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LI M N r CID 0 04N M N r GENERAL NOTES 1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS SITE SURVEYOR AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. 4, GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS. 6, GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS,FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS. 8, GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GENERAL CONTRACTOR'S "STORE CLOSE-OUT PACKAGE" AS DESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT. 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. REFER TO CONSTRUCTION MANAGEMENT AGREEMENT FOR METHODS AND LEAD TIMES. 10. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY". 11. FOR THE PURPOSE OF THE DOCUMENTS, TO "INSTALL", SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS, AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATION INSTALLATION, UNLESS OTHERWISE NOTED. 12. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS DESIGN MANAGER. 13. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION. ARCHITECTURAL SYMBOL LEGEND N NORTH ARROW SWXXXX PAINT TAG XXXXXX DESIGN ID TAG EXT ELEVATION p DOOR TAG WXXXXX WINDOW TAG INT ELEVATION X' -XX" AFF ABOVE FINISHED FLOOR HEIGHT TAG (IMPERIAL) SECTION CALLOUT XXX( AFF ABOVE FINISHED FLOOR HEIGHT TAG (METRIC) _ X DIMENSION LINE FROM DETAIL CALLOUT FINISH FACE TO FINISH --- FACE AX REVISION TAG DATUM POINT REVISION CLOUD INDEX OF SHEETS SHEET SHEET TITLE GENERAL G-0001 GENERAL INFORMATION 2 G-0002 LIFE SAFETY PLAN G-0003 ACCESSIBILITY GUIDELINES G-0004 SCOPE OF WORK PLAN G-0005 LEED EDUCATIONAL SIGNAGE PLAN G-0006 PERSPECTIVE VIEWS G-0010 CONSTRUCTION SPECIFICATIONS G-0011 CONSTRUCTION SPECIFICATIONS G-0012 CONSTRUCTION SPECIFICATIONS G-0013 CONSTRUCTION SPECIFICATIONS ARCHITECTURAL A-1000 DEMOLITION SITE PLAN 2 A-1001 ARCHITECTURAL SITE PLAN 2 A-1002 ENLARGED EXTERIOR PLAN 2 A-1003 DRIVE THRU DETAILS 2 A-1004 SITE DETAILS 2 A-1005 SITE DETAILS 2 A-2001 EXTERIOR ELEVATIONS 2 INTERIORS 1-1101 DEMOLITION FLOOR PLAN 1-1102 DEMOLITION CEILING PLAN 1-1103 FLOOR PLAN 1-1103.1 DOOR AND WINDOW SCHEDULES 1-1104 PENETRATION PLAN 1-1105 FF AND E PLAN 2 1-1105.1 FF AND E SCHEDULES 2 1-1106 CASEWORK PLAN 1-1106.1 CASEWORK SCHEDULE 1-1106.2 ENLARGED BAR PLAN - EQUIPMENT 1-1106.3 ENLARGED BAR PLAN - CABINETS 1-1107 REFLECTED CEILING PLAN 1-1107.1 DIMENSIONED CEILING AND LIGHTING PLAN 1-1109 FLOOR FINISH PLAN 1-1111 WALL FINISH PLAN 1-2101 INTERIOR ELEVATIONS 1-2102 INTERIOR ELEVATIONS 1-2103 INTERIOR ELEVATIONS 1-2104 INTERIOR ELEVATIONS 1-4102 ENLARGED RESTROOM PLAN 1-4102.1 ENLARGED RESTROOM ELEVATIONS 1-5001 CONSTRUCTION DETAILS 1-5002 CONSTRUCTION DETAILS 1-5003 RESTROOM AND WORKROOM DETAIL 1-5004 FLOOR FINISH DETAILS 1-5005 WALL FINISH DETAILS 1-5006 CASEWORK DETAILS 1-5007 CASEWORK DETAILS 1-5008 CASEWORK DETAILS 1-5009 CASEWORK DETAILS 1-5010 CASEWORK DETAILS 1-5011 CASEWORK DETAILS 1-5012 CASEWORK DETAILS 1-5013 CASEWORK DETAILS 1-5014 CONNECTION DETAILS 1-6001 SCHEDULES 1-6002 SCHEDULES PLUMBING P-0001 PLUMBING NOTES P-0002 PLUMBING SCHEDULES P-1101 PLUMBING SUPPLY PLAN P-1102 PLUMBING WASTE PLAN P-1103 WASTE SCHEMATIC P-1104 GAS PIPING PLAN P-5001 PLUMBING DETAILS MECHANICAL M-0001 MECHANICAL NOTES M-1101 MECHANICAL PLAN M-5001 MECHANICAL DETAILS ELECTRICAL E-0001 ELECTRICAL NOTES E-1001 ELECTRICAL SITE PLAN E-1101 ELECTRICAL DESIGN PLAN E-1102 LIGHTING DESIGN PLAN E-1103 ELECTRICAL LOW VOLTAGE PLAN E-5001 ELECTRICAL DETAILS E-6001 PANELBOARD SCHEDULES PROJECT SCOPE: - NEW DT EQUIPMENT - EXPANSION INTO ADJACNET SPACE - NEW FINISHES, EQUIPMENT, AND FIXTURES - NEW PARTITIONS - DEMO OF ADAJACENT SPACE - DEMO OF CURRENT SPACE (EXCEPT FOR SOME EQUIPMENT) PROJECT CONTACTS 2 Current PROGRAM Revision MANAGER: DESIGNER: CONSTRUCTION MANAGER: ARCHITECT OF RECORD: PROJECT MANAGER: MEP CONSULTANT OF RECORD: KIRBY MEINDL 564 W. RANDOLPH ST. 3RD FLOOR CHICAGO, IL 60661 (312) 380-3736 KMEINDL@STARBUCKS.COM LISA MACEDA 564 W. RANDOLPH ST. 3RD FLOOR CHICAGO, IL 60661 EMACEDA@STARBUCKS.COM EDWARD ABRAM 1402 NORTH CAPITOL LAKE SUITE 200 INDIANAPOLIS, IN 46202 (901) 598-8306 CELL EABRAM@STARBUCKS.COM DONALD RETHMAN DESIGN FORUM ARCHITECTS 700 W.PETE ROSE WAY SUITE 460 -5TH FLOOR, CINCINNATI, OH 45203 (513) 975-4229 OFFICE DON.RETHMAN@INTERBRAND.COM PETER CHEETHAM DESIGN FORUM ARCHITECTS 700 W.PETE ROSE WAY SUITE 460 -5TH FLOOR, CINCINNATI, OH 45203 (513) 975-4225 OFFICE PETER.CHEETHAM@INTERBRAND.COM TIM RABERDING DESIGN FORUM ENGINEERING 700 W.PETE ROSE WAY SUITE 460 -5TH FLOOR, CINCINNATI, OH 45203 (513) 975-4209 TIM.RABERDING@INTERBRAND.COM ABBREVIATIONS SITE AND OCCUPANCY VICINITY PLAN PROJECT DESCRIPTION: EXPANSION LEED LEADERSHIP IN ENERGY AND REQ'D Provided t �;f� 1 1 ENVIRONMENTAL DESIGN A/C AIR CONDITIONING LL LANDLORD ACT ACOUSTICAL CEILING TILE Drinking Fountain Not Required BUILDING HEIGHT: 1 STORY MAX MAXIMUM AFF f MEP *' AMP AMPERE J AND PLUMBING" ARCH ARCHITECT MFR MANUFACTURER BUILDING AREA: 2822 SF TOTAL MIN �' BOH BACK OF HOUSE MTL METAL CAB 1625 SF EXISTING STORE NIC t���li.#,���� CL `3 NL NIGHT LIGHT CLG 1197 SF EXPANSION INTO ADJACENT SPACE NTS NOT TO SCALE CM CONSTRUCTION MANAGER J w F- U CTR CENTER OC ON CENTER CX COMMISSIONING OD OUTSIDE DIAMETER BUILDING USE: COMMERCIAL OF/CI OWNER FURNISHED/ CONC CONCRETE CONTRACTOR INSTALLED � OF/OI OWNER FURNISHED/OWNER DEG DEGREE ZONING: B-3 1 qw :. �' t.��;� t����)z DIA DIAMETER PD PRODUCTION DESIGNER TYPE OF USE: COFFEE SHOP PLC ���� ���� DM y' PM PROJECT MANAGER DN A-2 ASSEMBLY ' R RADIUS TYPE OF OCCUPANCY: EACH RCM RENOVATIONS CONSTRUCTION EL ELEVATION MANAGER OCCUPANCY LOAD: RETAIL: 137 SF / 30 5t REFERENCE EXIST EXISTING �� REQUIRED EXT EXTERIOR CAFE/SEATING: 1212 SF / 15 - 81 RND ROUND FF&E "FURNITURE, FIXTURE, AND BEVERAGE/PREP: 408 SF / 200 2 EQUIPMENT" FIO FURNISHED SB STARBUCKS AND INSTALLED BY OWNER SC SOLID CORE RESTROOM/STORAGE: 792 SF / 300 = 3 SF SQUARE FEET FOH FRONT OF HOUSE SHT SHEET FT TOTAL OCCUPANCY = 91 SIMILAR ~' SPEC �•� G GROUND SQ SQUARE 1}"€ GENERAL CONTRACTOR EXTERIOR SEASONAL TEMPORARY HC HOLLOW CORE TYP TYPICAL HDW SEATING: HM HOLLOW METAL UON UNLESS OTHERWISE NOTED �18 HORIZONTAL �f HR HOUR VD VENDOR DIRECT HT HEIGHT VERT VERTICAL HVAC EXIT CAPACITY: EXIT 1:42"WIDE VERIFY IN FIELD n AIR CONDITIONING" INSIDE DIAMETER EXIT 1:36" WIDE�, INT INTERIOR �.� �t� , in EXIT 2:36" WIDE TOTAL EXIT WIDTH PROVIDED: 114 IN ref, �� �,��•� 0.2 X 91 OCCUPANTS = 18.2 IN REQUIRED TRAVEL DISTANCE: ALLOWED TRAVEL DISTANCE: 200'-0"<, . ACTUAL TRAVEL DISTANCE: 82'-2" 82'-2" < 200'-0" THEREFORE COMPLIES NUMBER OF EXITS: MIN. NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED 3 ROOM SCHEDULE NAME BEVERAGE PREP. CAFE/SEATING RETAIL RR/WORKROOM UNOCCUPIABLE AREA GRAND TOTAL 3PL THIRD PARTY LOGISTICS LEED LEADERSHIP IN ENERGY AND REQ'D Provided Water Closets 1 1 ENVIRONMENTAL DESIGN A/C AIR CONDITIONING LL LANDLORD ACT ACOUSTICAL CEILING TILE Drinking Fountain Not Required ADJ ADJUSTABLE MAX MAXIMUM AFF ABOVE FINISHED FLOOR MEP "MECHANICAL, ELECTRICAL, AMP AMPERE J AND PLUMBING" ARCH ARCHITECT MFR MANUFACTURER J J MIN MINIMUM BOH BACK OF HOUSE MTL METAL CAB CABINET NIC NOT IN CONTRACT CL CENTER LINE NL NIGHT LIGHT CLG CEILING NTS NOT TO SCALE CM CONSTRUCTION MANAGER J w F- U CTR CENTER OC ON CENTER CX COMMISSIONING OD OUTSIDE DIAMETER CXA COMMISSIONING AGENT OF/CI OWNER FURNISHED/ CONC CONCRETE CONTRACTOR INSTALLED OF/OI OWNER FURNISHED/OWNER DEG DEGREE INSTALLED DET DETAIL DIA DIAMETER PD PRODUCTION DESIGNER DIM DIMENSION PLC PLACE DM DESIGN MANAGER PM PROJECT MANAGER DN DOWN R RADIUS EA EACH RCM RENOVATIONS CONSTRUCTION EL ELEVATION MANAGER EQ EQUAL REF REFERENCE EXIST EXISTING REQ'D REQUIRED EXT EXTERIOR