANEOUSDETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-504

11108.034

DE

NT

ON

13057

Scale: 3/8" = 1'-0"1 CLICK-SAN/WASH INSTALL

Scale: 3/8" = 1'-0"2 ELEV @ WORKROOM SINK

Scale: 1/4" = 1'-0"3 FRP @ MOP SINK

Scale: 1/2" = 1'-0"4 INTERACTIVE EQUIPMENT RACK

Scale: 1/2" = 1'-0"5 MO75 KADET MOUNTING

Scale: 3/8" = 1'-0"6 MANAGER'S DESK DETAIL

Scale: 1/2" = 1'-0"7 WATER HEATER SHELF

Scale: 1/2" = 1'-0"9 WATER HEATER SHELF

Scale: 1/2" = 1'-0"10 WATER HEATER SHELF

Scale: 3" = 1'-0"11 SHELF EDGE DETAIL

Scale: 1/2" = 1'-0"8 WATER FILTER / MOP SINK PLAN

Scale: 3/4" = 1'-0"12 ELEVATION @ WATER FILTER / MOP SINK

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 19: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

C L

C L

C L

CLCL

Type B Type CType A

Door Hardware Set No. 2 Aluminum SingleNo. Item Description Manufacturer Finish1 Securing Devices MS1850S Deadbolt Adams Rite2 Securing Devices FALA100C 7 Pin Core Combinated “A” Keyway Falcon Lock 6261 Securing Devices FALA100CCK Cut Control Key “A” Keyway Falcon Lock9 Securing Devices FALA100CUK Cut User Key “A” Keyway Falcon Lock2 Securing Devices LN2049 Mortise Cyl. Shell 7 Pin W/Ar Cam S.Chrome 26D2 Securing Devices LN2053 Adjustable Ring, Mortise Cyl. 5/16-13/32 S.Chrome 26D1 Operating Trim ROC108 Door Pull Handle 108XUS32D Rockwood 32D1 Closing Devices Dorma8916 Door Closer 8916 AF89P AL Dorma1 Stops and Holders ROC473 Door Stop W/Hook Rockwood1 Accessories BBW442 Sign “This door to remain unlocked” BBW

Door Hardware Set No. 6 Restroom, PrivacyNo. Item Description Manufacturer Finish3 Hanging Devices STAFBB179 Door Hinge 4.5x4.5 Stanley Hardware1 Securing Devices (active leaf) PB5425LN Lock, Shallow Coin Turn,

Privacy PB5425LN-693-497-1 ¾-626 Yale Lock 6261 Closing Devices DORMA8916 Door Closer 8916 AF89P AL Dorma2 Protective Trim Units ROCJ102 Kickplate 10x34 Rockwood3 Stops and Holders GJ64 Rubber Silencer Glenn Johnson1 Stops and Holders ROC473 Door Stop W/Hook Rockwood

Door Hardware Set No. 11 Workroom Door, @ BackbarNo. Item Description Manufacturer Finish1 Eliason Door Packaged with Hardware Eliason

WOMEN

KICK PLATE

EQ. EQ. 9"

11"

3' -

2"

PU

SH

PLA

TE

S,

HA

ND

LES

AN

DP

US

H B

AR

S

DE

AD

BO

LTS

VIE

WE

RS

/SIG

NA

GE

4' -

0" 5' -

0"

(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 3/4"

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

DOUBLE-RABBETEDMETAL FRAME

1 X WOOD BLOCKING

4 3/

4"

DOUBLE-RABBETEDMETAL FRAME

1 X WOOD BLOCKING

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

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

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

(2) 6" 20ga. MTL.STUDS 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

DOUBLE-ACTINGMETAL FRAME

1 X WOODBLOCKING

7 1/4"

7 1/

4"

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

(2) 6" 20ga. MTL.STUDS

DOUBLE-ACTINGMETAL FRAME

1 X WOOD BLOCKING

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

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETAT

S

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

Y D

R.,

SU

ITE

14 0

0D

EN

TO

N, T

X 7

6210

C:\U

sers

\eco

nana

n\D

ocum

ents

\CO

NA

NA

N\C

ON

AN

AN

RE

VIT

LO

CA

L\11

108\

1110

8.03

4_R

ayzo

r R

anch

_ED

C7\

1110

8.03

4_R

AY

ZO

R R

AN

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_A_2

009_

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C7.

rvt

DOOR DETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-602

11108.034

DE

NT

ON

13057

DOOR TYPES DOOR LEGEND

DOOR NOTES1. ALL DOORS TO PROVIDE 32" MIN. CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION, UON.

2. FALCON LOCK CORE(S) TO BE INSTALLED ON THE DAY OF TURNOVER.

3. PAINT FINISH FOR WORKROOM DOORS: MASK OFF STAINLESS KICK AND PUSH PLATES, WASH PHENOLICSURFACE WITH A DETERGENT/DEGREASER, SAND 22O GRIT PAPER, TACK, AND PAINT WITH 2 COATS OFSEMI-GLOSS LATEX ENAMEL. PAINT TO MATCH BACK WALL.

4. INTERIOR WOOD DOORS SHOULD CONTAIN NO ADDED UREA FORMALDEHYDE.

5. A READILY VISIBLE DURABLE SIGN SHALL BE POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOORSTATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE LETTERS SHALL BE INLETTERS 1 INCH (25 mm) HIGH ON A CONTRASTING BACKGROUND.

CONSTRUCTION:SC = SOLID COREHM = HOLLOW METALAL = ALUMINUM STOREFRONTWD = WOOD STOREFRONTE = EXISTING

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 SCHEDULE

DOOR SCHEDULEDesign ID Count Old Tag(s) Width Height Description Frame Type Frame Material Door Type Door Material Hardware Set Rating Comments Responsibility

10086 1 D065 3' - 0" 7' - 2" Door - Single Impact Double Acting - 36in HM4 HM A HM 11 NR FINISH WITH PL0010 WILLIAMSBERGCHERRY

GC

10190 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 C WD 6 NR GC

x0900 2 D001; D002;D007; D008

3' - 0" 7' - 0" EXISTING E E B E 2 NR EXISTING RELOCATED DOOR WITH NEWHARDWARE

LL

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

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

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

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

REVISION SCHEDULEREV DATE BY DESCRIPTION1 02/08/12 EC LEED, TAS, AND CITY

COMMENTS

1

Page 20: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

FINISH FLOOR

EXISTINGSIDEWALK

DOOR THRESHOLDSET IN CONTINUOUSFULL BED OF SEALANT

NEW STOREFRONTDOOR

NEW STOREFRONTDOOR

NEW 1" INSULATEDGLAZING &STOREFRONT TOMATCH EXISTING

EXISTING CONCRETE PANEL

EXISTING STONE VENEER

NEW 3 5/8" METAL STUDFRAMING

NEW 5/8" GWB AS SPECIFIED

BACKER ROD& SEALANT BOTH

SIDES

SHIM AS REQUIRED

NEW STOREFRONTTO MATCH EXISTING

BATT INSULATION

NEW 1" INSULATED GLAZINGAND STOREFRONT TOMATCH EXISTING

EXISTING STOREFRONT7/8" FURRINGCHANNELS

2" 3' - 0" 2" 2' - 1" 2" 5' - 3" 2"

VIF

11' - 0"

VIF

10' -

0"

2"2'

- 8

"2"

7' -

0"

2"

VIF

2' -

6"

2"

TYP4

A-603 2

A-604

5

A-603

VIF

10' -

0"

VIF

8' - 0"

2"2' - 2"

2"3' - 0"

2"2' - 2"

2"

2"2'

- 1

0"2"

VIF

4' -

0"

2"

VIF

2' -

6"

2"

2

A-604

TYP

3

A-604

19' - 8"

2" 1' - 6" 2" 3' - 0" 2" 4' - 9" 2" 4' - 9" 2" 4' - 8" 2"

VIF

10' -

0"

2"2'

- 8

"2"

4' -

2"

2"

VIF

2' -

6"

2"

4

A-6032

A-604

TYP

1

A-604

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

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CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

STOREFRONTDETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-603

11108.034

DE

NT

ON

13057

Scale: 3" = 1'-0"4 STOREFRONT DOOR TRANSOM AND THRESHOLD

Scale: 3" = 1'-0"5 STOREFRONT DOOR & WINDOW JAMB-HEAD SIMILAR TO JAMB

Scale: 1/2" = 1'-0"1 DETAIL @ STOREFRONT

Scale: 1/2" = 1'-0"2 DETAIL @ STOREFRONT

Scale: 1/2" = 1'-0"3 DETAIL @ STOREFRONT

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 21: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

NEW 1" INSULATED GLAZING &STOREFRONT TOMATCH EXISTING

EXISTING STOREFRONTSYSTEM

NEW 1" INSULATED GLAZINGAND STOREFRONTSYSTEM TO MATCH EXISTING

EXISTING EXTERIORWALL

1/4" SHIMSPACE, TYP.

