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SDP202200072 Plan - Other (not approved) 2023-03-07
ABBREVIATIONS ARCHITECTURAL SYMBOL LEGEND A/C AIR CONDITIONING ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AMP AMPERE ARCH ARCHITECT BOH BACK OF HOUSE CAB CABINET CL CENTER LINE CLG CEILING CM STARBUCKS CONSTRUCTION MANAGER CTR CENTER CX COMMISSIONING CXA COMMISSIONING AGENT DEG DEGREE DET DETAIL DIA DIAMETER DIM DIMENSION DM STARBUCKS DESIGN MANAGER DN DOWN EA EACH EL ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FF&E FURNITURE, FIXTURE, AND EQUIPMENT FLR FLOOR FOH FRONT OF HOUSE FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER INSTALLED BY OWNER FT FOOT/FEET G GROUND GC GENERAL CONTRACTOR GWB GYPSUM WALLBOARD HC HOLLOW CORE HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING, VENTILATING AND AIR CONDITIONING I.D. INSIDE DIAMETER LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN LL LANDLORD LV LOW VOLTAGE MAX MAXIMUM MEP "MECHANICAL, ELECTRICAL AND PLUMBING" MFR MANUFACTURER MIN MINIMUM NIC NOT IN CONTRACT NL NIGHT LIGHT NTS NOT TO SCALE OC ON CENTER O.D. OUTSIDE DIAMETER PIR PASSIVE INFRARED SENSOR PLC PLACE R RADIUS REF REFERENCE REQ'D REQUIRED REV REVISION RND ROUND SB STARBUCKS SC SOLID CORE SF SQUARE FEET SHT SHEET SIM SIMILAR SPEC SPECIFICATION SO SQUARE TEMP TEMPORARY TYP TYPICAL UC UNDER COUNTER UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD RESPONSIBILITY LEGEND GC GENERAL CONTRACTOR LL LANDLORD SB STARBUCKS N rn WA 0 co CM M N N 0 N T N T N 0 2 4 8 O Scale: X =X NORTH GRAPHIC DATUM EXTERIOR INTERIOR ARROW SCALE POINT ELEVATION ELEVATION CALL -OUT CALL -OUT -- (D a XXXX AFF X,„ SECTION DETAIL SHEET ABOVE FINISH FINISH FACE TO REVISION CALL -OUT CALL -OUT NOTE FLOOR FINISH FACE CLOUD CALLOUT HEIGHT TAG DIMENSION APXXX-ES X XXXXX D XXXXX XX X-X-X REVISION PAINT DESIGN ID DOOR WINDOW INTERIOR TAG TAG TAG TAG TAG WALL TAG AERIAL MAP VICINITY PLAN Wl am Gro, a Church® ,Vineyard=_© .mure Faun r o � HIDDEN HILLS TRY OAKS TEMPLETON ACRES Charlottesville en, a...., , -Albemarle Amemade county Airport Rre Rescue -Station.. ® AIRPORT CENTER AIRPORT ACRES -: onMwu Flighto ® 9 Rv `aPPpn CHO Village® H,119 Mable ,¢ wF' BBptlst Chuch� 6 DEERWOOD 'i' Sheetzq,Wawa QSWybndgesultes /" P,,, C rba vIr pr ABINGTON PLACE Na. *�^ C,arn Cookie59 -Charlptlesv;lle /// Calg Bwlders at North Pointev p O" ATTICUSTILINGQ SPRINGFIELD® ®e gN g ©Do Pp rzza Rq(n KohlsO Q ` QFo%est Lake� NonF \ ® Hke ® of ClhadottesvrlMNaN.- 1 e FORES KE$ Jetl Katra 4I / e�Mypa QHollymeatl Swlm Clpb $ N ® HOLLYMEA� YS PIRA -AURAi{r ry52 '� _ Busy B PowerwashHgv /P TRYBROOK S© GE CHESTERFIELD BakerButler Elementary School h- LANFORD HILLS Better LiNn9 " & CanpgnerrtsO PROJECT CONTACTS MAILING STARBUCKS COFFEE COMPANY ADDRESS: 2401 UTAH AVENUE SOUTH MS STOP: S-SD10 SEATTLE, WASHINGTON 98134 (206)318-1575 PROGRAM GIDAAVILA MANAGER: STARBUCKS COFFEE COMPANY 95 MERRICK WAY SUITE 650 CORAL GABLES, FL 33134 (305) 529-5375 PHONE G IAV I LA@ STA R B U C KS. CO M DESIGN ROSS DOWNING MANAGER: STARBUCKS COFFEE COMPANY 95 MERRICK WAY, STE 650 CORAL GABLES, FL 33134 (305) 529-5348 PHONE (714) 614-1069 CELL RDOW N ING@STARBUCKS.COM CONSTRUCTION HILLARY LEO MANAGER: STARBUCKS COFFEE COMPANY 7201 WISCONSIN AVE #650 BOX 71 BETHESDA,MD (202) 441-2615 PHONE HLEO@STARBUCKS.COM LANDLORD: JENNY STONER (434) 234-8417 PHONE JENNY.STONER@THALHIMER.COM ARCHITECT MELANIE SODS OF RECORD: SODS & ASSOCIATES, INC. 105 SCHELTER ROAD LINCOLNSHIRE, IL60069 (847) 821-7667 PHONE MSOOS@SOOSARCH ITECTS.COM MEP DEVIN KLEIN CONSULTANT CASE ENGINEERING OF RECORD: 796 MERUS CT FENTON, MO 63026 636.349.1600 EXT 305 636.349.1730 SCOPE OF WORK NEW STORE IN EXISTING ONE STORY METAL FRAME BUILDING. NEW INTERIOR WALLS, NEW INTERIOR ELECTRIC, AND PLUMBING WORK. NEW RESTROOM AND WORKROOM. NEW INTERIOR CEILING, FLOOR FINISH, AND WALL FINISHES. NEW CASEWORK AND FURNITURE. EXTERIOR SIGNAGE AND ALARMS BY SEPARATE PERMIT. NEW A/C UNITS AND AIR HANDLER UNITS. GENERAL NOTES 1. THE DRAWINGS AND PROJECT MANUAL TOGETHER CONSTITUTE THE CONTRACT DOCUMENTS FOR CONSTRUCTION. ALL GENERAL REQUIREMENTS ARE TO BE MET AND ALL MATERIALS, FINISHES AND SYSTEMS ARE TO BE INSTALLED AND PERFORM PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 2. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO CONSTRUCTION. 3. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO CONSTRUCTION. 4. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. 5. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 6. 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. 7. 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. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS. 9. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF PERMIT PLANS ON -SITE TO DOCUMENT ALL CHANGES MADE DURING CONSTRUCTION. THE RECORD DRAWINGS SHALL BE ISSUED TO THE OWNER AT PROJECT CLOSE-OUT AS DESCRIBED IN THE GENERAL REQUIREMENTS OF THE PROJECT MANUAL. 10. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. SEE THE PROJECT MANUAL FOR ADDITIONAL INFORMATION. 11. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY". 12. 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 OPERATIONAL INSTALLATION, UNLESS OTHERWISE NOTED. 13. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS CONSTRUCTION MANAGER. SITE INFORMATION CODE AUTHORITIES: BUILDING CODE: PLUMBING CODE: MECHANICAL CODE ELECTRICAL CODE: ENERGY CODE: FIRE CODE: HEALTH CODE: ACCESSIBILITY CODE: ZONING: ZONING TYPE: PARCEL NUMBER: LEASABLE AREA: PROPOSED USE: 2018 VIRGINIA UNIFORM CONSTRUCTION CODE 2018 VIRGINIA EXISTING BUILDING CODE ENTRANCE CORRIDOR DESIGN GUIDELINES ENTRANCE CORRIDOR SIGNAGE GUIDELINES ACSAFOFREGULATIONS. PDF 2018 VIRGINIA PLUMBING CODE 2018 VIRGINIA FUEL GAS CODE 2018 VIRGINIA MECHANICAL CODE 2014 NATIONAL ELECTRIC CODE. 2018 VIRGINIA ENERGY CONSERVATION CODE 2018 VIRGINIA STATEWIDE FIRE PREVENTION CODE VIRGINIA FOOD REGULATION ALBEMARLE COUNTY ORDINANCES. X HC HIGHWAY COMMERCIAL WITH ENTRANCE CORRIDOR OVERLAY 046134-00-00-001D1 3,159 SF RETAIL SALES AND SERVICES DEFERRED SUBMITTALS: SIGNAGE BUILDING INFORMATION OCCUPANCY TYPE: A2 CONSTRUCTION TYPE: VB BUILDING AREA: 3,159 SF TENANT AREA: 2,950.5 SF FIRE SPRINKLER: NO INDEX OF SHEETS LEGEND: X-SHEETISSUED R - SHEET ISSUED FOR REFERENCE AND COORDINATION ONLY SEE TITLEBLOCK FOR REVISION ISSUE DATE(S) r CM (a) a U) Z Z Z Z H H 0 0 0 0 Lu N 05 N W W W SHEET SHEET TITLE m LU 0. LU ¢ ¢ cc ¢ GENERAL G001 GENERAL INFORMATION G002 OCCUPANCY PLAN G003 LIFE SAFETY NOTES G004 LIFE SAFETY ACCCESSIBILITY PLAN G005 ACCESSIBILITY STANDARDS G006 EXTERIOR RENDERINGS G007 INTERIOR RENDERINGS DEMOLITION D101 DEMOLITION FLOOR PLAN D102 CANOPY DEMOLITION PLAN D103 DEMOLITION EXTERIOR ELEVATIONS D104 DEMOLITION EXTERIOR ELEVATIONS D105 DEMOLITION ROOF PLAN D106 DEMO REFLECTED CEILING PLAN ARCHITECTURAL A001 ARCHITECTURAL SITE PLAN A002 ENLARGED SITE DETAIL PLAN A003 ARCHITECTURAL SITE DETAILS A004 ARCHITECTURAL SITE DETAILS A005 ARCHITECTURAL SITE DETAILS A006 ARCHITECTURAL SITE DETAILS A020 TRASH ENCLOSURE A101 BUILDING FLOOR PLAN A102 BUILDING FLOOR PENETRATION PLAN A103 FLOOR PENETRATION DETAILS A104 BUILDING ROOF PLAN A201 BUILDING EXTERIOR ELEVATIONS A202 BUILDING EXTERIOR ELEVATIONS A301 BUILDING SECTIONS A501 BUILDING DETAILS A602 WINDOW AND DOOR SCHEDULES & DETAILS INTERIORS 1101 FF & E PLAN 1102 ENLARGED FF & E PLAN 1111 CASEWORK PLAN 1112.1 ADAPTABLE CASEWORK BASE PLAN 1112.2 ADAPTABLE CASEWORK FRAMEWORK PLAN 1112.3 ADAPTABLE CASEWORK CABINET PLAN 1112.4 ADAPTABLE CASEWORK COUNTERTOP PLAN 1121 REFLECTED CEILING PLAN 1123 LIGHTING DESIGN PLAN 1131 FLOOR FINISH PLAN 1201 INTERIOR FINISH ELEVATIONS 1202 INTERIOR FINISH ELEVATIONS 1203 INTERIOR FINISH ELEVATIONS 1204 INTERIOR FINISH ELEVATIONS 1205 INTERIOR FINISH ELEVATIONS 1401 RESTROOM PLAN & ELEVATIONS 1501 FLOORING DETAILS 1511 WALL FINISH DETAILS 1521 CASEWORK DETAILS 1522 ADAPTABLE CASEWORK SECTIONS 1523 CASEWORK DETAILS 1531 GRAPHIC DETAILS 1601 FF & E SCHEDULES 1602 SCHEDULES 1603 CASEWORK AND EQUIP. SCHEDULES STRUCTURAL S001 IGENERAL NOTES S101 FOUNDATION PLAN S102 ROOF FRAMING PLAN S103 TRASH ENCLOSURE PLAN NOTES S104 TRASH ENCLOSURE DETAILS ELECTRICAL E001 ELECTRICAL OUTLINE SPECIFICATIONS E002 ELECTRICAL OUTLINE SPECIFICATIONS E003 ENERGY CODE CALCULATIONS E004 SITE ELECTRICAL PLAN E100 POWER PLAN E102 LIGHTING PLAN E103 POWER PLAN DETAILS E104 LOW VOLTAGE DESIGN PLAN E501 ELECTRICAL DETAILS E601 ELECTRICAL SCHEDULES E711 ELECTRICAL DETAILS E712 ELECTRICAL DETAILS E713 ELECTRICAL DETAILS E714 BOH - EMS, FULL LIGHTING MECHANICAL M001 MECHANICAL NOTES M002 MECHANICAL NOTES M101 MECHANICAL PLAN M102 MECHANICAL PIPING PLAN M103 MECHANICAL SCHEDULES M501 MECHANICAL DETAILS PLUMBING P001 PLUMBING SPECIFICATIONS P002 PLUMBING SCHEDULES P100 SUPPLY PLAN P101 UNDERSLAB PLUMBING PLAN P501 PLUMBING DETAILS P711 PLUMBING DETAILS P712 PLUMBING DETAILS N N 0 N T N T STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES SODS & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 111111 TH O 7 .. Z O o���,p1 — r U ic. N 1 1 97 > U ~ 9RCHI'�C'S 0 'I=^ cnT Y O /r /TI L U L.L p Y> aJ LL z d J 0 LU z > cn LU LU W �O z L L 0 pCH Q O OJ U LO ULIL IY LU Ir- LU cc) < I Er U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: GENERAL INFORMATION SCALE: AS SHOWN SHEET NUMBER: G001 r N WA LO CM M N N O N N T 1 1ST FLOOR - OCCUPANCY PLAN scale: 1/4" = V-0" OCCUPANCYLOAD Name Classification Area Area per Occupant Length of fixed seating Length per Occupant Occupant Load by Area Occupant Load by Length Actual Seating Occupant Load CAFE SEATING 1 Assembly w/o fixed seats 362 SF 15 SF 0" 0" 25 0 17 25 CAFE SEATING 2 Assembly w/o fixed seats 90 SF 15 SF 0" 0" 6 0 16 16 CAFE SEATING 3 Assembly w/o fixed seats 139 SF 15 SF 0" 0" 10 0 0 10 BANQUETTE SEATING Assembly with fixed seats 107 SF 0 SF 37' - 0" 2'- 0" 0 19 10 19 BACKBAR Kitchen, commercial 552 SF 200 SF 0" 0" 3 0 0 3 MERCHANDISE Mercantile - Basement and grade floor areas 57 SF 60 SF 0" 0" 1 0 0 1 MECHANICAL ROOM Mercantile - storage, stock, shipping areas 206 SF 300 SF 0" 0" 1 0 0 1 WORKROOM 1 Mercantile - storage, stock, shipping areas 634 SF 300 SF 0" 0" 3 0 0 3 WORKROOM 2 Mercantile - storage, stock, shipping areas 144 SF 300 SF 0" 0" 1 0 0 1 RESTROOM 1 Restroom 59 SF 0 SF 0" 0" 0 0 0 0 RESTROOM 2 Restroom 59 SF 0 SF 0" 0" 0 0 0 0 QUEUING Standing, queuing 180 SF 15 SF 0" 0" 17 10 10 117 TOTAL OCCUPANCY 96 OCCUPANCY NOTES OCCUPANCY CLASSIFICATION: A-2 Room Legend BACKBAR M BANQUETTE SEATING IM CAFE SEATING 1 7777 CAFE SEATING 2 CAFE SEATING 3 MECHANICAL ROOM 22 MERCHANDISE QUEUING RESTROOM 1 RESTROOM 2 WORKROOM 1 WORKROOM 2 0 4' 8' Scale: 1/4"= 1 • 0•• PLAN TRUE NORTH NORT N cm N (D T N T Z _O F- U Z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O CMELANEE B. SO v � r v— '�RcftaTEGS Q rr ii Y T T Q C\I Y > z a_J I— (n LU Z >/ V ) LU LU W � z O LL 0 a p O ULO U �rr LU O W LU O Ln TM a Ir a- r Er a- W 1— U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: OCCUPANCY PLAN I SCALE: AS SHOWN SHEET NUMBER: G002 HEALTH DEPT. PLAN NOTES A. GENERAL CONTRACTOR TO SCHEDULE WITH REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FOR APPROVED CONTRACTOR, CONTACT THE VENDOR. B. THE SPACE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. C. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT. D. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS E. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE. F. EACH HAND WASHING WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. G. REFERENCE INTERIOR SCHEDULE SHEETS (1600 SERIES) FOR ADDITIONAL INFORMATION. H. PROVIDE SNEEZE GUARDS WHERE REQUIRED BY JURISDICTION. 1. ALL FOOD STORAGE AND DISPLAY SHELVING SHALL BE A MINIMUM 6" (150MM) ABOVE FINISH FLOOR. WA L0 M M N N O N T N T MEANS OF EGRESS NOTES A. EVERY ROOM OR SPACE THAT IS ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT ACCESS DOORWAY. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER AUTHORIZED AGENT. B. EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, CLOSETS OR SIMILAR SPACES. C. PANIC AND FIRE EXIT HARDWARE, WHERE INSTALLED ON DOORS IN THIS BUILDING SHALL SATISFY THE FOLLOWING: 1) THE ACTUATION PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH. 2) THE MAXIMUM UNLATCHING FORCE DOES NOT EXCEED 15 POUNDS (6.8 KG). 3) PIVOTED OR BALANCED DOORS SHALL BE OF THE PUSH -PAD TYPE WHERE PANIC HARDWARE IS REQUIRED AND THE PAD SHALL NOT EXTEND ACROSS MORE THAN ONE-HALF OF THE DOOR WIDTH, MEASURED FROM THE LATCH SIDE. 4) PANIC HARDWARE LISTED IN ACCORDANCE WITH UL 305. 5) FIRE EXIT HARDWARE LISTED IN ACCORDANCE WITH UL 10C AND UL 305. D. STRUCTURAL ELEMENTS, FIXTURES OR FURNISHINGS SHALL NOT PROJECT HORIZONTALLY FROM EITHER SIDE MORE THAN 4 INCHES (100 MM) OVER ANY WALKING SURFACE BETWEEN 27 INCHES (685 MM) AND 80 INCHES (2030 MM) ABOVE THE WALKING SURFACE. EXCEPTION: HANDRAILS SERVING STAIRS AND RAMPS ARE PERMITTED TO PROTRUDE 4 1/2 INCHES (115 MM) FROM THE WALL. E. THE PATH OF EGRESS TRAVEL EXITS AND WITHIN EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS AS NOTED BELOW: 1) EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. 2) EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. 3) NO POINT IN A CORRIDOR SHALL BE MORE THAN 100 FT (30.5 M) OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. F. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED INTERNALLY ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX). G. ANYTIME A BUILDING OR A PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL. H. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISE'S ELECTRICAL SUPPLY, IN THE EVENT OF POWER SUPPLY FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM FOR THE FOLLOWING AREAS: 1) AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. 2) CORRIDORS, INTERIOR EXIT STAIRWAYS & RAMPS AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 3) EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 4) INTERIOR EXIT DISCHARGE ELEMENTS, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 5) EXTERIOR LANDINGS, EXIT DISCHARGE DOORWAYS IN BUILDING REQUIRED TO HAVE TWO OR MORE EXITS. I. THE EMERGENCY POWER SYSTEM SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM WHICH IS TO PROVIDE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 1 1/2 HOUR IN CASE OF PRIMARY POWER LOSS. CONTINUED ILLUMINATION IS TO BE PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR AND THE INSTALLATION OF THE EMERGENCY POWER SYSTEM. J. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. A MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATION OF 40:1 SHALL NOT BE EXCEEDED. K. WHERE KEY OPERATED LOCKING DEVICES ARE USED, POST A SIGN ON OR ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1 INCH (25 MM) LETTERING STATING THAT "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". L. EGRESS DOORS OR GATES SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES (860 MM) TO 48 INCHES (1220 MM) ABOVE FINISHED FLOOR. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. M. LANDINGS SHALL BE PROVIDED ON EACH SIDE OF DOORS AND SUCH LANDING SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOOR LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE DOOR AND LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 INCHES (11120 MM). N N N T N T Z _O F_ U V+ Z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �VALTH OF O CMELANEE B. SO U � r v- 9R�'HaTEGh Q ii Y T T Q C\I ^ Y > z aJ �6 W z > U)I..L LU LU W � z O L L 0 Q O OJ ULO U �rr O W O T = Ir a- r Er00 a- 1- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: LIFE SAFETY NOTES SCALE: AS SHOWN SHEET NUMBER: G003 i f6 N c r LL WA N M N N O N N T INDOOR SEATING CALCULATIONS DESCRIPTION NUMBER OF ITEMS SEATS PER ITEM TOTAL TABLE TOP, RECTANGLE ADA 1 VARIES 1 TABLETOP, ROUND 10 2 SEATS 20 TABLE TOPS AT BANQUETTE 8 VARIES 5 BANQUETTE 1 10 SEATS 10 SOFT SEATING 8 1 SEATS 8 TOTAL 44 OUTDOOR SEATING CALCULATIONS DESCRIPTION NUMBER OF ITEMS SEATS PER ITEM TOTAL TABLE TOP, SQUARE 8 2 SEATS 16 TABLE TOP, RECTANGLE ADA 2 2 SEATS 4 TABLETOP, ROUND 4 2 SEATS 8 TOTAL 28 O LU W I— z (V = r v z w J J J Q > O DRIVE THRU T WINDOW, AIR CURTAIN & SHELF REMOTEST POINT OF TRAVEL EGRESS CALCULATIONS EXIT WIDTH REQUIRED - 96 OCC. x 0.2 = 19.2 IN. EXIT WIDTH PROVIDED = 44 IN. EXITS = 72 IN. PRIMARY ENTRY, 72 IN. SECONDARY ENTRY (WORKROOM), 36 IN... NUMBER OF EXITS REQUIRED = 2 NUMBER OF EXITS PROVIDED = 3 MAXIMUM. ALLOWABLE TRAVEL DISTANCE = 200' - 0" MAXIMUM. TRAVEL DISTANCE PROVIDED = 87' - 8" MINIMUM. EXIT SEPARATION = 81' - 3" (MAXIMUM DIAGONAL) / 2 = 40' - 6 1/2" EXIT SEPARATION PROVIDED = 42' - 9" 60' - 4" OVERALL WIDTH INTERIOR t COAT W r I 1 w RACK � 1 I SECOND 0 \ EXIT 1 zo on I I LOCKERS \ DATA 8T-8" r:�o RACK 1 FRIG. FRIG. FRIG I I I I I I EXIT AND IEM. LIGHT EM. LIGHT / \ / \ L----+-- IROLLING\ JL \ 3' - 8" IPASTTRY RACK J J \ \ J ELE Irm WORKROOM ICE FIRE g0'-9" 1 EXITAND MACHINE OTINGUISHEF� � EM. LIGHT DISHWASHER \ n r�� n METRO METRO METRO 7REEZ7ERFFREEZER ■!....... II — • . � I�I� I�I�iIM .I�` • — / • P _ _ � ait�]� • • • • I �I •ILIA =A ���I • %' II�I LJ1171, . I I I EM. LIGHT I I I L12-4-------19-2I� WORKROOM 2 u u�� METRO ■ 1 ST FLOOR - LIFE SAFETY ACCESSIBILITY PLAN scale: 1 /4" = V-0" HAND JAIME 0 )JOI RESTROOK 1 11 I E 1LIGHTi SINK SINK EM. LIUHI------ TRASH 71'-7"I ADA 10 SIGN CART a lO 1 'CASE I T-8" U I Q I \ w 2 I � Q �O� I � a I I � � 84'-10"r-J °D 2� 83'-3" I I I 10 I I 3' I8" IM r----1-- —� I 1 � I � I I EXITAND I EM. LIGHT 100'-01,1 1 MAX. AVEL DIS NCE 1 0 I I I� MAIN ENTRANCE I� ACTUAL DISTANCE FROMI MAIN EN-TAWE TO SECOND KJEANS OF EGRESS IS 42' - 9". GREATER THAN 1/2 THE DIAGONAL DISTANCE OF 81' - 3" PLUMBING FIXTURE CALCULATIONS CHAPTER29-2018 IBC TABLE 2902.1 OCCUPANCY MALE FEMALE TOTAL XX OCC. XX OCC. XX OCC. WATER CLOSETS URINALS* LAVATORY WATER FOUNTAIN** FIXTURES 1 PER 75 1 PER 200 1 PER 100 OR STATION REQUIRED 1 M 1 F 0 M 1 M 1 F 0 PROVIDED 1 M 1 F 0 M 1 M 1 F 0 *IN EACH BATHROOM OR TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67% OF THE REQUIRED WATER CLOSETS IN ASSEMBLY OCCUPANCIES. **RETAIL ESTABLISHMENT SERVES WATER UPON REQUEST. ACCESSIBLE SEATING INTERIOR SEATING: ## SEATS X 5% _ # ADA REQUIRED (# PROVIDED) EXTERIOR SEATING: KEYED KE i I V S NOTES ## SEATS X 5%= # ADA REQUIRED (#PROVIDED) 1. THRESHOLDS TO BE BARRIER FREE COMPLIANT PER ALL APPLICABLE CODES. 2. BARRIER -FREE PATH OF TRAVEL. I I 3. 30 INCH X 48" CLEAR FOR WHEELCHAIR ACCESS. ELECTRICAL 4. 60" (1525 MM) DIAMETER MINIMUM TURN RADIUS FOR WHEELCHAIR PANELS I ACCESS. ® I 99 1 EM. LIGHT L-------J 5. 32" MINIMUM CLEAR AT RESTROOM DOOR. 0 6. SEE ENLARGED RESTROOM PLAN AND ELEVATIONS SHEET (1401) FOR ADDITIONAL INFORMATION ON ACCESSIBLE RESTROOM AIR CLEARANCES. HANDLER -----, 7. POS TRANSACTION PLANE, CONDIMENT CART TOP AND HAND-OFF UNIT I PLANE ARE 34INCHES ABOVE THE FINISHED FLOOR FOR MECHANICAL WHEELCHAIR ACCESSIBILITY. ® ROOM 1 8. PROVIDE BARRIER -FREE SIGNAGE AT ADA RESTROOMS PER ALL �o AIR ICE MACHINE AIR APPLICABLE CODES. 42"S OR IWATE HANDLER QR CONDENSING UNIT 9. 36 INCH CLEAR FOR ELECTRICAL PANEL ACCESS. FILTER _ _ UNIT ----- --- MOP ------ ---- 10. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN WHERE EM. LIGHT REQUIRED BY APPLICABLE LAWS OR CODES. ftK To A/C UNIT I i 1 I RESTROOMi 1 1 O;? O; EM. [+[G_yr — y ADA 10 SIGN I I I L — — L CAFE SEATING BANQUETTE ADA TABLE ADA TABLE I\ z \ I O I + 1 I 1 L--- -- 4 EXIT AND EM. LIGHT II Z I 7 1 I I 1 I J 9 A/C UNIT HEALTH DEPT. FINISH SCHEDULE BAR FLOOR: POLYVINYL FLOORING A/C UNIT WALL: WALL TILE, BACKSPLASH, WITH POLYVINYL BASE CEILING: GYPSUM CEILING CAFE FLOOR: CERAMIC TILE WALL: VINYL WALL COVERING CEILING: ACOUSTICAL CEILING TILE AND GYPSUM CEILING WORKROOM --- FLOOR: POLYVINYL FLOORING WALL: FRP WITH POLYVINYL BASE CEILING: VINYL CEILING TILE RESTROOM FLOOR: LOO FLOOR: CERAMIC TILE WALL: WALL TILE CEILING: GYPSUM CEILING LEGEND x-xLoxxhaml� TRAVEL DISTANCE -- E BARRIER FREE PATH OF TRAVEL (MIN 3-0" (915MM) - NO PINCH POINT) —a—s— EMERGENCY LIGHT EXIT SIGN FIRE EXTINGUISHER r------ ADA ACCESSIBLE SEATING I I 36" (915MM) X 48" (1220MM) CLEAR AREA I I I I I I I I L J O I I J 0 2' 4' 8. N Scale: 1W = P-0" PLAN NORTH TRUE NORT N N T T STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD p%%j AQOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,11 .LT11 OA O r C) MELANEE B. SO U � r v— '�RcftaTEGS Q Y T T Q CV 0— Y > z a_ I— (6 Lu z VJ .. LU I..L LU W � z O LL 0 Q O OJ U UD I-— LL 11 T LL Q I Er 00 U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: LIFE SAFETY ACCCESSIBILITY PLAN SCALE: AS SHOWN SHEET NUMBER: G004 ANSI 11701 2009 - 60" MIN. 60" MIN. 01 EQ EQ 9" 10 M iw3 © 2017 STARBUCKS COFFEE COMPANY — _ Ci ¢ r— � m I I SF- UOC _ o I i a N a o= o W 48"� 48,. STARBUCKS® \\ / " > m v a CO w Mw. MIN. MIN. 2401 UTAH AVENUE SOUTH N I \ , a x a > SEATTLE, WASHINGTON 98134 L J \ w (206) 318-1575 `—' g 12" MIN. 36" MIN. 12" MIN. Y o_ THESE DRAWINGS AND THE PROJECT MANUAL FRONT APROACHES ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY F STARBUCKS TURNING DIMENSIONS DOOR MOUNTING HEIGHTS CORPORATION, WHCHISTHE OWNER OFTHE PULL SIDE PUSH SIDE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED ill r - - - - - - - WITH THIRD PARTIES OR USED IN ANY MANNER I NIV r- - - - - - ON OTHER PROJECTS OR EXTENSIONS TO THIS � z_ IIU7I I I PROJECT WITHOUT THE PRIOR WRITTEN I I CONSENT OF STARBUCKS CORPORATION. I Z I 12" � I THESE DRAWINGS AND SPECIFICATIONS ARE 18" I INTENDED TO EXPRESS DESIGN INTENT FOR A 00 8" MIN. r MIN. MIN. I PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT ? / REFLECT ACTUAL SITE CONDITIONS. NEITHER I` PARTY SHALL HAVE ANY OBLIGATION NOR o I LIABILITY TO THE OTHER (EXCEPT STATED -� " I ABOVE) UNTIL WRITTEN AGREEMENT IS FULLY x 5((T 1 L--_--_ ---J EXECUTED BY BOTH PARTIES. 1 2 MAX STARBUCKSTEMPLATE VERSION i2021-01-22 Q 1 N ARCHITECT OF RECORD IN le Ile le IN \' Ir � � n"MIN-25"MAX. HINGE APPROACHES 11_ J 6" ASOOSOCIATES MIN.PULL SIDE PUSH SIDE KNEE AND TOECLEARANCESACCESSIBLE THRESHOLD 01 36' MIN. Soos &Associates, Inc. C==== __—_�� N 105 Schelter Road 6" MIN. w i Lincolnshire, IL 60069 TOE CLEARANCE I z I p: 847 821 7667 I z z I g Z01 N 60" 60" 36" g z I M 01 v w ' coom 11211 22" 16" TO 18 16" TO 18' 17" TO 19' 'c F- I 00 z Ile T v ¢ MIN. N r 20" - 25" MAX. I =V V ik MIN. T I II O I o O I I o ALTERNATIVE I II w ? z o z 4 m mxz �ALTHO y, � �o� z .Y1 FG .. rgin 10X X m m /� O OOP o z < I ALTERNATE ¢ m O p Nffil-ANII B. S00 130"X48"I__J I �— ----�� —� x / DOOR z in in r I I I r r I 1 L_I LATCH APPROACHES LOCATION~ ic.N I I 7 ____ --- IPULL SIDE PUSH SIDE�---- 1 Oil\\ \ 130"X48" IF DOOR I L " MAX OR 56" MIN 24" MIN. 24" MIN. W MAX I \ \ I SWINGINi I r---- --� � �Q 9R�'HaTEGh � UNOBSTRUCTED SIDE RE/,�,., ' UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH I may\ L- ----J v v MAX. " 20I I g T 0 0 al00z Y I O Q N _j DOOR SHALL NOT SWING INTO U ^�^ Q Q THE REQUIRED MIN. AREA OF L.L X = THE COMPARTMENT /� i O z co m RESTROOM PLAN DOOR CLEARANCES WITH LATCH AND CLOSER LL D w f6 N 10" 10" - 24"MAX. U z LU 7 Lu p ORSTRtICTFD HIGH SIDE REACH OBSTRUCTED HIGH SIDE REACH OBSTRUCTED HIGH FORWARD REACH NOTE: O REACH RESTRICTIONS ALL UNDER -SINK NOTE: Z LL Q 0 O o EXPOSED PIPES VERTICAL GRAB BAR IS TO BE H H J INCLUDING HOT WATER LOCATED IN PRIORITY TO U LO U fY o AND DRAIN TO BE TOILET PAPER DISPENSER. Lu r LU Q rn INSULATED AND OR 0 CO 0T � PROTECTED AGAINST Ir Er 00 U CONTACT. i !Z r !Z r > ;orz=NOTE: — A — WATERCLOSET FLUSH / 39" - 41" CONTROL TO BE STORE #: 71714 m x LOCATED ON THE WIDE PROJECT #: 97033-001 E — — , D x SIDE /ACCESSIBLE SIDE ISSUE DATE: 12/16/2022 U L---------J L- --- J 4"MAX /� ¢ OF HANDICAP STALL - ----- w DESIGN MANAGER: BOSS DOWING 0 48 60" MIN. i n ® U 12" 42" Le 36" 6" CHECKEDIBY: DESIGNER: SOOS N i MAX. MIN. 24" 12" w - SIDE APPROACH AL C VE, SIDE APPROACH B/EDGE OF �p U Q �j ??77i �jJTJ� REFLECTIVE \Cc 42" MAX ¢ Revision Schedule SURFACE \\ X x x X Q m a[ n \ X ¢ ¢ ¢ a ¢ ¢ 24" MIN. w N w Rev Date Description a> a _Z x \ m¢ > � x m O _ BY P to A x < \ ao m ao x ~ v io w v m T U x I I o Z o \\ v a v " a m 0 (J CO x Z OF ao O o1 M \ M @J 0 O T L J x 15" MIN. 16"-18" SHEET TITLE: -------� 15"MIN. r 30" 36"MIN.ry ACCESSIBILITY LAVATORY/MIRROR HOOK DRYER/SOAP CHANGING TABLE URINAL TOILET/GRAB BARS TOILET/GRAB BARS STANDARDS FRONT APPROACH ALCOVE. FORWARD APPROACH Cm N MANEUVERING CLEARANCES PROTRUDING OBJECTS MOUNTING HEIGHT STANDARDS SCALE: AS SHOWN N SHEET NUMBER: N G005 T v f>i Cz Cz JI H z w U Cz 0- CD Z3 r 0 w (D U) WA 7 Iw M N N O N co N F- I RENDERINGS ARE FOR REFERENCE ONLY 1 1 �1L,la-Lil'� N N 0 N Cfl T N T z 0 r V V+ z v 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 Op p MELANiE B. SOS U ~ r v— �RC'TiI'I'�C'S 0 Y T T Q N 0 > Y z 0 J v5 W Z U) W o ~ H z LL Q 00 U LO U 0� w O T CO w O Ln r Q = t (L a 00 r 0 STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: EXTERIOR RENDERINGS SCALE: AS SHOWN SHEET NUMBER: G006 i j .,1 a - A iIj 1 0i v f>i JI Q H z w U Cz CL CD Z3 r 0 w (D U) W, a M N N O N co N r 0 RENDERINGS ARE FOR REFERENCE ONLY ram_ c L I N N 0 N Cfl T N T STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. 11 STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 G Z _O WN01 V+ Y T T o Q oN > Y O L z 0 J W v5 Z U) ~ W H z LL o Q p O U LO U w O T CO w Lr) r O 00 Q = t (L a r 0 STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: INTERIOR RENDERINGS SCALE: AS SHOWN SHEET NUMBER: G007 LEGEND ITEM TO BE DEMOLISHED EXISTING ITEM TO REMAIN 1 / D102 1 r - --- II 9r--- ' l\Jj I 22 22 22 22 J 1 1 II -------------- II IIII II II I I III II II II IIII II II L VAULT IIII I I WORK RM i STORAGE i BREAK 1 IIIIill II �� 1 �� I IL 1 IIII II V �� L I I L'---------------------------j L I -- — LJ L— J i L------------ -�r �_ r—-------------------�7---�11 1�---T.r------------� ------ I I I I 1 I I.T. 1� )> n ,, -- ----- ' /ii I I � E-1 u 1 I I f I I I I I I I I I I Illi _ L IL II IIII � I II I I i0 TELLER IIII � I I I IIII � I I I IIII � � II II i ' I I I I 0 i 2 ' �I—+----------------1--- —1--� z U I a '1 N OFFICE C N 1 / D102 I 1 N WA 0_ N CM M Aq N �1. 1ST FLOOR- DEMOLITION PLAN rscale: 1/4" = V-0" WAITING /l IIII IIIII �� II ,� III IIII 8 IIII IIII VSTB IJII WAITING 17 17 Ill L__L I I--J L-- J L 1-T MECH Po 2 ROOM F' RR 17 r h�--- ��--JI b; I —I�—_—— `_=_— -- _ J--- IL III RR N II I L____ i _j J 11 I � OFFICE OFFICE KEYED NOTES O GENERAL NOTES 1. STRUCTURAL COLUMN TO REMAIN. NOTE: NOT ALL A. IF DURING DEMOLITION CONDITIONS ARE REVEALED EXISTING COLUMNS MAY BE SHOWN. THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL 2. EXISTING INTERIOR WALL TO REMAIN. PATH AND CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION REPAIR IF IT IS NEEDED. MANAGER IMMEDIATELY. 3. REMOVE ALL INTERIOR PARTITION FROM FLOOR TO B. GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE UNDERSIDE OF STRUCTURE UNLESS NOTED INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL OTHERWISE. REMOVE ALL ASSOCIATED DOORS, SCOPE OF WORK. NOTIFY STARBUCKS CONSTRUCTION POWER AND DATA CONDUITS, AND PLUMBING MANAGER IF EXISTING CONDITIONS DEVIATE FROM WITHIN WALLS. CONSTRUCTION DOCUMENTS. 4. REMOVE ALL EXISTING FLOORING. PATCH, C. REMOVE EXISTING INTERIOR WALL FINISH AS SHOWN. REPAIR AND PREP. SUBSTRATE TO RECEIVE NEW PATCH, REPAIR AND PREP. SUBSTRATE TO RECEIVE FINISH. NEW FINISH. REMOVE WALL COVERINGS ON EXISTING WALLS TO REMAIN THAT FACE AREAS OF DEMOLITION. 