REV REVISION RND ROUND FF&E "FURNITURE, FIXTURE, AND EQUIPMENT" FIO FURNISHED SB STARBUCKS AND INSTALLED BY OWNER SC SOLID CORE FLR FLOOR SF SQUARE FEET FOH FRONT OF HOUSE SHT SHEET FT FOOT/FEET SIM SIMILAR SPEC SPECIFICATION G GROUND SQ SQUARE GC GENERAL CONTRACTOR TEMP TEMPORARY HC HOLLOW CORE TYP TYPICAL HDW HARDWARE HM HOLLOW METAL UON UNLESS OTHERWISE NOTED HORIZ HORIZONTAL HR HOUR VD VENDOR DIRECT HT HEIGHT VERT VERTICAL HVAC "HEATING, VENTILATING, AND VIF VERIFY IN FIELD AIR CONDITIONING" ID INSIDE DIAMETER INT INTERIOR AREA 408 SF 1212 SF 137 SF 783 SF 273 SF 2813 SF APPLICABLE BUILDING CODES 2014 INDIANA BUILDING CODE, 2012 INDIANA PLUMBING CODE, 2014 INDIANA ELECTRICAL CODE, 2014 INDIANA MECHANICAL CODE, 2014 INDIANA FIRE CODE, 2010 INDIANA FIRE CODE, 2010 INDIANA ENERGY CONSERVATION CODE. CODE CLASSIFICATION A. OCCUPANCY GROUP: A-2 ASSEMBLY B. CONSTRUCTION CLASSIFICATION TYPE: II -B, NON SPRINKLERED C. AUTOMATIC FIRE SUPPRESSION SYSTEM INSTALLED: NO D. ZONING: B-3 SITE FIXTURE CALCULATION MIN Number of Plumbing Fixtures: Occupant Load : 62 Indoor Seats 18 Outdoor Seasonal Seats 70 Total Seats Distribution: Men: 35 Women: 35 2012 INDIANA PLUMBING CODE: Men Women Water Closets 1 Per 75 Occupants 1 Per 75 Occupants Lavatories 1 Per 200 Occupants 1 Per 200 Occupants Urinals 0 N/A Fixture Men Women REQ'D Provided REQ'D Provided Water Closets 1 1 1 1 Urinals 0 0 N/A N/A Lavatories 1 1 1 1 Drinking Fountain Not Required Not Required STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FI II I V PYFzr.1 ITPn RV Rr)TH PARTIPC STARBUCKS TEMPLATE VERSION i2017.08.25 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) q21-2210 License: AR19700147 Desi n Forum Engineering 700 W. Pete Rose Way, Suits 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 License: PE10504904 NOAR 19700147 01/2-2/18w 1/23/18 STORE #: 8123 PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEE DO AP: PRODUCTION DESIGNER: W CHECKED BY: J � W J J M M W LU M W w W Z 0 F- = J w F- U vJ U O LU 0 M LU ° Q IY a r'- X a M r- U STORE #: 8123 PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEE DO AP: PRODUCTION DESIGNER: PETER CHEETHAM CHECKED BY: Revision Schedule Rev Date By Description 1 12/6/201 State Permit Comments 7 2 1.19.17 Planning Comments SHEET TITLE: GENERAL INFORMATION I SCALE: NO SCALE I SHEET NUMBER: G-0001 I 'Lq L ji JAN2 2 lT R fi I { BY R O U U N NI O NI A 3 Y a a� N M 06 M r �I U M c N E U O D O -C U U M N LAI N U) N N r oo V_ O N M N r E) DRIVE THRU FIMER LOOP SENSOR DEMOLITION SITE PLAN Scare: 1/16" = V-0" O z ��Y X.� LLJ 0 1 8' 16' 32' Scale: 1/16"= 1'-0" SHEET NOTES 1. EXISTING CIRCULAR BOLLARD TO REMAIN. 2. EXISTING TRASH ENCLOSURE WITH CONCRETE PAD TO REMAIN. 3. EXISTING LANDSCAPING TO REMAIN. 4. EXISTING ADA RAMP TO REMAIN. 5. EXISTING SIDEWALK TO REMAIN. 6. EXISTING OUTDOOR FURNITURE AND UMBRELLAS TO BE DEMOLISHED. COORDINATE WITH STARBUCKS CM FOR DISPOSAL OF FURNITURE FROM SITE. 7. EXISTING PATIO RAILING TO REMAIN. 8. EXISTING LIGHT POLE TO REMAIN. 9. EXISTING STRIPING TO REMAIN. 10. EXISTING ADA PARKING AND ADA PARKING SYMBOL TO REMAIN. 11. EXISTING TRANSFORMER WITH CONCRETE PAD TO REMAIN. 12. EXISTING FIRE HYDRANT TO REMAIN. 13. EXISTING ELECTRICAL UTILITY TO REMAIN. 14. EXISTING "STOP" SIGN TO REMAIN. 15. EXISTING "STOP" BAR TO REMAIN. 16. EXISTING "SPEED LIMIT" SIGN TO REMAIN. 17. EXISTING SPEAKER POST TO BE DEMOLISHED. 18. EXISTING CROSSWALK STRIPING TO REMAIN. 19. EXISTING CANOPY ABOVE TO REMAIN. 20. LEASE LINE. 2 21 XISTING STRIPING TO BE REMOVED - PREP FOR NEW STRIPING.. 22. EXISTING DRIVE-THRU SHELF TO BE DEMOLISHED. 23. EXISTING THANK YOU/EXIT ONLY SIGNAGE TO BE DEMOLISHED, FOOTING TO REMAIN. 24. EXISTING 5 -PANEL MENU BOARD TO BE DEMOLISHED, FOOTING TO REMAIN. 2 25. XISTING PRE -MENU BOARD TO BE DEMOLISHED, FOOTING TO REMAIN. CAP EXISTING CONDUIT AND COVER FOOTING W/ LANDSCAPING TO MATCH ADJACENT. 26. EXISTING CLEARANCE BAR TO BE DEMOLISHED, FOOTING TO REMAIN. ORTION OF PATIO RAILING TO BE REMOVED BETWEEN TWO 2 27 POST. SITE DEMOLITION LEGEND MATERIALS TO BE DEMOLISHED STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FI II 1 Y FXFf'.I ITI=n RV RnT1-I PARTIFC STARBUCKS TEMPLATE VERSION i2017.08.25 Design Forum Architects Inc. 700 W. Pets Rose Way, Sults 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 license: ARI 9700147 Design Forum gi En neerin 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513) 421-2210 License: PE10504904 STORE #: ..I PROJECT #: 25450-048 ISSUE DATE: 11/1/17 J LISA MACEDA LEEDCAP: PRODUCTION DESIGNER: w CHECKED BY: 0 .j W N J JM M Q 0 (0 U) .__Id. LU QW w W Z Z o-� Q = W U Cis U O ° V--� CM ° ~Cr Q 0 STORE #: 8123 PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEEDCAP: PRODUCTION DESIGNER: PETER CHEETHAM CHECKED BY: Revision Schedule Rev Date By Description 2 1.19.17 Planning Comments SHEET TITLE: DEMOLITION SITE PLAN SCALE: 1/16" = 1'-0" SHEET NUMBER: A-1000 ►� 'a7 SITE SCHEDULE - "Y" DESIGN ID I COUNT DESCRIPTION RESP. COMMENTS EXTERIOR MENU 14030 1 MENU BOARD - DT DIGITAL ORDER SCREEN SB -SB REFER DETAIL: 6/A-1003 DRIVE THRU w POST - FLAT BLACK MT0028 14091 1 14116 1 MENU BOARD - DT DIGITAL ORDER SCREEN - SB -SB REFER DETAIL: 6/A-1003; FOOTING SIGN - DT DIRECTIONAL ILLUMINATED ARROW SERIES WITH LOGO - 461N 1170MM SB -SB FLAT BLACK MT0028 [__i_4106 AND CONDUIT BY GC 14119 1 MENU BOARD - DT 5 PANEL FREESTANDING - SB -SB REFER DETAIL: 1/A-1003 Q 108X651N 2745X1650MM - FLAT BLACK MT0028 0 (0 15700 1 MENU BOARD - DT DIGITAL ORDER SCREEN SB -SB REFER DETAIL: 8/A-1003 LLI W CONTROLBOX W Z OTHER 10020 1 DT WINDOW SHELF - 481N 1205MM - SST SB -GC SEE DETAIL: 4/A-1003; READY U O ACCESS - MODEL 275 SHELF 10042 2 BIKE RACK HOOP SB -GC REFER DETAIL: 9/A-1004 14093 1 DT WAYFINDING GRAPHIC ORDER POINT GC -GC SEE DETAIL: 11/A-1004; ENNIS FLINT - STAR PATTERN - WHITE STARBUCKS DRIVE THROUGH, DESIGN # 14-110; 336.475.6600 14095 1 DT WAYFINDING GRAPHIC EXIT ARROW - GC -GC SEE DETAIL:7/A-1004; ENNIS FLINT - WHITE STARBUCKS DRIVE THROUGH DIRECTIONAL ARROWS; DESIGN # 14-020-03 14101 1 DT WAYFINDING GRAPHIC ENTRY ARROW - GC -GC REFER DETAIL: 6/A-1004; ENNIS FLINT GREEN - STARBUCKS DRIVE THROUGH DIRECTIONAL ARROWS; DESIGN # 14-020-03 14103 1 BOLLARD NONILLUMINATED SQUARE - FLAT GC -GC REFER DETAIL: 1/A-1004 BLACK MT0028 14323 4 DT WAYFINDING GRAPHIC DIRECTIONAL GC -GC REFERENCE PAINT P936 FOR DOUBLE ARROW - GREEN SPECIFICATIONS; REFER DETAIL: 8/A-1004 14324 4 DT WAYFINDING GRAPHIC DIRECTIONAL GC -GC REFERENCE PAINT P935 FOR DOUBLE ARROW - WHITE SPECIFICATIONS; REFER DETAIL: 8/A-1004 X2101 1 AWNING - STOREFRONT - 4FT 122CM - GREEN SB -GC EXISTING FRAME TO REMAIN. ORDER CANVAS CANVAS ONLY UMBRELLA 12147 3 UMBRELLA - BASE FOR CANOPY - BLACK SB -GC MT0028 16628 3 UMBRELLA - WITHOUT VALANCE - 6FT 183CM SB -GC - GREY CANVAS F0177 13 Y 14323 _ 12 Y 14324 � _ 2 6 Y 14103% Y 14116 Y 14030 cp.............. Y 15700 r<.f:j n I 9 ii ; ;VON I 6 00 LL A-2001 � Y 14119 / .�fif/f 10 5 --� -- - DtIVE .... THRtU LANE 17 1 43 3N -1002 scale: 1/16" = V-0" Y 10020 3 15' 5,l 2 0 SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT. RESPONSIBILITY LEGEND SB -GC FURNISHED BY STARBUCKS - INSTALLED BY GENERAL CONTRACTOR SB -SB FURNISHED BY STARBUCKS - INSTALLED BY STARBUCKS GC -GC FURNISHED BY GENERAL CONTRACTOR - INSTALLED BY GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION I 8' 16' 32' Scale: 1/16"= V-0" ARCHITECTURAL SITE PLAN NOTES A. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. C. GC IS RESPONSIBLE FOR PROVIDING SITE WORK, INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER. D. GC TO RE -SEAL AND RE -STRIPE ALL PARKING AND DRIVE-THRU. E. EXISTING TRASH ENCLOSURE TO REMAIN. F. EXISTING 6" (150MM) THICK CONCRETE PAVING TO REMAIN. G. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. SHEET NOTES 1. ALL NEW SITE WORK BY GC. 2. DRIVE-THRU EXIT ARROW BY GC. 3. DRIVE-THRU ENTRY ARROW BY GC. 2 4. NEW STRIPING BY GC. (COLOR: WHITE). 5. GC TO INSTALL NEW DRIVE-THRU SHELF, SEE DETAIL 5/A-1003. 6. NON ILLUMINATED SQUARE BOLLARD BY GC. 7. REPLACE EXISTING CLEARANCE BAR WITH NEW. REUSE EXISTING FOOTING. 8. "DO NOT ENTER" PAVEMENT TEXT BY GC. (COLOR: WHITE). 9. INSTALL NEW DIGITAL ORDER SCREEN. GC TO RE-ROUTE EXISTING CONDUIT TO NEW LOCATION. CONCRETE FOOTING & BASE BY GC. 10 EPLACE EXISTING 5 -PANEL MENU BOARD WITH NEW. REUSE XISTING FOOTING AND CONDUIT. SEE 5/A-1005 FOR NEW BASE. A 11 EPLACE EXISTING DT DIRECTIONAL SIGN. REUSE EXISTING FOOTING AND CONDUIT. 12. EXIT PAVEMENT DOUBLE ARROW -WHITE BY GC, SEE DETAIL 8/A-1004. 13. ENTER PAVEMENT DOUBLE ARROW -GREEN BY GC, SEE DETAIL 8/A-1004. 14. WHEEL STOP BY GC. 15. "STOP" BAR BY GC. (COLOR: WHITE). 16. INSTALL NEW PATIO FURNITURE. REFER TO FF&E PLAN. 17. LEASE LINE 18. BIKE RACK BY GC, SEE DETAIL 9/A-1004. )TO EPLACE EXISTING DRIVE-THRU'EXIT ONLY' SIGN WITH NEW. ELISE EXISTING FOOTING. SEE 3/A-1005 FOR NEW BASE. C TO CONSTRUCT NEW ACCESSIBLE TRUNCATED DOME. REFER 2 DETAIL: 1/A-1005. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FI II 1 V FXFr..I ITFn RV Rr)TH PARTIFC STARBUCKS TEMPLATE VERSION i2017.08.25 Design Forum Architects Inc. 700 W. Pets Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR19700147 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 License:PE10504904 J EXTERIOR SIGNAGE SCHEDULE - "S" 25450-048 DESIGN ID I COUNT DESCRIPTION RESP. COMMENTS SIGNAGE - DRIVE THRU w CHECKED BY: 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED ARROW SERIES - 461N 1170MM SB -SB EXISTING FOOTING & CONDUIT, SIGN (SB); SEE DETAILA/A-1004 1410 1 SIGN - DT DIRECTIONAL ILLUMINATED ARROW SERIES WITH LOGO - 461N 1170MM SB -SB EXISTING FOOTING & CONDUIT (GC), SIGN (SB); SEE DETAIL:3/A-1004 [__i_4106 1 SIGN - DT CLEARANCE BAR ARROW SERIES FREESTANDING SB -SB EXISTING FOOTING & CONDUIT, SIGN (SB); SEE DETAIL: 2/A-1004 3 15' 5,l 2 0 SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT. RESPONSIBILITY LEGEND SB -GC FURNISHED BY STARBUCKS - INSTALLED BY GENERAL CONTRACTOR SB -SB FURNISHED BY STARBUCKS - INSTALLED BY STARBUCKS GC -GC FURNISHED BY GENERAL CONTRACTOR - INSTALLED BY GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION I 8' 16' 32' Scale: 1/16"= V-0" ARCHITECTURAL SITE PLAN NOTES A. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. C. GC IS RESPONSIBLE FOR PROVIDING SITE WORK, INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER. D. GC TO RE -SEAL AND RE -STRIPE ALL PARKING AND DRIVE-THRU. E. EXISTING TRASH ENCLOSURE TO REMAIN. F. EXISTING 6" (150MM) THICK CONCRETE PAVING TO REMAIN. G. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. SHEET NOTES 1. ALL NEW SITE WORK BY GC. 2. DRIVE-THRU EXIT ARROW BY GC. 3. DRIVE-THRU ENTRY ARROW BY GC. 2 4. NEW STRIPING BY GC. (COLOR: WHITE). 5. GC TO INSTALL NEW DRIVE-THRU SHELF, SEE DETAIL 5/A-1003. 6. NON ILLUMINATED SQUARE BOLLARD BY GC. 7. REPLACE EXISTING CLEARANCE BAR WITH NEW. REUSE EXISTING FOOTING. 8. "DO NOT ENTER" PAVEMENT TEXT BY GC. (COLOR: WHITE). 9. INSTALL NEW DIGITAL ORDER SCREEN. GC TO RE-ROUTE EXISTING CONDUIT TO NEW LOCATION. CONCRETE FOOTING & BASE BY GC. 10 EPLACE EXISTING 5 -PANEL MENU BOARD WITH NEW. REUSE XISTING FOOTING AND CONDUIT. SEE 5/A-1005 FOR NEW BASE. A 11 EPLACE EXISTING DT DIRECTIONAL SIGN. REUSE EXISTING FOOTING AND CONDUIT. 12. EXIT PAVEMENT DOUBLE ARROW -WHITE BY GC, SEE DETAIL 8/A-1004. 13. ENTER PAVEMENT DOUBLE ARROW -GREEN BY GC, SEE DETAIL 8/A-1004. 14. WHEEL STOP BY GC. 15. "STOP" BAR BY GC. (COLOR: WHITE). 16. INSTALL NEW PATIO FURNITURE. REFER TO FF&E PLAN. 17. LEASE LINE 18. BIKE RACK BY GC, SEE DETAIL 9/A-1004. )TO EPLACE EXISTING DRIVE-THRU'EXIT ONLY' SIGN WITH NEW. ELISE EXISTING FOOTING. SEE 3/A-1005 FOR NEW BASE. C TO CONSTRUCT NEW ACCESSIBLE TRUNCATED DOME. REFER 2 DETAIL: 1/A-1005. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FI II 1 V FXFr..I ITFn RV Rr)TH PARTIFC STARBUCKS TEMPLATE VERSION i2017.08.25 Design Forum Architects Inc. 700 W. Pets Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR19700147 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 License:PE10504904 J PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: w CHECKED BY: 0 J n W N JM -j ch Q 0 (0 .L w LLI W 0 W Z z—� Q =w 15' 5,l 2 0 SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT. RESPONSIBILITY LEGEND SB -GC FURNISHED BY STARBUCKS - INSTALLED BY GENERAL CONTRACTOR SB -SB FURNISHED BY STARBUCKS - INSTALLED BY STARBUCKS GC -GC FURNISHED BY GENERAL CONTRACTOR - INSTALLED BY GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION I 8' 16' 32' Scale: 1/16"= V-0" ARCHITECTURAL SITE PLAN NOTES A. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION, AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. C. GC IS RESPONSIBLE FOR PROVIDING SITE WORK, INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER. D. GC TO RE -SEAL AND RE -STRIPE ALL PARKING AND DRIVE-THRU. E. EXISTING TRASH ENCLOSURE TO REMAIN. F. EXISTING 6" (150MM) THICK CONCRETE PAVING TO REMAIN. G. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. SHEET NOTES 1. ALL NEW SITE WORK BY GC. 2. DRIVE-THRU EXIT ARROW BY GC. 3. DRIVE-THRU ENTRY ARROW BY GC. 2 4. NEW STRIPING BY GC. (COLOR: WHITE). 5. GC TO INSTALL NEW DRIVE-THRU SHELF, SEE DETAIL 5/A-1003. 6. NON ILLUMINATED SQUARE BOLLARD BY GC. 7. REPLACE EXISTING CLEARANCE BAR WITH NEW. REUSE EXISTING FOOTING. 8. "DO NOT ENTER" PAVEMENT TEXT BY GC. (COLOR: WHITE). 9. INSTALL NEW DIGITAL ORDER SCREEN. GC TO RE-ROUTE EXISTING CONDUIT TO NEW LOCATION. CONCRETE FOOTING & BASE BY GC. 10 EPLACE EXISTING 5 -PANEL MENU BOARD WITH NEW. REUSE XISTING FOOTING AND CONDUIT. SEE 5/A-1005 FOR NEW BASE. A 11 EPLACE EXISTING DT DIRECTIONAL SIGN. REUSE EXISTING FOOTING AND CONDUIT. 12. EXIT PAVEMENT DOUBLE ARROW -WHITE BY GC, SEE DETAIL 8/A-1004. 13. ENTER PAVEMENT DOUBLE ARROW -GREEN BY GC, SEE DETAIL 8/A-1004. 14. WHEEL STOP BY GC. 15. "STOP" BAR BY GC. (COLOR: WHITE). 16. INSTALL NEW PATIO FURNITURE. REFER TO FF&E PLAN. 17. LEASE LINE 18. BIKE RACK BY GC, SEE DETAIL 9/A-1004. )TO EPLACE EXISTING DRIVE-THRU'EXIT ONLY' SIGN WITH NEW. ELISE EXISTING FOOTING. SEE 3/A-1005 FOR NEW BASE. C TO CONSTRUCT NEW ACCESSIBLE TRUNCATED DOME. REFER 2 DETAIL: 1/A-1005. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FI II 1 V FXFr..I ITFn RV Rr)TH PARTIFC STARBUCKS TEMPLATE VERSION i2017.08.25 Design Forum Architects Inc. 700 W. Pets Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR19700147 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 License:PE10504904 STORE #: J PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: w CHECKED BY: 0 J n W N JM -j ch Q 0 (0 .L w LLI W 0 W Z z—� Q =w U U O ) ° M LU) °V1_Q I- a CL CL M T_U STORE #: 8123 PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: PETER CHEETHAM CHECKED BY: Revision Schedule Rev Date By Description 2 1.19.17 Planning Comments SHEET TITLE: ARCHITECTURAL SITE PLAN SCALE: 1/16" = 1'-0" SHEET NUMBER: A-1001 O U t U CU NI r` 0 NI Z n a� 0 a� N CU 06 U) M UI Y U 2 w c (D E U O O U U) C-; U to AL` W U) L` a0 to N 0 T- 0 N M N r STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS 1:1 11 1 V FXF(:1 ITEM RV RnT1-I PARTIRR STARBUCKS TEMPLATE VERSION i2017.08.25 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, 01-145203 Architect In Charge Tel: (513) 421-2210 License: AR19700147 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, 01-145203 Professional Engineer Tel: 513 421-2210 License: PE10504904 kST✓� K ,� � ♦ N A M f ` AR 19�Q0247 ` � i R. r 01/23/18 'ttt•ttt:„lt�! STORE #: J PROJECT #: 25450-048 ISSUE DATE: 11/1/17 J LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: W CHECKED BY: Q J 0- w N J —' M M Q 0 (0 co U)) J Q 0 w 0 W Z z 0 Q = J W 0 L r^ �+ J 0 LU O ~ it ° a M �-- °�Q w a CO r- U STORE #: 8123 PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: PETER CHEETHAM CHECKED BY: Revision Schedule Rev I Date By I Description i 11.19.17 1 Planning Comments SHEET TITLE: ENLARGED EXTERIOR PLAN SCALE: 3/8” = 1'-0" SHEET NUMBER: IW1110 Z 0 t VJ//U�/� U M NI 0 NI Z CL a) a� N cu TZ 06 CD CIO Cl)' U n CU a) w U C a) E U O O U U CU N to U Q DO d' DO 0 N co THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. 