SEALANT & BACKERROD, BOTH SIDES

EXISTING CONCRETEFOUNDATION

NEW 1" INSULATEDGLAZING & STOREFRONTTO MATCH EXISTING

SEALANT

EXISTINGSIDEWALK BYLANDLORD

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

STOREFRONTDETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

A-604

11108.034

DE

NT

ON

13057

Scale: 3" = 1'-0"1 STOREFRONT DOOR & WINDOW JAMB-HEAD SIMILAR TO JAMB

Scale: 3" = 1'-0"2 STOREFRONT @ SILL

Scale: 3" = 1'-0"3 STOREFRONT WINDOW

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 22: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

6" X 24" TILE

12" X 12" TILE

SALES/SEATING/BACKBARTILE BASE

WORKROOM TILE BASE

TAGHATCH

PATTERN

12347

REFER TO SCHEDULES FOR ADDITIONAL INFORMATION.

11431

12197

11434

RESTROOM TILE BASE12284

BACKBAR

SALES

SEATING

WORKROOM

WOMEN'SRESTROOM

MEN'SRESTROOM

VESTIBULE

DRIVE-THRU

12284

12284

113611219712197

12197

12197

12197 12197

12197

12197

12197

1

2

2

2

2

2

2

2

2

4

4

3

3

3

55

5

5

5

5

5

5

5

5

5

5

5

5

12347

12347

1234712347

11449

12347

12347

12347

3

I-111

2

I-111

4

I-11112197

3

3

I-111TYP

TYP

TYP

4

I-111

TYPTYP

3

3

12197

STOREFRONT DOOR ANDTHRESHOLD

SEALANT

SCHLUTER SYSTEMS 3/8"EDGE METAL SCHIENE -E100, EMBEDDED IN THETILE GROUT. CLIP LEG EDGEAS NEEDED TO FIT A CURVE

TILEFLOORING

MA

X

1/2"

BULLNOSE SANITARY3/8" COVED TILE BASE

TILE FLOORING

4

PARTITION/EXTERIORWALL CONDITION

BULLNOSE SANITARY3/8" COVED TILE BASE

1/4" SAW CUT JOINT

1/4"COLD FORMEDJOINT

NOTE: FOR ALL JOINT TYPESUSE BACKER ROD ANDSEALANT

INTEGRAL

FRP

FINISH PANEL

DIEWALL

BULLNOSE SANITARY3/8" COVED TILE BASE

PLASTIC SHIM (IF REQ'D)

TILE FLOORING

NOTE: MECHANICALLY SAND AND SCARIFY WOODSUBSTRATE TO COMPLETELY REMOVE ALL FINISH.TROWEL ON A PRIMER COAT OF MAPEI 'TYPE 1, KER903' ADHESIVE AND ALLOW TO AIR DRY.APPLYNOTCHED TROWEL COAT OF KER 903 ADHESIVEAND INSTALL TILE PER SPECIFICATIONS.

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

FLOOR FINISH PLAN

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-111

11108.034

DE

NT

ON

13057

FLOOR LEGEND:

GENERAL NOTES:

KEYED NOTES:

A ALL FLOORING AND BASE MATERIAL TO BE INSTALLEDACCORDING TO STARBUCKS SPECIFICATIONS.

BCABINET BASES TO BE SET AFTER TILEINSTALLATION.

C FOR ALL TILE AND/OR VINYL BASE INSTALLATIONSAT CASEWORK, MECHANICALLY SAND ANDSCARIFY WOOD SUBSTRATE TO COMPLETELYREMOVE ALL FINISH. TROWEL ON A PRIMER COATOF MAPEI TYP. 1, KER 903 ADHESIVE AND ALLOWTO AIR DRY.

DALIGN TILE TRANSITIONS ON WHOLE TILES ASSHOWN.

E

ALL TILE AND SLATE TO BE INSTALLED PER TILECOUNCIL OF AMERICA STANDARDS.

F

TILE BASE AND THRESHOLD GROUT JOINTS TOALIGN WITH TILE FLOOR GROUT JOINTS.G

REMOVAL OF EXCESS GROUT WILL BE DONE WITHWATER. THE USE OF SULFURIC OR MURIATIC ACIDIS PROHIBITED. IF THESE ACIDS ARE USED, THEINSTALLER WILL BE REQUIRED TO REMOVE THEACID AND RESTORE THE GROUT AT THEIREXPENSE.

PROVIDE GROUT JOINT OF 3/16" MAXIMUMDEVIATION OF TILE AND GROUT LINE OF 1/4" PER 4'.

H

MOP SINK. REFER TO PLUMBING SHEETS1

GC TO VERIFY LOCATIONS OF EXISTING CONTROL &EXPANSION JOINTS OF SLAB. COORDINATE THELAYOUT TO EXISTING SLAB.

J

FLOOR TILE.2

FLOOR SINK. REFER TO PLUMBING SHEETS3

FLOOR DRAIN. REFER TO PLUMBING SHEETS4

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

DO NOT SCALE DRAWINGS.K

NScale: 1/4" = 1'-0"

1 _FLOOR FINISH PLAN

TILE BASE.5

ALL TILE GROUT TO BE EPOXY GROUT.M

Scale: 6" = 1'-0"2 TILE TRANSITION

Scale: 3" = 1'-0"4 TILE BASE AT PARTITION WALL

Scale: 3" = 1'-0"5 FLOOR TILE JOINTS

Scale: 3" = 1'-0"3 TILE BASE AT KNEE WALL

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 23: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

INDICATES BACKBAR WALL TILE

INDICATES RESTROOM WALL TILE

1FRP BEHIND ENTIRE BACKBAR UP TOCOUNTERTOP

2 BACKBAR WALL TILE

3 RESTROOM WALL TILE

4 FULL HEIGHT FRP

INDICATES CORNER GUARD

5 STAINLESS STEEL PANEL

INDICATES CHAIR RAIL AND WAINCOT

6 CHAIR RAIL AND WAINSCOT

I-2012

I-202 4

3

2

I-201

1

I-202 1

I-202

6

I-2025

I-201

8

BACKBAR

SALES

SEATING

WORKROOM

WOMEN'SRESTROOM

MEN'SRESTROOM

VESTIBULE

DRIVE-THRU

1

1

2 4

2 4

3 3

3 3

5

2

4 1 5

25

76

6

I-2016 5

I-2014 3

12814

5

12173

1281412173

1281412173

1281412173

1281412173

128141281412173

I-201 7

1281412173

1281412173

68

6 8

68

2

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

WALL FINISH PLAN

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-112

11108.034

DE

NT

ON

13057

WALL TREATMENT:

GENERAL NOTES:

KEYED NOTES:

A PAINT SUBSTITUTIONS ARE NOT ALLOWED. USESTARBUCKS ACCOUNT "COLOR CODE" WHENORDERING PAINTS.

B TO LOCATE THE NEAREST SHERWIN WILLIAMSSTORE CALL (800) 321-8194. ORDER PAINT BYSTARBUCKS COFFEE COMPANY PROGRAM 'COLORCODE.' PAINT FORMULAS FOR 'COLOR CODE'AVAILABLE AT (800) 321-8194.

C SUBMIT TWO (2) SETS OF 8.5x11" BRUSHOUTS OFALL PAINT COLORS AND FINISHES TO THESTARBUCKS CM FOR APPROVAL PRIOR TOPAINTING

D REFER TO INTERIOR ELEVATIONS FOR PAINTLOCATIONS.

EALL WOOD AND METAL SURFACES SHALL BEPAINTED SEMI-GLOSS, UON.

FWALL RECEIVING VINYL MURAL WALLCOVERINGSSHALL BE SMOOTH AND PVC PRIMED. MURALSTO BE SEALED. SEALER IS PROVIDED WITHMURAL.

GLOW VOC PAINT IS TO BE USED. NO SUBSTITUTIONSARE PERMITTED.

1 PROVIDE AND INSTALL FULL-HEIGHT FRP @ MOPSINK ENCLOSURE AND ALL WORKROOM WALLS.

PROVIDE AND INSTALL FRP BELOW COUNTERTOP(S)AT BACKBAR WALLS.

WALL TILE AT BACKBAR. REFER TO ELEVATIONS.

INSTALL METAL CORNER GUARDS AS NEEDEDIN THE BACKBAR. MOUNT @ 6" AFF. AFFIX WITHSTAINLESS STEEL OVAL HEAD SCREWS ONEITHER SIDE BY 1/2" VERTICALLY.

2

3

4

5

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

H REFER TO I-601 AND I-602 FOR SCHEDULES.

I DO NOT SCALE DRAWINGS.

NScale: 1/4" = 1'-0"

1 _WALL FINISH PLAN

WALL TILE AT RESTROOMS. REFER TO ELEVATIONS.

STAINLESS STEEL VERTICAL CAP, NATURALFINISH, DO NOT POWDERCOAT. ALIGN WITHTOP OF WALL TILE.