5. REMOVE EXISTING INTERIOR GYP BOARD ALONG THE REMOVAL SHALL INCLUDE ANY RESIDUAL MATERIAL PERIMETER OF THE BUILDING. VERIFY EXISTING BATT AFTER DEMOLITION, (I.E. PIECES OF WALL COVERING INSULATION HAS A MINIMUM R13 -VALUE. IF THERE IS OR BACKING). REMOVAL OF ALL COVERINGS IS TO BE ANY BATT INSULATION THAT IS DAMAGE MUST BE DONE W/O DAMAGING THE EXISTING WALL SURFACE TO REPLACED. REMOVE ALL UNUSED CONDUIT, REMAIN. ALSO REMOVE WALL DEVICES AND ITEMS PLUMBING PIPES. TYP. MOUNTED TO WALLS. 6. REMOVE EXISTING CASE WORK, HANGING DEVICES, D. REMOVE EXISTING FLOORING AS SHOWN. PATCH, AND FASTENERS AS SHOWN. REMOVE ASSOCIATED REPAIR AND PREP. SUBSTRATE TO RECEIVE NEW ELECTRICAL AND DATA LINES, CAP EXISTING FINISH. REMOVAL OF EXISTING FLOORING INCLUDES, PLUMBING. BUT IS NOT LIMITED TO REMOVAL OF EXISTING CERAMIC - TILE, CARPET OR VINYL TILE FLOORING AND ---- 7. STROREFRONT TO REMAIN AS IS. ASSOCIATED WALL BASE. SUBFLOOR TO BE STRIPPED OF ALL COVERING/FINISH AND CLEANED TO REMOVE 24 23 8. REMOVE EXISTING GLASS CURTAIN WALL, DOOR, EXISTING ADHESIVE, GROUT, MORTAR, DIRT AND I AND ASSOCIATED FASTENERS. COATINGS. FINAL SURFACE TO BE STREAK -FREE WITH L---_ NO MACHINE MARKS AND/OR SMOOTH, STABLE AND — — 9. REMOVE AND REPLACE EXISTING PAIR OF DOORS. LEVEL. PROVIDE LEVELING WHERE NECESSARY TO _______________ ACCOMMODATE NEW FINISHES. '0 10 DEMOLISH EXISTING DT WINDOW. I , E. DEMOLITION PLANS REPRESENT APPROXIMATE 23 1 11. REMOVE EXISTING RESTROOMS FIXTURES. REMOVE LOCATION OF EXISTING WALLS TO BE DEMOLISHED. SANITARY PLUMBING PER CODE. REMOVE ALL FIELD VERIFY TYPE OF CONSTRUCTION AND HEIGHT OF IL 1 SUPPLY BACK TO SERVICE ENTRANCE. WALLS. PLANS DO NOT NECESSARILY INDICATE ALL J DEMO WALLS, COUNTERS, HANDRAILS, WALL 12. SAW CUT AND REMOVE EXISTING CONCRETE SLAB PROTECTION, CLOSETS, SINKS ETC. PRIOR TO AS REQUIRED FOR NEW UNDERSLAB WORK. SEE DEMOLITION, FIELD VERIFY THAT WALLS TO BE o r----- PLUMBING AND ELECTRICAL SHEETS FOR REMOVED DO NOT PROVIDE SUPPORT FOR EXISTING ADDITIONAL INFO. BUILDING ELEMENTS AND EXISTING CONSTRUCTION TO 25 23 REMAIN. NOTIFY STARBUCKS CONSTRUCTION 13. EXISTING ELECTRICAL PANEL TO BE RE USE IF IS MANAGER IF DEMOLITION WALLS SUPPORT EXISTING FEASIBLE. SEE ELECTRICAL SHEETS FOR BUILDING ELEMENTS. 19 ADDITIONAL INFORMATION AND SCOPE. F. DEMOLISH AND REMOVE DOORS, VINYL BASE, CONDUIT, 14. EXISTING DISCONNECT TO BE REUSED IF IS WIRING, DUPLEXES, DATA OUTLETS, CABLES, SHELVING, 0 18 FEASIBLE. SEE ELECTRICAL SHEETS FOR ADDITIONAL METAL STUD AND GYPSUM BOARD WALLS, CLOSETS, INFORMATION AND SCOPE. CABINETS, FILES, COUNTERS, WOOD MOLDING, SHELVES AND ENCLOSURES WHERE APPLICABLE. 15. MAIN DISTRIBUTION PANEL TO BE REUSED IF IS FEASIBLE. ELECTRICAL SHEETS FOR ADDITIONAL G. VERIFY WITH STARBUCKS CONSTRUCTION MANAGER INFORMATION AND SCOPE. ACCESS TO THE DEMOLITION AREA, INGRESS AND EGRESS ROUTES FOR MATERIAL AND EQUIPMENT. 16. REMOVE EXISTING WATER HEATER AND ALL ASSOCIATED SUPPLY PIPING THRU OUT BUILDING. H. PROTECT EXISTING FLOORS, WALLS AND CORNERS TO REMAIN ALONG WORK ACCESS ROUTES. 17. REMOVE EXISTING AIR HANDLER UNITS AND ASSOCIATED DUCTWORK. I. CONTAIN DUST AND DEBRIS WITHIN THE DEMOLITION AREA. 18. EXISTING WATER SERVICE ENTRANCE, BACKFLOW DEVICE. SEE PLUMBING SHEETS FOR ADDITIONAL J. THE GENERAL CONTRACTOR SHALL PERFORM WORK IN INFORMATION. A MANNER THAT DOES NOT DAMAGE THE EXISTING STRUCTURE. DEMOLITION SHALL NOT COMPROMISE 19. EXISTING ELECTRICAL METER TO REMAIN IF IS THE STRUCTURAL INTEGRITY OF ANY WALLS, FLOORS, FEASIBLE. CEILINGS, SUPPORTS, STRUCTURE, ETC. TO REMAIN. 20. EXISTING SERVICE DOOR TO BE REMOVED AND K. ALL DEMOLITION MATERIALS AND DEBRIS SHALL BE REPLACED. DISPOSED OF ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS. 21. PATCH AND REPAIR SLAB AS NEEDED. L. AT LOCATIONS WHERE EXISTING WALLS ARE TO BE 22. REMOVE EXISTING DECORATIVE COLUMN. REMOVED NEAR EXISTING WALLS TO REMAIN, PERFORM DEMOLITION WITHOUT DISTURBING EXISTING 23. REMOVE AIR CONDITIONING UNIT. ELEMENTS TO REMAIN. WALLS TO REMAIN SHALL BE INTACT AND HAVE A NEAT SURFACE. 24. REMOVE AND REPLACE EXISTING DOOR. M. REFER TO "ITEMS TO BE PRESERVED" LIST FOR ITEMS 25. REMOVE WINDOW AND PREP OPEMING FOR THAT SHALL BE SALVAGED FOR RELOCATION. VERIFY MECHANICAL LOUVER. WITH OWNER FOR ON SITE STORAGE LOCATION OF SALVAGED ITEMS. N. DAMAGED FIREPROOFING SHALL BE REPAIRED/ REPLACED TO MATCH EXISTING. O. THE GENERAL CONTRACTOR SHALL DEMOLISH ANY EXISTING ABANDONED VOICE/DATA CABLING AND DEAD OR NON-USE ELECTRICAL BACK TO PANEL. ALL RECEPTACLES NOT REUSED ARE TO BE REMOVED, PATCHED AND PAINTED. P. REMOVAL OF LOW VOLTAGE EQUIPMENT, PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED BY THE STARBUCKS CONSTRUCTION MANAGER PRIOR TO REMOVAL. SALVAGED EQUIPMENT SHALL BE STORED IN A CLIMATE CONTROLLED ENVIRONMENT FOR FUTURE INSTALLATION. 0. LABEL ALL ITEMS AND PROPERLY STORE FOR RE -INSTALL. R. REMOVE EXISTING PLUMBING FIXTURES AND HVAC EQUIPMENT AS NECESSARY. CAP LINES AND TERMINATE DUCTS AS NECESSARY FOR THOSE NOT BEING RE -USED. 0 2' 4' lmmm�I N / ^ , Scale: V�r �\�/_/�� PLAN TRUE NORTH NORT N 0 N T T STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. 11 STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 .. Z O o���,p1,THOFGr? — r 01 U U � Q V+ Y T T O /r CAI U L.L p Y> aJ L z d, J LU �6 z > w LU I..L W � z O LL_ 0 Q p O U LO U IY w O W LU O T OD Q = Ir a r Er a ,- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: DEMOLITION FLOOR PLAN SCALE: AS SHOWN SHEET NUMBER: D101 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fC) MELANEE B. SO v IRC'HITV'r l LU a z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: e U) w 0 0 Q U L1 O Ir a- 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SODS Revision Schedule Rev Date By Description SHEET TITLE: CANOPY DEMOLITION PLAN SCALE: AS SHOWN SHEET NUMBER: D102 0i fTf JI Q H z w U Cz CL CD l= O ILL N 1n WA 7 N M M N N O N co N 1 9 -------------------------------------- ---------- ____ _�---------_--- 1I I I I I I I I I I I I I I I I I I I 2 I I I I I I I I I I DEMILITION NORTH ELEVATION scale: 3/16" = V-0" DEMOLITION WEST ELEVATION scale: 3/16" = V-0" j 12 z � 12 10 _- 00 �� 1 I I I I I F �� I I I I I I\ o14 /I L_ AIL/ St Floor 011 DEMOLITION ELEVATION NOTES A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR AS REQUIRED TO PROVIDE A SMOOTH, FINISH READY SURFACE. D. DEMOLISH EXISTING WALLS AND DOORS AS INDICATED. E. DEMOLISH EXISTING WALL FINISHES AS INDICATED. F. REMOVE EXISTING LIGHT FIXTURES, EQUIPMENT AND POWER LINES AS INDICATED. G. REMOVE EXISTING PLUMBING FIXTURES AS INDICATED. CAP LINES AS INDICATED FOR THOSE NOT BEING RE -USED. H. SEE DEMOLITION SITE PLAN AND DEMOLITION ROOF PLAN FOR ADDITIONAL INFORMATION. I. LABEL ALL ITEMS TO BE PROPERLY STORED FOR RE -INSTALL. KEYED NOTES 1. DEMOLISH PORTION OF CANOPY. PREFINISHED STANDING SEAM ROOF TO BE REPAIRED AS NEEDED. 2. DEMOLISH PORTION OF SOFFIT. TO BE PATCHED AND REPAIRED AS NEEDED. 3. REMOVE STRUCTURAL COLUMN AND DECORATIVE COLUMN. 4. DEMOLISH CONCRETE ISLAND. 5. DEMOLISH DT WINDOW. 6. DEMOLISH DEAL DRAWER. INFILL WALL TO MATCH ADJACENT CONSTRUCTION. 7. REMOVE DECORATIVE COLUMN. 8. REMOVE METAL COVER. INFILL WALL TO MATCH ADJACENT CONSTRUCTION. 9. DEMOLISH PORTION OF GUTTER. 10. IN FILL WALL TO MATCH ADJACENT CONSTRUCTION. 11. REMOVE DISPLAY. PATCH AND REPAIR WALL AS NEEDED. 12. NO USED. 13. REMOVE AND REPLACE PAIR OF DOOR. N Cm N T N T z 0 r V V+ z v 1.� 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O CMELANEE B. SO U � r v— '�R�'xaTEGS Q Y T T Q N 0 > Y z 0 J v5 W Z U) W QO 0 ~� z LL Q p O U LO U w O T CO w O Lr) r Q = tr (Lr Er ELrU 00 STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: DEMOLITION EXTERIOR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: D103 12 10 w DEMOLITION SOUTH ELEVATION Scale: 3/16" = V-0" 1A DEMOLITION EAST ELEVATION scale: 3/16" = V-0" N 1n WA 7 n N M M N N O N T N T //II // II // I � I III I IFI �M/ N U 0 12 10 Interior 1st Floor 0" 1 6 — — — — — — — 12 --- ____________________---------------------------------- _____________� ----------------------------------------------- I I I I I I I I I I I I I I I I 2 I I I I I I I I OPEN OPEN OPEN I I I I I I I I I I I I I I Interior 1 DEMOLITION ELEVATION NOTES A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR AS REQUIRED TO PROVIDE A SMOOTH, FINISH READY SURFACE. D. DEMOLISH EXISTING WALLS AND DOORS AS INDICATED. E. DEMOLISH EXISTING WALL FINISHES AS INDICATED. F. REMOVE EXISTING LIGHT FIXTURES, EQUIPMENT AND POWER LINES AS INDICATED. G. REMOVE EXISTING PLUMBING FIXTURES AS INDICATED. CAP LINES AS INDICATED FOR THOSE NOT BEING RE -USED. H. SEE DEMOLITION SITE PLAN AND DEMOLITION ROOF PLAN FOR ADDITIONAL INFORMATION. I. LABEL ALL ITEMS TO BE PROPERLY STORED FOR RE -INSTALL. KEYED NOTES N 1. DEMOLISH PORTION OF CANOPY. PREFINISHED N STANDING SEAM ROOF TO BE REPAIRED AS NEEDED. 2. DEMOLISH PORTION OF SOFFIT. TO BE PATCHED AND rom REPAIRED AS NEEDED. 3. REMOVE STRUCTURAL COLUMN AND DECORATIVE N COLUMN. r 4. DEMOLISH CONCRETE ISLAND. 5. NOT USED. 6. NOT USED. z 7. NOT USED. 8. NOT USED. _O 9. DEMOLISH PORTION OF GUTTER. 10. NOT USED. 11. NOT USED. 'r A 12. REMOVE AND REPLACE DOOR. z 13. REMOVE AND REPLACE PAIR OF DOOR. U cc LL STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O CMELANEE B. SO U � r v— '�RcftaTEGS Q ' ii T Q C\I Y > z d, J I— (6 w z �> V) � LU 0 w z O L L Q O OJ ULO U �rr LU O OC) LU O Ln T N\ a T Ir a- r Er a- 1— U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: DEMOLITION EXTERIOR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: D104 i fG 0- (D C 7 r L.L N rn WA N M M N N O N N T ------------ T ----------------------------------- II I II I II I II I II II I II I II I II I II I II I II I II I II I II I II I II I II I II I II II I II I II I II I II I II I II I II I II I II I II I II I II I II II I II I II I II I II I II I II I II I II II I II I II I II I II ------------------------- 1ST FLOOR - BUILDING ROOF PLAN scale: 1 /4" = V-0" KEY NOTES 1. DEMOLISH PORTION OF CANOPY. PREFINISHED STANDING SEAM ROOF TO BE REPAIRED AS NEEDED. 2. DEMOLISH PORTION OF GUTTER. 3. REMOVE STRUCTURAL BEAM. LEGEND ITEM TO BE DEMOLISHED EXISTING ITEM TO REMAIN DEMOLITION ROOF PLAN NOTES A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. B. GENERAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO DEMOLITION TO REVEAL FULL SCOPE OF WORK. C. EXISTING WALLS TO REMAIN. PATCH AND REPAIR AS REQUIRED TO PROVIDE A SMOOTH, CLEAN SURFACE READY FOR FINISH. D. NOT USED. E. DEMOLISH EXISTING ROOF FINISHES AS INDICATED. REPAIR OR REPLACE FLOOR DECK AS REQUIRED TO PROVIDE AN EVEN WALKING SURFACE FOR NEW ROOFING. I 2' 4' 1 N / ^ , ���/_/�� scale: 1/4" = 1'-0" PLAN TRUE NORTH NORT N N 0 N (D T N T Z _O F- Z U cc LL STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O CMELANEE B. SO v � r v— '�RcftaTEGS Q rr ii Y T T Q C\I Y > z aJ I— (6 LU z V) >/� LU W W �O z LL 0 a pCH p O U LO U IY LU O W LU O Ln TM a = Ir a- r Er a- w 1— U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: DEMOLITION ROOF PLAN SCALE: AS SHOWN SHEET NUMBER: D105 1W N rn WA am N M M N N O N N T LEGEND ITEM TO BE DEMOLISHED EXISTING ITEM TO REMAIN KEYED NOTES 1. DEMOLISH VAULT CEILING. 2. DEMOLISH HARD LID CEILING, FRAMING AND ASSOCIATED FASTENERS TO BOTTOM OF STRUCTURE ABOVE. 3. REMOVE EXISTING SOFFIT AS SHOWN. 4. DEMOLISH ACT CEILING. 5. REMOVE EXISTING LIGHTING, WIRING, CONTROLS AND FASTENERS BACK TO ELECTRICAL PANEL AS SHOWN. 6. REMOVE EXISTING SECURITY CAMERAS, LOW VOLTAGE CABLING AND ASSOCIATED CONDUITS. CAMERAS SHALL BE SALVAGED FOR FUTURE REUSE. 7. REMOVE EXISTING DUCTWORK AND ASSOCIATED FASTENERS BACK TO MAIN TRUNK LINE. 8. PATCH AND REPAIR CEILING AS NEEDED. GENERAL NOTES A. IF DURING DEMOLITION CONDITIONS ARE REVEALED THAT MAY JEOPARDIZE INTEGRITY OF STRUCTURE OR PRECLUDE FOLLOWING DESIGN INTENT, GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY. B. REMOVE EXTRANEOUS EQUIPMENT AS NECESSARY. C. NOT USED D. DEMOLISH AND REMOVE SUSPENDED ACOUSTIC LAY -IN, SPLINE OR GYPSUM/ PLASTER CEILING INCLUSIVE OF HANGERS AND CARRYING CHANNELS, WIRES, CABLES, CONDUIT, ADHERED CEILING TILES, FLEX CONDUIT, ELECTRICAL BOXES, SMOKE DETECTORS, LIGHT FIXTURES AND WIRING, DUCT WORK, PIPING AND SUPPORT HANGERS. CUT HANGERS FLUSH. SPACES RECEIVING WALL DEMOLITION WILL ALSO HAVE CEILING DEMOLITION UNLESS OTHERWISE NOTED. E. REMOVAL OF LOW VOLTAGE EQUIPMENT, PERTAINING TO DATA/ COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED BY STARBUCKS CONSTRUCTION MANAGER PRIOR TO REMOVAL. SALVAGED EQUIPMENT SHALL BE STORED IN A CLIMATE CONTROLLED ENVIRONMENT FOR FUTURE INSTALLATION. 1ST FLOOR - DEMOLITION REFLECTED CEILING PLAN 0 2' 4' 8' 7Scale: 1 /4" = V-0" �r N Scale: 1/4" = 1'-0" PLAN TRUE NORTH NORT N N 0 N (D T N T Z _O F_ U Z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH oA O CMELANEE B. SO v � r v— '�RcftaTEGS Q rr ii Y T T Q C\I Y > z a_J I— (n LU Z >/ V ) LU LU W � z O LL 0 a p O ULO U �rr LU O W LU O Ln T a Ir a- T Er a- w ,— U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: DEMO REFLECTED CEILING PLAN SCALE: AS SHOWN SHEET NUMBER: D106 Non 4 - ---- -- - - - - - - - - - 2 J i co O I /\ r —J I J� `t i LL WA 7 am Q N M N N O N N T 1 ST FLOOR - SITE PLAN seme:1 :170 f� i �J 22540 C 22 0 14 1 A002 V X0003 r 10 S 22544 ----------- ---- 6 -- Y14101 _ 21 Y 14324 17 \ III 11 i Y 14324 11 D Y 14323 11 SIGNAGE UNDER SEPARATE PERMITS, FOR REFERENCE ONLY. GENERAL NOTES A. REFER TO EXTERIOR ELEVATIONS ON SHEET A201 FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. B. LANDSCAPING TO BE PROVIDED PER ZONING CODE AND SUSTAINABILITY REQUIREMENTS. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS SHALL BE COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. D. LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU ENTRY POINT THROUGH WINDOW STANDING PAD. E. GENERAL CONTRACTOR TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. F. GENERAL CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS AND BUILDING CONDITIONS IN FIELD PRIOR TO START OF CONSTRUCTION. G. PROVIDE DETECTABLE WARNING (IF APPLCABLE PER LOCAL CODE) AT TRANSITION FROM SIDEWALK TO DRIVE AISLE. H. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE SURFACE SLOPE NOT TO EXCEED 2% IN ALL DIRECTIONS. I. REFER TO ELECTRICAL DRAWINGS FOR SITE RELATED ELECTRICAL SLOPE. J. SCRAPE AND REPAINT ALL EXISTING PAINTED SITE FEATURES, INCLUDING, BUT NOT LIMITED TO CURBS, BOLLARDS, RAILINGS AND SITE LIGHTING BASES. K. SEE SHEET A002 FOR ARCHITECTURAL SITE DETAILS. KEYED NOTES C# 1. LANDSCAPE AREA. 2. CANOPY (ABOVE). 3. ELECTRICAL CABINET LOCATION 4. ELECTRICAL METER LOCATION 5. EXISTING TRANSFORMER. 6. EXISTING SITE LIGHT POLE WITH LED LUMINAIRE. 7. TRASH ENCLOSURE CONCRETE APRON TO EXTEND BEYOND DUMPSTER GATES AS INDICATED. 8. PROPOSED LOCATION FOR NEW MONUMENT SIGN. DETAILS TO BE COORDINATED WITH SB DESIGNER AND SIGNAGE VENDOR. 9. DT DIRECTIONAL EXIT/THANK YOU SIGN. 10. CLEARANCE BAR. 11. WAYFINDING PAVEMENT GRAPHICS. 12. DIGITAL ORDER SCREEN WITH CANOPY. 13. 5 PANEL MENU BOARD. 14. DT TIMER LOOP. 15. NON -ILLUMINATED BOLLARD. 16. WATER SERVICE POINT OF ENTRANCE. 17. WASTE LINE POINT OF ENTRANCE. 18. GREASE INTERCEPTOR. 19. HOSE BIB. 20. EXISTING GROUND LIGHT. 21. EXISTING A/C UNITS ENCLOSURE. 22. NEW MONUMENT SIGN AT EXISTING LOCATION. DETAILS TO BE COORDINATED WITH SB DESIGNER AND SIGNAGE VENDOR. 23. CONCRETE PATIO BY GC. REFER TO BUILDING FLOOR PLAN A101. LEGEND LANDSCAPE AREA NEW CONCRETE WALKWAY NEW 6" (150MM) CONCRETE CURB — CONCRETE DRIVE THRU LANE ----- ACCCESSIBLE PATH OF TRAVEL N 7 PLAN TRUE NORTH NORT N N T STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQOOSOCIATES Soos & Associates, Inc. O U li Z Y O � C.)CC 0- o z w0 Z LL U LO W 3 O T CO D= a- T 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O CMELANEE B. SO IRC'HITV'r l C5) CV Y > LLl 0- J LU > z 0n LLJ LU p0 Q J ULL IY w�aT T 1 00 Er 0 STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: ARCHITECTURAL SITE PLAN SCALE: AS SHOWN SHEET NUMBER: A001 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 w z U w O tr (L ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. ri rr V a W z O LL LO TM W T 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fO p MELANEE B. SO v STORE #: PROJECT #: IRC$ITV'r-' ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 0 Y w Z H O LL L0 T 00 71714 T T N N ¢ w J J > U) f- 0 ¢ U 97033-001 12/16/2022 ROSS DOWING SOOS Revision Schedule Rev Date By Description SHEET TITLE: ENLARGED SITE DETAIL PLAN SCALE: AS SHOWN SHEET NUMBER: A002 WA _o N M N N O N T N T DTE DIRECTIONAL SIGNAGE - EXIT - DID 14091 NJ FRONT ELEVATION SIDE ELEVATION 2'- 1" 51/4" Il WG�1UV� m 0 F J C9 m z N 0 0 m0 NATURAL z n O N GRADE OR - a ENGINEERED H " FILL H li- CONDUIT x F _ o° ' _f (4) 1/2" DIA. GALVANIZED HEADED - ANCHOR BOLTS, NUTS AND WASHERS. F, ALTERNATE ANCHORS: (4) 1/2" STAINLESS STEEL 00 °+ P a: W J in OR GALVANIZED HILTI KW IK BOLT 3 EXPANSION N ANCHORS. 2 3/4" MINIMUM EMBEDMENT. W U e AUGERED FOUNDATION: 18" DIA. X VARIABLE DEPTH PER °C 0 a REQUIREMENTS. CONCRETE REQUIRED: 0.15 CU. YD. ccLOCAL U (4) #4 VERTICAL BARS SPACED EVENLY Cl)AROUND PERIMETER, 3' COVER N (3) #3 TIES WITHIN FIRST 5", THEN #3 TIES AT 8" O.C. 3" CLR. V - 6" DIA. DO NOT WELD REINFORCING BARS G.C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU BOARDS ONLY. DTE EXIT SIGNAGE GROUND FOOTING scale: 3/4" = V-0" 1'- 6" DIA. CONDUIT STUB -UP 01 7 4 7 3" ABOVE 11 2" 2" FOOTING CONDUIT PER BASE ELECTRICAL ° ' " .a OUTLINE SITE PLAN ° r? a8. s PROVIDED ° ° ° SITE -SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER (4) ANCHOR BOLTS DTE EXIT SIGNAGE BOLT PATTERN scale: 1 1/2" = V-0" 9/16" DIA. HOLE CV N 7/8" DIA. HOLE 1 9/16" DIA. HOLE It io 1/2" ALUM. PLATE DTE EXIT SIGNAGE BASE PLATE scale: 1 1/2" = V-0" 4" 4" 4" 3" I 6" I 3" VIEW) NOW STRUCTURAL BASE COVER BASE PLATE NATURAL FINISH OR ENGINEERED FILL 0 r= z Al I ina w - � N 00 cc: Er w ¢ 3" CLR. � O 2'-0" DIA. DTE CLEARANCE BAR SIGNAGE - DID 22544 w U)1'-0" T-6" 1'-0" w F m ¢ J w F- 8"-6"" CLCEAG�ANCCE 0 5' 6" EL 0 0 F ¢ 0.25" X 4" X 4" (L STEELTUBE w U)CLEARANCE w BAR z m HEIGHT MAY REQUIRE ¢ w0 ADJUSTMENT TO z ACCOMODATE CURB m AND/OR FOUNDATION w HEIGHT. m MANUFACTURER TO L— o PROVIDE (2) 30" CABLE LENGTHS FOR SUCH V - 9" ADJUSTMENTS `O MIN. co " AVG. N CURB AND GRADE MAY ROAD BED VARY PER LOCATION (4) 1/2" DIA. GALVANIZED ANCHOR BOLTS (3) #3 TIES WITHIN FIRST 5" THEN #3 TIES AT 9" O.C. (4) #4 VERTICAL BARS SPACED EVENLY AROUND PERIMETER POST -INSTALLED ANCHORS NOT PERMITTED 3" CLR. DUE TO CLOSE SPACING OF ANCHOR BOLTS i�2�* G.C. RESPONSIBLE FOR FOUNDATIONS AND FOOTINGS ON ALL MENU BOARD AND DRIVE THRU ELEMENTS. SIGNAGE VENDOR TO SUPPLY TEMPLATES AND INSTALL MENU BOARDS ONLY. DTE CLEARANCE BAR GROUND FOOTING Scale: 1/2" = V-0" 2'- 0" 10 8" 8" 8" 01 ALL ANCHORS PROVIDED } _ 00 (4) ANCHOR ° l a1, a BOLTS ! ° . i '' h �- co , a N a J , BASE00 g�` OUTLINE SITE -SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER DTE CLEARANCE BAR BOLT PATTERN (TOP VIEW) scale: 3/4" = V-0" 8" X 8" X 3/4" BASE PLATE 4" X 4" X 0.25" STEELTUBE POST WELDE TO BASE THRU HOLE FOR MOUNTING (TYP.) PLAN VIEW DTE CLEARANCE BAR BASE PLATE scale: 1 1/2" = V-0" SEE GROUND FTG. DETAIL FOR ROD LENGTH (3) 1/2" HEAVY HEX NUTS & WASHER - GALVANIZED CENTER ANCHOR ROD PATTERN IN FOUNDATION TACK NUT TO ROD 1/2" HEAVY HEX (4) 1/2" DIA. A36 THREADED HOT DIPPED GALVANIZED NUT WITH WASHER THREADED ANCHOR RODS WITH GALVANIZED HARDWARE DTE CLEARANCE BAR ANCHOR ROD Scale: 3" = V-0" ANCHOR BOLT (TYP. 1 OF 4) HIGH STRENGTH NON -SHRINKING GROUT SIGNAGE UNDER SEPARATE PERMITS, FOR REFERENCE ONLY. FOOTINGS AND DETAILS TO BE PROVIDED BY SIGNAGE VENDOR Z _O F_ U V+ Z U cc O LL STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION Q021-01-22 ARCHITECT OF RECORD r%%j AQOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O C) MELANEE B. SO U � r v— '�R�'xaTF'GS Q ii Y T T Q C\I ^ Y > z a_J LU z 5; C7 LU LU W � z O L L 0 Q O OJ U LO U IY LU T LU Ln a I Er cc) U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: ARCHITECTURAL SITE DETAILS SCALE: AS SHOWN SHEET NUMBER: A003 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fC) MELANEE B. SO v IRC'HITV'r l LU a z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: U) w 0 0 Q U L1 O Ir a- e LU H O LL L0 00 Ty� T 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SODS Revision Schedule Rev Date By Description SHEET TITLE: ARCHITECTURAL SITE DETAILS SCALE: AS SHOWN SHEET NUMBER: A004 WA 7 N 77 N N O N N T BASE COVER OUTLINE OUTLINE OF DOS POST BASE PLATE ANCHOR BOLT (TYP.): (4) AT EACH CANOPY BASE PLATE (4) AT DOS BASE PLATE EDGE OF CONCRETE FOOTING OUTLINE OF CANOPY FRONT ELEVATION 71V 4'- 6" DTE DOS CANOPY - DID 22543 CANOPYABOVE DOS AND SPEAKER 00 STEEL BASE PLATE 00 n WELDED TO STEEL izz °' POSTS BY MFR. c' o 1/2" HOT DIPPED o GALVANIZED LEVELING NUTS (12) REQUIRED "DER qE NON-STRUCTURAL OO BASE COVER NATURAL GRADE OR ENGINEERED FILL 0Oa 6" MIN. iv F- (12) 1/2" DIA. Li w O O 1= GALVANIZED ANCHOR RODS a[ LL " - w ,- g ' `.. `- r ` g °' WITH 6" MIN. EMBEDMENT; J ° 3" PROJECTION ABOVE FOOTING w U - ° " (TYP. AT EACH PLATE) d O J CONDUIT 3" CLR. (5) #5 LONG LENGTH, (10) #5 SHORT 6'-0" LENGTH TOP AND BOTTOM DTE DOS CANOPY GROUND FOOTING scale: 3/8" = V-0" ELECTRICAL TO BE INDIVIDUAL BRANCH CIRCUIT IN DEDICATED CONDUIT TO BOH ELECTRICAL PANEL BY G.C. g¢ao 000� ALL ROUTE ALL CONDUIT ANCHORS TO CONDUIT PER STUB -UPS TO BE PROVIDED ELECTRICAL BE 3" ABOVE BY G.C. SITE PLAN FOOTING / o d a - BASE PLATE / m N � u~) (TYP. 1 OF 2)) = 0 0 0 DOS STUB -UPS CANOPY LIGHTING 1" DIA. STUB -UP; ROUTE TO SIGNAGE POWER 2'-5" / u~)aa0 e., a ¢»� _ 2 2 O uj Fr adf---�e._-? • - }- w 0 0 a °I s 1__ 1 LL 0 w 0 iy 14" 4" I _� N 7" 8" 1' - 1" 8" 1' - 9" 8" 7" Cm DTE ORDER POINT CANOPY BOLT PATTERN (TOP VIE Scale: 1" = V-0" 36" x 36" (915MM) MIN. CLEAR AREA FOR ACCESS —� (2) CONDUIT FROM DOS POST, ROUTE TO DRIVE THRU WINDOW (1) CONDUIT FROM DOS POST, ROUTE TO ELECTRICAL PANEL NON -ILLUMINATED BOLLARD ON CONCRETE FOOTING NOTES: 1. IF UTILIZING EXISTING FOOTING(S) FOR SIGNAGE INSTALLATION, FASTEN TO EXISTING THREADED BOLTS AND PROVIDE CONDUIT AS NOTED. ENSURE BOLTS ARE IN SOUND CONDITION. 2. IF ABANDONING EXISTING FOOTING(S) IN PLACE, CUT CONDUIT AND THREADED BOLTS FLUSH TO TOP OF FOOTING. m U D Cr r w 0 1'- 5" o= J U [V r 3" CLR. 2'-0" SIDE ELEVATION 6'-77/8" 1'-0" 4" 4" CUT-OUT THRU HOLE FOR MOUNTING (TYP.) N00 co ANCHOR BOLT (TYP 1 OF 4) v 4" X 4" X 0.25" STEEL TUBE POST WELDED 0o TO STEEL BASE PLATE LO 1 3/8" BASE N FRONT EDGE FACING PLATE DRIVE THRU LANE DTE DOS CANOPY BASE PLATE Scale: 1" = V-0" SEE GROUND FOOTING DETAIL FOR 'OD LMAZrrA 01 7 10 & WASHER - GALVANIZED TACK NUT SEE SEPARATE DETAIL FOR ANCHOR ROD PATTERN IN FOUNDATION ALTERNATE ADHESIVE POST -INSTALLED ANCHORS: HILTI 5/8" DIA. HVU ADHESIVE CAPSULES AT 9" EMBEDMENT WITH A36 HOT -DIPPED GALVANIZED THREADED STEEL RODS AND HARDWARE. (12) REQUIRED ROD 1/2" HEAVY HEX (4) 1/2" DIA. A36 THREADED HOT DIPPED GALVANIZED NUT WITH WASHER ANCHOR RODS WITH GALVANIZED HARDWARE DTE DOS CANOPY ANCHOR ROD Y Scae. 3" - 1' 0" 4' - 6" (1372MM) 7' - 8" (2337MM) 12' - 10 1/2" (3924MM) T_ 20" (1) CONDUIT, ROUTE TO \ MIN. CLR. AREA ELECTRICAL PANEL _ CONCRETE FOOTING MENU j BOARD LO v I rn CV I M DIGITAL ORDER SCREEN WITH SPEAKER - CONCRETE FOOTING LO U EDGE OF CONCRETE CURB o CONDUIT TO DOS POST DETECTOR LOOP EDGE CENTERED ON DOS POST 2" (51 MM) BELOW FINAL GRADE IN CONDUIT OR SAWCUT. VERIFY NO METAL IN SLAB WITHIN 36" (915MM) OF LOOP. DTE - 5 PANEL 209 DT MENU BOARD, DIGITAL ORDER SCREEN Scale: 1/2" = V-0" SIGNAGE UNDER SEPARATE PERMITS, FOR REFERENCE ONLY. N 04 T T O U ''r^ V+ Z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WITHOUTTHE 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �VALTH OF O C) MELANEE B. SO U � r v- 9R�'HaTEGh Q Y ii T T Q C\I ^ Y > z a_J LU z > C7 LU LU LU �O z LL 0 a pCH p OJ U LO ULL IY LU O IMr— W LU O T a Ir a- T Er a- CD ,- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: ARCHITECTURAL SITE DETAILS SCALE: AS SHOWN SHEET NUMBER: A005 BOLLARD IL ro CONCRETE INFILL FULL LENGTH OF — _ -- -- DRIVE THRU LANE CONCRETE CURB PLAN 5 2M DRIVE THRU WINDOW o AND SHELF PER PLAN o� DETECTOR LOOP EDGE I r at, CENTERED ON SPEAKER POST 2" (50MM) BELOW FINAL GRADE IN CONDUIT CENTERLINE OR SAWCUT. ROUTE (1) OFDRIVE THRU CONDUIT TO DRIVE THRU WINDOW f ELEVATION DRIVE THRU WINDOW NO -BUMP Scale: 1 /4" = V-0" 5'- 6" (1676MM) POS AND TERMINATE NEAR TIMER SIGNAL PROCESSOR (TSP). VERIFY THAT NO METAL IN SLAB WITHIN 36" (915MM) OF LOOP. DT WINDOW AND SHELF PER PLAN INTERIOR FINISH GRADE m EXTERIOR FINISH GRADE m C 0 0 (V 2 LO g co o o N EQ EQ 01 5'- 0" (1524MM) DTE - WAYFINDING GRAPHIC ARROW - EXIT Scale: 1 /2" = V-0" r EQ 01 EQ 2'-3" X 2'-3" (686MM) (686MM) N I I I PAFQS LIST 1. Prefab (folded) loop.1 5 feet wide by 5 feet long 1 ea 2. CotpIIngfa 12Inch PVC Wbmg 1 ea 3 90 de nee SibcYr for 112 inch PVC tubing lea 4. tit 2 inch PVC Wbing, 2 feel long 1 ea 5. 12 inch PVC Wbing, 3feet long 1 as PROCEDLRE 1. Check the contains of this package against the pans list If any item is missing, contact you HME sales representative 2. Measure the distance Rom the cub tothe ounetof the condultthat comesfrom the uulldinnpp to the speaker post or menu board. If the distance is greater than two feet, substitute a longer 12 inch PUC condu[(not provided) In place of the 3 foot loop extension. a Assemble the loop as follows: • Flatten the loop f11 (folded for shippirg) and apply PVC adheske (nut provided) around the ends of the PVC and aroun t e inside edge W the PVC coupmg where they will fnlogether (2). Fathe pipe secure into the coupling9s. Laythelwpflalinthe rive4trulane, and positionitasita inthe Illusti aionthe back dthispzge. Elevatethe to opp on supports that are anchored to the ground. as shown onthe side -view hiusoetlon on the back oflris page. Level tha loop so it wll be 2Inches class from the paved sufacewhentheconaeteis�foured. Secure the loop to the supports with wire, sothe loop willnotiloa[when the concrete is poure . • Detenme itthe enclosed 3 foot PUC loop extenslon reaches from the loop to the outlets of the conduit cowlr�q from the building to [he speaker post I(itdoes, proceed to lh0 nenparagraph It rid, sWslihl-ea bnger piece of 12 inch PVC(rKK included). Measueandcutittto reachfromthe loop to the pole where it must mlitthe ground Into the speaker post • Pull the loop wires trrouah the sleeve couolna (3) and the PVC loop extension f41. Apply PVC adhestife vehkle 1 �"..."