9'-0" ELEVATION - B WIDTH OF MENU BOARD FINISH GRADE A SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN I ! PERMIT SUBMITTALS. SIGNAGE IS I NOT INCLUDED IN THE SCOPE OF I' THE BUILDING PERMIT 1 I`. I1 I 1 1 5 - 9 I� (E) CONDUIT TO PANEL V.I.F EXISTING I 1 LANDSCAPING I I I 1 •I I I I 1 I OUTLINE OF EXISTING I 1 MENU BOARD CURB —� `. A-1003 1A 1 1 CLEARANCE AREA I I of I II DRIVE-THRU I I I I EXISTING CONCRETE LANE _ i FOOTING 1 __j I I `�I I Y 14119 NEW SLAB ON GRADE - ` SEE DETAIL 4/A-1005 1I A2 I I I -- PLAN -A \ -T-3 :\ S-0" MIN CLR 5—PANEL MENU BOARD PLAN scale: 1/2" = V-0" READY ACCESS AIR 300 AIR -CURTAIN BY GC i 7 5 DRIVE-THRU WINDOW -1003 (READY ACCESS) BY GC o ATTACH SHELF TO BUILDING EXTERIOR FLUSH TO TOP OF ROUGH 10 OPENING PLAN EXISTING WALL SYSTEM O iV - `e) + EXISTING co BOLLARD 1/2" `O 12" (300MM) MINIMUM 14" (350MM) MINIMUM ELEVATION 4'-0" 4'-0" 6' - 10" HOLD / L CORIAN SOLID SURFACE TO MATCH COUNTERS BY SB 7 V,. FEB 1 4 ZQ1� I �Y 1 I EXISTING BOLLARD EXISTING BOLLARD EXISTING CURB 2 / CONCRETE FOOTING BY 2'- 11" w 1 1.- 1 / DT WINDOW PER PLAN, BY GC Z A-1003 ! O I�/ STAINLESS STEEL GC. SEE SHEET 10/A-1003 D_ AND 4/A-1005NI � 2 1 DRIVE-THRU SHELF BY GC w m 1 OUTLINE OF DIGITAL ORDER l Imo— (E) DETECTOR LOOP Y 14116 / SCREEN CONTROL BOX ON SIGN WITH ASE 1 2'- 0" CE Y 14030 CONCRETE FOOTING AND PLATE COVER OUTLINE OF DIGITAL Y 15700 3'-0"X3'-0" MIN. CLEAR (BY STARBUCKS) ORDER SCREEN AREA FOR CONTROL BOX in NOTE: THERE ARE NO NEW STRUCTURAL ELE'."ENTS REROUTE CONDUIT TO CONTROL BOX _ _ - _ _ _ _ (3) CONDUIT FROM CONTPOL REQUIRING DESIGN. EXISTING LINTEL TO BE BOX, ROUTE TO DRIVE-THRU RAISED. OPENING WIDTH AND LOADING 4 RELOCATE EXISTING I WINDOW (1) CONDUIT FROM DOES NOT CHANGE. STRUCTURAL LINTEL 4'- 0" -100 TO NEW HEIGHT AS 1 CONTROL BOX, ROUTE TO REQUIRED TO _ I- ELECTRICAL PANEL BY GC. - - CE ACCOMMODATE AIR -777 / 1 -------I--- -- CURTAIN p o \ /I I w "v — �� i z a0 8 A-1003 - FINISH GRADE READY ACCESS z w I I r I AIR 300 AIR- DRIVE-THRU w I I 1 1 I CURTAIN BY GC LANE (E) DETECTOR LOOP p w I �- CONCRETE FOOTING L L � Z o [ I Q SEE DETAIL 10/A-1003 CL W 14077 I I LO I' I READY ACCESS I I I DT WINDOW I I PER PLAN BY GC —---- - Y 1°020 DIGITAL ORDER SCREEN LOCATION — DIGITAL ORDER SCREEN I' I DT SHELF BY GC -�j " scare: 1 /2" = 1' 0" sca e: 1 /2" = 1'-0" - - - -. - - ---- ------------- -1 _ .......,..E ...........................-. 1 , i I ALL CONDUIT BY LL 1 E ................ 1 . 1......, z.- .............................�� (1) CONDUIT, ROUTE TO ELECTRICAL PANEL o l - �- I I I __- � (2) CONDUIT, ROUTE TO BUMP -OUT POINT OF SALE M I' I PROVIDE NEW (1) CONDUIT, ROUTE TO DETECTOR LOOP AT DOS I I SUPPORT FOR MOUNTED ON UNISTRUT ON DOS F I I LINTELS TO MATCH FOOTING. 1 l I EXISTING DIGITAL ORDER SCREEN CONTROL ........ ..................I .. ....... ......... L ......... m..... ......a.. ........... I I I BOX ON UNISTRUT POSTS I EXISTING EXISTING BOLLARD F- - - - - - - - - - - - - -- I I BOLLARD EXTERIOR - INTERIOR I 1 ELEVATION FINISH GRADE FINISH GRADE I I� 3'-0" x S-0" CLEAR I I AREA AT BOX DOOR ENLARGED DRIVE—THRU BUMP—OUT ELEVATION scale: 1/2" = V-0" DRIVE—THRU WINDOW SECTION Scale: 1/2" = V-0" DRIVE—THRU SHELF DETAILS (BY GC scale: 1 " = V-0" SECTION ATTACH SHELF TO BUILDING EXTERIOR FLUSH TO TOP OF ROUGH OPENING, SHELF TO BE STAINLESS STEEL MAINTAIN EXISTING EXTERIOR SILL CONDITION 1/4" SEALANT JOINT SOLID SURFACE CP0002 W/1/4" EASED EDGE C X1013 STAINLESS STEEL "L" CHANNEL 1/2" BOLT STAINLESS STEEL SHELF BY GC SIDE ELEVATION FRONT ELEVATION DTE — DOS CONTROL BOX ON DOS POST Scale: 1 " = V-0" I I I I L ----------J DTE - DOS CONTROL BOX FREESTANDING Scale: 1/2" = V-0" DOS POST; CLAMP UNISTRUT TO POST AND BOLT DCB TO UNISTRUT DIGITAL ORDER SCREEN BEYOND CONDUIT WITH WATERTIGHT COUPLING PER ELECTRICAL DOS BASE SHROUD GRADE POST FOOTING BEYOND FREESTANDING ORDER SCREEN (DESIGN VARIES) L J — 4- 1- - 3/4" DIA x 24" L ANCHOR BOLTS (F1554 GRADE 36 - 4 EA.) FINISHED GRADE ih u PROPOSED BELOW GRADE LU CONCRETE FOUNDATION. LU 0 co _ c� w - # 3 REBAR BOTH WAYS AS SHOWN. d ` 21/4" EQ. EQ. EQ. -2" of Of 2'- 7 3/4" DIGITAL ORDER SCREEN FOOTING (BY GC) STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS �I II 1 V PYPr.1 ITpn RV RnT1-I PARTIFC STARBUCKS TEMPLATE VERSION i2017.08.25 Fo"u Desigi 1 F III Arch Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR19700147 Deftseg Ema-inverinffIL M 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513) 421-2210 - License: PE10504904 �a;# �t1�s33erttrp'tt" M AR 1970g0I4` fT r " 02/13/18 `'t{1Yrl1i411 �11ty STORE #: J PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: W CHECKED BY: Q J 0- - w U -1 N J M Q wM C/) Uj IN Z Q� Z o Q = J W U �r' ^^ v, U O LLIIt— M LU ° ~ Q � � M STORE #: 8123 PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: PETER CHEETHAM CHECKED BY: Revision Schedule Rev Date By Description 1 12/6/201 7 State Permit Comments 2 1.19.18 Planning Comments 3 2.14.18 Planning Comments SHEET TITLE: DRIVE THRU DETAILS SCALE: AS SHOWN SHEET NUMBER: A-1003 F� O 0 U CU NI ti O NI Z 3 CL N 0 75N M 06 ca NI U a� E U O 0 O U to U CU N 0 Q d' 0 cYi N r r O T_ O N M N 5„ 5"X5"X1/4" (6MM) SQUARE I I STEEL POST WELDED STEEL REMOVABLE CAP W/ Lj POWDER -COATED S -S FASTENERS �Q �U I w a �Q F - w I TWO BANDS OF 1" WIDE I I ENG. GRADE SILVER/WHITE C14 I REFLECTIVE TAPE COLOR: RAL7021 BLACK GREY, 10% SHEEN, EXT I NON ILLUMINATED SQUARE BOLLARD BY GC. I I FINISH GRADE I I " CONCRETE FOOTING BY GC. I I EMBED BY FIELD I I NON ILLUMINATED SQUARE BOLLARD (BY GC scale: 3/4" = V-0" THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. F-------7 DIRECTIONAL SIGN I � I I L -n— — — — i r J II II I I 11 3/4" DIA X 12" L DIRECTION I I I I ANCHOR BOLTS PLATE OUTLINE I I I I EMBED 6" MIN. I I (2 EA.) II II I I I I FINISHED GRADE 1/2" DIA. x 36" LONG ANCHOR BOLT L — Z (4 REQ'D) (5) 4" BARS ON A 16" PATTERN WITH 4" STIRRUPS ON 4" CENTERS FOR TOP 6„ iv 16" AND 13"CENTERS THEREAFTER DO NOT WELD REBAR 1'-6" DIA 3" MIN. CONC. COVER PLAN DIA .2 CU. YDS. OF CONC. REQ'D DIRECTIONAL SIGN FOOTING (BY GC) Scale: 1/2" = V-0" 0 LU w 0 CL I I I I I I I I l a 9'-0„ 3'-6" 5'-6" D 8'4' CLEARANCEMR Q 8123 PROJECT #: � PRE SPACED VINYL 11/1/17 LETTERING APPLIED ON SITE LISA MACEDA AS NEEDED 3" X 4" CROSS BAR 0 CHECKED BY: Q U SIGN WITH BASE AND PLATE COVER (BY STARBUCKS) 0° 0 J THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND W INSTALLED BY OTHERS UNDER U_ SEPARATE PERMIT. > 0) W o(.0 00 EXISTING CURB ROAD BED EXISTING FOOTING TO REMAIN CLEARANCE BAR scale: 1/2" = V-0" WAYFINDING GRAPHIC - 6ENTRY ARROW (BY GC) )s.al. /2 = 1 -0 NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. METAL BIKE RACI ANCHORS WILL \� ACCORDING TO II SURFACE METAL FLANGE BASE PLATE THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT DRIVE DRIVE THRU THRU D BACK FRONT ACRYLIC GRAPHIC PANELS 2 2'- T' 5 1/4" c? �D Q���%n[n 6" LOGO :- � tJ Lf1JU�IV o SIGN WITH BASE AND PLATE Zh ih COVER ih N (BY STARBUCKS) FINISHED GRADE FINISHED GRADE .11 V-64 FRONT ELEVATION SIDE ELEVATION A B 3 ILLUMINATED