6

VERTICAL WOOD CAP.7

CHAIR RAIL AND WAINSCOT BELOW.8 REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 24: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

INDICATES STAINLESSSTEEL

INDICATES CHAIR RAIL

BACKBAR

SALES

SEATING

WORKROOM

WOMEN'SRESTROOM

MEN'SRESTROOM

VESTIBULE

DRIVE-THRU

112109(4)

5

3

4

11155 (2) 1188411889

11895

11916

11925

11944

11944

11945

1194511945

11971

11972

11978

11990 11994

12007

1201812029

12043

12048

12066

12069

12086

12096

12100(3)

12126 12127

12755 1275512756 12756

127621276312764

12778

1278612787

13287

x0101

11903

11951

11957

12026

12033

12070

12073

12073

1276512766

12775x0104

(2)

(2)

x0109

10743

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x0108 x0102

I-50210

2

11966

11977 x0100

11902 I-5029

12816(3)

12845 (3)

(8)

12816

11977 (2)x0111

x0112

I-5033

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

CASEWORK PLANS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-113

11108.034

DE

NT

ON

13057

GENERAL NOTES:

KEYED NOTES:

AGC TO NOTIFY STARBUCKS CONSTRUCTIONMANAGER IMMEDIATELY IF A DISCREPANCY EXISTSBETWEEN CASEWORK SHOP DRAWINGS, SITEDIMENSIONS, CASEWORK PLAN OR ACTUALCASEWORK FIXTURES. ALL DIMENSIONS TO BETAKEN FROM DESIGNATED DATUM POINT.

BSTARBUCKS CONSTRUCTION MANAGER TOCOORDINATE AND SCHEDULE CASEWORKDELIVERY DATE. GC TO CONFIRM CASEWORKDELIVERY DATE WITH CASEWORKMANUFACTURER 4 WEEKS AND 1 WEEK PRIOR TOSCHEDULE DATE OF DELIVERY.

CSTARBUCKS CONTRACTS DIRECTLY WITH THECASEWORK VENDOR TO SUPPLY CASEWORKLISTED IN THE CASEWORK SCHEDULE, UON.

D REFER TO CASEWORK INSTALLATION MANUALPROVIDED BY CASEWORK VENDOR FOR COMPLETEINSTALLATION INSTRUCTIONS.

E ALL CASEWORK BASE UNITS SHALL BE SET ON1/4" (6MM) NON-ABSORBENT PLASTIC SHIMSPROVIDED BY CASEWORK VENDOR.

F

G

DO NOT CAULK TRASH RINGS TO COUNTERTOPS.

H

INSTALL OVEN SS COUNTERTOP AND BASECABINET WITH 1/2" (10MM) GAP BETWEENADJACENT COUNTERTOPS. SEE WARMINGDETAILS FOR HOLD DIMENSIONS.

REFER TO I-601 FOR SCHEDULES.

LEED:

1MERCH UNITS TO BE SECURED TO WALL WITH 'L'BRACKETS.

2 UPPER CABINET AT DRIVE-THRU.

LEGEND:

J DO NOT SCALE DRAWINGS.

REFER TO DESIGN SPECIFICATIONSSHEET(S) FOR LEED COMPLIANCEINFORMATION.

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

N

CUSTOM SOLID SURFACE COUNTERTOP.

3 CUSTOM WOOD TOP CAP AT PARTIAL HEIGHTWALL.

4 CUSTOM VERTICAL WOOD CAP AT WALL.

5

Scale: 1/4" = 1'-0"2 UPPER CASEWORK PLAN

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 25: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

12187 (8)

10479

10479

10820

10850 (4) 12313 (4)

11113 (8)

12188(2)

12142 (27)

11825(20)

12188 (5)

12160

12160

12163

12241

12321 (5)

1012310605

10809

1202312118

10099

10099

10172

1017210859

10859

10862

10862

10878

10878

10977

10977

10977

11115

11115

11115

10501

10110

10267

(5)

10344

10473 10473

10527

10724

10746

10797

10856(7)

1269412694 11083

1240712480

12508 (2)1288110512

x0108

108361110410293

10467

10091

10194

1031410396

10439 (2)

10757 (5)10788

10855(2)

10947

11055 (2)

1173710312

(5)

1263212633

11061

10416 (7)10462 (7)

10524

10698

11005

1090711070

10222(2)

10002

10007

1001910028

10012

10005

10076

10004

10014

10009

10010

10024

10011

10000

10003

10008

10008 (2)10014(2)

10022

10075

10029 (2)

10029 (4)

10976

10033

10075

10075

I-5022

(2)

10035

1099210829 (4)

10829(2)

SEATING

SALES

DRIVE-THRU

BACKBAR

WORKROOM

MEN'SRESTROOM

WOMEN'SRESTROOM

VESTIBULE

10829(2)

x0110

x0105

x0105

1106010857 (2)

11060

10194

10042

12686 12680

10342

10342

1

2

3

3

4

5

6

7

8

OUTDOORSEATING

9

10

1

101

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETAT

S

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

Y D

R.,

SU

ITE

14 0

0D

EN

TO

N, T

X 7

6210

C:\U

sers

\eco

nana

n\D

ocum

ents

\CO

NA

NA

N\C

ON

AN

AN

RE

VIT

LO

CA

L\11

108\

1110

8.03

4_R

ayzo

r R

anch

_ED

C7\

1110

8.03

4_R

AY

ZO

R R

AN

CH

_A_2

009_

ED

C7.

rvt

FF & E PLAN

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-114

11108.034

DE

NT

ON

13057

GENERAL NOTES:

KEYED NOTES:

THE SPACE IS SERVED BY THE MUNICIPAL WATERAND SEWER SYSTEM, UON.

A

B

C

D

ALL EQUIPMENT AND INSTALLATION WILL MEETNATIONAL SANITATION FOUNDATION STANDARDSOR EQUIVALENT.

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

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

NO VEGETABLE OR FOOD PREPARATION ON THEPREMISES.

E

NO ALCOHOLIC BEVERAGES TO BE SOLD ORCONSUMED ON THE PREMISES.

F

THE MAXIMUM NUMBER OF EMPLOYEES PER SHIFTSHALL NOT EXCEED 4.

G

SEE SHEET I-601 & I-602 FOR SCHEDULES.H

LOCATION OF ALL SWITCHING.1

2

3

4

NON-MOVABLE EQUIPMENT ON THE FLOORSHALL BE MOUNTED ON 6" LEGS, CASTERS,OR MANUFACTURER SUPPLIED SKIDS

NON-MOVABLE EQUIPMENT ON THE COUNTERSHALL BE MOUNTED ON 4" LEGS.

SEE ELEVATIONS FOR DISTRIBUTION OF CUPDISPENSERS.

EACH HANDWASHING SINK WILL HAVE A SINGLESERVICE TOWEL AND SOAP DISPENSER, ANDALL HANDSINKS TO HAVE A COMBINATIONFAUCET OR PREMIXING FAUCET.

5

SECURE LOCKERS TO WALL.

6 GC TO SCHEDULE WITH LOCAL REFRIGERATIONCONTRACTOR TO CONDUCT INITIAL FOOD CASESTART-UP AND TESTING, FOR APPROVEDCONTRACTOR, CONTACT STRUCTURAL CONCEPTS(800) 433-9489 EXT. 257. ALLOW MINIMUM 3 WEEKLEAD TIME PRIOR TO STORE TURNOVER.

8

9

PLACE A FIRE EXTINGUISHER IN WORKROOMPER FIRE INSPECTOR.

7 NY TIMES FIXTURE. GC TO COORDINATE . CALL877-787-3250 TO ARRANGE TO HAVE THIS FIXTUREDROP SHIPPED. ALLOW 1WK LEAD TIME.

GC TO DETACH REMOVABLE FRONT SECTION OFFOOD CASE TO CLEAR DOOR OPENING. REFER TOMANUFACTURER'S INSTRUCTIONS POSTED ONFRONT CASE.

THERE ARE NO TABLES DESIGNATED FORSMOKING IN THE OUTDOOR SEATING AREA.

J

K

DO NOT SCALE DRAWINGS.L

LEED:REFER TO DESIGN SPECIFICATIONSAND PLUMBING SHEET(S) FOR LEEDCOMPLIANCE INFORMATION.

Scale: 1/4" = 1'-0"1 FF&E PLAN

N

REVISION SCHEDULEREV DATE BY DESCRIPTION1 02/08/12 EC LEED, TAS, AND CITY

COMMENTS

10 OCCUPANT LOAD SIGNAGE.

1

ALL TRASH CANS IN RESTROOMS SHALL HAVE LIDS.M

RESTROOM HAND SINKS SHALL HAVE SIGNSREMINDING EMPLOYEES TO HAND WASH BEFORERETURNING TO WORK.

N

1

1

KITCHEN HAND SINKS SHALL HAVE HAND WASH SIGNS.O

1

A SMALL TRASH CAN SHALL BE PROVIDED BESIDE THEKITCHEN HAND SINK FOR PAPER TOWEL DISPOSAL.

P

1

Page 26: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

.. .23 16

...19 24 28333

181818

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17

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P543-SG P543-SG P543-SG P543-SG

P543-SG P543-SG

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10187 10536 10187 10329

(1 OF 2) (2 OF 2)

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TYP5

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303

112

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0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETAT

S

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

Y D

R.,

SU

ITE

14 0

0D

EN

TO

N, T

X 7

6210

C:\U

sers

\eco

nana

n\D

ocum

ents

\CO

NA

NA

N\C

ON

AN

AN

RE

VIT

LO

CA

L\11

108\

1110

8.03

4_R

ayzo

r R

anch

_ED

C7\

1110

8.03

4_R

AY

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R R

AN

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_A_2

009_

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C7.

rvt

INTERIORELEVATIONS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-201

11108.034

DE

NT

ON

13057

GENERAL NOTES:

KEYED NOTES:

A ALL PAINT DESIGNATIONS TO EXTEND AROUNDOUTSIDE CORNERS, UON.