�1.1u. e� , e..r,ury ".e"�,r�a •" c 'pr-10— 11c side the glued end of the loopexteraion into the other end of the sleeve coupling. ca�uirtmm rn '' '°0p e. " Inaia"s= • Pull the loop wires through the elbow calling p) and the remamirq 2foot piece of PVC ). FuI PJC adhupre around the end or the 2 foot PVC and the Inside edges of the elbow co�tppIrag� Slide the tivo _4 ends Into the cb In positioning the 2 foot pieced PVC so It olrvs upward, outoftha ground. Be U certain the 2 foot PU is next to and parallel to the outlets from the conduit coming from the building. aaand - La°p Speaker F s1 INT LITC I RON10, INC 14110 SYmvit PomaY, CA 92064 USA Phone: 1-M B484468 Fax: 858) 552-0172 REFER TO LANDLORD WORK AS THIS DETAIL APPEARS IN THE SHELL SET AND APPLY AT 2 LOCATIONS; DIGITAL ORDER SCREEN AND DRIVE THRU M BUMPOUT N C\I M 9 VEHICLE DETECTOR LOOP SCHEMATIC CD scale: 1" = 1'-0" T N T 0 N + tL tL AEI SINGLE PANEL DRIVE-THRU WINDOW ASSEMBLY PER PLAN ATTACH SHELF TO BUILDING EXTERIOR FLUSH TO TOP OF ROUGH OPENING, CENTERED ON WINDOW. ONLY IF IS SPECIFIED EXISTING OR NEW EXTERIOR WALL SYSTEM 12" (300MM) MINIMUM ----- ------------------- 14" (355MM) MAXIMUM DRIVE THRU WINDOW Scale: 1 /2" = V-0" 5' - 0" (1524MM) EQ EQ 2'-3" 2'-3" 01 (868MM) (868MM) 2 to C co C. ADD SHELF r""" IS SPECIFIE1 v�M Al In"r DRIVE THRU SHELF scale: 1 1/2" = 1'-0" OPTIONAL SEAM (TYP.) STAINLESS STEEL ANGLE TO CAP INTERIOR WALL. HEM BOTTOM EDGE STAINLESS STEEL SHELF 3'- 0" (915MM) N11 EQ EQ N AIR CURTAIN AND HEATER SIDE FILTERS (INCLUDED) DRIVE THRU WINDOW (TYPICAL BY LANDLORD) STAINLESS STEEL SHELF DRIVE THRU WINDOW scale: 1 /2" = V-0" DTE -WAYFINDING GRAPHIC ARROW -SINGLE DTE -WAYFINDING GRAPHIC ARROW -DOUBLE scale: 1 /2" = V-0" � score: 1 /2" = 1'-0" *Area free of rebar, wire screen. remR rculg bars. electrical cable or metal object% Figure 1. Loop area preparation Lead wire NOTE: All saw cute are 1/: wide. slot Twisted wire ends r12-18' (inside building) 18' STORE g5•angle cuts i a at each comer NOTE: If the 45° angle cuts are U not made, a 0/4" hole must be drilled at each corner. Saw -Cut Loop Parameters PAVEMENT SURFACE Loop Sealant Foam Tubing 1'/z-2'/a" Loop Wires slot 'A" Saw slot Saw -Cut Loop Side View 5" 1�m) C- I, CD 0 SITE -SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER FINISH GRADE E I I I I TI 1 I I 1- CONCRETE I 1 I 1 FOOTING I 1 I I I I I I I I I I DTE - NON -ILLUMINATED BOLLARD Scale: 3/4" = V-0" K- I I' 1 1� I la _I E Zip - r. i f'I I°- J I :I I...I o -III a,:.-,.,. °C w o� > w w0 rn tr I CD o TI-1 to a I- 9:.'% - 6" (150mm) STEEL PIPE FILLED WITH CONCRETE EXPANSION JOINT (SEAL) PAVING OR CONCRETE SLAB CONCRETE FOOTING (SEE STRUCTURAL) SITE -SPECIFIC FOOTING ENGINEERING REQUIRED BY LICENSED ENGINEER 10 SITE - GENERAL BOLLARD DETAIL scale: 3/4" = 1'-0" STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION Q021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �LTHapGr? .. Z O C V 97 U WB. Q V+ Y T O /r \0- /T� LI cc aJ LL z d J LLU (6 Z > W LUo LU z LL a p O ULO U �� w O W wLf)Q O T 00 = r Y STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: ARCHITECTURAL SITE DETAILS SCALE: AS SHOWN SHEET NUMBER: A006 r WA 7 M N N O N N T REFER TO STRUCTURAL DRAWINGS FOR FOOTING SIZE 1 A021 A020 3 20' - 8" 6" DIAMETER PAINTED STEEL PIPE, GROUTED SOLID. TYP. 4. REFER TO STRUCTURAL DRAWINGS FOR F_ FOOTING SIZE. 1 I 1 3'-8" 1 4'-0" 4'-0" 4'-0" REINFORCED CONC. SLAB. 6" THICK PORTLAND CEMENT CONCRETE W/ 6X6 WELDED WIRE FABRIC OVER 4" AGGREGATE BASE COURSE CA-6 GRADE 8 OR 9 w a O w O O LL v A021 GATE SWING MIN. 115", MAX. 120° I PROVIDE SLEEVE TO ACCEPT I CANE BOLTS SET INTO CONCRETE SLABS I / 1 / 1 / / I / I / I I I � � I I i I � i 2 GATE SWING MIN. 115°, MAX. 120" 1. THE INTERIOR WALL SURFACES OF THE TRASH ENCLOSURE ARE TO BE SMOOTH, SEALED AND WASHABLE. APPLY ONE COAT EPDXY FILLER/SEALER AND ONE COAT GLOSS POLYURETHANE. 2. RUNNING BOND INTEGRAL CMU COLOR OR CMU PAINTED TO MATCH BUILDING. STRUCTURAL ENGINEER TO PROVIDE MASONRY SPECIFICATIONS. 0 J I TTT I I I I I I 6" STL. POST. FASTEN TO FOOTING BELOW (TYP.). REFER TO � STRUCTURAL DRAWINGS � A021 I � I � I � I I � I � I \� I � I � I � I � I � I I I 1 TRASH ENCLOSURE LAYOUT Scale: 1/2° = 11 0" 6" GALVANIZED STEEL TUBE: TOP SEAL AND PAINTED TO MATCH DOORS 771 LOCKING HASP, PAINTED TO 1/2" DIA. STEEL CARRIAGE MATCH GATE BOLTS TRACH ENCLOSURE - NORTH ELEV. soak: 1/2" = V-0" 1 A021 P9 6" DIAMETER PAINTED STI GROUTED SOLID. TYP. 2.1 STRUCTURAL DRAWING: FOOTING SIZE. 3 TRACHE 1oNCLOSURE - SOUTH PREFIN. METAL C" — CLEAT, DRIP EDG (BOTH SIDES) AT-1 PREFINISHED COR PERFORATED MET FASTEN TO FRAME ST-1 PAINTED STEEL GP STEEL ANGLES (4: MITERED CORNER: CORRUGATED STE WELDED TO FRAMI 6" DIA. PAINTED ST GROUTED SOLID. DIA. CONC. FOOTIN EMBED. PT-2 EXTERIOR FINISH SCHEDULE STUCCO: MANUF.: COLOR: ST-1 (BY GC) SW7016 - MINDFUL GARY PAINT: MANUF.: COLOR: PT-2 SHERWIN WILLIAMS SW7001 -MARSHMALLOW METAL: MANUF.: COLOR: PFM-1 FIRESTONE SW7069 - IRON ORE MATERIAL NOTES: 1. LOCAL AVAILABILITY & REQUIREMENTS GOVERN MATERIAL SELECTION. 2. STARBUCKS TO APPROVE ALL MATERIALS/FINISHES PRIOR TO ORDERING PREFIN. MET)' ri r4T, DRIP 1 H SIDES) nnrrui urrni nr�ninin un n�nir — J ENCLOSUREFOOTING. REFER ENCLOSURE FOOTING. REFER TO STRUCTURAL DRAWINGS FOR FOOTING SIZE. TO STRUCTURAL DRAWINGS FOR FOOTING SIZE. TRACH ENCLOSURE - WEST Scale: 1/2" = V-0" TRACH ENCLOSURE - EAST Scale: 1/2" = V-0" N IN N T \ N T Z _O I— U Cn Z U 1.� O STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 ;V,p.LTH OA O 0 MELANEE B. SO U � r v— 9R�'HaTEG'4 Q rr VT ii T Q C\I 0 Y > z 0- Uj z > 0n LU W LU �O z L L 0 Q pCH O OJ U LO ULL IY LU O W LU O Ln T a = a- r a- i-° U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: TRASH ENCLOSURE SCALE: AS SHOWN SHEET NUMBER: A020 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fC) MELANEE B. SO v IRC'HITV'r l LU a z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: U) w 0 0 Q U L1 O Ir a- e LU H O LL L0 TM W T 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SOOS Revision Schedule Rev Date By Description SHEET TITLE: TRASH ENCLOSURE DETAIL SCALE: AS SHOWN SHEET NUMBER: A021 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fC) MELANEE B. SO v IRC'HITV'r l LU a z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: U) LU 0 0 Q U L1 O Ir a- e LU H O L.L L0 TM W T 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SODS Revision Schedule Rev Date By Description SHEET TITLE: BUILDING FLOOR PLAN i SCALE: AS SHOWN i SHEET NUMBER: A101 N U 00 77 CV M N N O N N T GENERAL NOTES 53' - 6 1/4" T - 4" 50' -8" A. ALL STUB -UP DIMENSIONS ARE RELATIVE TO FINISHED WALL LOCATIONS (SHOWN AS OUTLINES ON THIS PLAN). 48' -8. REFER TO FLOOR PLAN FOR WALL PLACEMENT. 46' - 10 1/4" B. FLOOR SINK: REFER TO CUT SHEETS FOR COMPONENT 42' - 11" SPECIFICATIONS AND CUTOUT REQUIREMENTS. 36' - 3" C. WASTE LINE PENETRATIONS: REFER TO PLUMBING 28' 8" PLANS FOR INDIVIDUAL LINE LOCATIONS. 00 21 27' - 3 1/4" D. STUB -UP PENETRATIONS: REFER TO ELECTRICAL AND 20 PLUMBING PLANS FOR INDIVIDUAL STUB -UP LOCATIONS. 24' - 7" 19 00 17' 8 1/4" E. TOILET FLOOR PENETRATION: REFER TO CUT SHEETS 18 11 I FOR STUB -UP LOCATION RELATIVE TO FINISHED WALL. 10'- 5 1/2" 15 F. PENETRATION TO BE LOCATED ON CENTERLINE OF 17 IIII WALL OR AS REQUIRED PER CONDITIONS. m 16 G. TRENCHING OUTLINE FOR GUIDELINE USE ONLY. GENERAL CONTRACTOR TO COORDINATE WITH SPECIFIC TRADES AND SITE CONDITIONS TO DETERMINE 9 ACTUALLAYOUT. 1 ■ ® ■ ® 4 H. REFER TO SHEET 1101 FOR FLOOR FINISHES. I I I I v ,n 10 Q MECHANICAL N N N 17 ROOM in m M m 0 N o v TYP. C? Lo 1 III Co A103 WORKROOM I P 1059kt ------ T ---r-- ---'i----I I --�-Zp 28 P 107 6 1 2 1 2O P 10294 P 10294 O A103 11 P 102 - - - - - - RESTROOM RESTROOM 2 7 N - - - - 0 ■ ■ - - - - A103 ■ 22 A103 26 31 27 O is 23 IIII BACKBAR TyP" `�� 13 l 1 24 2 O P 10794 IIII P 10294 Ll IIII 6 - 7 A103 5 23 A103 A103 P 10294 25 P 21669 - - - - - P 10726 294 - - P 10294 I 6 O III P 10726 - - - - 22 P 10294 rn M - - - P 10726 N (\ P 10294 ° 0 6 - -- O ■ A103co ■ ■ -- - - N W - �- cm NCq A103 A103 w m v TYP. N OD - - I - P 10294zo 25 = o - P 10726 v io O ih r N 00 31/4" WORKROOM ■ ■ ■ ■ ■ 1 2 1 NJ 4'- 8 1/4" 7' - 10 1 /4" 7' - 10 1/4" 12' - 5 1 /4" 14' - 8 3/4" 15' - 0 3/4" 1ST FLOOR - FLOOR PENETRATION PLAN Scale: 1/4" = V-0" 0 1/2" 8'- 0 1/2" KEYED NOTES C# 1. CONTROL POINT FOR DIMENSIONS LOCATED AT CORNER OF WHERE EXISTING WALLS MEET. 2. INSTALL NEW FLOOR SINK AS INDICATED 3. LEGRAND WIREMOLD OMNIBOX SERIES FLOOR BOX. POWER FOR COMMUNITY TABLE. 4. ELECTRICAL PANELS. 5. WASTE PIPE FOR LAVATORY. SEE PLUMBING PLANS. CENTER PIPE IN WALL. VIF. 6. WASTE PIPE FOR HAND SINK. SEE PLUMBING PLANS. CENTER PIPE IN WALL. VIF 7. PENETRATION FOR TOILET. SEE MANUF. INSTRUCTION AND CUT SHEETS. MAINTAIN REQUIRED CLEARANCES PER CODES. VIF. 8. ELECTRICAL, DATA, AND PHONE STUB UPS FOR MANAGERS DESK LOCATED WITHIN WALL. TO BE VERIFIED IN FIELD BY LL STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 9. CONDUIT FOR DATA EQUIPMENT RACK. ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS 10. VERIFY OVERALL DIMENSIONS. REPORT CORPORATION, WHICH IS THE OWNER OF THE DISCREPANCIES TO SB CONSTRUCTION MANAGER. N COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED 11. PENETRATION FOR MOP SINK WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS 12. 1"CONDUIT -DETECTOR LOOP EDGE PROJECT WITHOUT THE PRIOR WRITTEN CENTERED ON WINDOW 2" (50MM) BELOW FINAL CONSENT OF STARBUCKS CORPORATION. GRADE. ROUTE (1) CONDUIT TO DT POS AND THESE DRAWINGS AND SPECIFICATIONS ARE TERMINATE NEAR TIMER SIGNAL PROCESSOR (TSP). INTENDED TO EXPRESS DESIGN INTENT FOR A EXTEND FROM BUILDING TO EDGE OF CURB FOR PROTOTYPICAL STARBUCKS STORE (WHICH IS DETECTOR LOOP. VEHICLE DETECTOR LOOP: SUBJECT TO CHANGE AT ANYTIME) AND DO NOT EMBED IN 1/4" SAW SLOT 2" DEEP. REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR 13. AUDIONIDEO FOR SPEAKER POST AND DETECTOR LIABILITY TO THE OTHER (EXCEPT STATED LOOP. WIRING TO BE RUN THROUGH 1" CONDUIT ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY UNDERGROUND TO DT POS. CONDUIT FROM DT EXECUTED BY BOTH PARTIES. BUMP TO ORDER POINT CANNOT EXCEED 300 FEET STARBUCKS TEMPLATE VERSION Q021-01-22 14. DATA FOR DOS AND DT DETECTOR LOOP. RUN 1" CONDUIT UNDERGROUND TO DT POS. CONDUIT FROM DT BUMP TO ORDER POINT CANNOT EXCEED 300 FEET. 15. SPARE 1" CONDUIT STUB UP IN BOH NEAR MANAGERS WORKS STATION - FOR FUTURE VIDEO N AT DOS. N G 16. SPARE 1" CONDUIT STUB UP IN BOH NEAR MANAGERS WORK STATION - FOR FUTURE AUDIO AT N ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 SPEAKER POST. 17. POWER FOR DRIVE THROUGH SIGNAGE. 5 PANEL MENU BOARD. 1" CONDUIT TO BE RUN UNDERGROUND FOR ISOLATED 120 V CIRCUIT CONNECT TO TIME CLOCK. 18. POWER FOR DT DOS. 1" CONDUIT TO BE RUN UNDERGROUND FOR ISOLATED 120V CIRCUIT. \ rom \ N r 19. POWER FOR SITE MONUMENT SIGNAGE, AND IRRIGATION REQUIRED). (IF Z 20. POWER FOR SITE LIGHTING AS NEEDED. 21. 1" CONDUIT TO CLEARANCE BAR. O�NMB. 22. 1" DATA CONDUITS.23. 1"CONDUITS TO PANEL BOARDS.Q 24. 1" CONDUIT FROM DT POS TO BOH NETWORK RACK TO RUN OVERHEAD. 25. RECESSED WALK -OFF MAT. Y 26. FLOOR SINK FOR WORK SINK. O Q N 27. WATER SERVICE POINT OF ENTRY. REFER TO CIVIL U D_ Q DRAWINGS FOR EXACT LOCATION. Y > 28. 4" SANITARY SEWER LINE POINT OF ENTRY. REFER M OC W LLJ TO CIVIL DRAWINGS. O 7 Q J 29. HOSE BIB LOCATION. 11 w J 30. GREASE INTERCEPTOR SANITARY SEWER SERVICE. c6 z U) REFER TO CIVIL DRAWINGS FOR EXACT LOCATION. W LU 31. ELECTRICAL METER AND ELECTRICAL CABINET. � O 0Q 32. ELECTRICAL CABINET. z Q O O 33. CONVENIENCE OUTLET. U L11 LO T U LL LL Lf) IY Q 34. GREASE INTERCEPTOR. � O CO � O 00_ LEGEND a- T a- T U EXISTING WALL DATUM POINT ■ FLOOR DRAIN STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Q FLOOR CLEAN -OUT Revision Schedule ®® FLOOR SINK Rev Date By Description E _ a _ 3 - ELECTRICAL PENETRATION PLUMBING PENETRATION ® FLOOR ELECTRICAL OUTLET 0 a' a' Scale. 1/a" = 1'-0. PLAN TRUE NORTH NORT SHEET TITLE: BUILDING FLOOR PENETRATION PLAN SCALE: AS SHOWN SHEET NUMBER: A102 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fC) MELANEE B. SO v IRC'HITV'r l LU a z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: U) w 0 0 Q U L1 O Ir a- e LU H O LL L0 00 Ty� T 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SODS Revision Schedule Rev Date By Description SHEET TITLE: FLOOR PENETRATION DETAILS SCALE: AS SHOWN SHEET NUMBER: A103 1W N (Al i WA N N M N N 0 N N T Y _V Y _J r L _ _V L. 1 L _} -L -j_I 1 L. _ 1ST FLOOR - BUILDING ROOF PLAN Scale: 1/4" = V-0" GENERAL NOTES A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. B. IN FREEZE THAW CLIMATES ONLY: INSTALL SELF-REGULATING HEAT TAPE IN ALL DOWNSPOUTS. SEE ELECTRICAL FOR FURTHER INFORMATION. C. ROOF TOP PLUMBING VENTS ARE NOT SHOWN FOR CLARITY. REFER TO PLUMBING DRAWINGS FOR VTR LOCATIONS AND FURTHER INFORMATION. KEYED NOTES 1. EXISTING TO REMAIN (ETR). 2. SCUPPER TO MATCH EXISTING. 3. PREFINISHED STANDING SEAM ROOF TO BE REPAIRED AS NEEDED. 4. ICE MACHINE CONDENSER UNIT. 5. INSULATED ROOF CURB FOR REFRIGERANT LINES 6. GRAVITY VENTILATOR. N N N Cfl - T - N T STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 Op Zpp O o��4,p.LTH H 01 U nr- T Y T O /r CAI \�� p aJ L z 11 J LU �>/ (n Z V ) W LU LU �O 0 pCH z LL a 00 ULO U �rr LUT LLI Lf)a 0 I Er U I 2' 4' 1 N / ^ , ���/_/�� Scale: 1/4" = 1' 0" PLAN TRUE NORTH NORT STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: BUILDING ROOF PLAN I SCALE: AS SHOWN SHEET NUMBER: A104 N CO W :1 L0 N M N N O N T N T EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS SIGNAGE - DRIVE THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED ARROW SERIES - 461N 1170MM SB SB 22544 1 SIGN - DT CLEARANCE BAR SQUARE FRAME FREESTANDING - BLACK AND DARK GREEN SB SB SIGNAGE - WORDMARK 18494 2 SIGN - WORDMARK STARBUCKS FLUSH MOUNTED - 121N 305MM SB SB WHITE LETTERS IF 1w NORTH ELEVATION Scale: 1/4" = V-0" 4 r Y Lv '7 r/ \ I PAINT SCHEDULE - "PT" Material: Material Finish FURN. INST. Code DESCRIPTION LRV BY BY COMMENTS SW 7001 SW7001 MARSHMALLOW, OR EQUIVALENT 82 GC GC SW USE PRIMER CP-1; NCS - S 2002-Y; AKZO NOBEL - 50YY 47/053 SW 7016 SW7016 MINDFUL GRAY, OR EQUIVALENT 48 GC GC SW USE PRIMER CP-1; NCS - S 2002-Y; AKZO NOBEL - 50YY 47/053 SW7024 SW7024 FUNCTIONAL GRAY, OR EQUIVALENT 37 GC GC SW USE PRIMER CP-1; NCS - S 2002-Y; AKZO NOBEL - 50W 47/053 �J 1st Floor 0" GENERAL 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. 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 AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. KEYED NOTES EXISTING TO SLATE ROOFING TO REMAIN AS IS. STORE ADDRESS. PROVIDE 3" (76MM) HIGH BLACK ACRYLIC STORE ADDRESS ON GLAZING ABOVE MAIN ENTRY DOORS. OR PER LOCAL JURISDICTIONAL CODE REQUIREMENTS. 3. PROVIDE J-BOX FOR BUILDING SIGNAGE. COORDINATE LOCATION WITH SIGNAGE VENDOR SHOP DRAWINGS. 4. PROVIDE SIGNAGE DISCONNECT ON INSIDE FACE OF - WALL. 5. 3/4" MARINE GRADE PLYWOOD BLOCKING FOR EXTERIOR SIGNAGE. EXTEND BLOCKING 8" (205MM) MIN. BEYOND EDGE OF SIGNAGE. NOT USED. NOT USED. NOT USED. EXISTING METAL GUTTER TO BE PAINTED AS SCHEDULE. 10. EXISTING E.I.F.S TRIM TO BE PAINTED AS SCHEDULE. 11. EXISTING METAL DOWNSPOUT TO BE PAINTED AS SCHEDULE. 12. EXISTING STRUCTURAL COLUMN TO BE PAINED AS SCHEDULE. 13. NEW DT WINDOW. PROVIDE READY ACCESS DT SERVICE WINDOW. WINDOW AND AIR CURTAIN FINISH TO MATCH EXISTING STOREFRONT. 14. EXISTING WALL TO BE PAINTED AS SCHEDULE. 15. EXISTING WINDOW SURROUND TO BE PAINTED AS SCHEDULE 16. EXISTING DOOR SURROUND TO BE PAINTED AS SCHEDULE. 17. NEW BUILDING SIGNAGE. 18. NEW EXTERIOR SCONCE LIGHTING. 19. NEW WALL CAP TO BE PAINTED AS SCHEDULE. 20. EXISTING PREFINISHED STANDING SEAM ROOFING TO REMAIN AND TO BE REPAIRED AS NEEDED. 21. EXISTING GUARD RAIL TO BE PAINTED AS SCHEDULE. 22. EXISTING BALUSTER TO BE PAINTED AS SCHEDULE. 23. EXISTING DECORATIVE DOOR HEAD TRIM TO BE PAINTED AS SCHEDULE. 24. NEW DOOR TO MATCH EXISTING STORE FRONT FINISH. 25. EXISTING E.I.F.S QUOINS TO BE PAINTED AS SCHEDULE. 26. INFILL WALL AS NEEDED TO MATCH ADJACENT CONSTRUCTION. 27. MOT USED. 28. NEW WALL TO BE PAINTED AS SCHEDULE. 29. NEW STRUCTURAL COLUMN TO BE PAINED AS SCHEDULE. 30. NEW E.I.F.S TRIM TO MATCH EXISTING PROFILE AND TO BE PAINTED AS SCHEDULE. 31. NEW GUTTER TO MATCH EXISTING AND TO BE PAINTED AS SCHEDULE. 32. NEW METAL GUARD RAIL. 33. PAINT TRIM TO MATCH ROOF. N N N T N T Z _O F_ U V+ Z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA 0 CMELANEE B. SO U � r v— '�RcftaTEGS Q ii Y T T Q C\I ^ Y > z a_J I— Cn LU Z �>/ V ) LU W LU �O z L L 0 Q pCH O OJ U LO ULL IY LU 3 /T�\ OC) LU __30 O Ln T a = Ir a- r Er a- OD 1— U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: BUILDING EXTERIOR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: A201 EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS SIGNAGE - DRIVE THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED ARROW SERIES - 461N 1170MM SB SB 22544 1 SIGN - DT CLEARANCE BAR SQUARE FRAME FREESTANDING - BLACK AND DARK GREEN SB SB SIGNAGE - WORDMARK 18494 2 SIGN - WORDMARK STARBUCKS FLUSH MOUNTED - 121N 305MM SB SB WHITE LETTERS Nk WA 31 n 77 CM M N N O N T N T OSW7001 10 SW7001 TYP. 11 lswmj 25 SW7001 SW7016 SOUTH ELEVATION scale: 1 /4" = V-0" scare: 1/4" = 1'-0" 14 21 21 TYP. SW7001 SW7001 SW7001 0Mmlimmii It-1 2072�J s� W7016 sw7ool s� W70o1 sw� 7016 s� W7001 18 I SW7001 14 15 25 14 12 PAINT SCHEDULE - "PT" Material: Material Finish FURN. INST. Code DESCRIPTION LRV BY BY COMMENTS SW7001 SW7001 MARSHMALLOW, OR EQUIVALENT 82 GC GC SW USE PRIMER CP-1; NCS - S 2002-Y; AKZO NOBEL - 50YY 47/053 SW7016 SW7016 MINDFUL GRAY, OR EQUIVALENT 48 GC GC SW USE PRIMER CP-1; NCS - S 2002-Y; AKZO NOBEL - 50YY 47/053 SW7024 SW7024 FUNCTIONAL GRAY, OR EQUIVALENT 37 GC GC SW USE PRIMER CP-1; NCS - S 2002-Y; AKZO NOBEL - 50YY 47/053 I 5 17 � 10 18494 S W 7001 SW7001 I I SW7001 I I SW7001 ID1104491221 SW7016 SW7001 SW7016 W7016 SW7016 14 25 14 I SW7001 C1 SW7001 SW7001 SW7001 10 TYP. � SW7001 1111 1291 SW7001 Interior 1st Floor SW7001 -- SW7001 SW7016 GENERAL 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. 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 AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE STARBUCKS DESIGNER FOR APPROVAL. SW7O 001 E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. KEYED NOTES , SW7001 10 1. EXISTING TO SLATE ROOFING TO REMAIN AS IS. 2. NOT USED. 3. PROVIDE J-BOX FOR BUILDING SIGNAGE. COORDINATE LOCATION WITH SIGNAGE VENDOR SHOP DRAWINGS. 4. PROVIDE SIGNAGE DISCONNECT ON INSIDE FACE OF WALL. 5. 3/4" MARINE GRADE PLYWOOD BLOCKING FOR EXTERIOR SIGNAGE. EXTEND BLOCKING 8" (205MM) MIN. BEYOND EDGE OF SIGNAGE. 6. EXISTING ELECTRICAL CABINET 7. EXISTING ELECTRICAL METER. 8. NEW SERVICE DOOR. 9. EXISTING METAL GUTTER TO BE PAINTED AS SCHEDULE. 10. EXISTING E.I.F.S TRIM TO BE PAINTED AS SCHEDULE. 11. EXISTING METAL DOWNSPOUT TO BE PAINTED AS SCHEDULE. 12. EXISTING STRUCTURAL COLUMN TO BE PAINED AS SCHEDULE. 13. NOT USED. 14. EXISTING WALL TO BE PAINTED AS SCHEDULE. 15. EXISTING WINDOW SURROUND TO BE PAINTED AS SCHEDULE 16. EXISTING DOOR SURROUND TO BE PAINTED AS SCHEDULE. 17. NEW BUILDING SIGNAGE. 18. NEW EXTERIOR SCONCE LIGHTING. 19. NEW WALL CAP TO BE PAINTED AS SCHEDULE. 20. EXISTING PREFINISHED STANDING SEAM ROOFING TO REMAIN AND TO BE REPAIRED AS NEEDED. 21. EXISTING GUARD RAIL TO BE PAINTED AS SCHEDULE. 22. EXISTING BALUSTER TO BE PAINTED AS SCHEDULE. 23. EXISTING DECORATIVE DOOR HEAD TRIM TO BE PAINTED AS SCHEDULE. 24. NEW DOOR TO MATCH EXISTING STORE FRONT FINISH. 25. EXISTING E.I.F.S QUOINS TO BE PAINTED AS SCHEDULE. 26. INFILL WALL AS NEEDED TO MATCH ADJACENT CONSTRUCTION. 27. NEW LOCKABLE HOSE BIB. SEE PLUMBING DRAWINGS. 28. NEW WALL TO BE PAINTED AS SCHEDULE. 29. NEW STRUCTURAL COLUMN TO BE PAINED AS SCHEDULE. 30. NEW E.I.F.S TRIM TO MATCH EXISTING PROFILE AND TO BE PAINTED AS SCHEDULE. 31. NEW GUTTER TO MATCH EXISTING AND TO BE PAINTED AS SCHEDULE. 32. NEW METAL GUARD RAIL. 33. PAINT TRIM TO MATCH ROOF. 34. MECHANICAL LOUVER. REFER TO MECHANICAL DRAWINGS. 35. INFILL WALL TO MATCH EXISTING CONSTRUCTION. N O N T T Z _O F_ U V+ Z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O CMELANEE B. SO U � r v- '�RcftaTEGS Q rr ii Y T T Q C\I ^ Y > z a_J I- C6 LU z �>/ V) LU W LU �O z L L 0 Q pCH O OJ ULID U �rr LU 3 /TMC\ W LU __3O O Ln Tr� a D_ a- r ErQJ a- 1- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: BUILDING EXTERIOR ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: A202 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 LU a z U L1 3 O Ir a- ARCHITECT OF RECORD P%%j AQOOSOCIATES Soos & Associates, Inc. 0 rr V z O LL LO Ir- 00 T 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 ��p LTH OF p MELANiE B. SOS U STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: U) LU 0 0 Q U L1 O Ir a- e LU H O LL L0 00 Ty� T 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SODS Revision Schedule Rev Date By Description SHEET TITLE: BUILDING SECTIONS i SCALE: AS SHOWN i SHEET NUMBER: A301 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD P%%j AQOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fC) MELANEE B. SO v IRC'HITV'r l LU a z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: U) w 0 0 Q U L1 O Ir a- e LU H O LL L0 TM W T 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SODS Revision Schedule Rev Date By Description SHEET TITLE: BUILDING DETAILS i SCALE: AS SHOWN i SHEET NUMBER: A501 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fC) MELANEE B. SO v IRC'HITV'r l LU a z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: U) w 0 0 Q U L1 O Ir a- e LU H O L.L L0 TM W T 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SOOS Revision Schedule Rev Date By Description SHEET TITLE: WINDOW AND DOOR SCHEDULES & DETAILS SCALE: AS SHOWN SHEET NUMBER: A602 WA LO M M N N O N N T E 11083 E 11083 E 10110 1ST FLOOR - FURNITURE, FIXTURES, AND EQUIPMENT PLAN scale: 1 /4" = V-0" GENERAL NOTES A. GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FOR LIST OF APPROVED START UP CONTRACTORS, CONTACT PROJECT CONSTRUCTION REPRESENTATIVE. B. THE SITE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. C. ALL FOOD STORAGE SHALL BE 6" (150mm) A.F.F. D. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETS) SHALL BE SEALED. E. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT. F. ALL EQUIPMENT AND CABINETRY WILL BE FLUSH MOUNTED TO COUNTERS, WALLS OR FLOORS, OR BE RAISED TO ALLOW FOR CLEANING. G. CONFIRM ALL NECESSARY EQUIPMENT CLEARANCES PER PRODUCT CUT SHEET (E.G. ICE MACHINE). H. FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO CASEWORK ELECTRICAL DETAILS. I. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. J. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE. K. EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER, AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. L. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO THE ELECTRICAL DESIGN PLAN. M. SEE ELEVATIONS FOR DISTRIBUTION OF CUP DISPENSERS. N. PROVIDE FIRE EXTINGUISHERS AS NOTED ON THE APPROVED PLANS FROM THE LOCAL JURISDICTION. KEYED NOTES C# 1. INSTALL EXTERIOR FURNITURE THROUGHOUT AS SHOWN. 2. INSTALL CAFE FURNITURE THROUGHOUT AS SHOWN. 3. CONDIMENT CART. SEE INTERIOR FINISH ELEVATIONS. 4. PLACE MERCHANDISE PER LAYOUT. 5. DO NOT BLOCK FOOD CASE INTAKE/EXHAUST. 6. SAFE LOCATED AT POS CABINET. SEE ELECTRICAL FOR ADDITIONAL INFORMATION. 7. HAND SINK W/ INTEGRAL SPLASH GUARD. 8. INSTALL CORNER GUARD AS INDICATED. SEE INTERIOR FINISH ELEVATIONS. 9. LOCATION OF SWITCH GEAR AND THERMOSTAT CONTROLS. 10. LOCATION OF FIRE EXTINGUISHER. 11. SECURE LOCKERS TO WALL. 12. VENDOR TO INSTALL WATER FILTRATION SYSTEM PER MANUFACTURER'S REQUIREMENTS. G.C. TO PROVIDE PLUMBING AND ELECTRICAL REQUIREMENTS. 13. FLOOR MOUNTED ELECTRICAL WATER HEATER LOCATED ABOVE. SEE PLUMBING DRAWINGS. 14. G.C. TO REVERSE HINGE ON U.C. REFRIGERATOR TO LEFT HAND SWING AS SHOWN. 15. MANAGERS DESK. SEE MANAGER'S DESK/EQUIPMENT RACK ELECTRICAL DETAIL FOR ADDITIONAL INFORMATION. 16. AIR HANDLER UNIT. 17. ELECTRICAL PANELS. 18. AIR CONDITIONING UNIT. 0 2' 4' 8' N �Immm� Scale: 1/4" = 1' 0" PLAN NORTH N N 0 N (D T N T Z O F_ U V+ Z U cc O STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O I)MFr.ANE B. SO U � r v— '�RcftaTEGS Q rr ii Y T T Q C\I ^ Y > z a_J LU z > 0n LU W LU � z O L L 0 Q O OJ ULO U �rr LU O W LU O Ln T a = Ir a- r Er a- 00 1— U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: FF & E PLAN SCALE: AS SHOWN SHEET NUMBER: 1101 WA 7 n M M N N 0 N N T 1ST FLOOR - ENLARGED FURNITUR Scale: 1/2" = V-0" FIXTURES, AND EQUIPMENT PLAN O GENERAL NOTES A. GENERAL CONTRACTOR TO SCHEDULE WITH LOCAL REFRIGERATION CONTRACTOR TO CONDUCT INITIAL FOOD CASE START-UP AND TESTING. FOR LIST OF APPROVED START UP CONTRACTORS, CONTACT PROJECT CONSTRUCTION REPRESENTATIVE. B. THE SITE IS SERVED BY THE MUNICIPAL WATER AND SEWER SYSTEM UNLESS OTHERWISE NOTED. C. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND PREP. AREAS SHALL HAVE A 6" COVED BASE. D. ALL FOOD STORAGE SHALL BE 6" (150mm) A.F.F. E. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETS) SHALL BE SEALED. F. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREP. AREAS SHALL BE SMOOTH, NON -TOXIC, NON - ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE AND SEMI -GLOSS OR HIGH -GLOSS FINISH. G. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQUIVALENT. H. ALL EQUIPMENT AND CABINETRY WILL BE FLUSH MOUNTED TO COUNTERS, WALLS OR FLOORS, OR BE RAISED TO ALLOW FOR CLEANING. I. CONFIRM ALL NECESSARY CLEARANCES PER PRODUCT CUT SHEET REQUIREMENTS FOR ALL EQUIPMENT (E.G. ICE MACHINE). J. FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO CASEWORK ELECTRICAL DETAILS. K. EQUIPMENT UNITS SHALL CONTAIN NO EXPOSED THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE AS PLACES FOR ACCUMULATION OF DUST, DIRT AND DEBRIS. L. WARMING OVEN(S) SHOWN FOR PERMITTING PURPOSES. INSTALLATION AT STORE OPENING TO BE VERIFIED BY STARBUCKS CONSTRUCTION REPRESENTATIVE. M. EACH HAND WASHING SINK WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER, AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. N. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO THE ELECTRICAL DESIGN PLAN. O. SEE ELEVATIONS FOR DISTRIBUTION OF CUP DISPENSERS. P. GENERAL CONTRACTOR TO COORDINATE NEWSPAPER FIXTURE ORDERING. CONTACTTRIAD MANUFACTURING BY EMAIL (starbuckscs@triadmfg.com) OR BY PHONE (314-381-5280 X1111) TO ARRANGE SHIPMENT OF THE FIXTURE. ALLOW (5) DAY LEAD-TIME. KEYED NOTES O 1. DO NOT BLOCK FOOD CASE INTAKE/EXHAUST. 2. SAFE LOCATED AT POS CABINET. SEE ELECTRICAL FOR ADDITIONAL INFORMATION. 3. HAND SINK W/ INTEGRAL SPLASH GUARD. 4. G.C. TO REVERSE HINGE ON U.C. REFRIGERATOR TO LEFT HAND SWING AS SHOWN. 10855 E 10091 10855 E 10396 IEl133301 1358411 1IE110858 10791 H HE 110791 ENLARGED CUP CADDY PLAN Scale: 1" = V-0" 0 1. r 4' Scale: 1/2" = 1' 0" PLAN TRUE NORTH NORT N O N N T Z _O H U r Z U cc LL STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION Q021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH oA O CMELANEE B. SO v � r v— '�RcftaTEGS Q Y ii T Q C\I Y > z a_J 1— (6 LU z V) >/� LU LU W � z O LL 0 a p O U LO U IY LU O W LU O Ln T a = a- r a- 1—° U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: ENLARGED FF & E PLAN SCALE: AS SHOWN SHEET NUMBER: 1102 N rn WA rn M M N N O N N T n 1 ST FLOOR - CASEWORK PLAN_ scene: 1/4" = V-0" LEGEND INDICATES STAINLESS STEEL (SST) COUNTERTOP INDICATES SOLID SURFACE (SS) COUNTERTOP KEYED NOTES O 1. DO NOT CAULK TRASH RINGS TO COUNTERTOPS. 2. INSTALL CASEWORK, COUNTERTOPS, SHELVES, CUBBy, FINISHES, TRIM AND TABLE TOPS THROUGHOUT. REFERENCE FINISH SCHEDULE AND MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. ALL COUNTERTOPS UTILIZED FOR CUSTOMER TRANSACTIONS, INCLUDING BAR, CONDIMENT AND SALES COUNTERTOPS SHALL BE INSTALLED AT 2'-10" (860 MM) MAXIMUM A.F.F. 4. WALL FINISH BEHIND EXPOSED CABINETRY AND BELOW UNDERSIDE OF COUNTERTOP SUBSTRATE TO BE FRP. 5. CASEWORK VENDOR TO ENGINEER PROPER COUNTERTOP SUPPORT AT ESPRESSO BAR AND OTHER WORKSTATIONS PER STARBUCKS MINIMUM PERFORMANCE REQUIREMENTS. 