DIRECTIONAL SIGN DRIVE-THRU ENTRY 1'-0" 3'-0'_ 1'-6" CL 1'-6" DTE WAYFINDING GRAPHIC - EXIT ARROW (BY GC) scale: 1/2"= V-0" BIKE RACK INSTALLATION (BY GC) Scale: 3" = V-0" c d THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. ih (OHL o SIGN WITH BASE AND PLATE COVER co ih (BY STARBUCKS) N FINISH GRADE v 1'-6" T HTA\N K YOU SIGN WITH BASE AND PLATE COVER ' (BY STARBUCKS) r: FINISHED GRADE BACKSIDE ELEVATION CUSTOMER ELEVATION A B �k .V SIDE ELEVATION C ILLUMINATED DIRECTIONAL SIGN - DRIVE-THRU - EXIT ONLY Scale: 1/2" = 1'-0" 0 N I JYJ 14323 PAINTED GRAPHIC WITH STENCIL ON SITE COLOR:GREEN I - Y 14324 - v PAINTED GRAPHIC WITH STENCIL ON SITE COLOR:WHITE I I � I 1'-6" 1'-6" 101 3' 0" WAYFINDING GRAPHIC ARROW (BY GC) scale: 1/2" = 1'-0" M1155 THERMO PLASTIC BY GC DTE - WAYFINDING GRAPHIC ORDER POINT STAR PATTERN (BY GC Scale: 3/4" = V-0" STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS 171 11 1 V F=YI=( -.l ITFn RV PnT1-I PARTIFC STARBUCKS TEMPLATE VERSION i2017.08.25 Design Forum Architects Inc. 700 W. Pate Rose Way, Suite 460 Donald J. Rathman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR19700147 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 License: PE10504904 STORE #: 8123 PROJECT #: 25450-048 ISSUE DATE: 11/1/17 J LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: W CHECKED BY: o �e J a. W J co M W o(.0 p W J LU od LU 0 w Z Q Z 0 a = -� w U ♦^ vJ b p L ° CO Uj 0Q ~ a r � a M IT --U STORE #: 8123 PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: PETER CHEETHAM CHECKED BY: Revision Schedule Rev Date By Description 1.19.17 Planning Comments SHEET TITLE: SITE DETAILS SCALE: AS SHOWN SHEET NUMBER: A-1004 Z O U L U CU NI r - O N ZI Y N a� N M 06 U) M T— �I Y U .E. CU c a� E U O D O U Co t U N N N U Q N CO r r O O N M N fV 0 ILL E- LLa a C C: 6'- 7 1/2" VI (E) EXTERIOR WALL (E) RAILING ............................................................. ........................................................................................ -- ............. DEMO PORTION OF CURB TO ACCEPT NEW RAMP NEW ADA RAMP W/ TRUNCATED DOME - SEE 2/A-1005 NEW STRIPING BY GC ADA RAMP Scale: 1/2" = V-0" IiIIIIIWA ............................................................................................................ EXISTING PATIO TO REMAIN 5'- 0" VIF 6„ VIF DOS MASONRY BASE scale: 1 1/2" = V-0" 'H BRICK ON EXTERIOR TO LDING BASE. )VER PLATE BELOW I TO MATCH BUILDING ;DER SCREEN IM. COVEATE WIDTH +2„ O O O O ---_ COLOR PER LOCAL JURISDICTION REQUIREMENTS. COLOR SHALL CONTRAST VISUALLY W/ VISUALLY ADJOINING SURFACE. O O O NOTE: A -A 36" DEEP STRIP OF TRUNCATED DOMES SHALL BE SLIP RESISTANT AND INSTALLED ON ALL PEDESTRIAN WAYS THAT CROSS OR ADJOIN A O O O VEHICULAR WAY WITHOUT AT LEAST 6" OF VERTICAL SEPARATION BETWEEN Q WALKWAY AND VEHICULAR a Q WAY. N O 2 1/4" APART -1/2" @ TOP ---1" @ BASE 4" CMU WITH BRICK ON 7 Of EXTERIOR TO MATCH BUILDING BASE TAPERED EDGES WHERE EXPOSED TYP SECTION A -A 2 TRUNCATED DOME DETAIL scale: 6 = 1 -0 MENU BOARD BASE scale: 1 1/2" = V-0" (N) SIGNAGE (N) STONE CAP TO MATCH BUILDING (N) BRICK TO MATCH BUILDING W/ TIE BACKS (N) 4" CMU ALIGN VERTICAL JOINTS OF CMU AND BRICK (N) DOUBLE WEEP HOLE @ 16" OC (N) SLAB ON GRADE TIE INTO (E) FOOTING W/ (2) #3 REBAR @ 24" OC (E) FOOTING TO REMAIN 5 -PANEL MASONRY BASE scale: 1 1/2" = 1'-0" 4 1(: MENU BOARD STONE CAP TO MATCH BUILDING STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FI II 1 V FXF(`.I ITFII RV RUTH PARTIFC STARBUCKS TEMPLATE VERSION i2017.08.25 Design Forum Architects Inc. 700 W'Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR19700147 Design Forum EnginvurinU 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 License: PE10504904 r y h NO AR 11700147 k 02/13/18�,ar�,,,��,ti� .J PROJECT #: 25450-048 ISSUE DATE: 11/1/17 O O O O PRODUCTION DESIGNER: W O O O O. ..... .... .......... L0 Ln O O O O 0- w N J JM M DOS MASONRY BASE scale: 1 1/2" = V-0" 'H BRICK ON EXTERIOR TO LDING BASE. )VER PLATE BELOW I TO MATCH BUILDING ;DER SCREEN IM. COVEATE WIDTH +2„ O O O O ---_ COLOR PER LOCAL JURISDICTION REQUIREMENTS. COLOR SHALL CONTRAST VISUALLY W/ VISUALLY ADJOINING SURFACE. O O O NOTE: A -A 36" DEEP STRIP OF TRUNCATED DOMES SHALL BE SLIP RESISTANT AND INSTALLED ON ALL PEDESTRIAN WAYS THAT CROSS OR ADJOIN A O O O VEHICULAR WAY WITHOUT AT LEAST 6" OF VERTICAL SEPARATION BETWEEN Q WALKWAY AND VEHICULAR a Q WAY. N O 2 1/4" APART -1/2" @ TOP ---1" @ BASE 4" CMU WITH BRICK ON 7 Of EXTERIOR TO MATCH BUILDING BASE TAPERED EDGES WHERE EXPOSED TYP SECTION A -A 2 TRUNCATED DOME DETAIL scale: 6 = 1 -0 MENU BOARD BASE scale: 1 1/2" = V-0" (N) SIGNAGE (N) STONE CAP TO MATCH BUILDING (N) BRICK TO MATCH BUILDING W/ TIE BACKS (N) 4" CMU ALIGN VERTICAL JOINTS OF CMU AND BRICK (N) DOUBLE WEEP HOLE @ 16" OC (N) SLAB ON GRADE TIE INTO (E) FOOTING W/ (2) #3 REBAR @ 24" OC (E) FOOTING TO REMAIN 5 -PANEL MASONRY BASE scale: 1 1/2" = 1'-0" 4 1(: MENU BOARD STONE CAP TO MATCH BUILDING STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FI II 1 V FXF(`.I ITFII RV RUTH PARTIFC STARBUCKS TEMPLATE VERSION i2017.08.25 Design Forum Architects Inc. 700 W'Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR19700147 Design Forum EnginvurinU 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 License: PE10504904 r y h NO AR 11700147 k 02/13/18�,ar�,,,��,ti� J STORE #: .J PROJECT #: 25450-048 ISSUE DATE: 11/1/17 "J LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: W CHECKED BY: 0 Y .j 0- w N J JM M Q W � C) U) J W LU W N Z Q06 z~ Q = W U C%) U O LU O 0 � M U-1 O 0 ~ M � Q U J STORE #: 8123 PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: PETER CHEETHAM CHECKED BY: Revision Schedule Rev Date By Description 2 1.19.18 Planning Comments 3 2.14.18 Planning Comments SHEET TITLE: SITE DETAILS SCALE: As indicated SHEET NUMBER: A-1005 A e FEB14By 2018 D IAl r r� O U .0 U (a NI r` 0 NI 3 0- 0 0 z N M 2 06 Cn M �I Cn U 2 M U) c a) E U O 0 O U U (a 19 N N (n LM 0 N C7 N OD T_ O N M N EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID I COUNT DESCRIPTION RESP. COMMENTS SIGNAGE - DRIVE THRU BRICK - NATURAL 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED ARROW SERIES - 461N 1170MM SB -SB EXISTING FOOTING & CONDUIT, SIGN (SB); SEE DETAILA/A-1004 14104 1 SIGN - DT DIRECTIONAL ILLUMINATED ARROW SERIES WITH LOGO - 461N 1170MM SB -SB EXISTING FOOTING & CONDUIT (GC), SIGN (SB); SEE DETAIL:3/A-1004 14106 1 SIGN - DT CLEARANCE BAR ARROW SERIES FREESTANDING SB -SB EXISTING FOOTING & CONDUIT, SIGN (SB); SEE DETAIL: 2/A-1004 EXTERIOR WALL TREATMENT (AREA) SCHEDULE - "Q" DESIGN ID AREA DESCRIPTION RESP. COMMENTS EXTERIOR X1210 9 SF BRICK - NATURAL GC -GC COLOR MATCH TO EXISTING PRIOR LEEDO AP: 2 PRODUCTION DESIGNER: w TO CONSTRUCTION. CONTACT: MATT MYER - EDGEWOOD BUILDING SUPPLY 317-525-8718 SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT. NOTE: THE NORTH EXTERIOR ELEVATION IS NOT ADJACENT TO THE STARBUCKS TENANT SPACE ANS IS NOT AFFECTED BY STARBUCKS SCOPE OF WORK. -- SOUTH ELEVATION Scale: 1/4" = V-0" EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR 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 CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. SHEET NOTES 1. EXISTING EXTERIOR FINISHES TO REMAIN. REPAINT AS NECESSARY TO MATCH BUILDING. 2. EXISTING STOREFRONT WINDOW SYSTEM TO REMAIN. 3. EXISTING STOREFRONT DOOR & WINDOW SYSTEM TO REMAIN. 4. REMOVE DOOR AND INFILL WITH STOREFRONT TO MATCH EXISTING. 5. EXISTING EXTERIOR WALL MOUNTED SCONCE TO REMAIN. 6. REPLACE EXISTING AWNING FABRIC WITH NEW. PROVIDE BY SB. INSTALLATION BY GC. (COLOR: GREEN). 7. NEW DRIVE-THRU WINDOW AND DT SHELF BY GC. 8. EXISTING BOLLARD TO REMAIN. 9. EXISTING ELECTRICAL EQUIPMENT TO REMAIN. 