B

C

D

E

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

1 MUSIC SPEAKER

2

4

DO NOT SCALE DRAWINGS.

MERCH UNITS. GC TO SUPPLY 'L' BRACKETS TOSECURE TO WALL

3

REFER TO MANUFACTURER'S INSTRUCTIONSSHIPPED WITH ARTWORK FOR INSTALLATIONINSTRUCTIONS AND SPACING.

GC TO VERIFY ALL DIMENSIONS AND NOTIFYARCHITECT OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION.

LEED:

6

CHAIR RAIL

PENDANT LIGHTS SUSPENDED @ 6' - 8" AFF.

5

7

8

TRACK LIGHTS SUSPENDED @ 10' - 0" AFF.9

10

11

12

13

14

15

16

BACKBAR WALL TILE

17

18

TILE BASE

19

GWB SOFFIT

REFER TO DESIGN SPECIFICATIONSSHEET(S) FOR LEED COMPLIANCEINFORMATION.

Scale: 3/8" = 1'-0"1 ELEVATION @ BACKBAR AND DRIVE-THRU

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

Scale: 3/8" = 1'-0"2 ELEVATION @ SIDE OF BACKBAR

20

FOOD CASE

21

POS

22

BARISTA

23

MENU BOARDS MOUNTED AT BACKBAR UPPERCUBBIES

24

EXISTING DRIVE-THRU WINDOW BY LL

25

27

CASEWORK

TALL CUBBIES AT BACKBAR

BACKBAR UPPER CUBBIES

DRIVE-THRU POS

26

CONDIMENT CART

WARMING STATION

BREW STATION

FRP BELOW COUNTERTOP, UON.

4" CLEAR SPACE IS REQUIRED ON ALL SIDES ANDABOVE THE WARMING OVEN.

SNEEZE GUARD

WAINSCOT

CBS

28

29 ADA ACCESSIBLE HAND-OFF PLANE

30

TRACK LIGHTS MOUNTED TO CEILING. REFER TOELECTRICAL SHEETS.

DRIVE-THRU CASEWORK

31

Scale: 3/8" = 1'-0"3 ELEVATION @ DT POS

Scale: 3/8" = 1'-0"4 ELEVATION @ CBS LEFT

Scale: 3/8" = 1'-0"5 ELEVATION @ CBS RIGHT

Scale: 3/8" = 1'-0"6 ELEVATION @ CBS

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

VERTICAL WOOD CAP32

VERTICAL STAINLESS STEEL CAP33

STAINLESS STEEL WALL PANEL BY GC.

ARTWORK

DECORATIVE LIGHTS SUSPENDED @ 6' - 0" AFF.

CUSTOM FINISH PANEL34

VERTICAL PAINT LINE35

EMERGENCY LIGHT36

STAND UP TABLE AND BASE37

REVISION SCHEDULEREV DATE BY DESCRIPTION1 02/08/12 EC LEED, TAS, AND CITY

COMMENTS

Page 27: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

1

2

12

11

7

11

11

P543-ES

11216

TYP7

TYP

5' -

6"

EQ EQ

x0303 16

5' -

6"

EQ EQ

x0302 16

5

9

65

9

21

5 6

9

20

6

I-501

TYP

2

x0305

20x0305

12679 18

26

27 17 2717 17

1

7

3

2

1211

11

P543-ES

13157

TYP21

5 6

9

5 6

9

22

5 6

9

6

I-501

TYP

23

5' -

6"

EQ EQ

x0304

19

2626

.27

17 17

OPEN TOBEYOND

2

P543-SG

5 6

9

14

15

P543-ES

9

5 6

5' -

0"

8"

10753

14

15

P543-ES

5 6

9

5' -

0"

5"

10753

OPEN TOBEYOND

4

P543-SG

P543-SG

5' -

0"

EQ EQ

x0300

P543-ES

6

I-501

TYP

5 6

9

5 6

9

10

13

24

25

8

22

EQ EQ

12684

18

1' -

0"

27

(2)

x0500

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

INTERIORELEVATIONS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-202

11108.034

DE

NT

ON

13057

GENERAL NOTES:

KEYED NOTES:

A ALL PAINT DESIGNATIONS TO EXTEND AROUNDOUTSIDE CORNERS, UON.

B

C

D

E

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

DO NOT SCALE DRAWINGS.

REFER TO MANUFACTURER'S INSTRUCTIONSSHIPPED WITH ARTWORK FOR INSTALLATIONINSTRUCTIONS AND SPACING.

GC TO VERIFY ALL DIMENSIONS AND NOTIFYARCHITECT OF ANY DISCREPANCIES PRIOR TOCONSTRUCTION.

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

Scale: 3/8" = 1'-0"6 ELEVATION @ SEATING

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

Scale: 3/8" = 1'-0"2 ELEVATION AT VESTIBULE

1 MUSIC SPEAKER

2

4MERCH UNITS. GC TO SUPPLY 'L' BRACKETS TOSECURE TO WALL

3

EXIT/EMERGENCY SIGN

6

CHAIR RAIL

PENDANT LIGHTS SUSPENDED @ 6' - 8" AFF.

5

7

8

9

10

11

12

13

14

15

TILE BASE

RESTROOM SIGNAGE

ARTWORK

TALL CUBBIES AT BACKBAR

EXISTING STOREFRONT

16

RELOCATED STOREFRONT DOOR

LOGO SIGN. REFER TO ELECTRICAL SHEETS.

WAINSCOT

WORKROOM DOOR

17

RESTROOM DOOR

18

19

Scale: 3/8" = 1'-0"3 ELEVATION AT MEN'S RESTROOM

Scale: 3/8" = 1'-0"4 ELEVATION AT WOMEN'S RESTROOM

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

20 WHITE FROSTED SECOND SURFACE FILM BY GC.APPLIED TO GLAZING.

21 NEW STOREFRONT.

22TRACK LIGHTS SUSPENDED AT 10'-0" AFF. REFER TOELECTRICAL SHEETS.

23

24 STAINLESS STEEL WALL PANEL BY GC.

25 FRAME FOR CERTIFICATE OF OCCUPANCY BY GC.

GWB SOFFIT

AV

STAND-UP TABLE AND BASE

COMMUNITY BOARD

EDUCATION DISK

26 PLUG MOLD AT WINDOW MULLION.

27 GC TO CUSTOM CUT (1) 11060 TOP TO FIT. BRACE INFIELD AS REQUIRED.

27

MOUNT RECEPTICAL HORIZONTAL AND CENTERED6" ABOVE STOREFRONT FOR HOLIDAY LIGHTS

DUAL HEAD EMERGENCY LIGHTS.

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 28: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

6

101

9

4

5

11

P551-SG

15

1612226

TY

P.

5' -

0"

5

I-501

TYP

7

2

9

4

3

P551-SG

15

1612226

12

P551-SG

15

16 12226

P543-SG

(FRAME ONLY)

5

10

13

?

15

1612226

5

I-501

TYP

TY

P.

4' -

0"

2

9

4

3

8

P551-SG

15

1612226

6

101

9

4

5

11

P551-SG

15

16 12226

7

5

10

P551-SG

15

1612226

5

I-501

TYP

TY

P.

5' -

0"

13

12

P551-SG

15

12226 16

P543-SG

(FRAME ONLY)

I-401

5

8 6

7

I-401

1

2

3

4

10 5

11

4

1

2

9

3

2 93

8

4

10

5

11

1

12

12

13

13

6 1/2"3' - 0" 3' - 11 1/2"

11"

3' -

0"

1' -

1"

1' -

6"

1' - 6"

1' -

6"

1' - 6"2"

WOMEN'SRESTROOM

MEN'SRESTROOM

2"

14

14

4 7/8" 7'-6" 7 1/4"

7'-1

1 1/

8"5'

-4 3

/4"

7 1/

4"7'

-3 7

/8"

4 7/

8"4'

-11

7/8"

7 1/

4"7'

-2 3

/4"

4 7/

8"

8'-2

7/8

"

7'-6"

4 7/8"

8'-4 1/4"

7 1/4"

6"

6"

3' - 0"6"

36" GRAB BAR

DIAPER CHANGINGSTATION

42" GRAB BAR & VERTICALGRAB BAR

URINAL(FRONT)

3' -

4"

MIRROR

WALL MOUNTED LAVATORY /INSULATE DRAIN & HOT

WATER LINES

MIN

CLR

2' -

5"

TO

RIM

2' -

10"

6' -

2"

MIN

.