10. EXISTING PLUMBING EQUIPMENT TO REMAIN. 11. EXISTING WORDMARK TO REMAIN. 12. LEASE LINE. 13. INSTALL NEW FINISH TO MATCH EXISTING BY GC. 14. EXISTING INTERIOR SUSPENDED LOGO DISK TO REMAIN. 15. EXISTING SERVICE DOOR TO REMAIN. 16. EXISTING DOWNSPOUT TO REMAIN. 17. EXISTING EXTERIOR SECURITY LIGHT TO REMAIN. 18. EXISTING EXTERIOR SECURITY CAMERA TO REMAIN. 19. EXISTING WALL MOUNTED SPEAKER TO REMAIN. 20. EXISTING STORE ADDRESS ON SERVICE DOOR TO REMAIN. 21. EXISTING REAR DOOR TO REMAIN. 22. NEW AIR -CURTAIN BY GC, DEMO PORTION OF WALL FOR NEW AIR -CURTAIN. 23. REMOVE EXISTING EIFS AND INSTALL NEW. MATCH ADJACENT COLOR AND DEPTH. RESPONSIBILITY LEGEND SB -GC FURNISHED BY STARBUCKS - INSTALLED BY GENERAL CONTRACTOR SB -SB FURNISHED BY STARBUCKS -INSTALLED BY STARBUCKS GC -GC FURNISHED BY GENERAL CONTRACTOR - INSTALLED BY GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CON STT RUCTION EAST ELEVATION ET= EXISTING TEMPERED GLAZING Scale: 1/4" = V-0" 0 2' 4' 8' Scale: 1/4" = V-0" STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FI II 1 Y FYPr..I ITF:n RY RC)TH PARTIFC STARBUCKS TEMPLATE VERSION i2017.08.25 Design Forum Architects Inc. 700 W'Pete Rose Way, Sults 460 Donald J. Rathman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR19700147 Design Forum Engineering 700 W'Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 License:PE10504904 STORE #: J PROJECT #: 25450-048 ISSUE DATE: 11/1/17 .J LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: w CHECKED BY: J � W J J M M W p vl) J LU 11.1 w W Z Q0 Z J 0 VJ U O LijIr— O (y) LU O ~ Q W M STORE #: 8123 PROJECT #: 25450-048 ISSUE DATE: 11/1/17 DESIGNER: LISA MACEDA LEEDO AP: PRODUCTION DESIGNER: PETER CHEETHAM CHECKED BY: Revision Schedule Rev Date By Description 1 12/6/201 State Permit Comments 7 2 1.19.17 Planning Comments SHEET TITLE: EXTERIOR ELEVATIONS I SCALE: 1/4" = 1'-0" 1 SHEET NUMBER: A-2001 STARBUCKS COFFEE #8123 131 st & Hazel Dell 13170 Hazel Dell Carme Pkwy Pkwy IN 46033 17-39555 725 HILLSIDE DRIVE GREENVILLE SC 29607 P 800 353 9132 F 864 242 2204 www.hiltondisplays.com SITE PLAN Q DIRECTIONAL TY/EO Q DIRECTIONAL <DT / DT> Q CLEARANCE Q DOS POST Q DOS ON POST Q DCB ON POST Q MENU -BOARD THIS DESIGN IS THE ORIGINALAND UNPUBLISHED WORK OF HILTON DISPLAYS AND MAY NOT BE REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN CONSENT FROM AN AUTHORIZED OFFICER OF THE COMPANY. © HILTON DISPLAYS 2017 WibT0Af&ffi- 125 HILLSIDE DRIVE GREENVILLE SC 29607 P 800 353 9132 F 864 242 2204 www.hiltondisplays.com CJIC Starbucks 8123 13170 Hazel Dell Pkwy Carmel IN 46033 Teri Watts Briant Sowder 11-3-17 As Noted 2017/Starbucks/ Carmel IN/17-39555/ SB Carmel IN 8123 EST: CLIENT: SLS/PM: LANDLORD: THE INTENT OF THIS DRAWING IS TO SHOW A CONCEPTUAL REPRESENTATION OF THE PROPOSED SIGNAGE. DUE TO VARIATIONS IN PRINTINGDEVICES AND SUBSTRATES, THE FINISHED PRODUCT MAY DIFFER SLIGHTLY FROM DRAWING. Underwriters QL Laboratories Inc. A 36" ILLUMINATED DIRECTIONAL TY / EO Qry, i SBC-AD3619 f% Scale: 1" = 1' (11x17 Paper) 1313/16" 7 1/811 Street Side View Front Elevation View Store Side View Rear Elevation View GE GEPS12-60 power supply or equal GE Tetra MiniMax LEDs *or Starbucks approved equal Weatherproof disconnect switch with sealing boot cess screws Angle mounted faces using 8-32 flat head screws CHj CS 3 Sign Specifications: Cabinet: • Fabricated .090" [2mm] aluminum housing painted black to match RAL 7021 as shown. • Directional copy and "X" symbol backed up with 1/8" White polycarb. • Interior aluminum surfaces of sign cabinet to be painted white with Lacryl Starbrite. • Internal structure of cabinet shall be per approved shop drawings. • Graphic elements are internally illuminated using GE Tetra MiniMax LED system or Starbucks approved equal. LED's to be mounted on an internal baffle with self-contained power supply. All electrical components are removable for service. Support: • Supporting structure will be all welded aluminum tube and channel construction painted black to match RAL 7021 as per approved shop drawings and shall be integral to the sign cabinet. • Base tube will be constructed so that it can be retro-fittable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. rUK txiZ:iiNU 1/z FOR EXISTING 3/4" ANCHORS ANCHORS 8-32 FLAT HEAD COUNTERSUNK SCREW W/ NUTSERT 1/8" x 1-1/2" ALUM FLATBAR 9jj" LONG JOINS BASE COVER HALVES CS 3 x 1.70 ALUM. CHANNEL T� I 1._11 I I I I I I .063" ALUM BREAK FORMED BASE COVER FABRICATED ---------------------------- IN TWO HALVES 9 " x 1�" x 2" ALUM ANGLE I I � Lo- BRAKE FORMED -j6" ALUM. COVER PLATE ATTACHED TO BASE TUBE W/(8) 21 2" 21 1/4-20 HEX HEAD THD FORMING SCREWS LIQUID TIGHT RIGID CONDUIT CONNECTER LIQUID TIGHT FLEX CONDUIT TO WEATHER TIGHT JUNCTION BOX THAT IS RIVETED TO BASE TUBE THIS DESIGN IS THE ORIGINALAND UNPUBLISHED WORK OF HILTON DISPLAYS AND MAY NOT BE REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN CONSENT FROM AN AUTHORIZED OFFICER OF THE COMPANY. © HILTON DISPLAYS 2017 125 HILLSIDE DRIVE GREENVILLE SC 29607 P 800 353 9132 F 864 242 2204 www.hiltondisplays.com Dill Starbucks 8123 13170 Hazel Dell Pkwy Carmel IN 46033 Teri Watts _, Brian Sowder JE /REVISION As Noted 2017/Starbucks/ Carmel IN/17-39555/ SB Carmel IN 8123 EST: (CLIENT: SLS/PM: LANDLORD: THE INTENT OF THIS DRAWING IS TO SHOW A CONCEPTUAL REPRESENTATION OF THE PROPOSED SIGNAGE. DUE TO VARIATIONS IN PRINTING DEVICES AND SUBSTRATES, THE FINISHED PRODUCT MAY DIFFER SLIGHTLY FROM DRAWING. Underwriters ° Laboratories Inc. Nx 36" ILLUMINATED DIRECTIONAL <DT / DT> Qty. 1 SBC-AD3624-DT halo -lit logo is first surface vinyl film to match PMS 3425 on3/8" clear polycarb for push-thru 2'-01/4" 4 3/4, 91/411 7„ Scale: 1" = 1' (11x17 Paper) Street Side View 0 0 o j4 C 000 000 000 00 r-, 0 104 9M 0. M j V- 00 ell Liquid -Tight rigid conduit el JKV ruin .,� open .090" [2mm] routed aluminum face panel painted black to match RAL 7021 Copy and chevrons backed up with 1/8" White polycarb CS 3x1.60 aluminum channel painted black to match UL Label RAL 7021 located inside channel leg V-1 3/8" .063" [2mm] aluminum base cover painted black to match RAL 7021 h— 1313/16" �I Front Elevation View GE GEPS12-60 power supply or equal GE Tetra MiniMax LEDs *or Starbucks approved equal 0 Service access screws 53/1611 [132mm] painted black to match RAL 7021 White vinyl chevron side only TE E ti Weatherproof disconnect switch with sealing boot 3[76mm] 71 /8" Store Side View Angle mounted faces using 8-32 flat head screws [y:T CS 3 F�DR Tim A Rear Elevation View Sign Specifications: Cabinet: • Fabricated .090" [2mm] aluminum housing painted black to match RAL 7021 with white end cap as shown. • Directional copy and chevrons backed up with 1/8" White polycarb. Siren logo is 3/811 clear polycarb routed to push thru aluminum face. Decorate logo with 1st surface computer cut vinyl film to match PMS 3425. Edges of push thru logo are to be polished. All acrylic face elements to be attached to aluminum face panel with weld studs. • Interior aluminum surfaces of sign cabinet to be painted white with Lacryl Starbrite. • Internal structure of cabinet shall be per approved shop drawings. • Graphic elements are internally illuminated using GE Tetra MiniMax LED system or Starbucks approved equal. LED's to be mounted on an internal baffle with self-contained power supply. All electrical components are removable for service. Support: • Supporting structure will be all welded aluminum tube and channel construction painted black to match RAL 7021 as per approved shop drawings and shall be integral to the sign cabinet. • Base tube will be constructed so that it can be retro-fittable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. 125 HILLSIDE DRIVE - GREENVILLE SC 29607 P 800 353 9132 F 864 242 2204 www.hiltondisplays.com D1❑ Starbucks 8123 13170 Hazel Dell Pkwy Carmel IN 46033 Teri Watts Brian Sowder 11-3-17 As Noted FOR EXISTING 1/2" FOR EXISTING 3/4" 2017/Starbucks/ ANCHORS ANCHORS 21 7/Stcarbu cks/ 8-32 FLAT HEAD COUNTERSUNK Carmel IN/17-39555/ SCREW W/ NUTSERT SB Carmel IN 8123 ® 1/8" x 1-1/2" ALUM FLATBAR 911" LONG JOINS BASE COVER ACCEPTED �Q HALVES DESIGN SPECIFICATIONS CS 3 x 1.70 ALUM. CHANNEL Vertical Cross -Section View T Service Position View I -11 " I1. EST: CLIENT: 11 r I ILIQUID TIGHT RIGID CONDUIT I CONNECTER .063" ALUM BREAK FORMED ` - I , I (;�nll SLS/PM: LANDLORD: COLOR BASE COVER FABRICATED IN TWO HALVES RMS/PA t' 1h" x 1YZ" x 2" ALUM ANGLE I I I INT VINYLO ----- _� PMS 3425 C 3M 3630-76 n�P va �-- -- -----� ----- - :- I BRAKE FORMED 346" ALUM. COVER THE INTENT OF THIS DRAWING IS TO SHOW A CONCEPTUAL 1 1 LIQUID TIGHT FLEX CONDUIT REPRESENTATION OF THE PROPOSED SIGNAGE. DUE TO I RAL 7021 M 3M 3630-22 ATTACHED TO BASE TUBE W/(8) 2 2" 2 TO WEATHER TIGHT JUNCTION BOX 1/4-20 HEX HEAD THD FORMING VARIATIONS IN PRINTING DEVICES AND SUBSTRATES, THE THAT IS RIVETED TO BASE TUBE TRANSLUCENT OPAQUE FINISHED PRODUCT MAY DIFFER SLIGHTLY FROM DRAWING. PMS WHITE 3M 3630-2Q/ 7725-10 scREws -- ----- ----- ------I ------- --------- -- -- --- -- II S 369 C NA i UL Underwriters ,. . �[�EFL. WHITES 3M 680-10 Laboratories Inc. x ----- - ---- - - { -- - - -- - -- - - - THIS DESIGN IS THE ORIGINALAND UNPUBLISHED WORK OF HILTON DISPLAYS AND MAY NOT BE REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN CONSENT FROM AN AUTHORIZED OFFICER OF THE COMPANY. © HILTON DISPLAYS 2017 CLEARANCE BARSBC 514106 -SHB -10 Qty. 1 (Standard Wind Load) Mill seam on ALL steel tubing to be on the departure 0side of the clearance bar A -,/1" on the non -mill seam face of steel tubing. 3"x4"x114" [73mm x 102mm x 8mm] steel tube painted black to match RAL 7021 M - match sample Front Elevation View 5'-6 [1676mm] 3'-7" [1,092mm] 5'-61' [1676mm] 2"x5"x3/16" [51 mm x 127mm x 5mm] steel rectangular tube painted to match PMS 369 green. Front View @ Placard - Graphic Details 5-6" [1676mm] 2" typ. [51mm] 2" typ• [51mm] Bottom Vi Cr- Placard - Graphic Details 1/4" steel end cap welded flush with end of bar 3" [76mm] Right Side View painted to match PMS 369 green Copy, chevrons and striping to be 3M #680-10 white Scotchlite reflective vinyl film painted to match PMS 369 green I I I I 4'x3'xl/4' steel tube cross bar (mill I seam on tube shall be on the I I I departure side of the clearance bar) I I I I Tab to I tube >3/16" 3/8" thick steel mounting tab - weld to bottom of cross bar (2 req'd) Type 304 S.S. thimble for 3/16" wire rope typ. (do not paint) I Type 304 S.S. oval compression sleeve for 3116" S.S. wire rope **shall be installed in shop/factory** I (do not paint) u 3/16" dia. type 316 S.S. wire rope A I (7x19 strand core)(do not paint) Type 304 S.S. thimble a Type 316 S.S. wire rope clip for 3/16" for 3/16" wire rope typ. I I wire rope (2 clips req'd each cable) (do not paint) I I **use (2) S.S. nylon insert locknuts per clip** (do not paint) - tighten nuts to 7.5ft-lbs of torque Tab to tube % 3j16" I 3/8" thick steel mounting tab - weld I to top of placecard (2 req'd) I Placecard graphics - applied to non -seam face of tube I I I I I I � 2"x5"x3116" steel tube placecard LO APPROACH SIDE I I (mill seam on tube shall be on the o OF CLEARANCEI I departure side of the clearance bar) BAR L End Section View 3'x4'xl/4'--,A STEEL TUBE I I 3/4' STEEL ' SASE PLATE NON -SHRINK — 4 GROUT I 3/4' LEVELING NUTS 3/4' ANCHOR BOLTS 3/8' THICK STEEL MOUNTING TAB (4 REQ'D) 3/4' DIA. ,; HOLE --- co M RCQ .+ 3/8" [10] u 3/4' [19] 1 1/2" [38] 3/8R [10] PLACARD MOUNTING TAB DETAIL V -4O I �.a I I eo 0 CONCRETE FOUNDATION MOUNTING DETAIL G Cn z IC) w� Sign Specifications: Scraper Bar: • 2"x5"[51mm x 127mm] steel tube painted to match PMS 369 green. • Flush steel end caps painted to match PMS 369 green. • Copy and chevrons to be 1st surface computer cut 3M #680-10 white Scotchlite reflective vinyl film. • Bottom striping to be 1 st surface computer cut 3M #680-10 white Scotchlite reflective vinyl film. Striping extends 3/8" [lomm] onto front face. • Suspend from support with SS cable & hardware. Cable provided requires field adjustment for proper clearance height. Support: • Supporting structure will be all welded steel tube construction painted black to match RAL 7021 M as per approved shop drawings. • Base tube will be constructed so that it can be retro-fittable to existing sign foundations. All foundations, existing and new must be analyzed for suitability and must meet all local city or state codes regulations. t T+7.1 2.29 i —a L0;J;sJ eun s• 11521 .. Ii' -6" [457] DtA.I � d • • 4 Q d R co SECTION A -A I cc Z_ u M CONCRETE CURSING, CONSTRUCTION VARIES BY LOCATION (4) 3/4'x36' ,436 STEEL ANCHOR BOLTS (6) 04 BARS ON AN II' PATTERN WITH W 03 STIRRUPS a 4' O.O. 0 TOP 241, THEN 10' O.C. THEREAFTER 3' MIN. CONC. COVER DO NOT WELD RESAR 033 CUBIC YARDS CONCRETE TUBE TO ,46' PLATE 3'x4'xl/4' STEEL TUBE C+7 PAINT BLACK O W u co 1/8'x23/4'x30' RADIUSED SLOT (4 REQ'D) " 127 1 1/2" [38] C—C 3/4' STEEL BASE PLATE BASE PLATE DETAIL hi THIS DESIGN IS THE ORIGINALAND UNPUBLISHED WORK OF HILTON DISPLAYS AND MAY NOT BE REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN CONSENT FROM AN AUTHORIZED OFFICER OF THE COMPANY. U HILTON DISPLAYS 2017 Fff bT0AfD1&P4AY-S- 125 HILLSIDE DRIVE GREENVILLE SC 29607 P 800 353 9132 F 864 242 2204 www.hiltondisplays.com i❑ Starbucks 8123 13170 Hazel Dell Pkwy Carmel IN 46033 Teri Watts Brian Sowder As Noted 2017/Starbucks/ Carmel IN/17-39555/ SB Carmel IN 8123 EST: I CLIENT: SLS/PM: (LANDLORD: THE INTENT OF THIS DRAWING IS TO SHOW A CONCEPTUAL REPRESENTATION OF THE PROPOSED SIGNAGE. DUE TO VARIATIONS IN PRINTING DEVICES AND SUBSTRATES, THE FINISHED PRODUCT MAY DIFFER SLIGHTLY FROM DRAWING. Underwriters •� Laboratories Inc. ' DOS & DCB ON POST Qty. 1 000 DOS CONTROL BOX (DCS) I I LOW I LINE VOLTAG I VOLTAGE E SIDE I SIDE I DIGITAL ORDER INTERIOR SCREEN (DOS) PARTITION I SHOWN I ILINIGIL I FOR � REFERENCE SPEAKER 1 1/2"C -AUDIO/ VIDEO CABELS LEGEND - DOS WHIP CONDUIT BY EC DOS POWER TERMINAL BLOCK BY VENDOR NOTES: (NOTE 7) 1. ALL SHOWN SHALL BE INSTALLED PER THIS INCOMING DETAIL, CODE AND POWER MANUFACTURER'S TERMINAL BLOCK INSTRUCTIONS. BY VENDOR 2. CONFIRM MOUNTING (NOTE 6) POSITIONS OF ALL DEVICES SHOWN WITH GC AND LINE VOLTAGE VENDOR. CONDUCTORS 3. EC TO PROVIDE, INSTALL LIQUID TIGHT FLEX AND CONNECT ALL LINE CONDUIT (TYP.) VOLTAGE CONDUCTORS. 4. EC TO CONNECT 1/2"C -POWER DEDICATED POWER TO DOS BETWEEN DOS AND DCB. 5. DCB VENDOR TO CONNECT ALL LOW VOLTAGE 1" C -DETECTOR LOOP/SPEAKER MIC 1" C -CAMERA 1"C -DCB INCOMING POWER (NOTE 8) DTE - DOS CONTROL BOX W I RING Scale: 1/2 = 1' (11 x17 paper) Oki Ile ' A716 CABLING, INCLUDING DOS WHIPS TO DCB. 6. TERMINATE INCOMING POWER ON TERMINAL BLOCKS LABELED FOOTING INCOMING DEDICATED POWER. 7. TERMINATE POWER TO DOS ON TERMINAL BLOCKS LABELED DOS DEDICATED POWER. 8. POWER TO DCB SHALL BE INDIVIDUAL BRANCH CIRCUIT IN DEDICATED CONDUIT (I.E. NOT BE ON EMS OR LIGHTING CONTROL). �4' BASE PLATE 252/4' r--------------------� I I DOS POST; CLAMP UNISTRUT TO POST AND BOLT DCB TO UNISTRUT DIGITAL ORDER SCREEN BEYOND CONDUIT WITH WATERTIGHT COUPLING PER ELECTRICAL DOS BASE SHROUD GRADE POST FOOTING BEYOND DTE - DOS CONTROL BOX ON DOS POST Scale: 1/2" = 1'(11x17 paper) _ES/1/4' WASHERS 14' E" FRONT VIEW WELDED STEEL & ALUMINUM REMOVABLE LOSE COVE (PART #17) I SECT A F 26 n5 I � I I � I I I I CIRCUIT BOX BY OTHERS I I I I I I I II I I I I I 40' I I I I I U ------- 14Y2" 217/8' 217/8. 