3' -

4"

18" X 36" MIRROR

MIN

.1'

- 7

"

6" FROMTISSUEDISPENSER

SEAT COVER DISPENSER

4' -

1"

RESTROOMSIGNAGE

SINGLE COATHOOK

5' -

0"

8" TO CL

4' -

0"

TO

CL

33"

- 36

"

TO

CL

33"

- 36

"

1' - 0"

TO CL39" - 40"

39"

- 41

"1'

- 6

"

3' - 6"

SOAPDISPENSER

4' -

2"

3' -

4"

PAPER TOWELDISPENSER

TOILET TISSUEDISPENSER

1' -

3"

SANITARY NAPKIN /TAMPON DISPOSAL

2' -

6"

MA

X. 17"

URINAL(SIDE)

MA

X. 17"

MIN

.13 1/2"

TOILET(FRONT)

.17"

- 1

9"

MA

X T

OR

EF

LEC

TIV

ES

UR

FA

CE

MA

X T

OR

EF

LEC

TIV

ES

UR

FA

CE

8"

MIN

.TO

OU

TLE

T

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETAT

S

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

Y D

R.,

SU

ITE

14 0

0D

EN

TO

N, T

X 7

6210

C:\U

sers

\eco

nana

n\D

ocum

ents

\CO

NA

NA

N\C

ON

AN

AN

RE

VIT

LO

CA

L\11

108\

1110

8.03

4_R

ayzo

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anch

_ED

C7\

1110

8.03

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AY

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C7.

rvt

ENLARGEDRESTROOM PLAN &ELEVATIONS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-401

11108.034

DE

NT

ON

13057

RESTROOM ACCESSORY:

KEYED NOTES:

1 36" GRAB BAR

2

3

WATER CLOSET4

LAVATORY5

36" x 18" MIRROR6

WALL SCONCE AT 6' - 9" AFF.7

NAPKIN DISPOSAL8

TOILET PAPER DISPENSER9

PAPER TOWEL DISPENSER10

SOAP DISPENSER11

COAT HOOK12

DIAPER CHANGING STATION

SEAT COVER DISPENSER

LEED:REFER TO DESIGN SPECIFICATIONS SHEET(S) FOR LEEDCOMPLIANCE INFORMATION.

Scale: 3/8" = 1'-0"1 MEN'S RR @ FRONT

Scale: 3/8" = 1'-0"2 MEN'S RR @ WC

Scale: 3/8" = 1'-0"3 MEN'S RR @ DOOR

Scale: 3/8" = 1'-0"4 MEN'S RR @ SIDE

Scale: 3/8" = 1'-0"5 WOMEN'S RR @ WC

Scale: 3/8" = 1'-0"6 WOMEN'S RR @ FRONT

Scale: 3/8" = 1'-0"7 WOMEN'S RR @ SIDE

Scale: 3/8" = 1'-0"8 WOMEN'S RR @ DOOR

Scale: 1/2" = 1'-0"9 ENLARGED RESTROOM PLAN

13

48" GRAB BAR

14

TILE BASE15

WALL TILE16

FLOOR DRAIN

REVISION SCHEDULEREV DATE BY DESCRIPTION1 02/08/12 EC LEED, TAS, AND CITY

COMMENTS

1

1

1

1

1

1

1

1

Page 29: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

PAINTED WALL

STAINLESS STEELRENO U TRIM BY GC

5/8" TILE BACKERBOARD

WALL TILE

TILE BACKER BOARD

WALL TILE

GROUT

SOLID SURFACEBACKSPLASH

5/8" TILE BACKER BOARD

WALL TILE AS SCHEDULED

SEALANT

STAINLESS STEELBACKSPLASH(WHERE OCCURS)

DRYWALL

TAPE &SPACKLE

SCREW

CORNER TRIM

FRAMING

FRAMING

1-1/4" EXTRUDEDALLOY 6063 T5FINISH: CHEMICALCONVERSIONCOATING

CORNER TRIM

SCREW

TAPE &SPACKLE

BACKBAR TILE 6'-1" AFF

PAINTED WALL

STAINLESS STEELRENO U TRIM BY GC

5/8" TILE BACKERBOARD

WALL TILE

RESTROOM TILE 5'-0" AFF

WALL COVERING BY GC

5/8 " GWB WALL

3'-0" +/- AFF

SOLID WOOD CHAIRRAIL ATTACHEDTO WALL W/ CONSTRUCTIONADHESIVE & NAIL @ 24" SPACING.FILL ALL NAIL HOLES

SANITARY 3/8 "COVE TILE BASE

TILE FLOORING

I-5017

GENERAL CONTRACTOR TO NAILAND GLUE CHAIR RAIL TO WALL

CHAIR RAIL FROM CASEWORKVENDOR

VINYL WAINSOT

3'-0" AFF

CORNER GUARD

BACKBARWALL TILE /OR FRP WALLCOVERING ASSCHEDULED

GC PROVIDEDSTAINLESS STEEL PANELAT FACE OF WALL

BACKBAR

CAFE

GWB NOMINAL HARDWOOD WMV CAPCLEAR FINISH, PROVIDED BYCASEWORK VENDOR INSTALLEDBY GC, GLUED TO 1/4" REVEAL.

1/4" WOOD REVEAL, PROVIDEDBY GC, PAINT BLACK, SCREW TOSILL PLAATE.

5/8" T.B.D. TYPE "X" OVER MTL.STUDS, PAINT PER FINISH SCHEDULE.

1/4" 3/4"

VA

RIE

S

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

WALL FINISH DETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-501

11108.034

DE

NT

ON

13057

Scale: 12" = 1'-0"1 TILE TRIM DETAIL

Scale: 6" = 1'-0"2 WALL TILE @ SOLID SURFACE BACKSPLASH

Scale: 6" = 1'-0"3 WALL TILE @ SS BACKSPLASH

Scale: 1/4" = 1'-0"4 FRY REGLET CORNER TRIM

Scale: 12" = 1'-0"5 TILE TRIM DETAIL

Scale: 3" = 1'-0"6 CHAIR RAIL

Scale: 3" = 1'-0"7 CHAIR RAIL

Scale: 3" = 1'-0"8 WALL FACE AT BACKBAR

Scale: 3" = 1'-0"9 VERTICAL CAP

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 30: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

SCREW MENU HINGE TOTOP OF CABINET-ALIGN PIANO HINGE JOINTTO CABINET EDGE

USE WINGNUTS AT BRACKETMOUNT TO ADJUST VERTICALHEIGHT OF MENU

MENUS ARE HINGED TOALLOW ACCESS TO CABINETSHELVES BEHIND

ATTACH PLASTIC MENU STOPSTO CABINET VERTICAL EDGES-SUPPLIED BY CASEWORKVENDOR

DOUBLE HEIGHT STORAGECABINET AT BACKWALL

6'-1" AFF -MENU BOTTOM

7'-8" AFF -TOP OF CAB.

A-5014

I-5023

3' -

0"

5' -

0"

5' -

0"

13' -

0"

CUT TO FIT IN FIELD11060

I-5028

13' - 0"

3 1/2" 4' - 5" 7" 4' - 5" 3' - 3 1/2"

I-5024

3' -

6"

5

I-502

LAPTOP LANETABLE TOP

L4X3X1/4 SUPPORTANGLE

SCREW ANGLE TOBOTTOM OF TABLE TOP

PROVIDE BLOCKINGIN EXISTING WALLTO SUPPORT ANGLE

MECHANICALLYFASTEN SUPPORTANGLE TO WALL/BLOCKING

1' - 9"

1' -

4"

(4)3/4"x4 1/4" CONCRETESLEEVE ANCHOR W/ 3 1/4", MIN.EMBED DEPTH

5"x12"x1/4"STEEL BOTTOM PLATE

1 1/4" STEEL TUBE W/POWDERCOAT FINISH

MIN. TO EDGE OF SLAB

3"

FOOTRAIL ATTACHEDTO STEEL TUBE

1-1/4" SOLID WOODCOUNTERTOP

1-1/4" SQUARE 16 GA.STEEL TUBE W/POWDERCOAT FINISH

8"

3' -

6 1

/4"

I-5026

I-5024

COUNTERTOP SUPPLIEDBY CASEWORK VENDOR

5" x 12" x 1/4"STEEL TOP PLATE

1 1/4" STEEL TUBE W/POWDERCOAT FINISH

1' - 3"

1 1/

4"

6" 6"

R:1 1/2", TYP.

6" 2' - 8 1/2" 2' - 6" 2' - 8 1/2"

8' - 5"

4"2'

- 8

"

4 3/

4"

CUP DISPENSERSBELOW, TYP.

I-50211

I-50211

OPP

TOE KICK BELOW,REF. 12/I-502

1' -

0"

4 3/

4"1'

- 3

1/2

"

3' -

0"

6

I-503

I-5035

2' - 5"

2' -

2 1

/4"

2' -

2 1

/4"

8' - 5"

CUSTOM CLIP-ONTOE KICK

11916

6"

2' -

2 1

/4"

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

ents

\RE

VIT

LO

CA

L\11

108.