67il�' II II II 16' II II U 22'/3z" 18' LO i 2' - 11 " I L_ SIGN WITH BASE AND PLATE COVER (BY STARBUCKS) FINISH GRADE � � CONCRETE FOOTING SEE DETAIL 10/A-1003 I J DIGITAL ORDER SCREEN Scale: 3/8" = 1'-0" 3 I I � I 2 SECT BI C) ����0 i F ----- A --------- --- 0 e 4" FINISH RAL7021 BLACK GREY, 10% SHEEN, EXT. BACK VTFW THIS DESIGN IS THE ORIGINALAND UNPUBLISHED WORK OF HILTON DISPLAYS AND MAY NOT BE REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN CONSENT FROM AN AUTHORIZED OFFICER OF THE COMPANY. ©HILTON DISPLAYS 2017 GDS SWIVEL PATTERN IN PLATES 1 - ADDED CROSS -BARS TO SUPPORT ELECTRIC BOX 2 - NORMAL LOW -PROFILE BASE COVER w/ REMOVABLE LOOSE COVER (PART #17) 3 - CONDUIT BODY FOR AC WIRE NUTS 4 - DELETED CUT-OUTS IN POST 5 - AD]. MONITOR SUPPORT UNCHANGED 125 HILLSIDE DRIVE • GREENVILLE SC 29607 P 800 353 9132 • F 864 242 2204 www.hiltondisplays.com Starbucks 8123 13170 Hazel Dell Pkwy Carmel IN 46033 Teri Watts 11-3-17 02-06-18 CL / Banners & Base As Noted 2017/Starbucks/ Carmel IN/17-39555/ SB Carmel IN 8123 EST: CLIENT: SLS/PM: LANDLORD: THE INTENT OF THIS DRAWING IS TO SHOW A CONCEPTUAL REPRESENTATION OF THE PROPOSED SIGNAGE. DUE TO VARIATIONS IN PRINTING DEVICES AND SUBSTRATES, THE FINISHED PRODUCT MAY DIFFER SLIGHTLY FROM DRAWING. Underwriters V Laboratories Inc. FEB 1 4 91119 I J' GRADE COUPLINGS (TYP.) I - - �� 3/4" C -FROM DETECTOR LOOP - - - - - - - - - CONCRETE 1" C -DETECTOR LOOP/SPEAKER MIC 1" C -CAMERA 1"C -DCB INCOMING POWER (NOTE 8) DTE - DOS CONTROL BOX W I RING Scale: 1/2 = 1' (11 x17 paper) Oki Ile ' A716 CABLING, INCLUDING DOS WHIPS TO DCB. 6. TERMINATE INCOMING POWER ON TERMINAL BLOCKS LABELED FOOTING INCOMING DEDICATED POWER. 7. TERMINATE POWER TO DOS ON TERMINAL BLOCKS LABELED DOS DEDICATED POWER. 8. POWER TO DCB SHALL BE INDIVIDUAL BRANCH CIRCUIT IN DEDICATED CONDUIT (I.E. NOT BE ON EMS OR LIGHTING CONTROL). �4' BASE PLATE 252/4' r--------------------� I I DOS POST; CLAMP UNISTRUT TO POST AND BOLT DCB TO UNISTRUT DIGITAL ORDER SCREEN BEYOND CONDUIT WITH WATERTIGHT COUPLING PER ELECTRICAL DOS BASE SHROUD GRADE POST FOOTING BEYOND DTE - DOS CONTROL BOX ON DOS POST Scale: 1/2" = 1'(11x17 paper) _ES/1/4' WASHERS 14' E" FRONT VIEW WELDED STEEL & ALUMINUM REMOVABLE LOSE COVE (PART #17) I SECT A F 26 n5 I � I I � I I I I CIRCUIT BOX BY OTHERS I I I I I I I II I I I I I 40' I I I I I U ------- 14Y2" 217/8' 217/8. 67il�' II II II 16' II II U 22'/3z" 18' LO i 2' - 11 " I L_ SIGN WITH BASE AND PLATE COVER (BY STARBUCKS) FINISH GRADE � � CONCRETE FOOTING SEE DETAIL 10/A-1003 I J DIGITAL ORDER SCREEN Scale: 3/8" = 1'-0" 3 I I � I 2 SECT BI C) ����0 i F ----- A --------- --- 0 e 4" FINISH RAL7021 BLACK GREY, 10% SHEEN, EXT. BACK VTFW THIS DESIGN IS THE ORIGINALAND UNPUBLISHED WORK OF HILTON DISPLAYS AND MAY NOT BE REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN CONSENT FROM AN AUTHORIZED OFFICER OF THE COMPANY. ©HILTON DISPLAYS 2017 GDS SWIVEL PATTERN IN PLATES 1 - ADDED CROSS -BARS TO SUPPORT ELECTRIC BOX 2 - NORMAL LOW -PROFILE BASE COVER w/ REMOVABLE LOOSE COVER (PART #17) 3 - CONDUIT BODY FOR AC WIRE NUTS 4 - DELETED CUT-OUTS IN POST 5 - AD]. MONITOR SUPPORT UNCHANGED 125 HILLSIDE DRIVE • GREENVILLE SC 29607 P 800 353 9132 • F 864 242 2204 www.hiltondisplays.com Starbucks 8123 13170 Hazel Dell Pkwy Carmel IN 46033 Teri Watts 11-3-17 02-06-18 CL / Banners & Base As Noted 2017/Starbucks/ Carmel IN/17-39555/ SB Carmel IN 8123 EST: CLIENT: SLS/PM: LANDLORD: THE INTENT OF THIS DRAWING IS TO SHOW A CONCEPTUAL REPRESENTATION OF THE PROPOSED SIGNAGE. DUE TO VARIATIONS IN PRINTING DEVICES AND SUBSTRATES, THE FINISHED PRODUCT MAY DIFFER SLIGHTLY FROM DRAWING. Underwriters V Laboratories Inc. FEB 1 4 91119 I 5 -PANEL MENU - FREESTANDING MASONRY BASE TO B6 Qty. 1 PROVIDED BY OTHER M 14 5/8" [37.3cm] OVERALL DEPTH I 483/8' [122.9cm] HALO 65Y4' C165,6crn] 38-1/8" #4 355/8" 190.5crn] HALO 30%8" 176.5cm] CASE _253/8" 164.5cml LENS OPENING 96/2" [245.Ocm] #6 -- - - - - #3L Ir -- -----_ 5° 0 U LOCK LOCK \ ;� - �� LOCK\ - ;� ACCESS ACCESS � #4 \\ ACCESS � #4 108" 1274.4cm] 86-1/4 MSG 23/4" AREA 17.Ocm] HALO 2 3/8.. [6.Ocm] FACE FRAME II #6 GRAPHIC WIDTH - 25Y4" [64,2cm] #5 II SHIFTED /4' [6mm] II TO THE RIGHT (typ 3 places) I---36 /8" [93.7cm] -I MESSAGE AREA = (86.25 * 38.125) / 144 = 22.9 SQ FT DTE - MENU 5 PANEL FREESTANDING Scale: 1/2 " = 1'(11x17 paper) #3 23/4" 17.0cm] HALO 23/8" 16.Ocm] FACE 38' 196.5cml/ 2x-183/8' 146.7cm] GRAPHICS #3 #1 -3/4" [19mm] STEEL BASE PLATE w/ 18deg HOLES PATTERN ROTATED FOR 15deg THRU 3deg POSITION #2 - C6X10.5 (6"x2"x5/6") STEEL POST (2x) 363/8" C92.4cr1] #3 - 5"x3"X%4" STEEL SUPPORT ANGLES 2x 125 HILLSIDE DRIVE • GREENVILLE SC 29607 #2 #1 13/4" C4.4cr1] 2 " BOLTED TO WELDED %4" STEEL CROSSBARS P 800 353 9132 F $64 242 2204 1/g ( ) www.hiltondisplays.com 6" 13" C5.5cri] #4 - EXTRUDED ALUMINUM MENU BOARDS (3x) [15.2cr1J C33,Ocr1] #7 ONE FULL AND TWO SPLIT PANEL LIGHTBOXES g' ONE - 25%4"x38" AND FOUR 25%4"x183/8" GRAPHICS F' °; R 4 " 6° F 1 4 %u 2 ALL GRAPHIC ASSEMBLIES SHIFTED %4" TO RIGHT C11.4cr1J 14" 1 o STANDARD LED TUBE LIGHTING SIDE LOCKS [35.6cr1] #5 - WELDED ALUMINUM BASE COVER --- 3" [7.6cm] 18 #6 - WATER -TIGHT BOX w/SWITCH & SENSOR, • 4 110.2crn] RIDGID CONDUIT RUN TO SECOND EXT BOX 5' 112.7cml 5' C12.7crn] BELOW BASE COVER, 120 WATT, 0.90Aac Starbucks 8123 10" [25,4cr ] #7 - 8 BASE WASHERS, %4" THICK #8 - TWO SIDE MOUNT LOCKS per MENUBOARD RETAIN EXISTING KEY #E3-26-819-15 • ! • 63/4" 117.1cM] 41" C104.1cm] 1- 45/8" 111,7cm] UR 6" C15.2cm]STREET I ri I I I I I I I I I I I I I I I III I I I lei I I I I I I I I I I I I I I I I I I I I I I I L J I 5" 112.7cm] 3" [7.6crn] #2 1#6 64" III 1162.4cm] I II I #2 III I I II I I III 11.111 #5 141/2„ C36.8cm] SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT DRIVE-THRU LANE ELEVATION - B ' I I I 13170 Hazel Dell Pkwy Carmel IN 46033 5 -PANEL MENU BOARD PLAN SIGN WITH BASE AND PLATE COVER (BY STARBUCKS) FINISH GRADE � CONCRETE � FOOTING I DTE - MENU 5 PANEL FREESTANDING D Scale: 3/8" = 1'(11x17 paper) THIS DESIGN IS THE ORIGINAL AND UNPUBLISHED WORK OF HILTON DISPLAYS AND MAY NOT BE REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN CONSENT FROM AN AUTHORIZED OFFICER OF THE COMPANY. ® HILTON DISPLAYS 2017 As Noted 2017/Starbucks/ Carmel I N/17-39555/ SB Carmel IN 8123 EST: CLIENT: [SLS/PM: LANDLORD: THE INTENT OF THIS DRAWING IS TO SHOW A CONCEPTUAL REPRESENTATION OF THE PROPOSED SIGNAGE. DUE TO VARIATIONS IN PRINTING DEVICES AND SUBSTRATES, THE FINISHED PRODUCT MAY DIFFER SLIGHTLY FROM DRAWING. V° Underwriters � Laboratories Inc. (_E I I 5'-9.9 10 I I I V.I.F EXISTING I SALESMAN / PM LANDSCAPING I (E) CONDUIT TO PANEL I Teri Watts I/ OUTLINE OF MENU BOARD D ESIGNER 1A 1 � 1 1 _ •� I 1 Brian Sowder 1 I 1 CLEARANCE AREA 1 CL EXISTING CONCRETE1- 1 3 -17 1 1 I FOOTING 1 L 1 I _ - _j _ _ 1 I 1 Y14119REV. DATE REVISION I I NEW SLAB ON GRADE - 02-06-18 CL / Banners & Base SEE DETAIL 4/A-1005 M I 2 � I `- - - - - - - - - - - - 3'-3" 3'-0" MIN CLR 5 -PANEL MENU BOARD PLAN SIGN WITH BASE AND PLATE COVER (BY STARBUCKS) FINISH GRADE � CONCRETE � FOOTING I DTE - MENU 5 PANEL FREESTANDING D Scale: 3/8" = 1'(11x17 paper) THIS DESIGN IS THE ORIGINAL AND UNPUBLISHED WORK OF HILTON DISPLAYS AND MAY NOT BE REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION WITHOUT WRITTEN CONSENT FROM AN AUTHORIZED OFFICER OF THE COMPANY. ® HILTON DISPLAYS 2017 As Noted 2017/Starbucks/ Carmel I N/17-39555/ SB Carmel IN 8123 EST: CLIENT: [SLS/PM: LANDLORD: THE INTENT OF THIS DRAWING IS TO SHOW A CONCEPTUAL REPRESENTATION OF THE PROPOSED SIGNAGE. DUE TO VARIATIONS IN PRINTING DEVICES AND SUBSTRATES, THE FINISHED PRODUCT MAY DIFFER SLIGHTLY FROM DRAWING. V° Underwriters � Laboratories Inc.