034_

RA

YZ

OR

RA

NC

H_A

_200

9_JJ

N.r

vt

CASEWORK DETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-502

11108.034

DE

NT

ON

13057

Scale: 1 1/2" = 1'-0"1 CASEWORK MENU MOUNTING

Scale: 1/2" = 1'-0"2 x0200 SIT-HERE TABLE TOP

Scale: 3/4" = 1'-0"3 ELEVATION AT SIT-HERE TABLE

Scale: 3" = 1'-0"8 SUPPORT ANGLE AT WALL

Scale: 1" = 1'-0"9 x0100 CUSTOM UPPER CUBBIE

Scale: 1" = 1'-0"4 STAND UP TABLE BASE

Scale: 3/4" = 1'-0"5 STAND UP TABLE SECTION

Scale: 1 1/2" = 1'-0"6 STAND UP TABLE TOP SECTION

Scale: 1" = 1'-0"10 x0102 POS COUNTERTOP

Scale: 1" = 1'-0"11 x0107 POS CABINET LH

Scale: 1" = 1'-0"12 x0105 EXTENDED TOE KICK

Scale: 1" = 1'-0"7 x0101 CUSTOM CABINET

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 31: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

6

I-503

6"5

1/2"

6 1/

2"1"

1' -

3"

2' -

10"

I-5032

I-5032 OPP

7

I-502

4"4"

4" 6 1/2" 7" 6 1/2" 3 1/2"

2' - 3 1/2"

2 1/

8"

2 1/

8"

2 3/

8"

2 3/

8"

1' - 7"

1' -

4"

5' - 7"

CUSTOM STAINLESSLANDING SHELF BYVENDOR

1"1"

2"1"

5"

1/2" 1/4"

2 1/2" 1 1/2"

'DOGLEG MOUNTINGFLANGE BY VENDORATTACHED TO INSIDEFACE OF CASEWORK

1/2"

4"

POS COUNTERTOP

1' - 7"

1' -

9"

EQ

EQ

6"

CUSTOMSTAINLESSLANDING SHELFBY VENDOR

DOGLEG MOUNTINGFLANGES BY VENDORATTACHED TO INSIDEFACE OF CASEWORK

1 1/

4"1"

4"

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

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vt

CASEWORK DETAILS

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-503

11108.034

DE

NT

ON

13057

Scale: 1" = 1'-0"1 ELEVATION @ POS - PARTNER SIDE

Scale: 1 1/2" = 1'-0"2 x0104 POS CUP DISPENSER

Scale: 1" = 1'-0"3 x0111 & x0112 CUSTOM UPPER CUBBIE AND VALANCE

Scale: 6" = 1'-0"6 x0108 LANDING SHELF

Scale: 3/4" = 1'-0"4 ELEVATION @ CUSTOM CUBBY - CBS

Scale: 6" = 1'-0"5 x0108 LANDING SHELF

Scale:7 ISOMETRIC @ x0108 LANDING SHELF

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 32: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

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TO

N, T

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6201

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vt

FURNITURE,CASEWORK & FINISHSCHEDULES

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-601

11108.034

DE

NT

ON

13057

FURNITURE SCHEDULE: CASEWORK SCHEDULE:

FINISHES SCHEDULES:

GRAPHICS SCHEDULES:

FURNITURE SCHEDULEDesign ID Count Old Tag(s) Description Comments Responsibility

Fixed Multiple Seating10857 2 F107 Table - Stand Up Counter Base with Foot

Rail Rectangular - 5ft - Bronze3PL

11060 3 Table - Counter Top - 5ft - Natural Maple GC TO CUSTOM CUT (1) TOP TO FIT.BRACE IN FIELD AS REQUIRED.

3PL

12187 7 F920; J305;U305; Y305

Table - Base Cafe Dome Accent - 18x28in455x710mm - Hot Rolled Steel MT0011

3PL

12187 8 F920; J305;U305; Y305

Table - Cafe Base - 18x28in - Hot RolledSteel

3PL

Furniture & Accessories10479 2 M082 Coat Hook 2 Prong 3PL10820 1 M026; M168 Coat Hook Strip - 46in 3PL10850 4 F136 Chair - Lounge Lola - Brown Leather 3PL11825 20 F886; J135;

U135; Y135Chair - Cafe Bistro Suite - Tweed WovenF0041

3PL

12313 4 F977; J375;U375; Y375

Table - Occasional with T Base Short - HotRolled Steel MT0011

3PL

x0600 2 NA 52" MINKA CONCEPT I WET LOCATION-BRONZE CEILING FAN - 38055

ORDER FROM LAMPSPLUS.COM GC

Movable Multiple Seating11113 8 F101; F637 Table - Top Square - 24in 610mm - Walnut 3PL12142 27 F901; J104;

U104; Y104Chair - Cafe Upholstered - 16inDistressed Walnut and Burgundy

3PL

12160 2 F875; J353;U353; Y353

Table - Accessible Metal Suite - 39x23in990x585mm - Black MT0022

3PL

12163 1 F910; J364;U364; Y364

Table - Community with Metal Braces -Distressed Honey Brown WD0002

3PL

12188 7 F918; J400;Y400; U400

Table - Top Square - 24in 610mm - Whitewith Veining CP0002

3PL

12241 1 F941; J352;U352; Y352

Table - Cafe Steel Strap Base - 38x24in965x610mm - Amber Honey WD0005

3PL

12321 5 F938; J191;U191; Y191

Chair - Barstool 29in Industrial - Hot RolledSteel and Pressboard

3PL

Office Equipment10123 1 F700; F701;

F704; F707;F710; F711;F715; F719

Desk - Managers Workstation -60x30x30in - Almond Laminate

3PL

10605 1 M046; M232;M528

Desk - Managers Workstation KeyboardTray - Black Plastic

3PL

10809 1 F702; F713;F717; F718

Desk - Managers Workstation ShelvesWall Mounted - Almond Laminate

3PL

FINISH -FLOOR TREATMENTDesign ID Area Old Tag(s) Description LRV Comments Responsibility

11449 281 SF B012 Tile - Diamante - 12x12 Grout - Mapei 09 - Grey12347 1379 SF B806; Y516 Tile - Wood Grain Medium Brown - 6x24in

150x610mmGrout Specification MAPEI 04 "BAHAMABEIGE" OR LATICRETE 43"CHOCOLATE TRUFFLE"

VD

FINISH - WALL BASEDesign ID Length Old Tag(s) Description Comments Responsibility

11361 93' - 0 1/4" B050 Tile Base - Bianco - 6x12 Grout - Mapei 09 - Grey SB12197 187' - 0" B801 Tile Base - Rust Brown - 6x12in

150x305mmGrout Specification 007; Mapei 47 -Charcoal; Laticrete 35 – Mocha

VD

12284 54' - 2" B807 Tile Base - Sandstone - 6x13in150x330mm

Grout Specification 005; Mapei 19 - PearlGrey; Laticrete 34 – Sandstone

SB

FINISH - PAINTColor Code Old Tag(s) Name LRV Comments Responsibility

P543-ES Paint - P543 - Eggshell 50 SW use CP-1 Primer; NCS - S2010 Y20R ;ICI - 30YY 50/176

GC

P543-SG Paint - P543 - Semigloss 50 SW use CP-1 Primer; NCS - S2010 Y20R ;Akzo Nobel - 30YY 50/176

GC

P544-ES Paint - P544 - Eggshell 24 SW use CP-1 Primer; NCS - S5010 Y10R ;ICI - 20YY 24/177

GC

P544-SG Paint - P544 - Semigloss 24 SW use CP-1 Primer; NCS - S5010 Y10R ;ICI - 20YY 24/177

GC

P551-SG Paint - P551 - Semigloss 64 SW use CP-1 Primer; NCS - S1005 Y20R ;ICI - 44YY 70/110

GC

FINISH - CEILING TREATMENTDesign ID Area Old Tag(s) Description Comments Responsibility

11302 503 SF T001 VINYL ACT GC11393 822 SF T003 ACT Sepia - 2x2' ORDER WITH MATCHING GRID GC

FINISH - WALL TREATMENT (LENGTH)Design ID Length Old Tag(s) Description Comments Responsibility

Wall Finishes - Coverings12173 55' - 7" N402 Chair Rail - 4in (100mm) See Casework Finish Schedule for

MaterialVD

12814 55' - 6 1/2" G991; J613;Y613; U613

Vinyl - Wall Covering - Dark Brown WovenPattern - 36in (915) AFF

VD

FINISH - WALL TREATMENT (AREA)Design ID Area Old Tag(s) Description Comments Responsibility

12206 156 SF B752; J557;Y557; U557

Tile - Brick Red - 2x8in 50x205mm Grout Specification 005; Mapei 19 - PearlGrey; Laticrete 34 – Sandstone

VD

12226 245 SF B206 Tile - Olive Grey Mosaic - 6x24in150x610mm

Grout Specification 005; Mapei 19 - PearlGrey; Laticrete 34 – Sandstone

VD

GRAPHICS SCHEDULEDesign ID Count Old Tag(s) Description Comments ResponsibilityMovable Artwork

10187 1 G717 Menu Board - 2 Panel Insert Style HingeMount

SB

10329 1 G718 Menu Board - 3 Panel Insert Style HingeMount

SB

10342 2 M306;M350

Mirror - Restroom - 18x36in GC

10536 1 G726 Menu Board - Daily Offering ChalkboardHinge Mount Rectangular

SB

10753 2 M040 Restroom Sign ADA Set SB12679 1 J840; Y840;

U840Education Disk Alternative TransportationBike

VD

12680 1 J841; Y841;U841

Education Disk Mugs VD

12684 1 J845; Y845;U845

Education Disk Responsible Materials VD

12686 1 J847; Y847;U847

Education Disk Water Rinse on Demand

x0300 2 NA FRAME FOR C.O. STAPLES OFFICE SUPPLY GCx0301 1 MA03 Art - Stamps - 38x46in BY GFX, REFER TO CUSTOM

CONTACT INFORMATION ON I-602;SAME IMAGES AS MA03,PRINTED ONPLYWOOD

GC

x0302 1 NA ART WORK - 24x27 ESPRESSO BY GFX, REFER TO CUSTOMCONTACT INFORMATION ON I-602

GC

x0303 1 NA ART WORK - 24x24 PIKES PLACE BY GFX, REFER TO CUSTOMCONTACT INFORMATION ON I-602

GC

x0304 1 NA COMMUNITY BOARD - 30x42 BY GFX, REFER TO CUSTOMCONTACT INFORMATION ON I-602

GC

x0305 2 Window Film By 3m Style: Fasara Type: Glace(SH2MAGL)

VD

x0500 3 SS Panel at DT AND WORKROOM Satin Finish; coordinate with StarbucksCM.

CASEWORK SCHEDULEDesign ID Count Old Tag(s) Description Comments Responsibility

10743 1 M006 New York Times Newspaper Stand GC11155 2 N114; V401 Espresso Machine Pump Mount - 10x10in VD11884 1 N126 Scale Toe Kick - 40in VD11889 1 N003 Cabinet - Scale Cubby - 12in VD11895 1 N061 Cabinet - Scale for Safe - LH - 26in VD11902 1 N084 Cabinet - Upper Cubby - 28x16x15in

700x405x375mmVD

11915 1 N218 Countertop - Work Sink Stainless - 15in VD11916 1 N122 POS Toe Kick Corner - 95in 2415mm VD11925 1 N144 Countertop - Handoff Rounded Solid

Surface - LH - 30x33inVD

11944 2 N227 Countertop - DT POS Solid Surface - RH -Variable to 92in

VD

11945 3 N006 Cabinet - 12in VD11966 1 N035 Cabinet - DT POS Cubby - 26x15x30in VD11971 2 N010 Cabinet - Sink or Ice Bin - 15in VD11972 1 N024 Cabinet - Espresso with Cup Dispenser -

24inVD

11977 10 N083 Cabinet - Upper Cubby - 24x16x21in610x405x535mm

VD

11978 1 N216 Countertop - CBS Shared Rinse Sink andIce Bin L Shape Solid Surface - RH -84x67in

VD

11990 1 N055 Cabinet - POS with Filler - LH - 29in735mm

VD

11994 1 N116 POS Double Server Shroud - 30in 760mm VD12007 1 N031 Cabinet - Sink - 24in VD12018 1 N193 Countertop - Scale Solid Surface - LH -

40inVD

12029 1 N043 Condiment Cart Base - 40in VD12043 1 N057 Cabinet - POS - 29in VD12048 1 N026 Cabinet - CBS Ice Bin - RH - 24in VD12066 1 N029 Cabinet - Espresso Inline Narrow -

24x8.5inVD

12069 1 N041 Cabinet - Brew Grind with Pullout Shelf -LH - 33in

VD

12086 1 N056 Cabinet - POS with Filler - RH - 29in735mm

VD

12096 1 N013 Cabinet - with Drawer - 15in VD12100 3 N142 Espresso Countertop Support Leg

StainlessVD

12126 1 N186 Condiment Cart Top Solid Surface - 40in VD12127 1 N039 Cabinet - POS with Cup Dispenser Panel -

30in 760mmVD

12755 2 N288 Cabinet - 24in VD12756 2 N289 Counter - Solid Surface - 24in VD12762 1 N296 Panel - Espresso Inline - LH - 140in VD12763 1 N297 Espresso Inline Sneeze Guard for 140in VD12764 1 N298 Countertop - Espresso Inline Ice Bin and

Integral Rinse Sink Stainless - LH - 140inVD

12778 1 N312 Countertop - Brew Grind Work Sink andTrash Solid Surface - LH - 102in

VD

12786 1 N320 Cabinet - Trash Drop - 15in VD12787 1 N321 Counter - Solid Surface - 15in VD12816 5 N341 French Cleat - Variable to 96in 2440mm Designer To Verify

Quantity. Provide OverallLength Required

VD

12845 3 N342 Soffit - Light Valance - 96x2in 2440x50mm Designer To VerifyQuantity. Provide OverallLength Required

VD

13287 1 NA Countertop - POS Double Server SolidSurface - 30in 760mm

VD

x0100 1 NA CUSTOM UPPER CUBBY VDx0101 1 NA CUSTOM 6IN CABINET VDx0102 1 NA CUSTOM COUNTERTOP AT POS Similar to 12788 VDx0105 2 NA VERTICAL STEEL CAP GCx0110 1 NA VERTICAL WOOD CAP GCx0111 1 NA CUSTOM UPPER CUBBY VDx0112 1 Soffit - Light Valance - 96x2in 2440x50mm Designer To Verify

Quantity. Provide OverallLength Required

VD

Fixed Casework11903 1 N139 Cabinet - Cubby Tall - 32x16x94in VD11951 2 N105 Panel - POS - 32.5in 825mm VD11957 1 N112 Panel - Cup Dispenser VD12026 1 N094 Panel - Scale - LH - 40in VD12033 1 N050 DT Counter Support Panel - 6in VD12070 1 N052 Diewall - Inline Handoff Support - LH VD12073 2 N113 Fit Kit - Backbar Side Splash VD12109 4 N140 Wall Unit Solid Back VD12765 1 N299 Diewall - Espresso Inline - LH - 140in VD12766 1 N300 Diewall - Espresso Inline Top Cap - LH -

140inVD

12775 1 NA Panel - POS Double Server - 30in 760mm VDx0104 2 POS CUP DISPENSER PANEL VDx0109 1 CUSTOM WOOD TOP CAP 5' -3/8" VIF. VD

RESPONSIBILITY LEGEND

3PL Third Party LogisticsGC Provided by General ContractorLL Provided by LandlordSM Ordered by Store ManagerVD Vendor Direct

CASEWORK FINISHES SCHEDULE:

CW Finish - NCS HeritageLocation Description Finish Code Comments

Concept FinishBackbar Casework Exterior Plastic Laminate - Dark Red with Grain PL0010 use with WD0018Backbar Countertops Composite - CORIAN "BEIGE FIELDSTONE" CUSTOMBackbar Storage Cubbies Plastic Laminate - Dark Red with Grain PL0010 use with WD0018Chair Rail Wood - Warm Brown Dark Tone Distressed WD0001Condiment Cart Top Composite - CORIAN "BEIGE FIELDSTONE" CUSTOMCondiment Cart, Etagere, Merch Bay Exterior Plastic Laminate - Dark Red with Grain PL0010 use with WD0018Espresso Countertops Stainless Steel - #4 Brushed 16ga SST OptionalEspresso Countertops, Handoff Composite - CORIAN "BEIGE FIELDSTONE" CUSTOMEspresso Finish Panel Trim, Coffee Shuttle Shroud Hot Rolled Steel with Matte Sealer MT0011Espresso Finish Panels Wood - Dark Red WD0018 OptionalEspresso Top Cap Wood - Warm Brown Dark Tone Distressed WD0001 Designer to specify finish

application of Live Edge

Espresso Wing, Handoff Finish Panels Wood - Dark Red WD0018Finish Panel Brackets Cold Rolled Steel MT0002POS, Frontbar Countertops Composite - CORIAN "BEIGE FIELDSTONE" CUSTOMPOS, Frontbar, POS Cash Corral Finish Panels Wood - Dark Red WD0018Miscellaneous FinishCore Casework Interior Plastic Laminate - Almond (ST655-S)Espresso, Customer Bar Sneeze Guard Tempered GlassEspresso, Customer Bar Sneeze Guard Hardware Stainless Steel - #4 Brushed 16ga SSTEspresso, POS, Frontbar Cabinet Back Plastic Laminate - BlackHand Sink Countertop Stainless Steel - #4 Brushed 16ga SSTOver "Black" Duplex Outlets in Wainscot Locations Switchplate - Part #4752-112-CD Venetian Bronze GC SuppliedPOS, Frontbar Cabinet Side Plastic Laminate - Black

REVISION SCHEDULEREV DATE BY DESCRIPTION

Page 33: KEYED NOTES: STARBUCKS q - shaynephillips.comshaynephillips.com/images/A_and_I_Sheets_54761-001... · starbucks cm immediately if shop drawings or installation is in discrepancy with

NO

RACECURB

SLM.

0 5 71 3

R

TCET

IH

CRADEETSIGE

R

ETFX AS

OETATS

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

NA

ME

:

PR

OJE

CT

AD

DR

ES

S:

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

BRUCE M. CARLSON

SIGNATURE

DATE ISSUED

REG. NO.

CMA PROJECT #:

CONSTRUCTIONMANAGER:

BRUCE M. CARLSON

PERMIT SET

12-23-11 PERMIT SET

BID SET

ISSUE SCHEDULE

12-23-11

CO

UN

TY

:

2320

W. U

NI V

ER

SIT

YD

EN

TO

N, T

X 7

6201

C:\U

sers

\jnan

ce\D

ocum

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\RE

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L\11

108.

034_

RA

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OR

RA

NC

H_A

_200

9_JJ

N.r

vt

EQUIPMENT, SITE,SIGNAGE & CONTACTINFORMATION

54761-001

12/23/11

RA

YZ

OR

RA

NC

H

HERITAGE

16766

CAROL KAMENISH

Starbucks Coffee Company

TEXAS

KATHY TRAVIS

12/23/11

I-602

11108.034

DE

NT

ON

13057

SPECIALTY EQUIPMENT SCHEDULE:

SIGNAGE SCHEDULE:

SITE SCHEDULE:SPECIALTY EQUIPMENT SCHEDULE

Design ID Count Old Tag(s) Description Comments Responsibility

12023 1 M270 Sugar Dispenser SST - 17in VD12118 1 M272 Condiment Cart Pan SST - 28x11in VD

Bath & Toilet Accessories10099 2 M063; M307; M507 Restroom Toilet Paper Holder VD10172 2 M064; M308 Restroom Seat Cover Dispenser 3PL10859 2 M059; M304; M505; M537 Restroom Grab Bar - 48in 3PL10862 2 M060; M305 Restroom Grab Bar - 36in 3PL10878 2 M036; M177; M302 Diaper Changing Station - 35x20in SB10976 1 M066 Restroom Trash Sanitary Napkin Recessed GC10977 3 M052; M509; M056 Paper Towel Dispenser Full Size - Translucent Grey 3PL10992 1 M055; M155; M508 Paper Towel Dispenser Half Size - Translucent Grey SB11115 3 M054; M524; M954 Restroom Soap Dispenser Sink Mounted GC

Fire Extinguishers10501 1 M043; M182 Fire Extinguisher GC

Food Service - Appliances & Equipment10110 1 E421; E356 Fridge Reach In 1 Door RH - 29in 3PL10267 1 E328; E329; E333; E335; E373; E393; E407; E424 Fridge Undercounter 1 Door - 27in 3PL10312 5 E543; E559 Brewer Soft Heat Single Warming Stand SB10344 1 P012 Ice - Bin Drop In 95lb VD10473 2 E301; E327; E330; E334; E408 Fridge Undercounter 2 Door - 48in SB10512 1 E345 Ice - Machine 1201lb Remote Cooled VD10527 1 P392 Ice - Bin Drop In 45lb SB10724 1 E003; E006; E010; E020; E037; E038; E041 Grinder Grindmaster SB10746 1 E140; E143; E145; E174 Brewer Soft Heat Dual SB10797 1 E338; E402 Pastry Case with Self Serve - 66in - Bronze SB10856 7 E807 Brewer Soft Heat Server SB11083 1 E422 Fridge Reach In 2 Door - 51x35in 3PL12407 1 E596 Oven Next Generation TurboChef VD12480 1 E409 Fridge with Stainless Countertop - 29in 3PL12508 2 E700 Blender Quiet Model On Counter VD12694 2 E512; E513; E514; E515; E516; E517; E518; E519 Espresso Machine Mastrena SB12881 1 NA Ice - Bin Upright 1000lb VDx0108 1 SS LANDING SHELF GC

Lockers10293 1 M023; M514; M538 10 Comp Locker SB10836 1 M028 10 Comp Locker Top SB11104 1 M021 10 Comp Locker Base SB

Office Equipment10467 1 M049; M234; M530; F712 File Cabinet 2 Drawer SB

Other Equipment10091 1 M222 Cup Dispenser Tall Hot Vertical 3PL10194 2 E804 Blender Pitcher Rinser SM10314 1 E533; E534; E535; E537; E613 Scale Digital with Adjustable Display Mount SB10396 1 M221 Cup Dispenser Short Hot Vertical SB10439 2 M034; M134; M533 Cup Dispenser Grande Venti Hot Horizontal SB10757 5 M238 Cup Dispenser Tall Cold Horizontal SB10788 1 M135; M236; M534 Cup Dispenser Tall Hot Horizontal SB10855 2 M223 Cup Dispenser Grande Venti Hot Vertical SB10947 1 M053; M303; M506 Soap Dispenser Wall Mounted 3PL11055 2 M237 Cup Dispenser Grande Venti Cold Horizontal SB11737 5 M035 Cup Dispenser Short Hot Horizontal SB12632 1 M401 Bicycle Tire Patch Kit 3PL12633 1 M400 Bicycle Tire Pump 3PL

Parts Bins10829 5 M099 Corner Guard - 1.25in - Pewter GC11061 1 M012; M183; M526; M349 Trash Drop Ring Round 3PL

Shelving10222 2 M072 Wire Shelf Grid at Sink SB10416 7 M032; M176; M515 Workroom Wire Shelving SB10462 7 M033 Workroom Wire Shelving Posts SB10524 1 M918 Wire Shelf Undercounter at Sink SB10698 1 M067; M531 Mop Rack with 3 Holders SB11005 1 M071 DT Wire Rack Channel Mounted

Solid Waste Handling Equipment10907 1 E809; E816 Dishwasher Legs and Skirt SB11070 1 E451; E453; E454; E455; E456; E457; E458; E459;

E460; E461Dishwasher Sanitizer SB

SITE SCHEDULEDesign ID Count Old Tag(s) Description Comments Responsibility

Food Service Equipment10020 1 D204 DT Window Shelf - 48in - Stainless GC

Other Site Development10050 1 S800 DT Pre Menu - Freestanding VD10052 1 S802 DT 5 Panel Menu - Freestanding VD

Site Furnishings10033 1 M044; M191 Trash - Round - 18in with Ash Urn SB10046 1 S605; S614 DT Speaker Post VD10047 1 S613 Sign - DT Clearance Bar Freestanding -

10x13ftVD

SIGNAGE SCHEDULEDesign ID Count Old Tag(s) Description Bulb Comments Responsibility

Signage11169 2 S660 Sign - Drive Thru SF Illuminated Flush

Mounted - 62in 1575mmVD

13157 1 NA Sign - Disk DF Illuminated SuspendedEvolved - 24in 610mm

VD

13162 2 NA Sign - Disk SF Illuminated Wall MountedEvolved - 36in 915mm

VD

13166 4 NA Sign - DT Directional DF Illuminated withLogo Evolved - 30in 760mm

VD

x0700 1 NA Sign - INLINE ILLUMINATED ON 2" DEEPRACEWAY W/ BRUSHED ALUMINUMBACKER PLATE - 16in

MODIFIED VERSION OF 11423; REFERTO RAYZOR RANCH TENANT CRITERIAMANUAL

VD

RESPONSIBILITY LEGEND

3PL Third Party LogisticsGC Provided by General ContractorLL Provided by LandlordSM Ordered by Store ManagerVD Vendor Direct

CUSTOM CONTACT INFORMATION:CUSTOM ITEM CONTACT INFORMATION

ITEM MANUFACTURER CONTACT EMAILCELL

PHONEPHONE

NUMBER FAX ADDRESS COMMENTSARTWORK GFX JOHN STOCKWELL [email protected] 847.543.4675 [email protected]. FRAME STAPLES STAPLES OFFICE

SUPPLYLOCAL STAPLES RETAILER ITEM #:507954 MODEL #: 10931-CC

SEATING CUSTOM SEATING INC. DAVID GROENEMAN [email protected] 1.800.223.7328 341 SOUTH 41ST STREET EAST, MUSKOGEE, OK 74403

DATA DEVICE SCHEDULEDesign ID Count Old Tag(s) Description Comments Responsibility

Checkout Counters10035 1 M073; M516 Monitor Stand Wall Mounted VD

Data Networking10002 1 A004; A041 Computer Manager Workstation VD10007 1 A250 Printer Manager Workstation VD10019 1 A700 Wide Area Network Hardware VD

Other Equipment10028 1 E597 Safe - Base VD

Other Special Control& Instrumentation10012 1 A030; A048 DT Communication System VD

Public Address & Music Systems10005 1 A008; A009; A010; A024; A025; A026 Music System 3PL10017 3 A606; A044 Speaker Surface Mounted - (Designer Specify) White or Black SB10076 1 A037 Amplifier 3PL

Security & Detection Systems10004 1 A006; A014; A018; A019 Alarm System VD10014 1 A015; A042 POS - Printer VD

Security Equipment10009 1 A020; A049 Monitor - DT CCTV VD10010 1 A021; A051; A600 Monitor - Order Display VD10013 1 A031 DT Queue Camera VD10024 1 E556; E549 Safe - LH - 20x18x26in VD

Shelving10011 1 A022; A032; A034; A035; A100; A150; A200 Equipment Rack - 6ft VD

Telephone Systems10000 1 A001; A003; A040 Phone 1 Line SB

Teller & Service Equipment10003 1 A005; A007; A011; A012; A043; A045; A047; A300;

A400; A500Register Full Size VD

10008 3 A016; A017; A350; A450 Register Compact VD10014 2 A015; A042 POS Printer VD10022 1 E546; E547; E568 Money Counter VD10075 3 A544; E544 Cup Labeler VD

Vault Equipment10029 6 A046; A601; A602; A603 POS Bank SB

DATA DEVICE SCHEDULE:

REVISION SCHEDULEREV DATE BY DESCRIPTION