6. PROVIDE ACCENT LIGHTING AT FRONT EDGE OF BAR. SEE INTERIOR ELEVATIONS AND ELECTRICAL FOR ADDITIONAL INFORMATION. 7. FLOOR DRAIN BELOW. CASEWORK MANUFACTURER TO COORDINATE DESIGN TO INSURE THIS AREA IS READILY ACCESSIBLE FOR CLEANING AND FREE OF COUNTERTOP SUPPORT. GENERAL NOTES A. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER IMMEDIATELY IF A DISCREPANCY EXISTS BETWEEN CASEWORK SHOP DRAWINGS, EXITING SITE CONDITIONS, ARCHITECTURAL DRAWINGS OR BUILT FIXTURES. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY GC PRIOR TO SHOP DRAWINGS PRODUCTION. B. STARBUCKS CONSTRUCTION MANAGER TO COORDINATE AND SCHEDULE CASEWORK DELIVERY DATE. GENERAL CONTRACTOR TO CONFIRM CASEWORK DELIVERY DATE WITH CASEWORK MANUFACTURER AT FOUR (4) WEEKS PRIOR AND THEN ONE (1) WEEK PRIOR TO SCHEDULED DATE OF DELIVERY. C. STARBUCKS CONTRACTS DIRECTLY WITH CASEWORK VENDOR TO SUPPLY CASEWORK LISTED IN THE CASEWORK SCHEDULE, UNLESS OTHERWISE NOTED. D. CASEWORK VENDOR TO PROVIDE COMPLETE SHOP DRAWINGS AND INSTALLATION PACKAGE TO GENERAL CONTRACTOR TO FACILITATE PROPER INSTALLATION. E. ALL CASEWORK BOX BASE / TOE KICKS SHALL BE SET AND LEVELED USING 1/4" (6 MM) NON -ABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORK VENDOR. F. SEE INTERIOR FINISH ELEVATIONS AND SCHEDULES FOR LOCATION AND TAGGING OF WALL TREATMENTS BY CV AND OTHERS. G. SEE REFLECTED CEILING PLAN FOR CASEWORK SOFFIT LOCATIONS. H. REFERENCE PLUMBING AND ELECTRICAL PLANS FOR PLACEMENT OF ELECTRICAL, DATA AND PLUMBING ON FRONT AND BACKLINE OF BAR. I. PROVIDE ACCENT LIGHTING AT FRONT EDGE OF BAR. SEE INTERIOR ELEVATIONS AND ELECTRICAL FOR ADDITIONAL INFORMATION. J. CASEWORK VENDOR TO ENGINEER PROPER COUNTERTOP SUPPORT AT ESPRESSO BAR AND OTHER WORKSTATIONS PER STARBUCKS MINIMUM PERFORMANCE REQUIREMENTS. CASEWORK FINISH SCHEDULE ENGINE ZONE MATERIAL DESCRIPTION FINISH CODE COMMENTS COMPOSITE - BLACK DIAMOND PAPERSTONE CABINETS- DT POS CUBBY COMPOSITE -BLACK DIAMOND PAPERSTONE CP0024 CABINETS - EXTERIOR COMPOSITE - BLACK DIAMOND PAPERSTONE CP0024 CABINETS - INTERIOR COMPOSITE - BLACK DIAMOND PAPERSTONE CP0024 COMPOSITE - BLACK WITH FLECKS COUNTERTOPS - BACKBAR COMPOSITE - BLACK WITH FLECKS CP0005 COUNTERTOPS- ESPRESSO COMPOSITE -BLACK WITH FLECKS CP0005 COUNTERTOPS - ESPRESSO SHROUD COMPOSITE - BLACK WITH FLECKS CP0005 COUNTERTOPS - FRONTBAR COMPOSITE - BLACK WITH FLECKS CP0005 METAL - FLAT BLACK POW DERCOAT FRAMING AND HARDWARE I METAL- FLAT BLACK POWDERCOAT MT0028 METAL - STAINLESS STEEL - BRUSHED CABINETS - CABINET LEG METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED 16GA CABINETS - UNDERCOUNTER ICE BIN METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED 16GA COUNTERTOPS - HAND SINK METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED 16GA FRAMING AND HARDWARE METAL - STAINLESS STEEL - BRUSHED #4 BRUSHED 16GA PLASTIC - WHITE HDPE CABINETS - INTERIOR PLASTIC - WHITE HDPE IPLOO43 WOOD - WHITE OAK - ROUNDED SLAT - VERTICAL FINISH PANELS- FRONTBAR WOOD -WHITE OAK- ROUNDED SLAT - VERTICAL WD0073 MAD200-V I 2' 4' 1 N / ^ , ���/_/�� Scale: 1/4" = 1' 0" PLAN TRUE NORTH NORT O F_ U V+ Z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 ��ALTH OF O CMELANEE B. SO U � r v- 9R�'HaTEGh Q ii Y T T Q C\I ^ Y > z aJ I— (n LU Z >/ V ) LU LD W � z O LL 0 a p O ULO U �rr LD O W LD O Ln TM Q Ir a- r Er a- W 1- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK PLAN I SCALE: AS SHOWN SHEET NUMBER: 1111 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 w z U w O tr (1 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. ri rr V a W z O LL LO TM W T 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 1;-1 TH OA ® MELANEE B. sa v STORE #: PROJECT #: IRC$ITV'r-' ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 0 Y w Z H O LL L0 T 00 71714 T T N N ¢ w J J > U) H 0 ¢ U 97033-001 12/16/2022 ROSS DOWING SODS Revision Schedule Rev Date By Description SHEET TITLE: ADAPTABLE CASEWORK BASE PLAN SCALE: AS SHOWN SHEET NUMBER: 1112.1 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fC) MELANEE B. SO v IRC'HITV'r l LU a z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: e U) w 0 0 Q U L1 O Ir a- 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SOOS Revision Schedule Rev Date By Description SHEET TITLE: ADAPTABLE CASEWORK FRAMEWORK PLAN SCALE: AS SHOWN SHEET NUMBER: 1112.2 WA M N N 0 N T N T KEYED NOTES 1. NITRO EQUIPMENT LOCATION 2. FOOD CASE ❑� 21908 104 12 GENERAL NOTES A. SEE SHEET 1102 FOR COMPLETE CASEWORK SCHEDULE. B. ALL DIMENSIONS ARE TO CENTER OF FRAME ASSEMBLY C. CABINET PANELS: > ALL CABINET SHELVING TO BE SECURED TO METAL COMPONENTS WITH #8 ROUND HEAD SCREWS. > ALL METAL COMPONENTS SHALL BE SECURED TO FRAME ASSEMBLY AT KEY HOLE LOCATIONS. > BOTTOM FLASHING SECURED TO HDPE WITH SILICONE. ICIX50071 C 21914 113 I I I I I I 109 109 \ I\ I ®-- 1 ST FLOOR - ADAPTABLE CASEWORK CABINET PLAN Scale: 1/2" = V-0" 3 1522 TYP. D. SUBSTRATE PANELS: > SUBSTRATE PANELS SHALL BE MOISTURE RESISTANT (MR) PLYWOOD, MDF OR HDF. > CASEWORK VENDOR SHALL PROVIDE ALL SUB PANELS TO BE CUT TO SIZE PRIOR TO SHIPPING. > CASEWORK VENDOR SHALL APPLY Z-CLIPS TO FINISH PANELS PRIOR TO SHIPPING. > FRONTLINE PANELS TO BE SECURED TO SUBSTRATE VIA Z-CLIP APPLICATION. > PANEL INSTALLATION TO START AT OUTSIDE CORNER LOCATIONS. > END PANELS TO BE SCRIBED ON SITE. > ALL PANEL CUT-OUTS SHALL BE FINISHED ALL AROUND. > Z-CLIPS TO BE INSTALLED 1" AWAY FROM PANEL EDGE. 2 TYP. 1522 21914 101 103 101 ' 103 108 107 109 110 110 113 J �i Jai �i Jai J JL_ C 21908 0 2' 4' 81 N Scale: 1/4" = P-0" PLAN I I I I I I I I I I I I I C TRUE ADAPTABLE CASEWORK CABINET TYPES AND BILL OF MATERIALS SCHEDULE KEY NUMBER CABINET TYPE FULL HT. DOORS 3/4 DOOR 3/4 DOOR W/ VENT DRAWER BOTTOM SHELF ADJUST. SHELF BACK PANEL SIDE PANELS BOX BASEAA 101 15" STORAGE DID 21894 WA N/A WA DID 21891 DID 21893 DID 21892 DID 21890 DID 1889 102 18" STORAGE DID 21901 WA N/A WA DID 21898 DID 21900 DID 21899 DID 21890 DID 1889 103 30" STORAGE DID 21905 WA WA WA DID 21902 DID 21904 DID 21903 DID 21890 DID 21889 104 30" POS WA WA WA WA 1 DID 21902 1 DID 21904 1 DID 21912 2** DID 21890 YES DID 21889 105 18" POS WA WA WA WA 1 DID 21898 1 DID 21900 1 DID 21911 2** DID 21890 YES DID 21889 106 15" DRAWER WA DID 21895 WA DID 21896 DID 21891 DID 21893 DID 21892 DID 21890 DID 21889 107 15" PRODUCTION CONTROLLER WA WA 1 DID 21897 1 DID 21896 1 DID 21891 1 DID 21893 1 DID 21892 2** DID 21890 YES DID 21889 108 15" CUBBY COFFEE - WA N/A WA WA 1 DID 21891 1 DID 21893 1 DID 21892 2** DID 21890 YES DID 21889 109 15"CUBBY- TRASH WA 1/0* DID 21895 WA WA WA 0 0 2** DID 21890 YES DID 21889 110 15" SINK DID 21894 N/A WA WA DID 21891 0 0 DID 21890 DID 21889 111 18" SINK OR ICE BIN 1/0* DID 21901 WA WA WA 1A DID 21898 0 0 0 (1'2)** DID 21890 NO 112 24" SAFE WA WA WA WA WA 0 0 0 (1'2)** DID 21890 NO 113 REFRIGERATOR REFRIGERATOR WA WA WA WA WA 0 0 DID 22189(90 NO * DOOR NOT REQUIRED WHERE CUSTOMER VIEW IS LIMITED OR NEGLIGIBLE (i.e. FRONTLINE OR BEHIND WALLS) ** SIDE PANEL QUANTITY SHOWN IS FOR STAND-ALONE CABINETS; ACUTAL CABINET TYPE AS SIDE PANELS CAN BE SHARED. SIDE PANEL QUANTITY IS DEPENDENT ON ADJACENT A BOTTOM SHELF AND BOX BASE (IF APPLICABLE), SHOULD BE REMOVED AT SINK/ICE BIN CABINETS WITH FLOOR SINK LOCATED... AA BOX BASE TO BE PROVIDED AT SPECIFIC CABINETS WHEN REQUIRED BY JURISDICTIONAL CODE OR LOCAL PREFERENCE (NOTED AS "YES") OPERATOR ADAPTABLE CASEWORK CABINET SCHEDULE - "C" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS CABINET 17580 2 CABINET - CBE TEA SHELF - 291N 735MM - FLAT BLACK MT0028 SB GC 19281 3 CABINET - ESPRESSO ICE BIN STAINLESS - 201N 510MM SB GC 21890 35 CABINET - SIDE PANEL SB GC 21891 10 CABINET - BOTTOM SHELF -151N 380MM SB GC 21892 7 CABINET - BACK PANEL - 151N 380MM SB GC 21893 7 CABINET - ADJUSTABLE SHELF - 151N 380MM SB GC 21894 9 ICABINET - DOOR - 151N 380MM SB GC 21895 5 CABINET - DOOR TRASH - 151N 380MM SB GC 21896 2 CABINET - DRAWER -151N 380MM SB GC 21898 1 CABINET - BOTTOM SHELF - 181N 455MM SB GC 21899 1 CABINET - BACK PANEL - 181N 455MM SB GC 21900 1 CABINET - ADJUSTABLE SHELF -181N 455MM SB GC 21901 1 CABINET - DOOR - 181N 455MM SB GC 21902 7 CABINET - BOTTOM SHELF - 301N 760MM SB GC 21903 3 CABINET - BACK PANEL - 301N 760MM SB GC 21904 9 CABINET - ADJUSTABLE SHELF - 301N 760MM SB GC 21905 4 CABINET - DOOR - 301N 760MM SB GC 21906 1 CABINET - END CAP FRONTBAR SB GC 21907 2 CABINET - END CAP BACKBAR SB GC 21908 2 CABINET - FILLER PANEL - VARIABLE LENGTH SB GC 21909 1 CABINET - DT POS UPPER CUBBY - 321N 815MM SB GC 21910 1 CABINET - FRENCH CLEAT - VARIABLE LENGTH SB GC DESIGNER TO VERIFY QUANTITY, PROVIDE OVERALL LENGTH REQUIRED. 21912 3 CABINET - BACK PANEL FOR POS - 301N 760MM SB GC 21913 3 CABINET - EQUIPMENT MOUNTING PANEL SB GC 22632 1 CABINET - CBE DRY INCLUSION SHELF - 441N 1120MM - FLAT BLACK MT0028 SB GC 22749 2 CABINET - ESPRESSO PUMP MOUNT PANEL SB GC X5005 1 CUSTOM CORNER CABINET SB GC X5006 1 COSTUM END CAP CABINET SB GC X5007 1 ICUSTOM FILLER CABINET ISB GC CAFE 20132 1 CONDIMENT WASTE AND RECYCLING CART THREE DROP - WHITE OAK AND BLACK WD0073 CP0005 SB GC 20381 2 FREESTANDING 1 UNIT SHORT - 181N 455MM - WHITE OAK WD0073 SB GC 20382 2 FREESTANDING 1 UNIT SHORT - 361N 915MM - WHITE OAK WD0073 SB GC OTHER 11155 3 ESPRESSO MACHINE PUMP MOUNT - 10X101N 255X255MM SB GC 21914 8 FRIDGE STOP BRACKET SET SB GC X5001 1 WOOD SLAT CREEN WALL WD0073 - BASE AND CAP MT0028 SB GC X5008 1 STOREFRONT WOOD CASING - WD0073 SB GC X5009 1 STOREFRONT WOOD CASING - WD0073 SB GC X5010 1 DOOR WOOD CASING - WD0073 SB GC X5011 1 WINDOW WOOD CASING EXTENSION - WD0073 SB GC X5012 1 WINDOW WOOD CASING EXTENSION-WD0073 SB GC X5013 1 WINDOW WOOD CASING EXTENSION-WD0073 SB GC X5014 1 WINDOW WOOD CASING EXTENSION-WD0073 SB GC X5015 2 WINDOW WOOD CASING EXTENSION SB GC TO BE PAINTED TO MATCH WINDOW FINISH X5016 1 DOOR WOOD CASING - WD0073 SB GC X5017 1 WINDOW WOOD CASING EXTENSION SB GC TO BE PAINTED TO MATCH WINDOW FINISH X5020 1 MENU BOARD FRAME - WD0077 SB GC PANEL 21933 5 FINISH PANEL - VARIABLE LENGTH ISB IGC ADAPTABLE CASEWORK SUBSTRATE PANEL SCHEDULE - "C" DESIGN ID COUNT DESCRIPTION FURN. BY I INST. BY COMMENTS DIEWALL 21887 5 DIEWALL - SUBSTRATE PANEL - VARIABLE LENGTH SB GC N 0 N T N T Z O F_ U V+ O U li O STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O C) MFr-ANEE B. SO U � r v— 9R�'HaTEGh Q ii Y T T Q C\I ^ Y > z a_J LU z 5; 0n LU W o LU � z L L Q O H OJ U LO U IY LU O W LU O T Q = a- r a- i-° U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: ADAPTABLE CASEWORK CABINET PLAN SCALE: AS SHOWN SHEET NUMBER: 1112.3 1] N WA M N N O N N T 1 ST FLOOR - ADAPTABLE CASEWORK COUNTERTOP PLAN scale: 1 /2" = V-0" GENERAL NOTES A. SEE SHEET 1102 FOR COMPLETE CASEWORK SCHEDULE. B. G.C.'S INSTALLER SHALL VERIFY COUNTER CHANNEL REQUIREMENTS PRIOR TO CUTTING IN FIELD. C. G.C./INSTALLER TO VERIFY COUNTERTOP SUPPORT CHANNEL MEASUREMENTS PRIOR TO CUTTING. FIELD CUT AT SINKS AND ICE BINS. D. "C" CHANNEL MOUNTS OVER FRONT AND REAR INDEX BRACKETS WHICH ARE INSERTED INTO FRAMEWORK. E. SILICONE SEAM AT TRANSITION FROM COUNTERTOP TO HAND SINKS. F. SILICONE AND SEAL ALL SEAMS BETWEEN SINKS, EQUIPMENT AND COUNTERTOPS. G. ONCE COUNTERTOP IS SET, LEVELED AND SEAMED, SECURE CHANNEL TO UNDERSIDE OF SUBSTRATE. KEYED NOTES 1. CASEWORK FRAME BELOW 2. LOCATE WATER TROUGH AT EDGE OF COUNTERTOP AS SHOWN. 3. RAISED EDGE GROMMETS 4. CORIAN SHROUD AT ESPRESSO BAR 5. CUTOUT FOR RECESSED SINK, ICE BIN OR TRASH DROP. SEE EQUIPMENT AND/OR MANUFACTURER'S CUTSHEETS FOR DIMENSIONS. 6. FOOD CASE LEGEND INDICATES STAINLESS STEEL (SST) COUNTERTOP INDICATES SOLID SURFACE (SS) COUNTERTOP ADAPTABLE CASEWORK COUNTERTOP SCHEDULE - "C" DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS COUNTERTOP 21919 4 COUNTERTOP - FILLER BACKBAR - VARIABLE LENGTH SB GC 21923 2 COUNTERTOP - END CAP FRONTBAR SB GC 21926 1 COUNTERTOP - BACKBAR - 181N 455MM SB GC 21927 2 COUNTERTOP - BACKBAR - 301N 760MM SB GC 21928 2 COUNTERTOP - END CAP BACKBAR SB GC 22330 1 COUNTERTOP - BREW - LF - 1051N 2665MM SB GC 22344 1 COUNTERTOP - ESPRESSO FRONTBAR - LF - 691N 1755MM SB GC 22346 1 COUNTERTOP - ESPRESSO SHROUD - 691N 1755MM SB GC 22353 1 COUNTERTOP - ESPRESSO FRONTBAR - RF - 1411N 3580MM SB GC 22354 1 COUNTERTOP - ESPRESSO SHROUD - 1411N 3580MM SB GC 22361 1 COUNTERTOP - POS - 841N 2135MM SB GC 22362 1 COUNTERTOP - DT POS - LF - 761N 1930MM SB GC 22378 1 COUNTERTOP - WARMING - LF - 1071N 2720MM SB GC 22390 1 COUNTERTOP - CONSOLIDATED HANDOFF - RF - 451N 1145MM SB GC 22395 2 COUNTERTOP - HAND SINK LOW SPLASH -151N 380MM SB GC 22636 1 COUNTERTOP - CBE - RF -1521N 3860MM SB GC X5002 1 CUSTOM COUNTER TOP SB GC X5003 1 CUSTOM CORNER COUNTER TOP SB GC X5004 1 COSTUM COUNTER TOP - END CAP SB GC 0 4' 8' Scale: 1/4""= 1 • 0•• PLAN TRUE NORTH NORT N N 0 N T \ N T Z _O F— U V+ Z U cc O STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O CMELANEE B. SO U � r v— '�RcftaTEGS Q Y T T C5) Q C\I ^ Y > z aJ LU z 0n LU W LU � z O L L 0 Q O OJ ULO C)�rr LU O W LU O Ln TM a Ir a- r Er a- W 1— U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: ADAPTABLE CASEWORK COUNTERTOP PLAN SCALE: AS SHOWN SHEET NUMBER: 1112.4 r N (n Z) U o M N N O N N T LEGEND ELEVATION DATUM TRACK LIGHTING — — — — STRIP LIGHTING RESTROOM SCONCE O RECESSED CAN LIGHT e' ADJUSTABLE RECESSED CAN LIGHT TROFFER p WALLSCONCE cl -----1 0 EXIT SECURITY LIGHT 1 EXHAUST FAN GRILL T ® SUPPLY AIR RETURN AIR LINEAR DIFFUSER SW7001 i O 1 GWB CEILING 10'-0" AFF SW7024 2 3 a i� I GWB CEILING 10'-0" AFF SW7024 2 3 4'-4" CEILING TREATMENT SCHEDULE - "U" FURN. INST. DESIGN ID AREA DESCRIPTION BY BY COMMENTS OTHER 19734 864 SF ACT - ULTIMA - 2X2FT 61X61 CM GC GC COLOR; WHITE - FOR ORDERING CONTACT DEB PICKENS AT DPLPICKENS@ARMSTRONGCEILINGS.COM, PH: 480-695-9053 22764 527 SF ACT - CIRRUS BEVELED SUPRAFINE PAINTED - 2X4FT GC GC CUSTOM COLOR;SW9168 ELEPHANT EAR - FOR 61X122CM ORDERING CONTACT DEB PICKENS AT DLPICKENS@ARMSTRONGCEILINGS.COM, PH: 480-695-9053 4'-4" 1 2x2 ACT CEILING DID: 19734 9'-6" AFF WHITE 11 LJ E (01 �— — — — -- — — — --— — — — — (V v ✓ 2' - 7 1 /2" 1 2'- i 1 /2" 17' - 6" O W - 4 1 /2" m I N 6'- 0 1 /2" e w w 4'- 7 3/4" 11' - 3 1/2' 7 6 ' a O l T N m 1, Ew , 5'-0" 1 GWB CEILING 8'-0" AFF SW7024 4'-4" 2 3 0 LU EQ I I kQ 5' - 0" ROOM 2x2 ACT CEILING DID: 19734 9'-6" AFF WHITE 4'-4" (V M in o D 7'-0" 2'-21/2" 2'-6" 2'-6" 6'-11/4" 24'-6" 1'- 3'6" APART 3'-6" APART qI 44' - 0" u T N AV io CI a I a I SW7024 9'- 4 3/4" 1' - 3" 6' - 5 1 /2" V - 3" 9'- 3 3/4" 1'- 3" = 15' - 1 1 /4" EQ 3' 0" T - 0" EQ w 10 EQ 3' - 0" EQ EQ 3' - 0" T - 0" EQ 10 EQ a e 9' - 0" EQ in T-0" APART 10' - 5" 10, 5" 10' - 5' 0 w 10 SW7024 1 SW7024 SW 2 GWB CEILING 8'-0" AFF SW7024 -VAN 2x4 ACT CEILING DID: 22764 10'-0" AFF SW9168 3 5 w w w w OGWB CEILING 10'-10" AFF 'v SW7024 m 4 — — T io [V EQ iv EQ w a T-0" APART 10 9 GWB CEILING I 10'-10" AFF 4' - 4" 4'- 4" SW7024 4' - 4" 4'-4" I CAFE SEATING 2x2 ACT CEILING DID: 19734 9'-6" AFF WHITE O 1ST FLOOR - REFLECTED CEILING PLAN Scale: 1 /4" = V-0" 2 GENERAL NOTES A. REFERENCE LOW VOLTAGE PLAN SHEET AND ELECTRICAL DRAWINGS. B. IF REQUIRED BY LOCAL CODE, GENERAL CONTRACTOR TO PROVIDE SEMI -RECESSED SPRINKLER HEADS WITH POLISHED CHROME ESCUTCHEONS CENTERED IN ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE REQUIRED IN GWB SOFFIT OVER FRONT BAR, CONCEAL SUPPLY PIPING WITHIN SOFFIT. GENERAL CONTRACTOR TO SUBMIT SPRINKLER LAYOUT TO STARBUCKS' CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. C. LEAVE TEN (10) ADDITIONAL RETAIL CEILING TILES TO MATCH RETAIL CEILING PAINT COLOR ABOVE THE WORKROOM CEILING AT MANAGER'S DESK FOR FUTURE USE. D. PROVIDE GROMMET AT ACOUSTIC CEILING PENETRATIONS FOR FIXTURES OF SUPPORTS. E. HEATING, VENTILATING AND AIR CONDITIONING SHOWN ON THIS PLAN PROVIDED FOR REFERENCE ONLY. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. F. DIFFUSERS AND RETURNS IN ACOUSTICAL CEILING TILE TO BE CENTERED IN TILE AND PAINTED TO MATCH ADJACENT FINISHES (TYP.). G. PAINT ALL EXPOSED HVAC DUCTS, HVAC DIFFUSERS, LIGHT TRIM RINGS, PIPING, CONDUIT AND JUNCTION BOXES THE SAME COLOR AS SPECIFIED ON SURROUNDING CEILING OR SOFFIT UNLESS OTHERWISE NOTED. TYPICAL THROUGHOUT RETAIL AREA OF STORE. H. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. I. DATA CABLING ABOVE HEAD SHALL BE IN PLENUM WHEN AVAILABLE. J. DATA CABLING AT EXPOSED CEILING SHALL BE INSTALLED IN METAL CONDUIT OR PER LOCAL CODE REQUIREMENT. KEYED NOTES C 1. GWB SOFFIT WITH SMOOTH FINISH (PAINT AS SCHEDULED). 2. GWB CEILING WITH SMOOTH FINISH (PAINT AS SCHEDULED). 3. PAINT CEILING DIFFUSERS TO MATCH CEILING FINISH. 4. WASHABLE CEILING TILE LOCATED IN BACK OF HOUSE AND ABOVE CAFE BAR (IF APPLICABLE). 5. HEATING, VENTILATING AND AIR CONDITIONING FOR REFERENCE ONLY. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 6. AIR CURTAIN. 7. RECESSED MUSIC SPEAKER. 8. ACCESS PANEL; COORDINATE EXACT LOCATIONS AND SIZES IN FIELD WITH STARBUCKS DESIGN MANAGER TO APPROVE LAYOUT. BAUCO PLUS II (OR EQUAL) CONCEALED FRAME AND HARDWARE PANEL WITH GYPSUM FINISH. PAINT TO MATCH CEILING. NOTIFY STARBUCKS DESIGN MANAGER OF ANY CONFLICTS WITH LIGHTING LAYOUT AS SHOWN. 9. EXTERIOR BUILDING SIGNAGE. SEE BUILDING EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 10. EXIT/EMERGENCY LIGHT TO BE CENTERED OVER THE DOOR. 11. EMERGENCY LIGHT TO BE CENTERED OVER THE DOOR. PROVIDE R-38 BATT INSULATION BETWEEN TRUSSES LOW VOLTAGE ELECTRICAL SYMBOLS LEGEND CO CARBON MONOXIDE DETECTOR �O WIRELESS DOOR POSITION SWITCH SECURITY KEY PAD M WIRELESS PIR MOTION SENSOR LEC LOCAL EXCHANGE CARRIER (DEMARCATION POINT) WI-FI ACCESS POINT O 360" SECURITY CAMERA O RECESSED SPEAKER Imm0 2' 4' 8' Scale: 1/4" = 1' 0" PLAN TRUE NORTH NORT N N N T N T STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �,p1,THOFGr? .. Z O pWB. v U cr CnT Y T O /r CAI U L.L p Y> aJ LL z d J W �6 z > cn LU I..L_ LU W � z O IL 0 a p O ULO C) LL� LU O W LU Lf) O TMM Q Ir a- T Ir W C ,- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: REFLECTED CEILING PLAN SCALE: AS SHOWN SHEET NUMBER: 1121 WA L0 M N N O N N T LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS EXIT 19047 4 LED EXIT SIGN WITH EMERGENCY LIGHT - BLACK AND GREEN SB GC INTEGRATE D LED 19057 7 LED EMERGENCY LIGHT DOUBLE - BLACK SB GC INTEGRATE D LED OTHER X7000 1 LIGHTING INVERTOR - MODEL: LG125-S IGC IGC I I BY LITEGEAR RECESSED CAN X21771 83 CAN - LED ADJUSTABLE RECESSED - 31N 75MM - BLACK-1000LM FLOOD SB GC INTEGRATE D LED NU3-RA-SW-I3LM-27K-90-SC35-UNV-DIM10-NC- BK-BK X22248 4 CAN - LED DOWNLIGHT - 31N 75MM - BLACK-1130LM W F SB GC INTEGRATE D LED NU3-RD-SW-I3LM-30K-90-50D-UNV-DIM10-NC-B K-BK SCONCE INTERIOR SIGNAGE SCHEDULE - "S1" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS SIGNAGE - OTHER 21163 1 SIGN - MOBILE ORDER PICK UP ILLUMINATED BLADE MOUNT SB GC 21720 1 SIGN - MOBILE ORDER PICK UP SUSPENSION KIT ISB IGC 1ST FLOOR - LIGHTING PLAN scale: 1/4" = V-0" LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS 20726 15 SCONCE - KICHLER WESLEY 2 - TEXTURED BRONZE SB GC INTEGRATE D LED 20739 2 SCONCE - KUZCO VEGA - 231N 585MM - BLACK SB GC INTEGRATE D LED STRIP 22400 3 STRIP RIP - LED TAPE FLEXIBLE - VARIABLE LENGTH - 250LM PER FT SB GC TRACK 12947 10 ITRACK - WITH CONNECTORS - 8FT 244CM BLACK-1 CIRCUIT SB GC 21779 30 TRACK- LED FIXTURE WITH SNOOT - 31N 75MM - BLACK - 1100LM FLOOD SB GC INTEGRATE D LED TROFFER 21783 15 TROFFER -LED RECESSED -24X481N 600X1200MM - WHITE - 430OLM SB GC INTEGRATE D LED KEYED NOTES 1. SURFACE -MOUNT TRACK DIRECTLY TO ACT CEILING. 2. EXIT/EMERGENCY LIGHT TO BE CENTERED OVER THE DOOR. 3. EMERGENCY LIGHT TO BE CENTERED OVER THE DOOR. GENERAL NOTES A. ALL FIXTURES IN WORK ROOM, BACK AND FRONT LINE, ABOVE CONDIMENT CART, AND ANY OTHER AREAS WHERE EXPOSED FOOD, CLEAN EQUIPMENT OR UTENSILS, OR UNWRAPPED SINGLE SERVICE ITEMS WILL BE EXPOSED, SHALL HAVE SHATTERPROOF LAMPS IF THE FIXTURE IS NOT LENSED. ARCHITECT OF RECORD TO INCLUDE APPROPRIATE LAMPS / FIXTURES ON DRAWINGS AND SCHEDULES, AND COMPLY WITH ANY ADDITIONAL JURISDICTIONAL LIGHTING REQUIREMENT. B. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR FIXTURES/SUPPORTS. C. CENTER EMERGENCY/EXIT LIGHTS ABOVE DOORS, UNLESS OTHERWISE NOTED. D. ADJUST FOCUS OF ALL TRACK AND RECESSED DIRECTIONAL LIGHTING TO FULLY ILLUMINATE ALL ARTWORK, MENU BOARDS, AND MERCHANDISE BAYS. E. IF PENDANT CYLINDERS CAN SUSPENDED LENGTH EXCEEDS 48" (1220MM) FROM CEILING, REPLACE WITH SURFACE MOUNTED CYLINDER CANS AND SUSPEND WITH GENERAL CONTRACTOR SUPPLIED CONDUIT AND J-BOX TO DIMENSIONED HEIGHT. LEGEND ELEVATION DATUM TRACK LIGHTING — — — — STRIP LIGHTING RESTROOM SCONCE ® RECESSED CAN LIGHT er ADJUSTABLE RECESSED CAN LIGHT TROFFER Q WALL SCONCE �--� EXIT SECURITY LIGHT i EXHAUST FAN GRILL T ® SUPPLYAIR RETURN AIR LINEAR DIFFUSER LOW VOLTAGE ELECTRICAL SYMBOLS LEGEND CO CARBON MONOXIDE DETECTOR WIRELESS DOOR POSITION SWITCH �S SECURITY KEY PAD M WIRELESS PIR MOTION SENSOR LEC LOCAL EXCHANGE CARRIER (DEMARCATION POINT) W I-FI ACCESS POINT O 360° SECURITY CAMERA O RECESSED SPEAKER 0 4' 8' N / Scale: 1/4""= 1 • 0•• PLAN TRUE NORTH NORT N N 0 N (D T N T Z _O F_ U Z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA O CMFr.ANEE B. SO U � r v— '�RcftaTEGS Q rr ii Y T T Q C\I Y > z a_J 1— (6 LU z �5; V) LU W LU � z O L L Q tic O OJ ULO U �rr LU T LU Ln a I l 00 U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: LIGHTING DESIGN PLAN SCALE: AS SHOWN SHEET NUMBER: 1123 N WA LO LO M N N O N N T WALL BASE SCHEDULE - "B" DESIGN ID AREA FLOOR TREATMENT SCHEDULE DESCRIPTION FURN. BY - "T' INST- BY COMMENTS DESIGN ID LENGTH DESCRIPTION FURN. BY INST. BY COMMENTS TILE BASE PLASTIC 19795 314' - 0 3/4" 1 POLYVINYL FLOOR TILE - ECOGRIP -PEWTER IGC GC 1 19795 11366SF POLYVINYL FLOOR TILE - ECO-GRIP -PEWTER GC GC GC TO PROCURE FROM ALLIED INDUSTRIES 20215 178' - 8" TILE BASE - FORMULA - UNION BLACK - 6X121N 150X300MM SB GC GROUT: MAPEI - 10 BLACK, OR EQUAL TILE 20228 11348SF I TILE -I COCCI - CEMENTO - 24X241N 60OX600MM ISB IGC GROUT: MAPEI - 47 CHARCOAL, OR EQUAL WALK OFF MAT 19288 42 SF WALK OFF MAT - HELIX Zt - BLACK - 12X91N 305X230MM SB GC 1 1ST FLOOR - INTERIOR FINISH PLAN Scaie: 1 /4" = V-0" KEYED NOTES 1. FOR CAFE AND RESTROOM, CENTER FULL TILE ON SHORT WIDTH OF ROOM. 2. FLOOR SINK LOCATION. SEE BUILDING FLOOR PENETRATION PLAN ON SHEET A102 AND PLUMBING FOR ADDITIONAL INFORMATION. 3. FLOOR DRAIN LOCATION. SEE BUILDING FLOOR PENETRATION PLAN ON SHEET A102 AND PLUMBING FOR ADDITIONAL INFORMATION. 4. RECESSED ELECTRICAL. SEE BUILDING FLOOR PENETRATION PLAN ON SHEET A102 AND ELECTRICAL FOR ADDITIONAL INFORMATION. 4. RECESSED WALK -OFF MAT AT ENTRY. SEE INTERIOR L SHEETS FOR TRANSITION. GENERAL NOTES A. WORKROOM TO BE FINISHED PER LOCAL CODE REQUIREMENTS. B. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON -TOXIC, NON -ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI -GLOSS OR HIGH -GLOSS FINISH. C. STARBUCKS TO SUPPLY FLOORING AND BASE FOR FRONT AND BACK OF HOUSE AS NOTED IN SCHEDULES. GENERAL CONTRACTOR TO INSTALL. GENERAL CONTRACTOR TO SUPPLY WORKROOM TILE AND BASE AND INSTALL. GENERAL CONTRACTOR TO SUPPLY AND INSTALL MORTAR, ADHESIVE, AND GROUT. GENERAL CONTRACTOR TO INSPECT ALL TILES AND REJECT DAMAGED OR SUBSTANDARD TILES PRIOR TO INSTALLATION. >INK WHERE INDICATED. SEE PLUMBING PLANS 10RE INFORMATION. D. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. E. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOOD PREPARATION AREAS SHALL HAVE A 6" COVED BASE. LEGEND --- — INDICATES TILE BASE* TILE BASE DID: 20215 OINDICATES BASE* 2 ECOGRIP BASE DID: 19795 INDICATES FLOOR TILE DID:20228 N N 0 N (D INDICATES ECO GRIP SLIP T RESISTANT SAFETY FLOORING \ DID: 19795 N T STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 -- �4V'kLTH OF INDICATES WALK OFF MAT DID:19288 �� O phAxrB. S00 A INDICATES EXISTING EXPOSED CONCRETE FLOOR a , Q rra T Y T INDICATES PEWTER CORNER J GUARD FOR BOH. INSTALL 6" O N / 1 V ^ Q (150mm) TO 42" (1065mm) A.F.F. UNLESS OTHERWISE NOTED. L.L Y cc w Ljj O Q J SEE INTERIOR FINISH ELEVATIONS FOR TAGGED Z 0 J LOCATION OF WALL FINISH MATERIAL. J LU ** SEE RESTROOM PLAN & ELEVATIONS FOR TAGGED LOCATION OF WALL FINISH MATERIAL �6 Z W U) LU � LU O 0 z L L Q O OJ ULO U �rr LUT LULf)a I Er 00 U RESPONSIBILITY LEGEND GC GENERAL CONTRACTOR LL LANDLORD SB STARBUCKS 0 4' 8' Scale: 1/4""= 1 • 0•• PLAN TRUE NORTH NORT STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: FLOOR FINISH PLAN I SCALE: AS SHOWN SHEET NUMBER: 1131 0 0 0 0 N (Al WA LO LO M N N 0 N N T TYP. ELEVATION @ DT SIDE WALL Scale: 3/8" = V-0" IEIX40001 IQI X9405 I 19795 IMI108941 IEIX40001 ELEVATION @ DT WINDOW Scale: 3/8" = V-0" n ELEVATION @ BACK BAR - CBE STATION ` Scale: 3/8" = V-0" n ELEVATION @ FORNT BAR PARTNER SIDE - POS �� Scale: 3/8" = V-0" 0 0 n ELEVATION @ DT POS J Scale: 3/8" = V-0" a 0 ELEVATION @ DT BACK WALL Scale: 3/8" = V-0" 71 in i io„ KEYED NOTES 1. ATTACH DIGITAL MENU BOARDS PER INSTALLATION DETAILS. 2. SHELVING FOR CBE STATION AS SHOWN. G.C. TO PROVIDE WALL BLOCKING FOR FASTENERS. 3. CUP DISPENSERS. SEE FF & E PLAN ON SHEET 1101 FOR ADDITIONAL INFORMATION. 4. WALL FINISH BEHIND EXPOSED CABINETRY AND BELOW UNDERSIDE OF COUNTERTOP SUBSTRATE TO BE FRP. 5. START FULL TILE AT TOP. 6. INSTALL AIR CURTAIN AS REQUIRED. 7. EMERGENCY LIGHT TO BE CENTERED OVER THE DOOR. 8. INSTALL SCHLUTER PER MANUFACTURER RECOMMENDATIONS. 9. DIGITAL MENU BOARDS TO BE CENTERED OVER POS LEGEND --- 1 INDICATES WALL BLOCKING. 1 FIRE TREATED WALL BLOCKING TO BE I PROVIDED AS REQUIRED TO SUPPORT WALL L --- J ATTACHMENTS. EXTEND BLOCKING 4" (100mm) BEYOND EDGE OF ATTACHMENTS. GENERAL NOTES A. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON SHEET 1601. B. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/GRAPHICS FOR PROPER INSTALLATION. C. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS UNLESS OTHERWISE INDICATED. D. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS NOTED OTHERWISE: 1) WOODS AND METAL SURFACES SHALL BE SEMI -GLOSS OR EQUAL. 2) ACCENT AND TRIM PAINTS TO BE SEMI -GLOSS OR EQUAL. a. WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL. 3) PAINTS IN BOH, RESTROOM(S) OR CAFE BAR SHALL BE SEMI -GLOSS OR EQUAL. E. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL ACCOUNT COLOR CODE WHEN ORDERING PAINTS. F. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON -TOXIC, NON -ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI -GLOSS OR HIGH GLOSS FINISH. G. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETRY) SHALL BE SEALED. H. REFER TO CASEWORK FINISH SCHEDULE ON THE CASEWORK FINISH PLAN ON SHEET 1102 FOR CASEWORK FINISH MATERIAL INFORMATION. I. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. J. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOOD PREPARATION AREAS SHALL HAVE A 6" COVED BASE. K. ALL FOOD STORAGE SHALL BE 6" (150MM) A.F.F. L. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING BEFORE INSTALLING BACK BAR TILE. M. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. i wwwwwwwwww ww wwwwwllll.. . �w w— i���� wwwwww w ■=nil=■■■■■_o 11 — _, _ wwwwwww wwwwwwwwww wwwwwww=SII�II�I ww�.wwwwwww� w wwwwwwwwwwww ■lwww�.wwwwwwwwww- wwwwwwwwwwww wwwwwwwwww�� ■www�.wwwwwwwwww- wwwwwwwwww wwwwwwwwwww�s I'mmoomms _ ___=_ ,.ate ����-------- - ---------- wwwww—wwwwwwwwwwswwwwwwwwwwwwwwww— -- ----- ----- ----------------------------- ----------------------------- -- -p ----------------------------- ----- ----- - -- -- ----------------------------- ---------------- --------- ----- wwwww wwwww wwwww wwwww ww-■_ - _ =_ wwwwwwwwwwwwwwww wwwwwwwwwwwwwwww wwwwwwww— wwwwwwww— -- -- wwwww wwwww�w�wwwwwwwww ■ i- - - _ —wwwwwwwww �— -- III wwwwwwww— ■wwwwwww— - - wwwww ■wwwwwww— —ww -- wwwww �■ ---ww ----_ _ 011111 M. 11011111111111 ME oom MME ■Z on IImm .0 1C� MM B 19795 Q X9401 Q X9401 O TYP. O CP0024 TYP. ELEVATION @BACK WALL BREW STATION V scale: 3/8" = V-0" ELEVATION @ FRONT BAR PARTNER SIDE - ESPRESSO BAR Scale: 3/8" = V-0" TYP. N O N (D T T _O U 0 U CC LL STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 ;VILTH OA O 0 MELANEE B. SO v � r v— '�R�'xaTF'GS Q ii Y T Q Cc CV Y > Uj z <J LLI z 0n � W 0 LLJ z O L L Q O OJ ULO U �rr LU 3 /TM�\ W LL __30 O Lf) T Q a- r a- i—° U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: INTERIOR FINISH ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1201 i fi5 IL N C 7 r L.L N WA CM 0 Lb ri N N O N T N T TYP. ELEVATION @ MAIN ENTANCE sue: 3/8" = V-0" 1'- 10 1 /2" 2' - R" 1'- 10 1/2" *ELEVATION @ SOFT SEATING SIDE WALL sue: 3/8" = V-0" 26' - 3 1 /2" 24' - 11 1 /2" 4 EELEVATION @ RESTROOMS - ENTARNCE sue: 3/8" = 1'-0" X50141 r-I F 122487 IBI202151 L 119047 3 ELEVATION @ SECOND EXIT WALL sue: 3/8" = V-0" TYP. F 22487 Q 21060 X50121 rIF122487 2'-8" 1'-101/2" 1 GENERAL NOTES A. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON SHEET 1601. B. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/GRAPHICS FOR PROPER INSTALLATION. C. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS UNLESS OTHERWISE INDICATED. D. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS NOTED OTHERWISE: 1) WOODS AND METAL SURFACES SHALL BE SEMI -GLOSS OR EQUAL. 2) ACCENT AND TRIM PAINTS TO BE SEMI -GLOSS OR EQUAL. a. WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL. 3) PAINTS IN BOH, RESTROOM(S) OR CAFE BAR SHALL BE SEMI -GLOSS OR EQUAL. E. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL ACCOUNT COLOR CODE WHEN ORDERING PAINTS. F. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON -TOXIC, NON -ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI -GLOSS OR HIGH GLOSS FINISH. G. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETRY) SHALL BE SEALED. H. REFER TO CASEWORK FINISH SCHEDULE ON THE CASEWORK FINISH PLAN ON SHEET 1102 FOR CASEWORK FINISH MATERIAL INFORMATION. I. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. J. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOOD PREPARATION AREAS SHALL HAVE A 6" COVED BASE. K. ALL FOOD STORAGE SHALL BE 6" (150MM) A.F.F. L. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING BEFORE INSTALLING BACK BAR TILE. M. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. KEYED NOTES 1. EXIT/EMERGENCY LIGHT TO BE CENTERED OVER THE DOOR. 2. DOOR TO MATCH WD0035. 3. DOOR FRAME TO MATCH WD0035. O U V+ Z U cc O STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V'ALTH OF O C) MELANEE B. SO U � r v— 9R�'HI'i'EC''S Q rr Y T rn Q C\I Y > z aJ 1— C6 LU z ��/ V) LU W W �O zL 0 a pCH pO ULO C)�rr LU 3 /T�\ OC) LU __3O O Ln T a T a- r a- 1—° U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: INTERIOR FINISH ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1202 0 0 I N rn WA 0 Lb M N N 0 N T N T ELEVATION @ FRONT BAR - POS scale: 3/8" = V-0" S 21720 O S 21163 SW7024 O SW7024 O\M\ io 0N. in N I ELEVATION @ FRONT scale: 3/8" = V-0" y W D0073� 1522 r AD200-VI TYP. BAR CUSTOMER SIDE - ESPRESSO BAR WORKROOM 2 - P/WEST Scale: 3/8" = V-0" 1, TYP. WORKROOM 2 - P/NORTH Scale: 3/8" = V-0" 1, 91,-9" TYP. TYP. WORKROOM 2 - P/EAST scale: 3/8" = V-0" 1 GENERAL NOTES A. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO THE INTERIOR FINISH PLAN ON SHEET 1104. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON SHEET 1101. B. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/GRAPHICS FOR PROPER INSTALLATION. C. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS NOTED OTHERWISE: 1) WOODS AND METAL SURFACES SHALL BE SEMI -GLOSS OR EQUAL. 2) ACCENT AND TRIM PAINTS TO BE SEMI -GLOSS OR EQUAL. a. WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL. 3) PAINTS IN BOH, RESTROOM(S) OR CAFE BAR SHALL BE SEMI -GLOSS OR EQUAL. D. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON -TOXIC, NON -ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI -GLOSS OR HIGH GLOSS FINISH. E. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETRY) SHALL BE SEALED. F. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. G. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOOD PREPARATION AREAS SHALL HAVE A 6" COVED BASE. H. ALL FOOD STORAGE SHALL BE 6" (150MM) A.F.F. I. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING BEFORE INSTALLING BACK BAR TILE. KEYED NOTES 1. EMERGENCY LIGHT TO BE CENTERED OVER THE DOOR. 2. COLUMN TO BE PAINTED AS SCHEDULE 3. WOOD WINDOW EXTENSION TO MATCH WINDOW FINISH WORKROOM 2 - P/SOUTH scale: 3/8" = V-0" N 0 N Cfl T N T Z _O F_ U Z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA CMFr.ANE B. SO U � r v— '�RcftaTEGS Q rr Y ii T Q C\I Y > z a_J 1— Cn LU Z >/ V ) LU LU W �O zL 0 a pCH pO U LO U IY LU 3 /T�\ OC) LU __30 O Ln TM N\ a = Ir a- T Er a- ,— U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: INTERIOR FINISH ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1203 cc b N (n WA a) 0 Lb M N N O N T N T a 0 9 � 0 I TYP. 9 i Q 11469 r---� L_O J O THr, I IfiF __1 MH j ❑ \ rl _4 TV _L7T 12 TF== ELEVATION scale: 3/8" = V-0" B 19795 TYP. WORKROOM 1 - NORTH ELEVATION @ WORKROOM 1 - SOUTH Scale: 3/8" = V-0" ELEVATION Scale: 3/8" = V-0" TYP. TYP. WORKROOM 1 - MANAGERS' DESK I I YH. ELEVATION Scale: 3/8" = V-0" WORKROOM 1 - EAST I GENERAL NOTES A. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT (FF & E) SCHEDULES ON SHEET 1601. B. REFER TO MANUFACTURER'S INSTRUCTIONS INCLUDED WITH ARTWORK/GRAPHICS FOR PROPER INSTALLATION. C. CHANGE PAINT COLOR ONLY AT INSIDE CORNERS UNLESS OTHERWISE INDICATED. D. PAINT FINISHES SHALL BE APPLIED AS FOLLOWS, UNLESS NOTED OTHERWISE: 1) WOODS AND METAL SURFACES SHALL BE SEMI -GLOSS OR EQUAL. 2) ACCENT AND TRIM PAINTS TO BE SEMI -GLOSS OR EQUAL. a. WALL AND CEILING PAINTS TO BE EGGSHELL OR EQUAL. 3) PAINTS IN BOH, RESTROOM(S) OR CAFE BAR SHALL BE SEMI -GLOSS OR EQUAL. E. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS NATIONAL ACCOUNT COLOR CODE WHEN ORDERING PAINTS. F. FLOORS, WALLS AND CEILING FINISHES IN FOOD PREPARATION AREAS SHALL BE SMOOTH, NON -TOXIC, NON -ABSORBENT, DURABLE AND EASILY CLEANABLE. PAINT SHALL BE WASHABLE; SEMI -GLOSS OR HIGH GLOSS FINISH. G. ALL WOOD SURFACES (DOORS, TRIM, SHELVES, CABINETRY) SHALL BE SEALED. H. REFER TO CASEWORK FINISH SCHEDULE ON THE CASEWORK FINISH PLAN ON SHEET 1102 FOR CASEWORK FINISH MATERIAL INFORMATION. I. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. J. ALL FLOOR AND WALL JUNCTIONS IN STORAGE AND FOOD PREPARATION AREAS SHALL HAVE A 6" COVED BASE. K. ALL FOOD STORAGE SHALL BE 6" (150MM) A.F.F. L. INSTALL BLOCKING AND HANGERS FOR WALL SHELVING BEFORE INSTALLING BACK BAR TILE. M. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. KEYED NOTES 1. WALL MOUNT HAND SINK WITH SOAP AND PAPER TOWEL DISPENSER. G.C. TO PROVIDE BLOCKING FOR FASTENERS. 2. ICE MACHINE (SEE PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION). 3. MOP SINK. FULL HEIGHT FRP AT ENCLOSURE (SEE PLUMBING PLANS FOR MORE INFORMATION). 4. FLOOR MOUNTED WATER HEATER ABOVE (SEE PLUMBING DRAWINGS). 5. MANAGER'S DESK (SEE ENLARGED DETAILS). 6. WATER FILTRATION EQUIPMENT (SEE PLUMBING DRAWINGS). 7. EXIT/EMERGENCY LIGHT TO BE CENTERED OVER THE DOOR. 8. FUTURE HANDHELD ORDER POINT ACCESS POINT 9. FUTURE HANDHELD ORDER POINT PENETRATION FOR EXTERIOR EQUIPMENT. 3 3 COMP SINK - SIDE WALK Scale: 3/8" = V-0" ELEVATION @a WORK ROOM 1- WEST Scale: 3/8" = V-0" z _O F_ U z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 ��ALTH OA C) MELANEE B. SO U � r v- 9R�'HaTEGh Q rr ii Y T T Q C\I ^ Y > z 11 J 1— Cn LU Z �>/ V ) LU LU W � z O LL 0 a p O ULO U �rr LU 3 /TMC\ W LU __3O O Ln T a Ir a- T Er a- w ,- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: INTERIOR FINISH ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1204 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fO p t+. ELAxrE B. SO v IRC'HITV'r l LU z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: U) w 0 0 U L1 3 O Ir a- e LU H O LL L0 TM W T 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SOOS Revision Schedule Rev Date By Description SHEET TITLE: INTERIOR FINISH ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1205 N rn WA CM CV N O N T N T n RESTROOM 1 - WEST G scale: 3/8" = V-0" c a n RESTROOM 2 - WEST V scale: 3/8" = V-0" C� 3'-0" RESTROOM 1 - NORTH scale: 3/8" = V-0" RESTROOM 2 - NORTH scale: 3/8" = V-0" 4' - 8 1 /4" 1'-8" n RESTROOM 1 - EAST scale: 3/8" = V-0" n RESTROOM 2 - EAST V scale: 3/8" = V-0" 1'-8" 4'-8" E ��� RESTROOM 1 - SOUTH 3'-0" HORIZONTAL O SOAPO HORIZONTAL GRAB BAR MIRROR DISPENSE FAUCET MIRROR GRAB BAR E 10862 F 10093 E 11115 P 21352 F 10093 E 10862 \ FAUCET352 0 1 HORIZONTAL iI I GRAB BAR LAVATORY _ E 10859 :TOlLf N II \\a F_ 1 7 \ I I \\ I I 1 N VERTICAL j/ I 1 GRAB BAR 1 1 3 1 1 1 1 E 10179 1 E 10769 TOILET PAPER 11 HAND DRYER I DISPENSER 1 2, 14011 4 1 E 10099 \\\ 5 1 \ / — �_ RESTROOM i --- \ SEAT COVER DISPENSER E 10172 �� 1 5 1 11 — — — i/ F 10756 — — — — — — — — — ��c---� �� COATHOOK 1 ---- I I 11 _ 10^ E 10384 G 11135 1 CHANGING STATION 0 1 I I I I I I I I I I I 4 1523 ------ - - - - -j 1 J EN34ARGED RESTFOOM DISPENS __—r—_— I I E 11 j.t5 I NI I I \ NI /I \ I Fr // — — — — — i— TO ET j P 10116 6O/ 1 P 22558 I LAVATORY I 1 1 7 1 II 1 E 10179 1 I I HAND DRYER 1 6 11401 8 1 I 1 \ I 1 RESTROOM I �9 1 1 / I �2 \\ 1 2 I / ---- - rCOATh'0OK L— --� --- \------ I I I 1 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 L— — — — — — — — — — — J GI 11135 RESTROOM SING E 10384 CHANGING STATION O Scale: 3/8" = V-0" RESTROOM 2 -SOUTH TOILET PAPER DISPENSER E 10099 HORIZONTAL GRAB BAR E 10859 o� VERTICAL a _ GRAB BAR E 10769 SEAT COVER DISPENSER E 10172 GENERAL NOTES A. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. B. ALL DIMENSIONS ARE TO BE TAKEN FROM A DESIGNATED DATUM POINT. C. DIMENSIONS ARE TO FACE OF FINISHED SURFACE UNLESS OTHERWISE NOTED. D. DIAPER CHANGING STATION IS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. UNIT IS TO BE FASTENED TO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS. E. LOCATE DIAPER CHANGING STATION AS SHOWN TO ALLOW NECESSARY CLEARANCE FOR OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE ACCESS, EGRESS, OR DOOR SWING. F. ALL RESTROOM ACCESSORY MOUNTING HEIGHTS AND CLEARANCES SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE LOCAL JURISDICTION. KEYED NOTES O 1. 60" ADA TURNING RADIUS. 2. 30" X 48" CLEAR FLOOR SPACE. 3. WATER CLOSET CLEAR FLOOR SPACE. 4. BABY CHANGING FIXTURE. GENERAL CONTRACTOR TO PROVIDE BLOCKING PER MANUFACTURER'S RECOMMENDATION. 5. TILE START POINT. FULL TILE ABOVE BASE COVE. CENTER FULL TILE ON WALL (HORIZONTALLY) 6. WALL MOUNTED LAVATORY INSTALLED WITH SUPPORT CARRIER AND INSULATED BOOT AT EXPOSED PIPES. 7. CENTER MIRROR OVER LAVATORY. MOUNT AT 40" MAX. TO BOTTOM EDGE OF REFLECTIVE SURFACE. 8. COAT HOOK. MOUNT AT CENTERLINE OF DOOR. 9. CENTER SCONCE LIGHTING OVER MIRROR (SEE ELECTRICAL). 10. IN -WALL WOOD BLOCKING. VERIFY BLOCKING LOCATION, EXTENTS AND BLOCKING WITH MANUFACTURER'S REQUIREMENTS. 11. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL SENSORS AND CONTROLS (TYPICAL). RESPONSIBILITY LEGEND GC GENERAL CONTRACTOR LL LANDLORD SB STARBUCKS 0 1' 2' 3' N / Scale: 3/4" - 1' 0" PLAN TRUE NORTH NORT N N 0 N T \ N T STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 LTH OF O 0 MELANEE B. SO U � r v- 9R�'HaTEGh Q Y T Cyr) CV ^Q L.L Y > z <J LLu Z �� V LU I..L W ' LIJ � z O L L 0 Q O OJ ULO U �� L'U 000 LL O Lf) T Q Ir a- r Er a- w 1- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: RESTROOM PLAN & ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: 1401 N rn WA 7 LO M N N 0 N N T MY VvV JUUFLwV" wlmY I TRANSITION —TILE TO WALK OFF MAT i Scale: 6" = 1'-0" WALL TYPE PER LEGEND WOOD CLADDING REFER TO INTERIOR ELEVATIONS L-TRIM, MT0028 FINISH COVED TILE BASE PER SCHEDULE. ADHERE TO WALL PER MFR'S RECOMMENDATIONS. 1/4" (6MM) RADIUS AT COVED BASE FINISH FLOOR PER SCHEDULE CONCRETE SLAB INTEGRAL TILE BASE AT n WALL CLADDING V Scale: 6" = V-0" DIEWALL FRAME SECURED TO FLANGE PER CASEWORK SHOP DRAWINGS CAFE FINISH PANELS ABOVE PER SCHEDULE N _LO METAL DIEWALL BASE ADJUSTABLE FLANGE METAL DIEWALL BASE CEMENTITOUS BACKER BOARD BASE FINISH PER SCHEDULE 1/2" (13MM) RADIUS COVE BASE PER SCHEDULE FLOOR FINISH PER SCHEDULE WALL TYPE PER LEGEND CEMENTITOUS BACKER BOARD CONTINUOUS WATERPROOF MEMBRANE. EXTEND 12" (305mm) UP WALL. WALL TILE PER SCHEDULE. ADHERE TO WALL PER MFR'S RECOMMENDATIONS. COVED TILE BASE PER SCHEDULE. ADHERE TO WALL PER MFR'S RECOMMENDATIONS. 1/4" (6MM) RADIUS AT COVED BASE FINISH FLOOR PER SCHEDULE CONTINUOUS WATERPROOF MEMBRANE APPLIED TO SUBFLOOR. EXTEND EDGE TO 12" (305mm) OFFSET FROM WALL. CONCRETE SLAB n INTEGRAL TILE BASE AT TILED WALL G Scale: 6" = 1'-0" ECO—GRIP AT MOP SINK scale: 12" = V-0" FRONT BAR METAL CABINET FRAME ABOVE STAINLESS STAPLE OR POWDER COATED STEEL FASTENER ECO-GRIP SEALANT ECO-GRIP BASE CAP. COLOR TO MATCH ECO-GRIP FLOORING METAL CABINET LEG 3/4" (19MM) MARINE GRADE PLYWOOD. INSTALL CASEWORK DIEWALL BASEPRIOR TO ECO-GRIP FLOORING ECO-GRIP EPDXY ADHESIVE ECO-GRIP FLOORING 1/4" (6MM) ROUTED COVE 7 MOP SINK 1/4" (6MM) ECO-GRIP SPEEDFLEX ECO-GRIP FLOORING ECO-GRIP EPDXY ADHESIVE CONCRETE SLAB av- °a CONCRETE SLAB ECO—GRIP AC FRONT BAR CABINET ON LEGS scale: 6" = V-0" 16 GA. 2 1/4" (57MM) WIDE STAINLESS STEEL TRANSITION STRIP SEALANT CONCRETE SLAB TILE FLOOR PER PLAN THINSET FRP WALL WALL AND WALL AND COVERING SHEATHING WALL TILE PER PLAN SHEATHING PER PLAN PER PLAN STAINLESS STAPLE STAINLESS STAPLE OR POWDER COATED OR POWDER COATED FASTENER FASTENER ECO-GRIP ECO-GRIP ECO-GRIP BASE SEALANT ECO-GRIP BASE SEALANT CAP. COLOR TO CAP. COLOR TO MATCH ECO-GRIP MATCH ECO-GRIP FLOORING FLOORING ECO-GRIP ECO-GRIP EPDXY EPDXY ADHESIVE ADHESIVE CONCRETE CONCRETE 1/4" SLAB 1 /4" SLAB (6MM) (6MM) R R ROUTED ECO-GRIP ROUTED ECO-GRIP COVE FLOORING COVE FLOORING WALL TYPE PER LEGEND WALLCOVERING REFER TO INTERIOR ELEVATIONS SEALANT TO MATCH ADJACENT WALL FINISH COVED TILE BASE PER SCHEDULE. ADHERE TO WALL PER MFR'S RECOMMENDATIONS. 1/4" (6MM) RADIUS AT COVED BASE FINISH FLOOR PER SCHEDULE CONCRETE SLAB INTEGRAL TILE BASE AT 3 ECO—GRIP BASE CAP WITH TILED WALL 4 ECO—GRIP BASE CAP WITH FRP 5 WALL COVERING scale: 6" = 1'-0" scale: 6" = 1'-0" scale: 6" = 1'-0" STAINLESS FASTENER ROUTE OUT FLOORING TO DEPTH OF TRANSITION STRIP ECO-GRIP FLOORING ECO-GRIP ECO-GRIP EPDXY SEALANT ADHESIVE LEAD ANCHOR SUBSTRATE MAY REQUIRE SLOPING TO ADJUST HEIGHT SO THAT ECO-GRIP AND ADJACENT FLOOR ARE FLUSH ECO—GRIP TO TILE TRANSITION AT FOOT TRAFFIC AREA scale: 12" = V-0" L BACK BAR FRP WALL COVERING CABINET STAINLESS STAPLE FRAME OR POWDER COATED ABOVE STEELFASTENER ECO-GRIP SEALANT METAL CABINET ECO-GRIP BASE CAP. LEG COLOR TO MATCH ECO-GRIP FLOORING - WALL AND SHEATHING PER PLAN i� ECO-GRIP FLOORING ECO-GRIP EPDXY ADHESIVE 1/4" (6MM) ROUTED COVE a. a CONCRETE SLAB ECO—GRIP AC BACK BAR CABINET ON LEGS Scale: 6" = V-0" :3 1/8" (3MM) GAP BETWEEN ECO-GRIP ECO-GRIP FLOORING AND COLOR MATCHED SPEEDFLEX FIXTURE o ECO-GRIP STAINLESS STEEL FLOORING FLANGE ECO-GRIP EPDXYFLOOR SINK 'O ADHESIVE //— GRATE CONCRETE / v SLAB ECO—GRIP TO FLOOR SINK TRANSITION scale: 12" = 1'-0" N N 0 N T N T Z O U r Z U CC 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 ��ALTH OA O CMELANM B. SO U � r v- 9R�'HaTEGh Q ii Y T C\I ^Q Y > z aJ 1— (6 LU z �V/> ) LU W z L L Q O OJ U LO ULL IY L'U O CO LL O Lf) TM Q Ir I a-r Er a- w 1- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: FLOORING DETAILS SCALE: AS SHOWN SHEET NUMBER: 1501 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 w z 1— U w O tr (L ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 0 Per V a W z O LL LO TM W T 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 ��p LTH OF p N ELANiE B. SOS U STORE #: PROJECT #: �h'CHI'I'EC�p ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: 0 Y w Z H O LL L0 T 00 71714 T T N N ¢ w J J > U) H 0 ¢ U 97033-001 12/16/2022 ROSS DOWING SOOS Revision Schedule Rev Date By Description SHEET TITLE: WALL FINISH DETAILS I SCALE: AS SHOWN I SHEET NUMBER: 1511 WALL TYPE FASTENER SCHEDULE WALL TYPE WALL BLOCKING FASTENERS NOTES WOOD FRAME X #8 X3" (75MM) WD REFER TO BLOCKING REQUIREMENTS OR EQUIVALENT METAL FRAME X #6 CT. X 1 1/4" (30MM) MTLAND REFER TO BLOCKING REQUIREMENTS OR EQUIVALENT CMU MIN. 5/16" X 3" (8MM X 75MM) TAPCON OR EQUIVALENT SPACE PER DETAIL THIS SHEET CONCRETE MIN. 1/4" X 3" (7MM X 75MM) SLEEVE ANCHOR OR EQUIVALENT SPACE PER DETAIL THIS SHEET S BRICK MIN. 1/4" X 1" (7MM X 25MM) SPACE PER DETAIL THIS SHEET WEDGE ANCHOR OR EQUIVALENT AVOID SETTING ANCHORS IN MORTAR JOINTS VARIES EQ,EQ,EQ,EQ,EQ,EQ,EQ —1 (6) FASTENERS EVENLY SPACED 3" (75MM) MINIMUM. ACROSS OPENING (TYPICAL AT ALL CABINETS) CENTER FASTENERS VERTICALLY ON WALL CLEAT SOLIDLY ATTACHED TO WALL. SEE "WALL TYPE FASTENER SCHEDULE" FOR SPECIFICATION. ADJUSTABLE SHELF (IF APPLICABLE) SIMILAR FASTENERS AT EACH STUD LOCATION ACROSS OPENING (TYPICAL AT ALL CABINETS) METAL TRIM TO BE PAINTED UPPER CABINET ATTACHMENT Scale: 1" = V-0" STUD WALL BLOCKING REQUIREMENTS: WOOD STUD WALLS REQUIRE MIN. 2" X 6" (50MM X 150MM) WOOD BLOCKING SECURED FLUSH TO STUD FACE WITH (3) 10D NAILS (OR EQUIVALENT) METAL STUD WALLS REQUIRE MIN. 2" X 6" (50MM X 150MM) WOOD BLOCKING SECURED FLUSH TO STUD FACE WITH MIN. (3) #6 CT. 1.25" (30MM) SCREWS (OR EQUIVALENT) VERIFY IN -WALL BLOCKING OR ENSURE SOLID ATTACHMENT OF CLEAT TO WALL AT EACH STUD CENTER FASTENERS VERTICALLY ON WALL CLEAT SOLIDLY ATTACHED TO WALL. SEE SCHEDULE"WALL TYPE FASTENER SCHEDULE" FOR SPECIFICATIONS. 1 "X4" (25MM X 100MM) FURRING STRIP OR EQUIVALENT 12' - 0 1/2" (3670.3 MM MIN. BLOCKING (VIF)) EQ. 11' - 0 1/2" (3364.2MM 3 SCREENS) I.EQ. EL io LL I LL I O 1 w— > � I I m z o I L I r m I I in l I w0 I L___ I 1 L-------- 6" MIN. OFFSET (TYP.) T-81/4" L T-81/4" 2'- 9- 1. 2'-9" /4" 4" 4" 4" L, 6" . 6" . I I Irla LJ I dJl I I 4", 4" I I 1 _�l7 — — — — ram � I —I1 J�tL�__JY LJ LJ ail -----J L---- I 1 — — \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CENTER OF MENU ASSEMBLY DIGITAL MENU BOARDS - STANDARD MOUNT scale: 3/4" = V-0" r N (Al WA n LO M N N O N T N T 9s \ MAX. LENGTH POWER (5'-6") MAX. LENGTH DATA (5'-6") METAL RECESSED CABLE MANAGEMENT AND POWER STORAGE BOX. MINIMUM (1) RECEPTACLES AND (1) DATA PORT PER SCREEN. MINIMUM (4) OUTLETS AND (4) DATA PORTS PER STORE. CENTER OF MENU BOARDS AT 7' - 4" (2235MM) A.F.F. MIN., g^ (31 8' - 6" (2590MM) A.F.F. MAX. SEE INTERIOR ELEVATIONS 1O can FOR ACTUAL DIMENSION — N — — — — 3/4" PLYWOOD BACKING BEHIND WALL FINISH, SECURED TO STRUCTURE WALL MOUNTED MENU BOARD BRACKET DIGITAL SCREEN GREENBOARD (TYP.) WALL FINISH AS SCHEDULED — STEEL PLATE BY STARBUCKS VENDOR AT BACK OF SHELF METAL TEA SHELF UNIT BY STARBUCKS VENDOR SHELF SURFACE AT 60"(1525 MM) A.F.F. METAL DRY INCLUSION SHELF BY STARBUCKS VENDOR SHELF TOP AT 53 1/2" 1360 MM A.F.F. 2X10 BLOCKING CENTERED ON SHELF SURFACE MOUNTING HEIGHT. SECURE TO EACH NAILER USING (3) # 10 3" WOOD SCREWS @ 4" (100 MM) O.C. 2X2 NAILERS, 14" (355 MM) LONG SECURED TO WALL STUDS USING (4) #10 3" WOOD SCREWS AT 4" (100 MM) O.C. PER NAILER THIS DETAIL REFERS SPECIFICALLY TO SHELVING ABOVE CBE 13 AND CBE 14 WORKSTATIONS V e� (11 TOTAL) #10 2 1 /2"WOOD SCREWS MOUNTED TO BLOCKING THRU PRE -DRILLED HOLES IN PLATE WALL STUD (14 TOTAL) #10 2 1/2" WOOD ® SCREWS MOUNTED TO BLOCKING THRU PRE -DRILLED HOLES IN PLATE e� METAL TEA AND DRY INCLUSION SHELF WOOD WALL ATTACHMENT 3 sue: 6" = 1,_0„ N N T T Z O U V+ O U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD r%%j AQ00SOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 _;V_kLTH OA O 0MELANEE B. SO U � r v— '�RcftaTEGS Q nr- Y T T Q CV 0 Y > z 11 J 1— (6 LU z �>/� V) LU LU W �O z LL 0 a pCH p O ULO U �rr LUwLf)Q O W O T a- r a- i—° U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK DETAILS SCALE: AS SHOWN SHEET NUMBER: 1521 N Z) WA 7 co u'i M N N O N T N T SUPPORTFRAME CABINET PANEL THREADED FOO1 WALL MOUNTED BRACKET SECUR IN -WALL BLOCKIP SECTION A FRP WALL FINISH CONTINUOUS IN -WALL BLOCKING 2'- 71/2" COUNTETOP 1", 2'-61/2" BACK BAR COUNTERTOP 0 io 21 3/8" SIDE PARTITION — 1' - 11 1/2" z ADJUSTABLE SHELF O m 0 0 v Z n 0 O 2'- 0" BOTTOM SHELF F- (V v 1'- 9 1/2" (SIDE PARTITION FRAME OD [V THREADED in 0 FOOT WALL BRACKET SECURED AT A MINIMUM OF 3 iv LOCATIONS ALONG ITS LENGTH AC BACKLINE WALL BRACKET ASSEMBLY Scale: 1 1/2" = V-0" 3'- 4" COUNTERTOP 4" 2" 2'- 10" FRONT BAR SHROUD `D v FRONT BAR COUNTERTOP r FINISH PANELS CEMENTITOUS BACKER BOARD 3/4" r x w z O m O 0 0 1'- 9 1/2" SIDE PARTITION 1' - 11 1/2" ADJUSTABLE SHELF 2'- 0 1/4" BOTTOM SHELF 0 MARINE GRADE PLYWOOD G 0 00 a = oIra. 0 !i OF F = Njr J O F- z N � (V 0 9 a m 0 rn i @! DOOR FACE W/ DOOR PULL AC BACK BAR CABINET ASSEMBLY ON LEGS SECTION Scale: 1 1/2" = V-0" E[ w R> O ¢ _ o w a p >F O _ I Ir J O F Z iV 0 (V 0 p N v 0 m AC FRONT BAR CABINET ASSEMBLY ON LEGS SECTION Scale: 1 1/2" = V-0" NOTES: 1. LOCATE PUMP WITHIN CORD LENGTH LIMIT. ORIENT WITH PUMP HEAD LEFT, RIGHT AND AT BOTTOM. LOOSEN PUMP HEAD CLAMP, ROTATE AND RE -TIGHTEN AS REQUIRED PER ORIENTATION TO PROVIDE FRONT ACCESS TO FLOW. ADJUSTMENT WITHIN CORD LENGTH LIMIT. 2. USE LOCKTITE ON ISOLATOR THREADS. DO NOT OVER TIGHTEN. 3. LOOSEN PUMP HEAD CLAMP, ROTATE AND RE -TIGHTEN AS REQUIRED FOR PUMP ORIENTATION. 4. EACH BACKER BOARD'S ASSEMBLY COMPONENTS INCLUDE: (1) BACKER BOARDS (4) TENETS, 1/4-20 VENDOR MOUNTED (8) WOOD SCREWS #8 1-1/4" (32MM) (4) NEOPRENE ISOLATORS, KARMAN RUBBER, K84-60 NEOPRENE (4) LOCK NUTS, 1/4-20 NYLON (4) WASHERS, 1/4" (7MM) FLAT STEEL SUPPORT FRAME PER CASEWORK SHOP DRAWINGS 23.685" H X 12" W (602MM X 305MM), 3/4" MARINE GRADE PLYWOOD BACKER BOARD SECURED TO STEEL FRAME WITH THRU BOLTS AND SILICONE ADHESIVE PER CASEWORK SHOP DRAWINGS SEE NOTES ABOVE FOR ASSEMBLY ITEMS PUMP ATTACHED TO BACKER BOARD WITH ASSEMBLY COMPONENTS 10"X10" (250MM X 250MM) BACKER BOARD. ATTACH TO PLYWOOD SUBSTRATE WITH SILICONE ADHESIVE AND WOOD SCREWS. SILICONE PERIMETER. 2 M Z FINISHED FLOOR N g ESPRESSO PUMP MOUNTED AT CABINET Scale: 1 1/2" = V-0" i DOOR FACE W/ DOOR PULL FINISH PANELS CEMENTI BACKER BOARD - COUNTERTOP -------0------------6-- I p I I I 0 I I ADAPTABLE CASEWORK FRAME I 1 0 X REFRIGERATOR STOP BY - CASEWORK — SUPPLIER N al I� UNDERCOUNTER 0 0 j REFRIGERATOR (DASHED LINE) II = I I I _ I J LJ -- - - - - - - - - - - -- --J AC UNDERCOUNTER REFRIGERATOR SECTION Scale: 1 1/2" = V-0" Z' - A" r n INITCO7nl3 T 10 FRONT BAR COUNTERTOP N a 0 0 m 1'- 6" DRAWER BOX v o 3 3/4" w = 1l2" ADJUSTABLE SHELF 0 < w 1' -11 w F [V z O� (V M N O f7 4 F Q ~ <(V ^ O LL F (V< N L 2' - 0 1 /4" 0 C L BOTTOM SHELF a 4 0 TO MARINE GRADE 0D `O PLYWOOD DRAWER FACE W/ DRAWER PULL I I I DOOR FACE W/ DOOR PULL AC FRONT BAR DRAWER CABINET ASSEMBLY ON LEGS SECTION Scale: 1 1/2" = V-0" HARDWOOD SLATS ADHERED TO SUBSTRATE/ STRUCTURE AND MECHANICALLY FASTED AS 2 1/4" 1 7/8" REQUIRED CUSTOMER FACING SIDE 1/2" PLYWOOD BACKER (TYP.) INTERIOR SIDE 'Co INTERIOR SIDE TO BE SECURED TO SUBSTRATE STRUCTURE PER DETAILS A ENLARGED SECTION PROFILE NOT TO SCALE 4'- 0" BACKER 24 S 1 AV E5, NU BU I I JUIN I S ELEVATION RDWOOD SLATS iECTION OF WOOD IAIN. TYP. ALL ATS TAL CORNER TRIM R DETAILS :TAL BOTTOM TRIM PER DETAILS FINISH APPLICATION (MAD 200-V) ROUNDED SLAT W/ REVEAL Scale: 3/4" = V-0" 17" TO FRONT CHANNEL COUNTERTOP COUNTERTOP SUBSTRATE BACKLINE INDEX BRACKET CABINET FRAME AC COUNTERTOP SUPPORT CHANNEL Scale: 6" = V-0" COUNTERTOP COUNTERTOP SUBSTRATE COUNTERTOP SUPPORT CHANNEL FRONTLINE INDEX BRACKET DOOR PULL CABINET DOOR CABINET FRAME AC COUNTERTOP FRONT HAT SUPPORT CHANNEL Scale: 6" = V-0" 11" MAX. / 4" MIN STEEL FRAME PER CASEWORK SHOP DRAWINGS EDGE OF COUNTERTOP — INTERIOR WALL SECTION A STEEL FRAME BEHINI PANEL INTERI WALL CABIN[ SUPPC LEG (D SIMILA FOR B( BASE) FRONT ELEVATION FILLER PANEL AT WALL 10 � Scale: 1 1/2" = V-0" STEEL ANGLE ATTACHED TO FRAME TO SUPPORT FILLER PANEL 2X4 BLOCKING SECURED TO IN -WALL BLOCKING FILLER PANEL ALIGNED TO ADJACENT DOOR PANEL PER CASEWORK SHOP DRAWINGS. TOP OF COUNTERTOP DOOR HINGE EDGE OF STEEL ANGLE FILLER PANEL 2X4 BLOCKING BEHIND PANEL SECURE FILLER PANEL TO 2X4 BLOCKING WITH COUNTERSINK (3) WOOD SCREWS. FILL HOLES TO MATCH PANEL COLOR/MATERIAL TYPE. ALIGN BOTTOM OF PANELS FINISHED FLOOR STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �,p1,THOFGr?.. Z O— r OELAN U00� U Q V+ Y T T O /r N U L.L p Y> aJ z dU. J W �6 z > cn .. LU I..L_ LU W � z O LL 0 a p OJ U LO ULIL IY w O W wLf)Q O T OD Ir a- T Er a- ,— U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: ADAPTABLE CASEWORK SECTIONS SCALE: AS SHOWN SHEET NUMBER: 1522 21'- 6 3/4" 3 1523 2 1523 WOOD SLAT SCREEN WALL scale: 1/2" = 1'-0" 0i v Cz Cz JI H z w U Cz Q- aD l✓ 0 w N rn WA 7 0 N M N N O N co N n jl L� ( 0,,0 r U�V� i J ✓ � U l GAV YYVVV VLI71J-YY VVV/J 11r METAL BASE WRAP - MT0028 ENLARGED WOOD SLAT SCREEN WALL scale: 1" = 1'-0" 1 3/4" 5 1/2" 3/4" WOOD SLAT SCREEN SECTION DETAIL scale: 3" = V-0" or 1 st Floor OII N N 0 N Cfl T N T z _O V z v 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 ��ALTH oA �fO p MELANEE B. SO v � r v— 9R�'HaTEG� Q Y T T Q N 0 > Y z 0 J v5 W Z U) W o ~ H z LL Q p O U LO U w T w L() Q t Er r°° U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK DETAILS I SCALE: AS SHOWN SHEET NUMBER: 1523 I y WA CV N u7 M N N O N T N T 2'- 4- 4" 2'-4" ARTWORK - 19838 - 19844 scale: 1 1 /2" = V-0" CANVAS PRINTED WALLCOVERING Scale: 3/4" = 1'-0" 2'-4" 2'-3" G1198321 ARTWORK - 19832 - 17021 scale: 1 1 /2" = V-0" 24' - 11 1 /2" :m 2'-4" 2'-3" IG117021I GRAPHICS AND ARTWORK SCHEDULE - "G" FURN. INST. DESIGN ID COUNT DESCRIPTION BY BY COMMENTS GRAPHICS - ARTWORK 17021 1 ART - MICHAEL HANSON - COLOMBIA 35 - BW SB GC SBXART 17021 - FRAMED WITH MAT - ART SIZE 1'-11 "W x 2'7"H - MAT BORDER 2" - OVERALLSIZE 2'-4"W x 3'-0"H - PAPER 1 - MAT 1 - FRAME WD-35 EBONIZED FIN. 19832 1 ART - JOSHUA TRUJILLO - CHIAPAS 5 - BW SB GC SBXART_19832 - FRAMED WITH MAT - ART SIZE x V-11 "W 27"1-1 - MAT BORDER 2" - OVERALLSIZE 2'-4"W x 3'-0"H - PAPER 1 - MAT 1 - FRAME WD-35 EBONIZED FIN. 19838 1 ART - JOSHUA TRUJILLO - CHIAPAS 8 - BW SB GC SBXART_19838 - FRAMED WITH MAT - ART SIZE x V-11 "W 27"1-1 - MAT BORDER 2" - OVERALLSIZE 2'-4"W x 3'-0"H - PAPER 1 - MAT 1 - FRAME WD-35 EBONIZED FIN. 19844 1 ART - JOSHUA TRUJILLO - COSTA RICA 3 - BW SB GC SBXART_19844 - FRAMED WITH MAT - ART SIZE x V-11 "W 27"1-1 - MAT BORDER 2" - OVERALLSIZE 2'-4"W x 3'-0"H - PAPER 1 - MAT 1 - FRAME WD-35 EBONIZED FIN. X6000 1 SBXART_22674 - CANVAS PRINTED WALLCOVERING ( SB GC ADJUST ART TO MATCH POSITION) GRAPHICS -OTHER 11135 2 1 RESTROOM SIGN UNISEX ACCESSIBLE ISB IGC N N O N (D T N T Z _O F- U Z U cc 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fO p 1+ .LAME B. SO v � r v— '�RcftaTEGS Q rr ii Y T T Q C\I Y > z aJ 1— (n LU Z >/ V ) LU LU W � zL O 0 a pO ULO U �rr LU 3 /T�\ OC) LU --3O O Ln T N\ a T D_ a- T Er a- ,— U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: GRAPHIC DETAILS I SCALE: AS SHOWN SHEET NUMBER: 1531 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD P%%j AQOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fC) MELANEE B. SO v IRC'HITV'r l LU a z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: U) w 0 0 Q U L1 O Ir a- e LU H O LL L0 TM W T 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SOOS Revision Schedule Rev Date By Description SHEET TITLE: FF & E SCHEDULES i SCALE: AS SHOWN i SHEET NUMBER: 1601 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD P%%j AQOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 �V,p.LTH OA �fC) MELANEE B. SO v IRC'HITV'r l LU a z U L1 3 O Ir a- z O LL LO Ir- 00 T STORE #: PROJECT #: ISSUE DATE: DESIGN MANAGER: PRODUCTION DESIGNER: CHECKED BY: U) w 0 0 Q U L1 O Ir a- e LU H O LL L0 TM W T 71714 T TT VJ CV C\I 97033-001 12/16/2022 ROSS DOWING SOOS Revision Schedule Rev Date By Description SHEET TITLE: SCHEDULES i SCALE: AS SHOWN i SHEET NUMBER: 1602 V. v N r` X U U �I N 0 I CU c U L UI aS u, 0 `m s U ry Y `m a� c c 0 0 w L0 cw Cn Y U c m U) U 0 J (V U) c a� E c U 0 0 3 c `0 Cn L an W �1 n LO M N N 0 N N STRUCTURAL ABBREVIATIONS A.B. ANCHOR BOLT LLH LONG LEG HORIZONTAL A.C.I. AMERICAN CONCRETE LLV LONG LEG VERTICAL INSTITUTE L.R.F.D. LOAD & RESISTANCE ADJ. ADJACENT FACTOR DESIGN A.I.S.C. AMERICAN INSTITUTE OF ----------------- - -- --- - -- - STEEL CONSTRUCTION MANUF. MANUFACTURER OR A.S.D. ALLOWABLE STRESS MANUFACTURER'S DESIGN MATL. MATERIAL A.S.T.M. AMERICAN SOCIETY FOR MAX. MAXIMUM TESTING AND MATERIALS MECH. MECHANICAL ARCH. ARCHITECT OR MIN. MINIMUM ARCHITECTURAL M.O.S. MIDDLE OF SLAB ---- ---------------------- M.O.W. MIDDLE OF WALL B. D. BAR DIAMETER(S) MTL. METAL B.E.J. BUILDING EXPANSION JOINT - BLDG. BUILDING N.T.S. NOT TO SCALE B.O.S. BOTTOM OF STEEL BM. BEAM O/C ON CENTER BRCG. BRACING OPP. OPPOSITE BRDG. BRIDGING O.H. OPPOSITE HAND BRG. BEARING ----------------------------------------------------- BTWN. BETWEEN P.A.F. POWDER ACTUATED FASTENER CANT. CANTILEVER P.C. PRECAST C.G. CENTER OF GRAVITY P.S. PRESTRESSED C.I.P. CAST IN PLACE P.S.F. POUNDS PER SQUARE CL. CLEAR FOOT CMU CONCRETE MASONRY P.S.I. POUNDS PER SQUARE UNIT INCH COL. COLUMN Pc. PIECE CONC. CONCRETE PROJ. PROJECTION CONT. CONTINUOUS P.T. PRESSURE TREATED COORD. COORDINATE R. RADIUS D. DEPTH OR DEEP REF. REFERENCE DBL. DOUBLE REINF. REINFORCING OR DET. DETAIL REINFORCED DIA. DIAMETER REQ'D. REQUIRED DIAG. DIAGONAL REV. REVISION DWG. DRAWING DWL. DOWEL S.O.G. SLAB ON GRADE S.F. STEPPED FOOTING EA. EACH SCHED. SCHEDULE E.F. EACH FACE SECT. SECTION E.W. EACH WAY SHT. SHEET EL. ELEVATION SIM. SIMILAR ELEV. ELEVATION SL. SLOPE EMB. EMBEDMENT OR EMBED SPA. SPACE ENG. ENGINEER S.S. STAINLESS STEEL EQ. EQUAL STD. STANDARD EXIST. EXISTING STIFF. STIFFENER EXP. EXPANSION STIR. STIRRUPS -------------------------------- STL. STEEL FDN. FOUNDATION STRUCT. STRUCTURAL FIN. FINISHED OR FINISH ------------------------------- --------- FLR. FLOOR T.O.S. TOP OF STEEL F.O. FACE OF TEMP. TEMPERATURE FTG_ FOOTING TYP. TYPICAL - T.S. THICKENED SLAB GA. GAGE ------------------ GALV. GALVANIZED U.O.N. UNLESS OTHERWISE G.C. GENERAL CONTRACTOR NOTED -------------------- --------- O. W.T. OPEN WEB TRUSS H.C. HOLLOW CORE ----------------------------------------------------- H.D.G. HOT DIPPED GALVANIZED VERT. VERTICAL HK. HOOK ----------------------------------------------------- HORIZ. HORIZONTAL W. WIDTH OR WIDE H.S. HIGH STRENGTH W/ WITH - - - - W.P. WORKING POINT J.B.E. JOIST BEARING W.W.F. WELDED WIRE FABRIC ELEVATION ----------------------------------------------------- JT. JOINT q CENTERLINE ----------------------------------------------------- 0 DIAMETER K KIPS 0DEGREES K.S.F. KIPS PER SQUARE FOOT ± PLUS/MINUS K.S.I. KIPS PER SQUARE INCH R PLATE STRUCTURAL SYMBOL LEGEND 11- BEAM SPLICE CBXXxXX CONCRETE BEAM MARK WELD DA PLAN NOTE SECTION FOOTING ELEVATION PLAN DETAIL & COLUMN GRID MARK x sxx ELEVATION L-X MASONRY LINTEL MARK SPOT ELEVATION H-X HEADER MARK SHEARWALL EXTENTS HE] o STRUCTURAL COLUMN SHEARWALL MARK (ABOVE) SHEARWALL MARK (BELOW) Wxxxx STEEL BEAM MARK BEARING PLATE ■ BP ■ HD (A) SHEARWALL HOLDOWN (ABOVE) 10- MOMENT CONNECTION ■ HD (B) SHEARWALL HOLDOWN (BELOW) xxk BEAM REACTION CFX.X COLUMN FOOTING MARK z SLAB STEP LOCATION WFX.X WALL FOOTING MARK SLAB SLOPE LOCATION GB-X GRADE BEAM MARK INDICATOR PILE P-X PILE CAP MARK ° REVISION MARK STRUCTURAL STEEL NOTES 1. ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL BE IN ACCORDANCE WITH ASTM A992 SPECIFICATIONS (Fy = 50 KSI). ALL OTHER STRUCTURAL STEEL SHAPES SHALL BE IN ACCORDANCE WITH ASTM A36 SPECIFICATIONS (Fy = 36 KSI). HOLLOW STRUCTURAL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM A500 GRADE B (Fy = 46 KSI). 2. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL OF STEEL CONSTRUCTION" OF THE "AMERICAN INSTITUTE OF STEEL CONSTRUCTION". 3. ALL FIELD BOLTED SHEAR CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS (THREADS INCLUDED IN THE SHEAR PLANE) WITH 3/4" DIAMETER ASTM A325 HIGH STRENGTH BOLTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. LOADS SHOWN ON PLAN ARE ALLOWABLE STRESS DESIGN LOADS (ASD). IF LOADS ARE NOT CALLED OUT ON PLAN, ALL SHEAR CONNECTIONS SHALL BE DESIGNED TO SUPPORT HALF OF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE "TABLES OF ALLOWABLE LOADS ON BEAMS" OF THE LATEST EDITION OF THE A.I.S.C. "MANUAL OF STEEL CONSTRUCTION". THE LENGTH OF THE SPAN SHALL BE AS SHOWN ON THE DRAWINGS. THE ABOVE IS NOT REQUIRED IF THE REACTION IS SHOWN ON THE PLANS. 4. ALL WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF STEEL CONSTRUCTION" OF THE "AMERICAN INSTITUTE OF STEEL CONSTRUCTION" AND THE LATEST EDITION OF THE "CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. USE E70XX LOW HYDROGEN ELECTRODES.. 5. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED. 6. ALL FASTENERS EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED OR STAINLESS STEEL. 7. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STEEL FRAME IN PROPER ALIGNMENT UNTIL ALL ROOF DECK, BRIDGING, BRACING, ETC. IS IN PLACE TO RESIST LATERAL MOVEMENT OF THE FRAME. LIGHT GAGE FRAMING NOTES 1. ALL LIGHT GAGE STEEL FRAMING WORK SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF STEEL CONSTRUCTION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND THE MANUAL FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS OF THE AMERICAN IRON AND STEEL INSTITUTE. 2. MAINTAIN PROPER EDGE DISTANCE AND SPACING OF FASTENERS AS RECOMMENDED BY THE STUD MANUFACTURER IN REGARDS TO CUT ENDS, FLANGES, KNOCKOUTS, ETC. WHERE FASTENERS OCCUR AT KNOCKOUTS, CONTRACTOR TO PROVIDE MENDING PLATE OVER KNOCKOUT (GAGE TO MATCH STUD). 3. WELDING SHALL BE PERFORMED ONLY BY QUALIFIED WELDERS USING PROPER EQUIPMENT FOR THE PARTICULAR TYPE OF WORK REQUIRED. 4. ALL WELDED CONNECTIONS OF STUDS SHALL BE AS RECOMMENDED BY THE STUD MANUFACTURER. 5. ALL WELDS SHALL CONFORM TO AWS D1.3 SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCTURES. WELDING ELECTRODES SHALL BE IN ACCORDANCE WITH AWS A5.1, A5.5, OR A5.18 SERIES E60. 6. ALL STRUCTURAL FRAMING MEMBERS 16 GAGE AND HEAVIER SHALL BE IN ACCORDANCE WITH ASTM A446, GRADE D, FY=50,000 PSI. 7. PROVIDE ALL METAL STUD BRACING/BRIDGING AS REQUIRED BY THE STUD MANUFACTURER. 8. ALL TRACK AND BRIDGING MATERIALS SHALL HAVE FY=33,000 PSI MINIMUM. 9. ALL FRAMING MEMBERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A525. THE COATING SHALL BE GRADE 60. 10. CUT ALL FRAMING COMPONENTS TO FIT SQUARELY AGAINST ABUTTING MEMBERS AND HOLD FIRMLY IN POSITION UNTIL PROPERLY FASTENED. 11. ALL PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING. 12. WIRE TYING OF STRUCTURAL FRAMING COMPONENTS IS NOT PERMITTED. 13. SPLICES IN STRUCTURAL FRAMING MEMBERS ARE NOT PERMITTED WITHOUT APPROVAL OF THE ENGINEER. 14. CONTRACTOR SHALL NOT ALLOW AXIAL LOADS TO STUDS UNTIL ALL BRIDGING, CONNECTIONS, AND ATTACHMENT OF COLLATERAL MATERIALS ARE COMPLETE. 15. ATTACH TRACK SECURELY TO THE FLOOR AND OVERHEAD STRUCTURE. SEAT STUDS SQUARELY TO THE FLOOR AND OVERHEAD TRACK AND ATTACH SECURELY. 16. METAL STUD PROPERTIES SHALL BE AS FOLLOWS: 6" x 16 GAGE W/ 2" FLANGES........................(600S200-54) 50 KSI, Ix=3.31 INA Sx=1.101N.3 8" x 16 GAGE W/ 2" FLANGES........................(800S200-54) 50 KSI, Ix=6.57INA Sx=1.641N.3 DESIGN CRITERIA 1. THE STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2018 VIRGINIA CONSTRUCTION CODE. 2. DESIGN LOADS ARE AS FOLLOWS: LIVE LOADS (PER IBC): ROOF LIVE LOAD 20 PSF DEAD LOADS (PER IBC): ROOF DEAD LOAD 20 PSF CONCRETE SLABS ON GRADE (PER ACI): 4" THICK SLAB ON GRADE 100 PSF SNOW LOADS (PER ASCE): GROUND SNOW LOAD (PG) 30 PSF FLAT ROOF SNOW LOAD (Pf 21 PSF MINIMUM SNOW LOAD (Pmin) 20 PSF SNOW EXPOSURE FACTOR (Ce) 1.0 SNOW LOAD IMPORTANCE FACTOR (1) 1.0 ROOF THERMAL FACTOR (Ct) 1.0 WIND LOADS (PER ASCE): NORMAL DESIGN WIND SPEED (Vasd) 85 MPH ULTIMATE DESIGN WIND SPEED (Vult) 110 MPH WIND EXPOSURE C RISK CATEGORY 11 INTERNAL PRESSURE COEFFICIENT (GCpi) ±0.18 COMPONENTS & CLADDING: SEE TABLES SEISMIC DESIGN DATA (PER IBC): SEISMIC IMPORTANCE FACTOR (1) 1.0 SEISMIC DESIGN CATEGORY B SEISMIC RISK CATEGORY II SEISMIC SITE CLASS D MAPPED SPECTRAL RESPONSE ACCELERATION (SS) 0.208g MAPPED SPECTRAL RESPONSE ACCELERATION (SI) 0.057g SPECTRAL RESPONSE COEFFICIENT (SDS) 0.222g SPECTRAL RESPONSE COEFFICIENT (SDI) 0.091g DESIGN BASE SHEAR _k RESPONSE MODIFICATION FACTOR (R) 3.5 SEISMIC RESPONSE COEFFICIENT (CS) 0.063 BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL SYSTEMS NOT DETAILED FOR SEISMIC. LIGHT FRAMED WALLS USING FLAT STRAPS ANALYSIS PROCEDURE USED: LATERAL SYSTEMS NOT MODIFIED BUILDING DESIGNED TO BE FULLY ENCLOSED FOUNDATION NOTES 1. ALL FOOTINGS, INCLUDING SLAB ON GRADE, SHALL BEAR ON UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL WITH AN ALLOWABLE BEARING CAPACITY OF 1500 PSF. THE CONTRACTOR SHALL EMPLOY THE SERVICES OF A GEOTECHNICAL ENGINEER TO VERIFY SOIL CONDITIONS PRIOR TO POURING CONCRETE. ALL PROCEDURES AND RECOMMENDATIONS OUTLINED IN THE SOILS REPORT SHALL BE FOLLOWED. GEOTECHNICAL ENGINEER SHALL MONITOR ALL SITE PREPARATION ACTIVITIES. 2. ALL FOUNDATION CONCRETE SHALL OBTAIN A 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. 3. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60. 4. CONCRETE PROTECTION FOR REINFORCING AS WELL AS PLACING AND FABRICATION OF REINFORCING SHALL BE IN ACCORDANCE WITH THE "AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS" (ACI 318). 5. EARTH FORMED FOOTINGS SHALL CONFORM TO THE SHAPE, LINES AND DIMENSIONS AS SHOWN ON THE FOUNDATION PLAN. ALL WATER SHALL BE REMOVED PRIOR TO PLACING CONCRETE. 6. BEFORE PLACING CONCRETE ALL EMBEDDED ITEMS SHALL BE PROPERLY LOCATED, ACCURATELY POSITIONED AND MAINTAINED SECURELY IN PLACE. 7. ALL CONTINUOUS REINFORCING SHALL LAP 36 BAR DIAMETERS UNLESS OTHERWISE NOTED ON THE DRAWINGS. DESIGN WIND PRESSURES FOR ROOF COMPONENTS (PSF) (1) ROOF COMPONENT TRIBUTARY AREA (S.F.) ZONE (2) < 10 100 > 200 1 21.5 -39.5 16.0 -24.5 16.0 -20.0 2 21.5 -56.0 16.0 -29.0 16.0 -29.0 3 21.5 -60.0 16.0 -29.0 16.0 -29.0 DESIGN WIND PRESSURES FOR WALL COMPONENTS (PSF) (1) WALL COMPONENT TRIBUTARY AREA (S.F.) ZONE (2) < 10 50 200 > 500 4 5 29.0 29.0 -31.5 -39.0 26.0 26.0 -28.5 -33.0 23.5 23.5 -26.0 -27.5 22.0 22.0 -24.0 -24.0 NOTES: 1. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. 2. BUILDING ZONES ARE DEFINED IN A.S.C.E. 7. GENERAL NOTES 1. UNDER NO CIRCUMSTANCES SHALL THE CONTRACT DRAWINGS BE REPRODUCED AND USED AS SHOP DRAWINGS. 2. THE CONTRACTOR SHALL SUBMIT PAPER HARD -COPY SHOP DRAWINGS TO THE ARCHITECT IN SUITABLE QUANTITIES TO PERMIT ADEQUATE DISTRIBUTION FOR REVIEW. 3. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 4. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES, ETC., TO SET THE STRUCTURAL WORK. 5. BACK CHARGES FOR CHANGE ORDERS, CORRECTIVE WORK OR REPLACED MATERIALS WILL NOT BE ACCEPTED UNLESS EXPRESSLY AUTHORIZED IN WRITING BY SINCLAIR PRATT CAMERON, P.C. BEFORE ANY SUCH COSTS ARE INCURRED. 6. THE GENERAL CONTRACTOR SHALL CALL A PRECONSTRUCTION MEETING WITH ALL NECESSARY PARTIES PRIOR TO CONSTRUCTION. THIS MEETING SHALL ADDRESS THE RESPONSIBILITIES AND THE SCHEDULING OF ALL PARTICIPANTS INVOLVED IN INSPECTION SERVICES; INCLUDING THE "SCHEDULE OF SPECIAL INSPECTIONS," IF REQUIRED. THE GOVERNING MUNICIPALITY SHOULD BE INVITED TO JOIN THIS MEETING TO ESTABLISH THEIR REQUIREMENTS. 7. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS, SECTIONS AND DETAILS TO SET ALL STRUCTURAL WORK INCLUDING LOCATION OF ALL STUD BEARING WALLS STRUCTURAL BEAMS SUPPORT POSTS ETC. WHERE DISCREPANCIES OCCUR BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, BOTH THE ARCHITECT AND ENGINEER OF RECORD SHALL BE CONTACTED FOR DIRECTION. 8. THE CONTRACTOR SHALL ENSURE THAT ALL STRUCTURAL BEAMS, SUPPORT POSTS, AND STUD BEARING WALLS HAVE ADEQUATE WOOD BLOCKING AS REQUIRED TO TRANSFER THE LOADS TO THE FOUNDATION WORK BELOW. 9. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING OR BRACING AS REQUIRED TO HOLD THE STRUCTURAL WORK IN PROPER ALIGNMENT UNTIL ALL FRAMING AND/OR SHEATHING IS NAILED IN PLACE. 16 DECEMBER 2022 " 11 Lic. Lb. K SINCLAIR PRATT CAMERON, P.C. W 1630 DONNA DRIVE - SUITE 105 Z VIRGINIA BEACH, VA 23451-6188 2 757.417.0565' 757.417.0568 (fax) z WWW.SPC-ENG.COM 22-0713 STRUCTURAU W Designed: CDS BIM: SDM z O F_ V z O w O LL STARBUCKS®R 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD SOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 ri Y Q N 0 Y� w z Q LLJ J 0- J W Z U) wLU of � W LUO z LL Q p O w LO w O � CO Ooo � Q = STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: GENERAL NOTES I SCALE: AS SHOWN I SHEET NUMBER: S001 STARBUCKS) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD SOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 Ni fy Y rn Q N 0 Y� w z Q LLJ J 0- J vi Z (n w of � W LULU z O LL Q p O w LO w 000 � Ooo � Q = STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: FOUNDATION PLAN SCALE: AS SHOWN SHEET NUMBER: S101 STARBUCKS®R 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD SOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 Ni ry V rn Q N 0 Y� w z Of Q LLJ J 0- J vi Z (n w of � W LULU z O LL Q p O w LO w 000 � Ooo � Q = STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: ROOF FRAMING PLAN SCALE: AS SHOWN SHEET NUMBER: S102 STARBUCKS®R 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 Ni fy Y rn Q N 0 Y� w z Q LLJ J 0- J vi Z (n w of � W LULU z O LL Q p O w LO w 000 � Ooo � Q = STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: TRASH ENCLOSURE PLAN AND NOTES SCALE: AS SHOWN SHEET NUMBER: S103 P N n X U U �I N 0 N �I U 7 UI aS u, 0 `m s U ry Y o_ c 0 0 LL L0 00 Y U 7 f6 U) U O J (V ry U) c a� E U O 0 c `O U L N W ►s rat 00 LO M N N 0 N N Q o li I I I J Q H F- I� Z_ Z LL. O 0 0 W} Qg a Z N l I _j _ U J) W >C0 LL = O H LO = U 0 LU = O 0- pf Z 2 LL O = O LL O - o _ in = o O 0-0- W 0 0 Of LU x�go Q O Q a U OU U U U U Of LU � LU >LU `� >LU `� BAR POSITIONER AT TOP OF WALL REINFORCING SCHEDULE BAR MINIMUM MAXIMUM BAR SIZE LAPS POSITIONER SPACING #4 24" 8'-4" O/C #5 30" 10'-5" O/C #6 36" 12'-6" O/C #7 42" 14'-7" O/C #8 48" 16'-8" O/C ° I L BAR POSITIONERS SHALL BE SPACED AT INTERVALS NOT TO EXCEED 200 BAR DIAMETERS - SEE SCHEDULE STOP POUR NO LESS THAN 1/2" BELOW TOP OF UNIT IF POUR IS DELAYED ONE HOUR OR MORE IN A CONTINUOUS POUR BAR POSITIONER ABOVE THE LAP AT THE DOWELS NOTE: AFTER PLACEMENT OF GROUT, DELAYAPPROX. 5 TO 10 MINUTES TO ALLOW EXCESS WATER TO BE ABSORBED, THEN CONSOLIDATE GROUT BY MECHANICAL VIBRATOR PROVIDE CLEAN -OUT OPENINGS (MINIMUM 3" x 4") AT BOTTOM OF EACH GROUT POUR & TIE VERTICAL REINFORCING TO DOWELS & SEAL AFTER INSPECTION LOW LIFT GROUTING HIGH LIFT GROUTING MASONRY REINFORCING & GROUTING DETAILS NOT TO SCALE EXTERIOR OR PARTITION WALL t;'. VERTICAL BARS SAME 3/8" CONTROL JOINT SIZE AS TYPICAL VERT. FOR STRUCTURAL CELLS SOLID)OLID) __z WALL R (GROUT PARTITIONS (3/4" FOR NON-STRUCTURAL PARTITION WALL PARTITIONS) NOTE: COORDINATE LOCATIONS OF ALL PIPE BOLLARDS WITH ARCH DRAWINGS 18" o CONCRETE FOUNDATION .: z 6"v CONC. Q FILLED STEEL W PIPE BOLLARD w 0 v 8" e x 9" LONG STD. PIPE --- SLEEVE EMBED. Z IN FOOTING PAVING o_ FILL VOID AROUND PIPE BUMPER WITH W o 3000 PSI CONC. GROUT ° ` LU U) U COLUMN OR WALL FOOTING WHERE APPLICABLE (WHERE PIPE BOLLARD OCCURS AND NO STRUCTURAL FOOTING EXISTS, EXTEND 18" DIA. CONCRETE FOUNDATION TO A DEPTH OF 36" WITH A PIPE EMBEDMENT OF 30") PIPE BOLLARD DETA NOT TO SCALE IL ADDITIONAL VERTICAL VERTICAL BARS SAME BAR AT OPENINGS SIZE AS TYPICAL VERT. GREATER THAN 9'-0" WALL REINF'G (GROUT (GROUT CELLS SOLID) CELLS SOLID) i r I I ® VERTICAL BARS SAME SEE ARCH. SIZE AS TYPICAL VERT. DRAWINGS FOR WALL REINFORCING C.J. LOCATIONS (GROUT CELLS SOLID) & DETAILS CORNER OPENING/END MASONRY VERTICAL WALL REINFORCING DETAILS NOT TO SCALE CONTROL JOINT �`a1111 Of, /tom t_o c .16 DECEMBER 20227 CHRISTOPHER STERNE 11 Lic. No. 41369 /%AL K SINCLAIR PRATT CAMERON, P.C. W 1630 DONNA DRIVE - SUITE 105 ZVIRGINIA S;2 BEACH, VA 23451-6188 Lu 757.417.0565' 757.417.0568 (fax) z WWW.SPC-ENG.COM 22-0713 ST�ZUCT PRAU W Designed: CDS BIM: SDM N N O N to r N r z O F_ V F_ z O w O LL STARBUCKS®R 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD SOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 PROFESSIONAL CERTIFICATION. I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NO. 35639, EXPIRATION DATE, 5-30-2024. 0 Y rn Q N 0 Y� w z Q LLJ J Z�) 0- J 67 Z U) LL W of � W LULU z O LL Q 0 0LL / I1_ W 000 r W Ooo Lr) r Q = o V--U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: TRASH ENCLOSURE DETAILS SCALE: AS SHOWN SHEET NUMBER: S104 N n U U �I N 0 N >I m L c U c UI u, 0 `m s U IY Y o_ a� c c 0 0 w LO 00 U) Y U 7 U) U 0 J > a) IY c a� U 0 0 a� 3 c `0 U L an z cw 0) LO M N N 0 N N SAW CUT & REMOVE LIMITS OF FLOOR PATCH EXISTING FLOOR (SEE DEMOLITION PLAN) SLAB AS REQUIRED EXISTING CONC. FLOOR SLAB VAPOR BARRIER POROUS FILL SLAB REPAIR DETAIL NOT TO SCALE PROJECTION EMBEDMENT, ANCHOR BOLT ANCHOR BOLT D NOT TO SCALE CONT. 60OS162-54 METAL STUD WITH 2 - #10 TEK SCREWS @ 16" O/C STUDS - SEE PLAN 3 - #10 TEK SCRE @ 16" O/C (TOP / BOTTOM TRACK; #10 TEK SCREW; @ 16" O/C EACH SIDE OF TRACK CONT. 60OT150-4 METAL STUD TRP,. rx PROVIDE NUT & FLAT WASHER TOP OF CONCRETE CONTINUOUS CONCRETE POUR (NO JOINTS) NOTE." ALL ANCHOR BOLTS SHALL BE GRADE 36 AND CONFORM TO ASTM F1554. ETAIL WWF - SEE PLAN REPAIR AREA WITH CONCRETE FLOOR PATCH (MINIMUM 4" THICK SLAB) PROVIDE #4 DOWELS x 12" LONG @ 32" O/C INTO EXISTING SLAB (6" EMBED) - DRILL HOLE AND GROUT DOWELS SOLID WITH EPDXY CEMENT PER MANUFACTURERS INSTRUCTIONS KING STUDS - 0 CONT. 60OT150-54 SEE SCHEDULE METAL TRACK WITH 2 - #10 TEK SCREWS @ 16" O/C EACH SIDE OF TRACK 'C' JOIST SILL SECTION HEADER SECTION AND NOT TO SCALE #10 TEK SCREWS @ 16" O/C EACH SIDE OF TRACK CONT. 60OT150-43 METAL STUD TRACK IN LIEU OF WELDS, CONTRACTOR MAY PROVIDE A 1" WIDE STRAP @ 24" O/C BOTH SIDES WITH #10 TEK SCREWS EACH STUD 'C' JOIST HEADER - SEE SCHEDULE 16 GAGE CLIP ANGLE #10 TEK SCREWS WITH 4 #10 TEK @ 16" O/C EACH SCREWS EACH LEG - SIDE OF TRACK BEARING DETAIL COLUMN - SEE PLAN CENTERLINE OF COLUMN & FOOTING PAINT ALL STRUCTURAL LINE OF FINISH STEEL BELOW GRADE SUBFLOOR OR EXTERIOR WITH TWO (2) COATS OF GRADE AS APPLIES AT BLACK ASPHALTUM EACH COLUMN 1" NON -SHRINK TOP REINFORCING GROUT (IF REQUIRED) < 0 w w w = U U U SEE FOOTING SCHEDULE FOR FOOTING SIZE & REINFORCING COLUMN FOOTING DETAIL NOT TO SCALE CONTRACTOR TO VERIFY EXISTING SIZE AND BOLT SPACING TO SET NEW ANCHOR BOLTS EXISTING TUBE COLUMN 11" x 11" x 3/4" BASE PLATE (VERIFY) 4 - 3/4" 0 ANCHOR BOLTS 9" ANCHOR BOLT EMBEDMENT BASE PLATE DETAIL NOT TO SCALE 'C' JOIST HEADER - SEE SCHEDULE -STIFF CLIP HE(H) WITH 8 - #10 SCREWS @ DRIVE THRU -STIFF CLIP HE(S) WITH 8 - #10 SCREWS @ NEW DOOR 'C' JOIST SILL - SEE SECTION STUDS SEE PLAN STONE CAP - SEE ARCH. DWGS. OIL TOP OF MASONRY ELEV. - SEE ARCH DWGS GROUT ALL REINF'D CELLS SOLID WITH 2000 PSI FINE GROUT 12" CMU INFILL VERT. DOWELS - SEE PLAN 8" CMU z w w NOTE." GROUT ALL CELLS SOLID BELOW ° GRADE WITH 2O00 PSI FINE GROUT SECTION S201 / 3/4" = 1'-0" C.P. BEAM - SEE PLAN C.P. > �� 'SECTION S201 / 3/4" = 1'-0" EXISTING ROOF SHEATHING EXISTING TRUSS CONT. 2 - 2x6 PLATE (P.T.) WITH 2 - 1/2" o @ 2'- 0" O/C (STAGGERED). J COUNTERSINK INTO TOP 2x6 EXISTING FASCIA. REPAIR AS REQUIRED PER ARCH. DWGS. AFTER NEW STEEL IS INSTALLED 3 SECTIO S201 3/4" = 1'-0" N EXISTING KNIFE PLATE BEAM - SEE PLAN STEEL FRAME NOT SHOWN FOR CLARITY EXISTING COLUMN SIMPSON H2.5A HURRICANE CLI ELEV. (MATCH EX.) BEAM - SEE PLAN FOOTING - SEE PLAN AND TYPICALS TOP OF STEEL ELEV. (MATCH EX.) 1111 Of, /t' t_o C .16 DECEMBER 2022 7' CHRISTOPHER STERNE y 11 Lic. No. 41369 oNA� EN N K SINCLAIR PRATT CAMERON, P.C. W 1630 DONNA DRIVE - SUITE 105 zVIRGINIA BEACH, VA 23451-6188 757.417.0565' 757.417.0568 (fax) S;2 t2 z WWW.SPC-ENG.COM 22-0713 STRUCTURAU W Designed: CDS BIM: SDM N N N TOM CO N r z C V VI Z C C LL STARBUCKS®R 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD SOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 N0�/ V T_ rn Q N Y� w z Q LLJ J 0- J v; Z U) wLU of � W LUO z LL Q p O w w LL O OOf Ln 00 Q = D- V- of a- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: FOUNDATION AND FRAMING DETAILS SCALE: AS SHOWN SHEET NUMBER: S201 ABBREVIATIONS AFF ABOVE FINISHED FLOOR AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE BLDG BUILDING CKT CIRCUIT CLG CEILING CM STARBUCKS CONSTRUCTION MANAGER CONST CONSTRUCTION CW COLD WATER CXA COMMISSIONING AGENT DEG DEGREES DL LIGHTS WITHIN DAYLIGHT ZONE DM STARBUCKS DESIGN MANAGER DN DOWN DTL DETAIL DWG(S) DRAWING(S) EA EACH EC ELECTRICAL CONTRACTOR ECP EQUIPMENT CONTROL PAC EG EXHAUST GRILLE ELEC ELECTRICAL EM EMERGENCY EMS ENERGY MANAGEMENT SYSTEM EXIST EXISTING EXT EXTERIOR F&I FURNISH & INSTALL FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER, INSTALLED BY OWNER FLR FLOOR FT FOOT/FEET GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND HR HOUR HVAC HEATING, VENTILATION, AIR CONDITIONING HW HOT WATER LCP LIGHTING CONTROL PANEL LL LANDLORD LS LIGHT SENSOR PHOTOCELL LV LOW VOLTAGE MAX MAXIMUM MC MECHANICAL CONTRACTOR MDP MAIN DISTRIBUTION PANEL MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, AND PLUMBING MFG MANUFACTURER MIN MINIMUM NIL NIGHTLIGHT NITS NOT TO SCALE OCP OVERCURRENT PROTECTION REF REFERENCE REQ('D) REQUIRE(D) REV REVISION SF SQUARE FEET SHT SHEET SPECS SPECIFICATION(S) SST STAINLESS STEEL TEL TELEPHONE TEMP TEMPORARY TYP TYPICAL UC UNDER COUNTER LINO UNLESS NOTED OTHERWISE WH WATER HEATER WP WEATHER PROOF ELECTRICAL SYMBOL LEGEND O JUNCTON BOX RECEPTACLE: DUPLEX SWITCH RECEPTACLE: DUPLEX - TTTT INDIVIDUAL BRANCH CIRCUIT THREE-WAY SWITCH A RECEPTACLE: DUPLEX - N GFCI PROTECTED RECEPTACLE OR GFCI BREAKER REQUIRED $ OS MOTION (OCCUPANCY) WW SENSOR SWITCH # RECEPTACLE: QUAD al SWITCHBACK RECEPTACLE: QUAD - INDIVIDUAL BRANCH CIRCUIT - TELEPHONE ® RECEPTACLE: HIGH VOLTAGE OT THERMOSTAT ® RECEPTACLE: FLOOR DUPLEX O THERMOSTAT SENSOR ®/ RECEPTACLE: FLOOR QUAD y GROUNDING ELECTRODE DIMMER SWITCH CONNECTION ® RECEPTACLE: DATA NIL NIGHTLIGHTING 24HR/DAY PE RACEWAY CONCEALED PHOTOELECTRIC CELL IN CEILING OR WALL. HASH MARKS INDICATE SPEAKER NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE NOTED. ^ TWO WIRES PLUS ^ WIFI ACCESS POINT GROUND IF NO HASH MARKS SHOWN. LONG HASH MARK DENOTES ® RECEPTACLE: CEILING MTD NEUTRAL. GROUND WIRE NOT SHOWN. FIRE ALARM SYSTEM NOTES IF STARBUCKS IS REQUIRED TO PROVIDE A FIRE ALARM AND/OR FIRE ALARM MONITORING AND/OR PHONE LINES FOR A FIRE ALARM, AS SPECIFIED IN THE LEASE AGREEMENT, THE CONTRACTOR IS TO NOTIFY GNOC IMMEDIATELY THAT FIRE ALARM LINES ARE NEEDED. STARBUCKS PREFERRED FIRE ALARM SERVICE PROVIDER, STANLEY, IS TO BE CONTACTED BY THE CONSTRUCTION MANAGER TO INSTALL FIRE ALARM PANEL AND/OR MONITORING SERVICE AS REQUIRED. CARBON MONOXIDE (CO) DETECTOR NOTES COORDINATE INSTALLATION OF CARBON MONOXIDE (CO) DETECTOR DEVICE(S) AND LOW VOLTAGE WIRING WITH STARBUCKS SECURITY VENDOR FOR NEW STORES, RELOCATIONS AND MAJOR RENOVATIONS, IF IN VENDOR SCOPE. VENDOR TO PROVIDE AND INSTALL DEVICE(S) IN BOH AND FOH (AS APPLICABLE PER STARBUCKS STANDARDS). CONTROLS AND OPERATION THE GENERAL CONTRACTOR SHALL CONTACT <INSERT VENDOR NAME> PRIOR TO THE LAST WEEK OF CONSTRUCTION FOR COMMISSIONING.. PROVIDE RACEWAYS WITH PULL STRINGS AND JUNCTION BOXES FOR THERMOSTAT(S) AND SENSOR(S). SET RESTROOM OCCUPANCY SENSOR TO 15 MINUTE 'ON' DURATION IN SINGLE OCCUPANT RESTROOM AND TO 20 MINUTE'ON' DURATION IN MULTI -OCCUPANT RESTROOM UNLESS JURISDICTION REQUIREMENTS STATE OTHERWISE. COORDINATE WITH DRAWINGS AND LCP VENDOR FOR DEVICE LOCATIONS. VENDOR SHALL COMMISSION CONTROLS. THE GENERAL CONTRACTOR IS TO COMPLETE FINAL CONNECTION AFTER DATA RACK AND NETWORK INSTALLATION. THE GENERAL CONTRACTOR IS TO CONTACT LCP VENDOR TO VERIFY SYSTEM OPERATION AND TROUBLESHOOT IF REQUIRED. ENERGY MANAGEMENT SYSTEM (EMS) THE GENERAL CONTRACTOR SHALL INSTALLATION <INSERT LCP PRODUCT> AND <INSERT EMS SYSTEM>. PRIOR TO LAST WEEK OF CONSTRUCTION, IF NEEDED, PROVIDE TEMPORARY THERMOSTATS AND SENSORS, AND ROUTE ALL LOW VOLTAGE WIRING THROUGH EC PROVIDED CONDUITS (COORDINATE WITH ELECTRICAL). PROVIDE RACEWAYS WITH PULL STRINGS AND JUNCTION BOXES FOR THERMOSTAT(S) AND SENSOR(S). SET RESTROOM OCCUPANCY SENSOR TO 15 MINUTE 'ON' DURATION IN SINGLE OCCUPANT RESTROOM AND TO 20 MINUTE'ON' DURATION IN MULTI -OCCUPANT RESTROOM UNLESS JURISDICTION REQUIREMENTS STATE OTHERWISE. COORDINATE WITH DRAWINGS AND LCP VENDOR FOR DEVICE LOCATIONS. VENDOR SHALL COMMISSION CONTROLS. THE GENERAL CONTRACTOR IS TO COMPLETE FINAL CONNECTION AFTER DATA RACK AND NETWORK INSTALLATION. THE GENERAL CONTRACTOR IS TO CONTACT LCP VENDOR TO VERIFY SYSTEM OPERATION AND TROUBLESHOOT IF REQUIRED. SYSTEM COMMISSIONING CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: 1) SUPPORT STARBUCKS COMMISSIONING AGENT (CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES; 2) PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS CXA; 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND SUBMIT REPORTS. CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: A. SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE, BUT ARE NOT LIMITED TO DOMESTIC HOT WATER GENERATION, HVAC SYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS, LIGHTING CONTROLS, AIR CURTAINS, BUILT-IN REFRIGERATION EQUIPMENT, AND RENEWABLE ENERGY SYSTEMS. B. CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM IN THE SCHEDULE OF VALUES. C. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE, AND ACCESSIBLE TO STARBUCKS CXA FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION VERIFICATION. D. INSTALLATION VERIFICATION SHALL BE PERFORMED BY STARBUCKS CXA. CONTRACTOR SHALL SUPPORT STARBUCKS CXA INSTALLATION VERIFICATION EFFORTS AS NECESSARY. PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FOR STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS INSTALLED CORRECTLY. E. CONTRACTOR SHALL BE READILY AVAILABLE DURING INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR DEFECTS DISCLOSED BY THE INSTALLATION VERIFICATION PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. F. ALL HVAC, EXHAUST FAN, AND AIR CURTAIN EQUIPMENT SHALL BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR'S TESTING, ADJUSTING AND BALANCE AGENT(SEE TESTING, ADJUSTING AND BALANCING) AFTER THE SYSTEM IS VERIFIED TO BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN ACCORDANCE WITH THE REQUIREMENTS OF THESE DOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE PLANS AND PROJECT MANUAL. SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN TESTING AND AIR BALANCE REPORT CONFORMING TO THE REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THE INFORMATION SPECIFIED, ETC. TO THE STARBUCKS CXA IMMEDIATELY UPON COMPLETION OF THE WORK. G. CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL PERFORMANCE TESTING PRIOR TO STARTING TESTING. CONTRACTOR SHALL OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY DEMONSTRATION THE CORRECT OPERATION OF EQUIPMENT, RESPONSE OF SENSORS, AND PROPER EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES; INCLUDING BUT NOT LIMITED TO, AIR MOVEMENT, TEMPERATURE, SOUND, AND CONTROL RESPONSE. PROVIDE ANY SECURITY ACCESS, HARDWARE, SOFTWARE, OR OTHER SUPPORT AS NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS AND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA WILL RECORD THE EQUIPMENT OPERATION AND RESPONSE TO TESTING SEQUENCES AND PREPARE A LIST OF ANY DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR CORRECTION BY THE CONTRACTOR. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, AIR HANDLING UNITS, ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS, LIGHTING CONTROLS, ETC. DELIVERABLES: PROVIDE COMPLETED COPIES OF ALL START UP REPORTS, FILLED OUT ON THE MANUFACTURER'S FORMS, TO THE STARBUCKS CXA. H. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. 1. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE- TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING ANY AND ALL RE -TESTING. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TEST RESULTS. J. CONSTRUCTION AND POST CONSTRUCTION TESTING: ADDITIONAL TESTING MAY BE REQUIRED AND OTHER PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT, DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY STARBUCKS CXA. SECURITY SYSTEM NOTES STARBUCKS CONTRACTS DIRECTLY WITH SECURITY VENDOR TO SUPPLY AND INSTALL THE SECURITY SYSTEM. CONTRACTOR TO SCHEDULE INSTALLATION OF SECURITY SYSTEM FOR FOUR (4) TIMES; 1. MEET TO PLAN SECURITY CABLE PULL WITH SECURITY CABLE INSTALLER PRIOR TO DRYWALL INSTALLATION. 2. SECURITY CABLE INSTALLER PULLS SECURITY CABLES, MOUNTS PANEL, KEYPAD AND SENSORS. 3. SECURITY EQUIPMENT INSTALL OF CAMERA, NVR AND MONITOR. 4. SECURITY MONITORING COMPANY TO BRING SYSTEM ONLINE AND TRAIN PARTNERS AFTER POS INSTALL. SECURITY VENDOR REQUIRES A MINIMUM TWO (2) WEEKS LEAD TIME FOR EACH INSTALLATION. SECURITY VENDOR WILL COORDINATE REGIONAL INSTALLERS. ALL ADDITIONAL EXPENSES INCURRED DUE TO THE CONTRACTOR'S FAILURE TO SCHEDULE ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. TELEPHONE SYSTEM NOTES IF ADDITIONAL TELEPHONE LINES ARE REQUIRED BEYOND THE STANDARD SINGLE LINE (SUCH AS FOR A FIRE ALARM) THE GENERAL CONTRACTOR SHALL CONTACT THE STARBUCKS CONSTRUCTION MANAGER PRIOR TO BEGINNING CONSTRUCTION TO ORDER THE ADDITIONAL TELEPHONE LINE(S). REPORT ANY TELEPHONE INSTALLATION ISSUES IMMEDIATELY TO THE STARBUCKS CONSTRUCTION MANAGER. CONFIRM PRIOR TO BEGINNING CONSTRUCTION THAT THERE ARE EXISTING, WORKING TELCO FACILITIES TO THE BUILDING OR THAT LANDLORD HAS FURNISHED AND INSTALLED ONE (1) 2" (51MM) MIN. (ENTRANCE) CONDUIT INCLUDING PULL STRING FROM TELCO STREET FEED LINE TO THE BUILDING AS IDENTIFIED BY THE PHONE COMPANY. NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF FACILITIES OR CONDUIT AND PULL STRING ARE NOT INSTALLED. GENERAL CONTRACTOR IS TO ENSURE THAT THERE IS A 2" (51 MM) MIN. CONDUIT WITH PULL STRING FROM THE DATA RACK TO THE DEMARC (TELCO TO CUSTOMER HAND OFF EQUIPMENT) WHEN THE DEMARC IS MORE THAN 1 O' FROM THE DATA RACK. DISTANCES LESS THAN IY WILL NOT REQUIRE CONDUIT. PROVIDE A 3-POSITION GROUND LUG, GROUNDED WITH #6 AWG GROUND WIRE, IF REQUIRED BY TELEPHONE COMPANY. ALL TELEPHONE/NETWORK CABLING IS THE SCOPE OF WORK OF THE TELEPHONE/NETWORK CABLING VENDOR. POS \ DATA LINE NOTES STARBUCKS CONTRACTS DIRECTLY WITH THE DATA CABLING VENDOR TO SUPPLY AND INSTALL CATEGORY 5e (CAT5e) LAN CABLE AND CONNECTORS FOR THE POINT OF SALE (POS) SYSTEMS. CONTRACTOR TO SCHEDULE INSTALLATION OF DATA CABLING WITH DATA CABLING VENDOR. DATA CABLING VENDOR REQUIRES A LEAD TIME FOR INSTALLATION. DATA CABLING VENDOR WILL COORDINATE REGIONAL INSTALLERS. AT THE START OF CONSTRUCTION, STARBUCKS CONSTRUCTION MANAGER SCHEDULES DELIVERY OF CASH REGISTER/MANAGER'S WORKSTATION EQUIPMENT AND INSTALLATION BY A POS INSTALL TECHNICIAN FOR ONE (1) MONTH PRIOR TO STORE OPEN. CONTRACTOR TO VERIFY DELIVERY SCHEDULE TWO (2) WEEKS PRIOR TO DELIVERY AND INSTALLATION DATE. EQUIPMENT IS SHIPPED DIRECTLY TO THE STORE. CONTRACTOR TO ACCEPT POS EQUIPMENT DELIVERY. DO NOT REFUSE DELIVERY. DATA CABLING TECHNICIAN TO PROVIDE ALL CAT5e LAN CABLING AND NNE M ALL DESIGNED AND F H CONNECTORS FROM I FUTURE REGISTER CCOO SG UU S LOCATIONS, MANAGER'S WORKSTATION, ALL OTHER NETWORKED EQUIPMENT (CUP LABELERS, CLOVER, BUMP BAR, ETC...) AND WIRELESS ACCESS POINT TO THE DATA RACK AREA. CONTRACTOR IS TO HAVE CONDUIT WITH PULL STRING IN PLACE FOR ALL CABLE RUNS PRIOR TO CABLE INSTALL DATE. STARBUCKS NEW STORE GROUP IS RESPONSIBLE FOR COORDINATING STARBUCKS POS SYSTEMS DELIVERY AND INSTALLATION WITH THE POS VENDOR. THIS GROUP MAY BE CONTACTED AT: NEWSTORES@STARBUCKS.COM. COMMUNICATION SYSTEM NOTES CONFIRM PRIOR TO BEGINNING CONSTRUCTION THAT THE LANDLORD HAS FURNISHED AND INSTALLED ONE (1) ADDITIONAL 2" (51MM) (ENTRANCE) CONDUIT INCLUDING PULL STRING (FOR A TOTAL OF TWO (2)) FROM THE STREET FEED TO THE BUILDING AS IDENTIFIED BY THE INTERNET SERVICE PROVIDER. WIRELESS NETWORK NOTES CABLING FOR INTERNET SERVICE SHALL BE FURNISHED AND INSTALLED BY THE VENDOR FOR FIBER OR BROADBAND CONNECTIONS. T1 AND ETHERNET EXTENSION CABLING IS PROVIDED BY THE STARBUCKS (TELEPHONE/ NETWORK) CABLING VENDOR. COORDINATE WITH STARBUCKS. MUSIC SYSTEM NOTES MOUNT OWNER FURNISHED SPEAKERS WHERE SHOWN ON INTERIOR REFLECTED CEILING PLANS AND IN COORDINATION WITH ALL PLANS, DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS. INSTALL AND CONNECT OWNER FURNISHED WIRING SYSTEM BETWEEN ALL SPEAKERS AND THE OWNER PROVIDED MUSIC SYSTEM. SET WATTAGE TAP ON EACH SPEAKER'S ROTARY SWITCH PER TAP SETTINGS NOTED ON PLANS. GENERAL ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. DO NOT SCALE DISTANCES OFF THE ELECTRICAL DRAWINGS; USE ACTUAL BUILDING DIMENSIONS. OVERALL CASEWORK COMPONENT DIMENSIONING ON ELECTRICAL DETAILS ARE SHOWN FOR REFERENCE AND COORDINATION ONLY. SEE PROJECT MANUAL. 2. ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. BALANCE ALL BRANCH CIRCUIT LOADS BETWEEN THE PHASES OF THE SYSTEM WITHIN 10% OF THE HIGHEST PHASE LOAD IN EACH PANEL BOARD. 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DE - ENERGIZING CIRCUITS IN DEMOLITION AREAS TO INSURE A SAFE CONDITION. ELECTRICAL DEVICES AND ASSOCIATED WIRING LOCATED WITHIN THE DEMOLITION AREA THAT WILL NO LONGER BE USED SHALL BE REMOVED AND PROPERLY DISPOSED OF AT CONTRACTORS EXPENSE UNLESS OTHERWISE NOTED. 4. THE ELECTRICAL CONTRACTOR SHALL SCHEDULE ALL ELECTRICAL SYSTEM OUTAGES WITH THE GENERAL CONTRACTOR AND LANDLORD AT LEAST 24 HOURS IN ADVANCE. UNLESS APPROVED OTHERWISE ALL OUTAGES SHALL OCCUR BETWEEN 11:OOPM AND 5:OOAM. 5. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CONDUIT AND J-BOXES TO SUPPORT A COMPLETE SECURITY, PHONE, POS AND DATA SYSTEMS. SEE MANAGER WORKSTATION AND BAR POINT OF SALE (POS) POWER/TELECOM/SECURITY DIAGRAM. COORDINATE ALL DEVICE LOCATIONS AND MOUNTING HEIGHTS WITH SECURITY VENDOR PRIOR TO ROUGH -IN. PROVIDE END -TO -END PULL STRINGS IN ALL CONDUITS. LABEL EACH END OF THE PULL STRING WITH CONDUIT SYSTEM ("SECURITY") AND DESTINATION ("CAFE", "FRONT BAR", ETC.). PROVIDE INSULATED BUSHINGS ON ALL STUBBED -UP AND EXPOSED CONDUIT ENDS. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF WORK. 7. EXPOSED/SURFACE MOUNTED CONDUITS SHALL ONLY BE ALLOWED WHERE NECESSARY IN EXPOSED CEILING AREAS. IF CONDUITS NEED TO BE SURFACE MOUNTED TO WALLS, COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER FOR APPROVAL. 8. VERIFY LOCATION OF ALL OUTLETS AND SWITCHES WITH ARCHITECTURAL DRAWINGS, INTERIOR DETAILS, FINISH SCHEDULES, GENERAL CONTRACTOR, EQUIPMENT VENDORS, STARBUCKS AND EXISTING SITE CONDITIONS. VERIFY FINAL DOOR HINGE LOCATION PRIOR TO SWITCH INSTALLATION AND ADJUST SWITCH LOCATION IF NEEDED. DO NOT MOUNT RECEPTACLES/SWITCHES IN LOCATIONS THAT WOULD CONFLICT WITH MIRRORS, SEAMS OF WALLS, WAINSCOTS, TILE TRANSITIONS, ETC... GENERAL NOTES SCOPE THE INTENT OF THE DRAWINGS AND PROJECT MANUAL IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE ELECTRICAL WORK. SITE EXAMINATION THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, CONDUIT AND WIRING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE ELECTRICAL WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF CSA, ULC, NEC, ASTM, UL, ETL, NEMA, ANSI, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE CODES, THE HIGHEST STANDARD SHALL APPLY. ELECTRICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. PERMITS AND FEES THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE ELECTRICAL WORK. WARRANTY THE ELECTRICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. LANDLORD REQUIREMENTS PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH LANDLORD / BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS. IF LANDLORD / BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS AND ADHERE TO THEM. WHERE LANDLORD / BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE ENGINEER). LANDLORD / BUILDING OWNER REQUIREMENTS SHALL GOVERN. N N 40 N \ r N r STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q �c> pARRELL CASE _ Lw. No. 031105 i OweO< S S I O 12/16/%2 NAL r LL_ Q N N Y > W Z <w U) Z U) W LU W < O � 0 z LL a p O ULn U �10� LLJ r LU LO Q 2 IY OD o o U STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev I Date SHEET TITLE: ELECTRICAL OUTLINE SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER: E001 EGRESS LIGHTING NOTES A. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED INTERNALLY ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CHAPTER 27. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTIONS 1011.6.1 AND 1011.6.3 RESPECTIVELY. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX). (1011.3) B. ANYTIME A BUILDING OR A PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL. (1006) C. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISE'S ELECTRICAL SUPPLY, IN THE EVENT OF POWER SUPPLY FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM FOR THE FOLLOWING AREAS. (1006.3): 1) AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. 2) CORRIDORS, INTERIOR EXIT STAIRWAYS & RAMPS AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 3) EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 4) INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1 IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 5) EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6 EXIT DISCHARGE DOORWAYS IN BUILDING REQUIRED TO HAVE TWO OR MORE EXITS. D. THE EMERGENCY POWER SYSTEM SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM WHICH IS TO PROVIDE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 1 1/2 HOUR IN CASE OF PRIMARY POWER LOSS. CONTINUED ILLUMINATION IS TO BE PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR AND THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 27. (1006.3) E. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. A MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATION OF 40:1 SHALL NOT BE EXCEEDED. (1008.1.9.3) N N 40 N r N qrm STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates. Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q c> DARRELL CASE i Lac. No. 031105 12/1%6o2eSSIONALS4o� LL Q N N Y > W Z <w D LLI > U) Lu w � LU w O ~ o�� z LL Q O O ULn U LL� LLJ r LU LO Q � CD = o o U STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date I By Description SHEET TITLE: ELECTRICAL OUTLINE SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER: E002 �( COMcheck Software Version 4.1.5.3 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: 1815 Fortune Park Rd. Charlottesville, VA 22911 Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Reduced Lighting Power, 1.0 credit Allowed Interior Lighting Power 2018 IECC Starbucks-1815 Fortune Park Rd. New Construction Owner/Agent: A Area Category Designer/Contractor: Case Engineering Inc. 769 Merus Court Fenton, MO 63026 B C D Floor Area Allowed Allowed Watts (f:2) Watts / tt2 (B X C) 1-Dining: Bar Lounge/Leisure 3155 0.81 2556 Total Allowed Watts = 2556 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-Dining7 Bar Lounge/Leisure LED 1: X21771: Recessed Can: Other: 1 83 12 996 LED 2: 20739: Wall Sconce: Other: 1 2 13 26 LED 3: 21783: 2'x4' Lay -in: Other: 1 15 36 540 LED 4: 22400: LED tape light, 2.65W/ft: Other: 1 3 26 80 Track lighting 1: Wattage based on current limiting device capacity 0 0 480 480 Total Proposed Watts = 2122 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Starbucks - 1815 Fortune Park Rd. Data filename: N:\2022\Soos\SOO-VA-17-22 Fortune Park, VA\Comcheck.cck COMcheck Software Version 4.1.5.3 Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requ requirement, the user certifies that a code requirement will be met and how that is documel is being claimed. Where compliance is itemized in a separate table, a reference to that table & Req.ID -103.2 PR4]1 Plan Review I Complies? Comments/As Plans, specifications, and/or LJComplies Requirement will be met. calculations provide all information ❑Does Not with which compliance can be ❑Not Observable; determined for the interior lighting ❑Not Applicable', and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. C406 Plans, specifications, and/or [PR9]1 calculations provide all information with which compliance can be determined for the additional energy Additional Comments/Assumptions: s Not Observable Applicable Requirement will be met. 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 Low Impact (Ti Report date: 12/05/22 Project Title: Starbucks - 1815 Fortune Park Rd. Page 1 of 6 Data filename: N:\2022\Soos\SOO-VA-17-22 Fortune Park, VA\Comcheck.cck Section # Rough -in Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.23, Daylight zones provided with ❑Complies Exception: Sidelit zones on first floor in Group A-2 and M C405.23. individual controls that control the ❑Does Not occupancies. 1, lights independent of general area ! ❑Not Observable C405.23. lighting. See code section C405.23 ❑Not 2 Daylight -responsive controls for Applicable [EL2312 applicable spaces, C405.2.3.1 Daylight, responsive control function and section C405.2.3.2 Sidelit zone. C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL26]1 specific uses installed per approved ❑Does Not', lighting plans. ❑Not Observable,, ❑Not Applicable C405.2.4 Additional interior lighting power ❑Complies Requirement will be met. [EL27]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable automatically controlled and ❑Not Applicable separated from general lighting. C405.3 Exit signs do not exceed 5 watts per ❑Complies Requirement will be met. [EL6]1 face. ❑Does Not ❑Not Observable ❑Not Applicable C405.6 Low -voltage dry -type distribution ❑Complies Exception: Requirement does not apply. [EL26]2 electric transformers meet the ❑Does Not minimum efficiency requirements of ❑Not Observable; Table C405.6. ❑Not Applicable C405.7 Electric motors meet the minimum ❑Complies ; Exception: Requirement does not apply. [EL27]2 efficiency requirements of Tables ❑Does Not C405.7(1) through C405.7(4). Efficiency verified through certification ❑Not Observable under an approved certification ❑Not Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer (where certification programs do not exist). C405.8.2, Escalators and moving walks comply ❑Complies Exception: Requirement does not apply. C405.8.2. with ASME A17.1/CSA B44 and have ❑Does Not 1 automatic controls configured to ❑Not Observable', [EL28]2 reduce speed to the minimum Applicable permitted speed in accordance with '❑Not ASME A17.1/CSA B44 or applicable local code when not conveying passengers. C405.9 Total voltage drop across the❑Complies Requirement will be met. [EL29I2 combination of feeders and branch ;❑Does Not circuits <= 5%. ;❑Not Observable; j❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) IN Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Starbucks - 1815 Fortune Park Rd. U Report date: 12/05/22 Data filename: N:\2022\Soos\SOO-VA-17-22 Fortune Park, VA\Comcheck.cck Page 4 of 6 L Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&M instructions for ;❑Complies Requirement will be met. C408.2.5. systems and equipment to the :❑Does Not 2 building owner or designated ;[]Not Observable [FI17]3 representative. ❑Not Applicable ; C405.4.1 Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI1811 lighting power is consistent with what :❑Does Not is shown on the approved lighting :❑Not Observable plans, demonstrating proposed watts Iare less than or equal to allowed ;❑Not Applicable ; watts. C408.1.1 ',Building operations and maintenance ;❑Complies ;Requirement will be met. [F15711 I documents will be provided to the :❑Does Not owner. Documents will cover❑Not information, Observable manufacturers' !specifications, programming �❑NotA Applicable pP procedures and means of illustrating to owner how building, equipment and ; I systems are intended to be installed, !maintained, and operated. C408.2.5. Furnished as -built drawings for ;❑Complies ;Requirement will be met. 1 electric power systems within 90 days :❑Does Not [FI1613 of system acceptance. ;❑Not Observable ❑Not Applicable C408.3 Lighting systems have been tested to '❑Complies ;Requirement will be met. [FI33]1 lensure proper calibration, adjustment, :❑Does Not programming, and operation. :[-]Not Observable: ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) IF Medium Impact (Tier 2) 13 IlLow Impact (Tier 3) Project Title: Starbucks - 1815 Fortune Park Rd. Data filename: N:\2022\Soos\SOO-VA-17-22 Fortune Park, VA\Comcheck.cck Report date: 12/0522 Project Title: Starbucks - 1815 Fortune Park Rd. Page 5 of 6 Data filename: N:\2022\Soos\SOO-VA-17-22 Fortune Park, VA\Comcheck.cck Report date: 12/05/22 Page 6 of 6 W O LL STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q c> DARRELL o.0CASE Llc. e. 031105 N_ 12/16/02eSS7pNAL�Io< LL Q N N Y > W Z <w D� LLI to z LU LL U) W LLJ W O � 0 n/ Z LL Q O O ULn U �� � � LO Q tY rl� CD = a a U STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date I By Description SHEET TITLE: ENERGY CODE CALCULATIONS SCALE: AS SHOWN SHEET NUMBER: E003 P_ I1446"42'45"E y o 35.87' eeee m I / I/ e I / /I Y X0003 I / I / I / I I / I / I / (PARTIAL) / AA19f�1 IS1140911 C7 2 3 5 S X0002 J A-7 A-22 SI 12254a --- -- ------ 71—. (n'P) e 6 10 — cn V (PARTIAL) A-19 _ n SITE ELECTRICAL AND DRIVE THRU PLAN scale: 1/16" = 1'-0.1 111 C� Sheet Notes 1. GC SHALL VERIFY FULL SCOPE OF WORK WITH LANDLORD WORK LETTER PRIOR TO BID. NO EXTRAS OR CHANGE ORDERS SHALL BE GIVEN FOR THE GC'S FAILURE TO FULLY UNDERSTAND SCOPE. 2. COORDINATE ALL CONDUIT ROUTING WITH ARCHITECTURAL AND CIVIL PLANS, AND OTHER TRADES. 3. SIGN LOCATIONS ON THIS PLAN ARE FOR REFERENCE ONLY, ACTUAL LOCATIONS SHALL BE DETERMINED FROM THE ARCHITECTURAL AND CIVIL PLANS, AND THE CONSTRUCTION MANAGER. © 2017 STARBUCKS COFFEE COMPANY 4. E.0 SHALL PROVIDE MIN. #10 CU CONDUCTORS FOR ALL CIRCUITS NOTED ON SITE PLAN. STA R B U C KSD 2401 UTAH AVENUE SOUTH El KEYED NOTES SEATTLE, WASHINGTON 98134 (206) 318-1575 ❑1 EXISTING, WEATHERPROOF JUNCTION BOX, (1) 1" PVC CONDUIT FOR POWER CONNECTION TO MENU SIGN OR PRE -MENU SIGN AND (1) 1- PVC CONDUIT WITH PULL THESE DRAWINGS AND THE PROJECT MANUAL STRING CONTINUOUS TO TELEPHONE BOARD FOR DATA ARE CONFIDENTIAL AND SHALL REMAIN THE CONNECTION. VERIFY ALL ELECTRICAL REQUIREMENTS WITH SOLE PROPERTY OF STARBUCKS MANUFACTURER PRIOR TO ROUGH -IN. PROVIDE CONDUCTORS CORPORATION, WHICH IS THE OWNER OF THE AND OVERCURRENT PROTECTION FOR A COMPLETE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE INSTALLATION. REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER 2 E.C. TO PROVIDE ALL POWER, CONNECTIONS, INSTALLATION, ON OTHER PROJECTS OR EXTENSIONS TO THIS ETC. IN EXISTING CONDUIT. VERIFY EXACT SCOPE OF PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. WORK REGARDING SIGNAGE FOR DRIVE-THRU WITH THESE DRAWINGS AND SPECIFICATIONS ARE LANDLORD, ARCHITECTURAL SITE PLANS PRIOR TO ANY BID. INTENDED TO EXPRESS DESIGN INTENT FOR A �3 CIRCUIT SERVING THIS DEVICE SHALL BE CONTROLLED BY PROTOTYPICAL STARBUCKS STORE (WHICH IS LIGHTING CONTROL SYSTEM. PROVIDE ALL CONDUIT, WIRE, SUBJECT TO CHANGE AT ANYTIME) AND DO NOT CONNECTIONS, AND CONTACTORS NECESSARY TO ENSURE REFLECT ACTUAL SITE CONDITIONS. NEITHER A FUNCTIONAL SYSTEM VIA THE LIGHTING CONTROL PANEL. PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY THE OTHER (EXCEPT STATED REFER TO DETAILS SHEET E-501 FOR ADDITIONAL ABOVE) UNTIL L A WRITTEN AGREEMENT IS FULLY INFORMATION. EXECUTED BY BOTH PARTIES. ® EXISTING WEATHERPROOF JUNCTION BOX, (1) 1" PVC CONDUIT FOR POWER CONNECTION TO SPEAKER POST AND STARBUCKS TEMPLATE VERSION i2021-01-22 (2) 1" PVC CONDUITS WITH PULL STRING CONTINUOUS TO DRIVE THRU WINDOW COMMUNICATIONS AREA AND ARCHITECT OF RECORD MANAGERS'S WORKSTATION DATA RACK FOR DATA/AUDIO CONNECTIONS. VERIFY ALL ELECTRICAL REQUIREMENTS WITH AS O O SO C IAT E S MANUFACTURER PRIOR TO ROUGH -IN. PROVIDE Soos & Associates, Inc. CONDUCTORS AND OVERCURRENT PROTECTION FOR A N 105 Schelter Road COMPLETE INSTALLATION. N Lincolnshire, IL 60069 SIGNAGE LOCATION SHOWN FOR ELECTRICAL PURPOSES N p: 847 821 7667 ONLY. REFERENCE ARCHITECTURAL OVERALL SITE PLAN � FOR EXACT SIGNAGE LOCATIONS. FIELD VERIFY LOCATIONS to PRIOR TO STUB -UP. r © ALL LIGHTING SHALL BE CIRCUITED THROUGH THE TIME N CASE SWITCH. REFER TO DETAIL ON SHEET E-501 FOR ADDITIONAL INFORMATION. r Engineering Inc. �7 EXISTING, (1) 1" PVC CONDUIT FOR POWER CONNECTION TO DIGITAL ORDER SCREEN (DOS) LOCATION. EC SHALL 796 Menus Court T 636.349.1600 VERIFY ALL DOS REQUIREMENTS AND LOCATION WITH St. Louis, MO63026 F636.349.1730 ARCHITECTURAL DRAWINGS AND EQUIPMENT SPECIFICATIONS. z CERTIFICATE OF AUTHORITY NO.407007501 PROVIDE CONDUCTORS AND OVERCURRENT PROTECTION FOR A COMPLETE INSTALLATION. O o `.R1 ® NOT USED.�vTx �g PROVIDE NEW DT VEHICLE LOOP DETECTOR FOR DRIVE �o Z THRU USE. VERIFY SCOPE OF WORK PRIOR TO BID. CASE 10 VERIFY ANY EXISTING PARKING LOT LIGHTING TO REMAIN DARRELL _ Q ZA LK.Ne.031105 4rK COORDINATEAND PROVIDE CIRCUITS * CONTROLS TOCOORD COORDINATE WITH TENANT'S NEW LIGHTING ��//�� aroNAve CONTROL SYSTEM VERIFY EXISTING CONDITIONS. fn 12/16/2 � 11 VERIFY EXISTING TRANSFORMER LOCATION. PROVIDE NEW N SECONDARY CONDUCTORS UP TO EXISTING METER LOCATION. O N th ... UNDERSLAB CONNECTIONS TO THE BUILDING. V O LL w0 z IL W L0 000 o' LL. Q Y > d W LU U) z �LLJ Lu o Q00 0 LL W LO Q 0 O = o_ C>D o - U STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date I By Description SHEET TITLE: SITE ELECTRICAL PLAN SCALE: AS SHOWN SHEET NUMBER: E004 1518E on T N 1 P0WER PLAN 1 n EF 1 0 r 15 AA16 f� PANEL I J, PANEL 'A' PANEL 'B' AHU AHU PANEL 'MDP' 4 3 0 A-10 0 13 0 —B-16U �,AA 17 15 AH 2 A-21� 18 � WP F cu � � 4 CU El SHEET NOTES ❑1 DISHWASHER: COORDINATE REQUIREMENTS WITH EQUIPMENT MANUFACTURER. ❑2 REFRIGERATOR AND/OR FREEZER: PROVIDE RECEPTACLE AT 84" AFF. OR AS DIRECTED BY G.C. ICE MACHINE (REMOTE): E.0 SHALL INSTALL UNIT PER ALL MANUFACTURER RECOMMENDATIONS. PROVIDE NEMA 4X STAINLESS STEEL, 30A, 2-POLE, NF DISCONNECT SWITCH. COORDINATE WORK WITH PLUMBING CONTRACTOR. VERIFY EXACT SCOPE OF WORK PRIOR TO ROUGH -IN. ® PASTRY CASE: PROVIDE 120/208V, 1PH, 20A RECEPTACLE, CSA 14-20R, MODEL "HUBBELL• HBL 8410 OR APPROVED EQUAL TO SIDE OF CASE AT 9" AFF. POWER SUPPLY SHALL BE 3 #12AWG AND 1#12G AWG IN 3/4" CONDUIT. 0 CONVENIENCE RECEPTACLES. © RECIRCULATION PUMPS: COORDINATE LOCATION OF RECIRCULATION PUMPS WITH PLUMBING CONTRACTOR. PROVIDE POWER AT 96" A.F.F. OR AS DIRECTED BY G.C. VERIFY SCOPE OF WORK PRIOR TO BID. Q COMMUNITY TABLE: PROVIDE (1) UNDER SLAB POWER SUPPLY TO 4X4 J-BOX IN FLOOR FOR POWER TO SEATING OUTLETS. SEE ARCH. PENETRATION DRAWINGS FOR EXACT LOCATION. COORDINATE REQUIREMENTS WITH CASEWORK VENDOR. ® MANAGER'S WORKSTATION: PROVIDE ELECTRICAL DEVICES AS INDICATED IN MANAGER WORKSTATION AND BAR POS POWER/ TELECOM/SECURITY ELEVATION ON SHEET E-501. 0 COORDINATE INSTALLATION OF EXHAUST FANS WITH MECHANICAL CONTRACTOR. PROVIDE 20A, SINGLE POLE DISCONNECT SWITCH TO EACH AND #12 CONDUCTORS. 10 ALARM KEYPAD AND EMERGENCY CALL PHONE: MOUNT AT 54" AFF. ROUTE CONDUIT IN WALL FROM J- BOX AND STUB UP ABOVE CEILING. 11 COORDINATE WITH MECHANICAL CONTRACTOR FOR INSTALLATION OF NEW CONDENSING UNITS, CU-1 THRU CU-4. PROVIDE EACH WITH (1) 60A, 208V, 3PH, FUSE TYPE, NEMA 3R DISCONNECT SWITCH WITH 35A FUSES, WITH (3) #8 CU. (1) #10 CU GND. IN 3/4" CONDUIT. PROVIDE (1) LOCAL CONVENIENCE WORK RECEPTACLE NEAR TO UNITS. 12 E.C. TO COORDINATE INSTALLATION OF ELECTRIC WATER HEATER. WITH PLUMBING CONTRACTOR PRIOR TO ROUGH -IN AND INSTALLATION. PROVIDE (3) #3 CU, (1) #8 CU GND. IN 1-1/4" CONDUIT AND 100A, 208V, 3-POLE, NF, NEMA 4X DISCONNECT SWITCH. 13 COORDINATE WITH MECHANICAL CONTRACTOR FOR INSTALLATION OF NEW AIR HANDLER UNITS, AHU-1 THRU AHU-4. PROVIDE EACH WITH (1) 60A, 208V, 3-POLE, FUSE TYPE, NEMA 3R DISCONNECT SWITCH WITH 50A FUSES, WITH (3) #8 CU, (1) #10 CU GND. IN 3/4" CONDUIT. 14 E.C. TO PROVIDE GFCI RECEPTACLES IN RESTROOMS AT 48" A.F.F. OR AS DIRECTED BY G.C. VERIFY LOCATION PRIOR TO ROUGH -IN. 15 EC TO PROVIDE FINAL ELECTRICAL CONNECTION TO HAND DRYER. COORDINATE OUTLET MOUNTING HEIGHT WITH ARCHITECTURAL PLANS PRIOR TO ROUGH -IN. 16 WATER FILL STATION: E.C. TO PROVIDE AT 48" A.F.F. AND GFCI RECEPTACLE AT CONVENIENCE GFCI RECEPTACLE 24" A.F.F., AND DATA RECEPTACLE AT 24" A.F.F. FOR CONNECTION TO INSTA-HOT TAP DEVICE. COORDINATE INSTALLATION WITH G.C. AND PLUMBING O CONTRACTOR. VERIFY LOCATIONS PRIOR TO ROUGH -IN. 17 NOT USED. 18 CONVENIENCE RECEPTACLE INSTALLED AT 26" A.F.F. VERIFY LOCATIONS WITH OWNER. C7 C-) r-ilw- LECTRICAL DESIGN NOTES A. PROVIDE A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. B. ELECTRICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. C. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. D. REFER TO DETAIL SHEETS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL DEVICES. E. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL VOLTAGE REQUIREMENTS ON ALL EQUIPMENT AND PROVIDING BUCK -BOOST TRANSFORMERS AS MAY BE NEEDED FOR THE PROPER OPERATION OF EQUIPMENT. ALL ARE NOT NECESSARILY INDICATED. F. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH PLUMBING AND HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) CONTRACTORS FOR ANY ADDITIONAL EQUIPMENT NEEDING POWER. G. ALL FUTURE EQUIPMENT NEEDED HEREIN SHALL BE PROVIDED WITH AN APPROPRIATE RECEPTACLE AND FULLY WIRED. EVEN IF NOT SPECIFICALLY INDICATED. H. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) BREAKERS SHALL BE UTILIZED WHERE REQUIRED BY CODE AND AT ANY FLOOR BOXES. WHERE A GFCI CANNOT BE PROVIDED, A GFCI RECEPTACLE WHERE ACCESSIBLE, OR AN ACCESSIBLE DEAD FRONT GFCI DEVICE SHALL BE PROVIDED. PROVIDE DEDICATED NEUTRAL WIRE FOR ALL THESE CIRCUITS. I. ALL WORK ON HVAC SYSTEMS, EXHAUST SYSTEMS, MECHANICAL DEVICES, ETC. SHALL BE COORDINATED WITH MECHANICAL CONTRACTOR. ALL EXISTING EQUIPMENT SHALL BE FIELD SURVEYED PRIOR TO ANY BID. J. EQUIPMENT REQUIRES CONNECTION TO THE BUILDING ELECTRICAL SYSTEM. PROVIDE ALL NECESSARY CONDUIT, WIRE, CONNECTIONS, RECEPTACLES AND OVERCURRENT PROTECTION NECESSARY TO ENSURE THE EQUIPMENT FUNCTIONED PROPERLY AND COMPLIES WITH ALL APPLICABLE LOCAL AND NATIONAL CODES. COORDINATE EQUIPMENT REQUIREMENTS WITH MANUFACTURER CUT SHEET PRIOR TO ROUGH -IN. K. ALL BACK BAR AND FRONT BAR J-BOXES AND OUTLETS SHALL BE SURFACE MOUNTED. PROVIDE CONDUITS AS NEEDED AND (1) ADDITIONAL SPARE CONDUIT BETWEEN ALL J-BOXES FOR FUTURE ELECTRICAL REQUIREMENTS. ALL J-BOXES SHALL BE POSITIONED TO AVOID OBSTRUCTION OF ANY EQUIPMENT SUCH AS REFRIGERATORS AND DISHWASHERS. L. ALL STUB -UP POWER, DATA, AND PHONE CONDUITS SHALL EXTEND 6" AFF. PROVIDE POWER CONDUCTORS IN FLEXIBLE METAL CONDUIT TIGHT TO WALL FROM RECEPTACLES TO NEARBY RIGID STUB -UP AND BACK TO SERVING POWER PANEL. PROVIDE DATA AND PHONE CONDUITS UNDER FLOOR BACK TO DATA RACK NEAR MANAGERS WORKSTATION. LABEL DATA AND PHONE CONDUITS "FOR DATA CABLING". PROVIDE INSULATED BUSHINGS, AND PROVIDE PULL STRING FROM END TO END. M. COORDINATE ALL CONCRETE TRENCHING/CORE DRILLING TO ENSURE THAT ANY UNDER SLAB UTILITIES, ETC., ARE NOT DAMAGED DURING FLOOR CUT AND OR CORE DRILLING. PRIOR APPROVAL AND COORDINATION WITH PROPERTY MANAGEMENT IS REQUIRED FOR ALL CONCRETE WORK. EC SHALL PROVIDE PATCHING/REPAIR TO CONCRETE AND VAPOR BARRIER AS REQUIRED. N. REFER TO LANDLORD WORK LETTER FOR DIVISION OF ELECTRICAL WORK SCOPE, AND COORDINATE WITH CONSTRUCTION MANAGER. 0. THE WORD "PROVIDE" AS USED ON ANY ELECTRICAL DRAWING, SHALL BE DEFINED AS TO FURNISH, INSTALL AND CONNECT ALL ELECTRICAL WORK FOR A COMPLETE AND FUNCTIONAL INSTALLATION. P. REFER TO DETAILS ON MECHANICAL DRAWINGS FOR INFORMATION REGARDING INSTALLATION OF CONDUITS TO EXHAUST FAN. Q. DISCONNECT SWITCH LOCATIONS AT AU'S, CU'S SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT INSTALLER. N O N \ r IE7 © 2017 STM13UCKB COFFEE COMPANY STARBUCKSK) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 pLTH 0 tN ,,o Zo DARRELL CASE i Q ; Li. NO 0 1,105 12/16o2eSSIONALs,eo� 'r.- LL N Q N Q w LLJ Q __J z a-__J LU > z U) LU w o o�� zLL Qoo ULn U �� LLL1 LU LO Q �� �0_ a� o �U STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date I By Description SHEET TITLE: POWER PLAN SCALE: AS SHOWN SHEET NUMBER: E100 LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS EXIT 19047 4 LED EXIT SIGN WITH EMERGENCY LIGHT - BLACK AND GREEN SB GC INTEGRATE D LED 19057 7 LED EMERGENCY LIGHT DOUBLE - BLACK SB GC INTEGRATE D LED OTHER X7000 1 1 ILIGHTING INVERTOR - MODEL: LG125-S JGC JGC I IBY LITEGEAR RECESSED CAN X21771 83 CAN - LED ADJUSTABLE RECESSED - 31N 75MM - BLACK - 1000LM FLOOD SB GC INTEGRATE D LED NU3-RA-SW-I3LM-27K-90-SC35-UNV-DIM10-NC- BK-BK X22248 4 CAN - LED DOWNLIGHT - 31N 75MM - BLACK - 1130LM WF SB GC INTEGRATE D LED NU3-RD-SW-I3LM-30K-90-50D-UNV-DIM10-NC-B K-BK SCONCE CURRENT LIMITING CIRCUIT BREAKER SCHEDULE DESIGN 10 CATALOG QTY RESPONSIBILITY MATCH CURRENT LIMITER WITH NOTES NUMBER TRACK FINISH CL4 TCL TCLFM 1 4 BL FM 1 SB-GC JUNO TRAC-MASTER D1.15.1 N n LIGHTING PLAN &aie: 1/4" = V-0" LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS 20726 15 SCONCE - KICHLER WESLEY 2 - TEXTURED BRONZE SB GC INTEGRATE D LED 20739 2 SCONCE - KUZCO VEGA - 231N 585MM - BLACK SB GC INTEGRATE D LED STRIP 22400 3 STRIP - LED TAPE FLEXIBLE - VARIABLE LENGTH - 250LM PER FT SB GC TRACK 12947 10 TRACK - WITH CONNECTORS - 8FT 244CM - BLACK- 1 CIRCUIT SB GC 21779 30 TRACK -LED FIXTURE WITH SNOOT - 31N 175MM - BLACK - 1100LM FLOOD SB GC INTEGRATE D LED TROFFER 21783 1 15 TROFFER - LED RECESSED - 24X481N 60OX1200MM -WHITE - 430OLM SB I GC I INTEGRATE D LED t0 O Sheet Notes �1 PROVIDE SHOW WINDOW RECEPTACLES AS REQUIRED BY NEC. ART. 210.62. �2 LED TAPE LIGHTING TO BE INSTALLED IN COORDINATION WITH CASEWORK VENDOR, G.C., OWNER. LOCATE POWER SUPPLY ABOVE ACCESSIBLE CEILING. CONNECT TO LIGHTING CIRCUIT SERVING THE AREA. USE PROVIDED FEED WIRES FOR CONNECTING UNITS 4" APART. FOR LONGER SPANS USE (2)#12 AWG IN 1/2"C. VERIFY EXACT MOUNTING HEIGHT PRIOR TO ANY WORK, TAPE LIGHTING NOT TO BE AT CEILING HEIGHT UNLESS SPECIFICALLY INSTRUCTED. ❑9 NOT USED. ® PROVIDE CURRENT LIMITING CIRCUIT BREAKER. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. �5 CONNECT EM/EXIT LIGHT COMBO/NIGHT LIGHT TO GENERAL AREA LIGHTING CIRCUIT AS INDICATED AHEAD OF ANY LIGHTING CONTROL. PROVIDE MANUFACTURER'S COMPATIBLE REMOTE HEAD FOR FIXTURES SERVING EXITS TO EXTERIOR LANDINGS, WHERE THERE ARE NO OUTDOOR LIGHTS CONNECTED THRU AN EMERGENCY INVERTER. © LIGHTING IN RESTROOMS, STORAGE AREA TO BE CONTROLLED BY WALL MOUNTED OCCUPANCY SENSOR SWITCH. �7 ALL LAMPS IN FOOD PREPARATION AREAS SHALL HAVE PROTECTIVE SHIELDING AS REQUIRED BY NEC. ® PROPOSED LOCATION OF SWITCH BANK, VERIFY WITH STARBUCKS CONSTRUCTION MANAGER. MAX HEIGHT 48" AFF. TO CENTER OF TOP ROW SWITCHING. SEE LIGHTING SWITCHBANK DETAIL ON THIS SHEET. �g PROVIDE (1) DEDICATED 120V CIRCUIT WITH 120V, 20A DISCONNECT SWITCH FOR SIGN. FEEDERS TO BE (2) #10 AND (1) #10 GROUND IN 3/4" CONDUIT, DO NOT USE CONDUIT AS GROUND. CONCEAL CONDUIT FROM VIEW WHEN WALL OR CEILING CAVITY IS NOT AVAILABLE. 10 CIRCUIT SHALL BE CONTROLLED VIA THE TIME SWITCH. REFER TO DETAIL ON SHEET E-501 FOR ADDITIONAL INFORMATION. 11 E.C. TO PROVIDE CONNECTION TO LIGHTING INVERTER AS SHOWN. INVERTER SHALL BE CONNECTED TO EXTERIOR DOWNLIGHTS AT THE REAR/FRONT OF THE SPACE, AT A MINIMUM THE FIXTURES LOCATED DIRECTLY IN FRONT OF THE DOORWAY EXIT, AND ADDITIONAL AS REQUIRED BY THE AHJ. Lighting Design Notes N A. GENERAL CONTRACTOR SHALL PROVIDE DIMMER FOR LIGHTING IN SEATING N 40 AREA. N B. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR FIXTURES / to SUPPORTS. r C. LIGHTING FIXTURES IN ACOUSTICAL CEILING TILE TO BE CENTERED IN N TILE, UNLESS OTHERWISE NOTED. r D. FIXTURES TO BE LOCATED AT PREDETERMINED LOCATIONS IN CASEWORK. E. CENTER EMERGENCY/EXIT LIGHTS ABOVE DOORS, UNLESS OTHERWISE NOTED. Z F. ADJUST FOCUS OF ALL TRACK AND RECESSED DIRECTIONAL LIGHTING TO FULLY ILLUMINATE ALL ARTWORK, MENU BOARDS, AND MERCHANDISE BAYS. O G. HAND—OFF PENDANT TO BE CENTERED OVER HAND—OFF PLANE AT BARISTA. V H. SURFACE —MOUNT TRACK DIRECTLY TO SOFFIT. M I. REFER TO ARCHITECTURAL PLANS FOR FIXTURE MOUNTING HEIGHTS. J. WHERE LIGHTING FIXTURES ARE INSTALLED IN SUSPENDED CEILINGS, THEY ARE REQUIRED TO HAVE INDEPENDENT STRUCTURAL SUPPORT WIRES. v+ THESE ADDITIONAL WIRES SHALL BE ATTACHED TO OPPOSING CORNERS OF Z THE LIGHT FIXTURE AND SECURED TO THE ABOVE CEILING BUILDING STRUCTURE. (SECTION 300.11(2) N.E.C. APPLICABLE EDITION AND OTHER O NFPA STANDARDS) ' 1 V/ K. WHERE BOTTOM OF SUSPENDED PENDANT CYLINDER CANS EXCEED 48" FROM CEILING, PROVIDE SURFACE MOUNT CYLINER CANS AND SUSPEND LL WITH G.C. PROVIDED CONDUIT, J—BOX TO SPECIFIED HEIGHT. O L. THE WORD "PROVIDE" AS USED ON ANY ELECTRICAL DRAWING, SHALL BE I ILL DEFINED AS TO FURNISH, INSTALL AND CONNECT ALL ELECTRICAL WORK FOR A COMPLETE AND FUNCTIONAL INSTALLATION. B ® E ® E CONTROL ZONE SCHEDULE a — KITCHEN AREA LTG b — KITCHEN AREA LTG c — DINING TRACK (DIMMER) d — DINING LTG (DIMMER) e — FRONT COUNTER LTG (DIMMER) If — REAR COUNTER LTG (DIMMER) g — BAR TAPE LTG (DIMMER) LIGHTING SWITCHBANK DETAIL STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q U DARRELL CASE i Lw No. 031105 =A? 12/1612 2210NALS LL_ Q N N Y > W Lu z < to z �D// LL U) w � LU w < � o H z LL a O O ULn U LL� U_j r LU LO Q � 00 = D D U STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date I By Description SHEET TITLE: LIGHTING PLAN SCALE: AS SHOWN I SHEET NUMBER: E102 LINE DETAIL 1 /2' = 1'-0" E-101 LINE DETAIL (-4 1 /2" = 1'-9- E-101 LII`t_ VL I/11L/ I 1 /2" = 1'-0" LINE DETAIL 6 1 /7 = 1'-0" E-101 O SHEET NOTES �1 RETAIL GRINDER AND/OR SCALE, PROVIDE RECEPTACLE AT 26" AFF. �2 DUAL BREWER: PROVIDE NEMA 14-60R RECEPTACLE, HUBBELL HBL9450A SERIES OR EQUAL AT 26" AFF. PROVIDE 1" CONDUIT WITH (3) #6, #10 GROUND TO PANEL. PROVIDE NEMA 14-60P ANGLED PLUG AND CORD TO BREWER, HUBBELL HBL9452C SERIES OR EQUAL. ❑3 ESPRESSO MACHINE: PROVIDE NEMA 6-50R RECEPTACLE HUBBELL HBL9367 SERIES OR EQUAL AT 30" AFF. PROVIDE 1" CONDUIT- (2) #8 AND (1) #10 GROUND FROM MACHINE BACK TO PANEL. PROVIDE FOR INSTALLATION, NEMA 6-50P ANGLED PLUG, HUBBELL HBL9368 SERIES OR EQUAL. ® UNDER COUNTER REFRIGERATOR: PROVIDE RECEPTACLE AT 26" AFF ❑5 COFFEE WARMERS: PROVIDE RECEPTACLE AT 26" AFF. © BLENDERS: PROVIDE A DUPLEX RECEPTACLE AT 26" AFF ON A DEDICATED DEDICATED CIRCUIT FOR EACH BLENDER. ONE RECEPTACLE FOR FUTURE. �7 SAFE: PROVIDE RECEPTACLE ON DEDICATED CIRCUIT. ADJACENT TO RECEPTACLE, PROVIDE J-BOX FOR SAFE AND PROVIDE CONDUIT BACK TO SECURITY PANEL J-BOX. SEE ALSO MANAGER WORKSTATION & BAR POS POWER / TELECOM / SECURITY ELEVATION. ® INSTA-HOT: PROVIDE RECEPTACLE AT 26" AFF. Qg ESPRESSO MACHINES: CIRCUIT VOLTAGE SHALL BE BETWEEN 198 VOLTS AND 218 VOLTS. IF NEEDED, THE CONTRACTOR SHALL PROVIDE A BUCK -BOOST TRANSFORMER MEETING FIELD CONDITIONS LOCATED IN A LOCATION WITHIN 6'-0" OF THE ELECTRICAL PANEL. CONFIRM LOCATION WITH PROJECT MANAGER PRIOR TO ROUGH -IN. PROVIDE ANY ADDITIONAL CONDUIT, WIRE, PRIMARY AND SECONDARY PROTECTION, AND CONNECTIONS NECESSARY TO ENSURE FUNCTIONALITY. 10 KEG DISPENSER FRIDGE: EC TO PROVIDE 120V RECEPTACLE AND ALL CONNECTIONS TO ENSURE FUNCTIONAL EQUIPMENT. INSTALL AS PER MANUFACTURER RECOMMENDATIONS AND REQUIREMENTS. VERIFY INFO PRIOR TO ROUGH -IN AND INSTALLATION. 11 PROVIDE 4-SQUARE JUNCTION BOX FOR "STROBE LOCATION J-BOX". SEE LAN/POWER/PHONE/SECURITY SYSTEM DETAIL. 12 STUB UP ALL NECESSARY UNDERSLAB CONDUITS AT 6" AFF TO SERVE NEARBY DEVICES IN THIS LOCATION. PROVIDE POWER CONDUCTORS IN FLEXIBLE METAL CONDUIT CONCEALED OR TIGHT -TO-WALL FROM RECEPTACLES TO NEARBY RIGID STUB UP AND BACK TO SERVING POWER PANEL. PROVIDE LOW VOLTAGE / SECURITY CONDUITS UNDER FLOOR BACK TO DATA RACK NEAR MANAGER WORKSTATION. PROVIDE AN END -TO -END PULL STRING IN ALL LOW VOLTAGE / SECURITY CONDUITS. LABEL EACH END OF PULL STRING WITH CONDUIT SYSTEM ("POS "SECURITY", ETC..) AND DESTINATION ('DRIVE-THRU "FRONT BAR", ETC..). PROVIDE INSULATED BUSHINGS ON ALL STUBBED -UP AND EXPOSED CONDUIT ENDS. REFER TO ARCHITECTURAL PENETRATION PLAN FOR ADDITIONAL INFORMATION. 13 NOT USED. 14 PRINTER/DOM: PROVIDE RECEPTACLE AND ADJACENT DATA BACKBOX AT SAME MOUNTING HEIGHT. PROVIDE 3/4" CONDUIT FROM BACKBOX TO DATA RACK NEAR MANAGER'S WORKSTATION. 15 PROVIDE NEMA 6-30R RECEPTACLES AT 28" AFF, AND ALL NECESSARY, CONDUIT, WIRE AND CONNECTIONS BACK TO SERVING PANEL FOR POWER SUPPLY TO WARMING OVENS. 16 PROVIDE A DOUBLE -DUPLEX NEMA 5-20R RECEPTACLE MOUNTED AT 26" AFF, INCLUDING ALL NECESSARY, CONDUIT, WIRE AND CONNECTIONS BACK TO PANEL FOR CUP LABELER. 17 REFER TO DT POS STATION DETAIL ELEVATION ON SHEET E-501 FOR OUTLET LOCATIONS. 16 POS: PROVIDE DOUBLE DUPLEX ISOLATED (DEDICATED) -GROUNDING TYPE RECEPTACLE AT 18" AFF., WITH SEPARATE EQUIPMENT GROUNDING CONDUCTOR TO SERVING PANELBOARD PER CODE. E.C. TO PROVIDE J-BOX FOR DATA OUTLET AND (1) J-BOX FOR PHONE OUTLET AT 18"AFF. 19 NOT USED. 20 FUTURE USE RECEPTACLE INSTALLED AT 26" A.F.F. VERIFY LOCATIONS. 21 NITROGEN GENERATOR: PROVIDE RECEPTACLE AT 26" A.F.F. OR AS DIRECTED BY G.C. INSTALL PER MANUFACTURER RECOMMENDATIONS. 22 DRIVE-THRU COMMUNICATION / CCTV SYSTEM: PROVIDE RECEPTACLE AND (3) J-BOXES. J-BOX #1 (BELOW COUNTER HEIGHT): INTERCEPT CONDUIT FROM DRIVE-THRU SPEAKER POST OR MENU BOARD SPEAKER LOCATION AND REAR BUILDING CCTV CAMERA, PROVIDE 2-GANG J-BOX AND PROVIDE A 1" CONDUIT UP CCTV BOX. J-BOX #2 (CCTV MONITOR HEIGHT): INTERCEPT CONDUIT FROM JUNCTION BOX #1, AND PROVIDE A 1" CONDUIT UP TO WIRELESS BASE SYSTEM JUNCTION BOX. JUNCTION BOX #3 (WIRELESS BASE SYSTEM HEIGHT): INTERCEPT CONDUIT FROM JUNCTION BOX #2. 23 DRIVE-THRU REGISTER/EXPEDITOR REGISTER: PROVIDE POWER/DATA AS SHOWN, PROVIDE EMPTY 3/4" DATA CONDUIT W/ PULL STRING TO DATA RACK 24 NOT USED. 25 PROVIDE CEILING MOUNTED RECEPTACLE FOR FUTURE FLY FAN. COORDINATE EXACT LOCATION IN FIELD WITH STARBUCKS CONSTRUCTION MGR. PRIOR TO ROUGH -IN. 26 D/T AIR CURTAIN: PROVIDE DEDICATED CONDUIT TO POWER PANEL AND ALL NECESSARY WIRE AND CONNECTIONS FOR A FUNTIONAL AIR CURTAIN SYSTEM. COORDINATE WITH MANUFACTURER'S REQUIREMENTS PRIOR TO ROUGH -IN. PROVIDE #8 CU CONDUCTORS, #10 CU GND. P7 D/T WINDOW CONTROL: PROVIDE GFI RECEPTACLE AT WINDOW HEADER HEIGHT. ADJACENT TO WINDOW TO CONNECT WINDOW ELECTRICAL CORD. 28 DRIVE-THRU EXPEDITOR MONITOR: PROVIDE RECEPTACLE AND DATA OUTLET. PROVIDE 3/4" DATA CONDUIT BACK TO DATA RACK. Y9 PROVIDE OUTLET FOR CONNECTION TO SINK SENSOR. VERIFY CONNECTION REQUIREMENTS PRIOR TO ROUGH -IN. CONNECT TO CONV. RECEPTACLE CIRCUIT. 30 PROVIDE QUADRUPLEX RECEPTACLES CENTERLINE FOR CONNECTION TO DIGITAL MENU BOARD. REFER TO DETAIL SHEETS FOR MOUNTING HEIGHT, VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. ELECTRICAL DESIGN NOTES A. PROVIDE A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. B. ELECTRICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. C. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. D. REFER TO DETAIL SHEETS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL DEVICES. E. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL VOLTAGE REQUIREMENTS ON ALL EQUIPMENT AND PROVIDING BUCK -BOOST TRANSFORMERS AS MAY BE NEEDED FOR PROPER OPERATION OF EQUIPMENT. ALL ARE NOT NECESSARILY INDICATED. F. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH PLUMBING AND HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) CONTRACTORS FOR ANY ADDITIONAL EQUIPMENT NEEDING POWER. G. ALL FUTURE EQUIPMENT NEEDED HEREIN SHALL BE PROVIDED WITH AN APPROPRIATE RECEPTACLE AND FULLY WIRED. EVEN IF NOT SPECIFICALLY INDICATED. H. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) BREAKERS (NOT RECEPTACLES) SHALL BE UTILIZED WHERE REQUIRED BY CODE AND AT ANY FLOOR BOXES. PROVIDE DEDICATED NEUTRAL WIRE FOR ALL THESE CIRCUITS. I. EQUIPMENT REQUIRES CONNECTION TO THE BUILDING ELECTRICAL SYSTEM. PROVIDE ALL NECESSARY CONDUCT, WIRE, CONNECTIONS, RECEPTACLES AND OVERCURRENT PROTECTION NECESSARY TO ENSURE THE EQUIPMENT FUNCTIONED PROPERLY AND COMPLIES WITH ALL APPLICABLE LOCAL AND NATIONAL CODES. COORDINATE EQUIPMENT REQUIREMENTS WITH MANUFACTURER CUT SHEET PRIOR TO ROUGH -IN. J. ALL BACK BAR AND FRONT BAR J-BOXES AND OUTLETS SHALL BE SURFACE MOUNTED. PROVIDE CONDUITS AS NEEDED AND (1) ADDITIONAL SPARE CONDUIT BETWEEN ALL J-BOXES FOR FUTURE ELECTRICAL REQUIREMENTS. ALL J-BOXES SHALL BE POSITIONED TO AVOID OBSTRUCTION OF ANY EQUIPMENT SUCH AS REFRIGERATORS AND DISHWASHERS. K. ALL STUB -UP POWER, DATA, AND PHONE CONDUITS SHALL EXTEND 6" AFF. PROVIDE POWER CONDUCTORS IN FLEXIBLE METAL CONDUIT TIGHT TO WALL FROM RECEPTACLES TO NEARBY RIGID STUB -UP AND BACK TO SERVING POWER PANEL. PROVIDE DATA AND PHONE CONDUITS UNDER FLOOR BACK TO DATA RACK NEAR MANGERS WORKSTATION. LABEL DATA AND PHONE CONDUITS "FOR DATA CABLING". PROVIDE INSULATED BUSHINGS, AND PROVIDE PULL STRING FROM END TO END. L. COORDINATE ALL CONCRETE TRENCHING/CORE DRILLING TO ENSURE THAT ANY UNDER SLAB UTILITIES, ETC., ARE NOT DAMAGED DURING FLOOR CUT AND OR CORE DRILLING. PRIOR APPROVAL AND COORDINATION WITH PROPERTY MANAGEMENT IS REQUIRED FOR ALL CONCRETE WORK. EC SHALL PROVIDE PATCHING/REPAIR TO CONCRETE AND VAPOR BARRIER AS REQUIRED. M. REFER TO ARCHITECTURAL DATA/DEVICE PLANS AND SCHEDULES FOR IDENTIFICATION OF POINT OF SERVICE EQUIPMENT NAMES AND LOCATIONS. COORDINATE ARCHITECTURAL PLANS WITH ELECTRICAL POWER / DATA PLANS. REFER TO SHEET E-104 FOR SPECIFIC DATA OUTLET LOCATIONS LOCATED AT ENGINE. 0. THE WORD "PROVIDE" AS USED ON ANY ELECTRICAL DRAWING, SHALL BE DEFINED AS TO FURNISH, INSTALL AND CONNECT ALL ELECTRICAL WORK FOR A COMPLETE AND FUNCTIONAL INSTALLATION. N N 40 N cc r N r IE7 © 2017 sTARsucrs COFFEE COMPANY STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Op'`�1 Q{��pLTH S Z� o DARRELL CASE i Q ; Llc. No. 031105 12/16o2eSSIONAL��o� LL N Q N Y > W <w z U) z N Lu LU w � w � < 0 Z ILL a O O ULn U �13� LU r LU LO Q � 00 = a� o �U STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date I By Description SHEET TITLE: POWER PLAN DETAILS SCALE: AS SHOWN SHEET NUMBER: E103 r` LOW VOLTAGE DATA/DEVICE LAYOUT 1 /4" = 1-0" El SHEET NOTES �j SAFE: PROVIDE RECEPTACLE ON DEDICATED CIRCUIT. ADJACENT TO RECEPTACLE, PROVIDE J-BOX FOR SAFE AND PROVIDE CONDUIT BACK TO SECURITY PANEL J-BOX. SEE ALSO MANAGER WORKSTATION & BAR POS POWER / TELECOM / SECURITY ELEVATION. ❑2 STUB UP POWER, DATA PHONE OR SAFE CONDUITS 6" AFF TO SERVE NEARBY DEVICES IN THIS LOCATION. PROVIDE POWER CONDUCTORS IN FLEXIBLE METAL CONDUIT CONCEALED OR TIGHT -TO-WALL FROM RECEPTACLES TO NEARBY RIGID STUB UP AND BACK TO SERVING POWER PANEL. PROVIDE DATA, PHONE AND SAFE CONDUITS UNDER FLOOR BACK TO DATA RACK NEAR MANAGER WORKSTATION. PROVIDE AN END -TO -END PULL STRING IN ALL DATA PHONE AND SAFE CONDUITS. LABEL EACH END OF PULL STRING WITH CONDUIT SYSTEM ("POS "SECURITY", ETC..) AND DESTINATION ("DRIVE-THRU", "FRONT BAR", ETC..). PROVIDE INSULATED BUSHINGS ON ALL STUBBED -UP AND EXPOSED CONDUIT ENDS. REFER TO ARCHITECTURAL PENETRATION PLAN FOR ADDITIONAL INFORMATION. �3 NOT USED. ELECTRICAL DESIGN NOTES A. PROVIDE A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. B. ELECTRICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. C. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. D. REFER TO DETAIL SHEETS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL DEVICES. E. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL VOLTAGE REQUIREMENTS ON ALL EQUIPMENT AND PROVIDING BUCK -BOOST TRANSFORMERS AS MAY BE NEEDED FOR PROPER OPERATION OF EQUIPMENT. ALL ARE NOT NECESSARILY INDICATED. ® CUP LABELER/DOM SYSTEM: PROVIDE RECEPTACLE AND ADJACENT DATA F. ELECTRICAL CONTRACTOR SHALL COORDINATE BACKBOX AT SAME MOUNTING HEIGHT. PROVIDE 3/4" CONDUIT FROM WITH PLUMBING AND HEATING, VENTILATING, AND BACKBOX TO DATA RACK NEAR MANAGER'S WORKSTATION. AIR CONDITIONING (HVAC) CONTRACTORS FOR ANY ADDITIONAL EQUIPMENT NEEDING POWER. O CUP LABELER: VERIFY LOCATION AND RECEPTACLE MOUNTING HEIGHT G. ALL FUTURE EQUIPMENT NEEDED HEREIN PRIOR TO ROUGH -IN. SHALL BE PROVIDED WITH AN APPROPRIATE RECEPTACLE AND FULLY WIRED. EVEN IF NOT © REFER TO DT POS STATION DETAIL ELEVATION ON SHEET E-501 FOR SPECIFICALLY INDICATED. OUTLET LOCATIONS. H. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) �7 POS: PROVIDE DOUBLE DUPLEX ISOLATED (DEDICATED) -GROUNDING TYPE BREAKERS (NOT RECEPTACLES) SHALL BE RECEPTACLE AT 18" AFF., WITH SEPARATE EQUIPMENT GROUNDING UTILIZED WHERE REQUIRED BY CODE AND AT ANY CONDUCTOR TO SERVING PANELBOARD PER CODE. E.C. TO PROVIDE J-BOX FLOOR BOXES. PROVIDE DEDICATED NEUTRAL WIRE FOR DATA OUTLET AND (1) J-BOX FOR PHONE OUTLET AT 18"AFF. FOR ALL THESE CIRCUITS. ® NOT USED I. EQUIPMENT REQUIRES CONNECTION TO THE BUILDING ELECTRICAL SYSTEM. PROVIDE ALL NECESSARY CONDUCT, WIRE, CONNECTIONS, ❑g DRIVE-THRU REGISTER/EXPEDITOR REGISTER: PROVIDE DATA AS SHOWN, RECEPTACLES AND OVERCURRENT PROTECTION PROVIDE EMPTY 3/4" DATA CONDUIT W/ PULL STRING TO DATA RACK. NECESSARY TO ENSURE THE EQUIPMENT FUNCTIONED PROPERLY AND COMPLIES WITH ALL 10 DRIVE-THRU EXPEDITOR MONITOR: PROVIDE RECEPTACLE AND DATA OUTLET. APPLICABLE LOCAL AND NATIONAL CODES. PROVIDE 3/4" DATA CONDUIT BACK TO DATA RACK. COORDINATE EQUIPMENT REQUIREMENTS WITH MANUFACTURER CUT SHEET PRIOR TO ROUGH -IN. 11 EC TO COORDINATE INSTALLATION AND CONNECTION OF AREA THERMOSTATS WITH MECHANICAL CONTRACTOR. VERIFY LOCATIONS/CONNECTIONS PRIOR TO J. ALL BACK BAR AND FRONT BAR J-BOXES AND INSTALLATION. OUTLETS SHALL BE SURFACE MOUNTED. PROVIDE N CONDUITS AS NEEDED AND (1) ADDITIONAL SPARE N 12 E.C. TO PROVIDE DATA DROP LOCATION FOR FUTURE/CONVENIENCE USE. CONDUIT BETWEEN ALL J-BOXES FOR FUTURE O COORDINATE NUMBER OF DROPS AND LOCATIONS PER ARCH. EQUIPMENT ELECTRICAL REQUIREMENTS. ALL J-BOXES SHALL DETAIL SHEETS AND G.C. VERIFY SCOPE OF WORK PRIOR TO BID. BE POSITIONED TO AVOID OBSTRUCTION OF ANY N EQUIPMENT SUCH AS REFRIGERATORS AND \ 13 E.C. TO PROVIDE DATA RECEPTACLES FOR CONNECTION TO DIGITAL MENU DISHWASHERS. cc BOARDS. REFER TO ELECTRICAL DETAILS FOR MOUNTING HEIGHTS AND TOM VERIFY EXACT LOCATIONS PRIOR TO ROUGH -IN. K. STUB -UP POWER, DATA, AND PHONE CONDUITS 6" AFF IN THIS LOCATION. PROVIDE CV POWER CONDUCTORS IN FLEXIBLE METAL CONDUIT TIGHT TO WALL FROM RECEPTACLES TO NEARBY RIGID STUB -UP AND BACK TO SERVING POWER PANEL. PROVIDE DATA AND PHONE CONDUITS UNDER FLOOR BACK TO DATA RACK NEAR ELECTRICAL SYMBOLS LEGEND MANGERS WORKSTATION. LABEL DATA AND "FOR Z PHONE CONDUITS DATA CABLING". PROVIDE INSULATED BUSHINGS, AND PROVIDE PULL STRING O FROM END TO END. - TELEPHONE _ L. COORDINATE ALL CONCRETE TRENCHING/CORE DRILLING TO ENSURE THAT ANY UNDER SLAB V T THERMOSTAT UTILITIES, ETC., ARE NOT DAMAGED DURING FLOOR CUT AND OR CORE DRILLING. PRIOR APPROVAL RECEPTACLE:DATA AND COORDINATION WITH PROPERTY MANAGEMENT IS REQUIRED FOR ALL CONCRETE WORK. EC SHALL PROVIDE PATCHING/REPAIR TO CONCRETE AND VAPOR BARRIER AS REQUIRED. Z M. ADDITIONAL DATA RECEPTACLES MAY BE REQUIRED BEYOND WHAT IS SHOWN PER THESE O PLANS. E.C. SHALL VERIFY WITH ARCHITECT, OWNER REQUIREMENTS FOR LOCATIONS OF ANY ' 1 V ADDITIONAL FUTURE -USE DATA RECEPTACLES LOCATED IN THE SERVICE AREA PRIOR TO BID. 0. REFER TO ARCH. ELEVATION DETAILS FOR O EXACT LOCATIONS AND MOUNTING HEIGHTS OF ILL ALL DEVICES. P. DATA CABLING LOCATED OVERHEAD TO BE PLENUM. DATA CABLING LOCATED UNDERGROUND SHALL BE RATED FOR UNDERGROUND USE. 0. THE WORD "PROVIDE" AS USED ON ANY ELECTRICAL DRAWING, SHALL BE DEFINED AS TO FURNISH, INSTALL AND CONNECT ALL ELECTRICAL WORK FOR A COMPLETE AND FUNCTIONAL INSTALLATION. STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636 349 1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q c> DARRELL CASE i Lw. No. 031105 12/16o2eSSIONAL�Io< LL Q N N Y > W z <w LLI Z Cn U) Lu w � LU w < � 0 z LL a O OJ ULn U �� LLJ LU LO Q � 00 = o o U STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date I By Description SHEET TITLE: LOW VOLTAGE DESIGN PLAN SCALE: AS SHOWN SHEET NUMBER: E104 ROOF CEILING ELECTRICAL ROOM PNL 'C' PNL PNL I I PNL B' A' MDP' n FAULT CURRENT NOTES: 600 AMP THE AMOUNT OF AVAILABLE FAULT CURRENT FROM THE UTILITY COMPANY WAS NOT KNOWN TO CASE ENGINEERING DURING THE DESIGN PHASE. THE DRAWINGS ASSUME VALUES AND DISTANCES BASED UPON THE SITE LAYOUT AND BUSSMAN METHODS. PRIOR TO SUBMITTING POWER DISTRIBUTION EQUIPMENT PRODUCT DATA FOR REVIEW, THE ELECTRICAL CONTRACTOR SHALL CONTACT THE UTILITY COMPANY TO VERIFY THE FAULT CURRENT VALUES AVAILABLE FROM THE UTILITY COMPANY AND SUBMIT THE UTILITY COMPANY FAULT CURRENT INFORMATION TO THE ENGINEER FOR REVIEW AND EVALUATION. AFTER THE UTILITY FAULT CURRENT INFORMATION HAS BEEN REVIEWED AND EVALUATED BY THE ENGINEER, ANY REVISIONS TO THE BASIS OF DESIGN AIC VALUES IDENTIFIED ON THE DRAWINGS THAT MAY BE REQUIRED BASED ON THE FAULT CURRENT INFORMATION RECEIVED FROM THE UTILITY COMPANY SHALL BE COMMUNICATED TO THE ELECTRICAL CONTRACTOR. CONTRACTOR SHALL NOT SUBMIT THE POWER DISTRIBUTION EQUIPMENT FOR REVIEW OR ORDER THE POWER DISTRIBUTION EQUIPMENT UNTIL THE FAULT CURRENT INFORMATION FROM THE UTILITY COMPANY HAS BEEN SUBMITTED TO THE ENGINEER BY THE CONTRACTOR AND THE ENGINEER HAS EVALUATED THE INFORMATION AND PROVIDED FINAL DIRECTION REGARDING THE AIC RATING OF THE POWER DISTRIBUTION EQUIPMENT. ONE LINE DIAGRAM KEYED NOTES Q E.C. TO PROVIDE NEW (2) SETS OF (4) #350 KCMIL CU IN 3" CONDUIT FROM EXISTING PAD MOUNTED XFMR. DEMO EXISTING 400A C/T'S, PROVIDE NEW, 600A, 120/208V, 3 PH., 4 W. SERVICE C/T & METER IN ACCORDANCE WITH UTILITY COMPANY STANDARDS. 0 EXISTING TO REMAIN ELECTRICAL PANELBOARDS. SEE SHEET E-601 FOR ADDITIONAL INFORMATION. ® VERIFY EXISTING MIN. (1) #2/0 GROUND IN 1" CONDUIT. IF NOT EXISTING, E.C. TO PROVIDE NEW (1) #2/0 GROUND IN 1" C. PER N.E.C. TO BUILDING STEEL, GROUND ROD, METAL WATER PIPE. �5 E.C. TO PROVIDE NEW (2) SETS OF (4) #350 KCMIL CU, (1) #1 CU GND IN 3" C. © EXISTING TO REMAIN 1000A, 120/208V, NEMA 3R, SERVICE DISCONNECT ENCLOSURE. EXISTING 450A CIRCUIT BREAKER TO BE REMOVED AND REPLACED WITH NEW 600A, 208V, 3PH CIRCUIT BREAKER. �7 E.C. TO PROVIDE TIME SWITCH PER DETAILS THIS SHEET. ® EXISTING TO REMAIN, (4) #1/0 CU, (1) #6 CU GND. IN 2" CONDUIT. E.C. TO PROVIDE NEW ELECTRICAL PANEL, SEE PANEL SCHEDULE a SHEET E601 FOR DETAILS. 10 E.C. TO PROVIDE (4) #3 CU, (1) #8 CU GND. IN 1-1/4" CONDUIT. UTILITY TRANSFORMER FAULT CALCULATION SERVICE ENTRANCE CALCULATION VOLTAGE (L-L): 208V I-FLA=[RATED KVA * 10001/ [V-LL*SQRT(PHASE)] PHASE (PH): 3PHASE AMPS: 600A I-FLA= 625A FULL LOAD KVA: 216KVA TRANSFORMER: 225KVA M=100/0/.Z= 89.3 IMPEDANCE (0/4: 1.120/2 I-SC=I-FLA*M= 56 KA CALCULATION IS BASED ON ESTIMATED TRANSFORMER SIZE WITH 0/2 FROM BUSSMANN SPD. CONTRACTOR SHALL CONTACT UTILITY AND VERIFY ISC AVAILABLE AT SECONDARY OF TRANSFORMER. CONTACT ENGINEER FOR RE- CALCULATION IF LARGER THAN CALCULATED. METER FAULT CALCULATION STARTING ISC: 56 KA IMPEDANCE BASED ON 3 SINGLE CONDUCTORS IN NOWMAGNETIC CONDUIT VOLTAGE (L-L): 208V PHASE (PH): 3PHASE FEEDER SIZE: 350 CALCULATION FEEDER MATERIAL: CU 2 *f=[SQRT(PHASE)*L*IS-C]/ [Q*C*V-LL] PARALLEL SETS (Q): FEEDER LENGTH (L): 200FT f= 12.042 FEET PER OHMS (C): 22,737 FT/OHMS M=1/(1+f)= 0.329 I-SC=I-SC*M= 18.3 KA NOTE: CALCULATION BASED ON BUSSMANN SPD PANEL'MDP' FAULT CALCULATION STARTING ISC: 18 KA IMPEDANCE BASED ON 3 SINGLE CONDUCTORS IN NOWMAGNETIC CONDUIT VOLTAGE (L-L): 208V PHASE (PH): 3PHASE FEEDER SIZE: 350 CALCULATION FEEDER MATERIAL: CU 2 *f=[SQRT(PHASE)*L*IS-C]/ [Q*C*V-LL] PARALLEL SETS (Q): FEEDER LENGTH (L): 10FT f= 10.034 FEET PER OHMS (C): 122,737 FT/OHMS M=1/(1+f)= 0.968 I-SC=I-SC*M= 17.7 KA NOTE: CALCULATION BASED ON BUSSMANN SPD PANELBOARD'A','B' FEEDER FAULT CALCULATION STARTING ISC: 18 KA IMPEDANCE BASED ON 3 SINGLE CONDUCTORS IN NON-MAGNETIC CONDUIT VOLTAGE (L-L): 208V PHASE (PH): 3PHASE FEEDER SIZE: 1/0 CALCULATION FEEDER MATERIAL: CU 1 *f=[SQRT(PHASE)*L*IS-C]/ [Q*C*V-LL] PARALLEL SETS (Q): FEEDER LENGTH (L): 15FT f= 0.238 FEET PER OHMS (C): i 9,317 FTIOHMS M=1/(1+f)= 0.808 I-SC=I-SC*M= 14.3 KA NOTE: CALCULATION BASED ON BUSSMANN SPD LIGHTING CONTROL NOTES: -- C3 SPARE PROVIDE NEW TIME SWITCH TORK 7300 TIME SWITCH. A-7 C3 PROVIDE NEW CONTACTORS FOR LIGHTING CONTROL AS DRIVE THRU SIGNAGE REQUIRED. A-19 C3 COORDINATE TIME SWITCH SETTINGS AND OPERATION DRIVE THRU SIGNAGE WITH STORE MANAGER PRIOR TO CLOSEOUT. -- C3 SPARE FOR PHOTOCELL CONTROLLED CONTACTORS FUNCTION SHALL BE PHOTOCELL ON TIMED OFF. (CHNL 3) A-22 C3 DT MENU BOARD LANDLORD PROVIDED OR EXISTING LIGHTS SHALL BE DRIVE THRU CONNECTED TO TIMECLOCK CONTROL IF NOT EXISTING. -- C3 (CHNL 2) SPARE EXT. LTG, SIGNAGE C3 (CHNL 1) 11 INTERIOR LTG B-31 TS A-13 C2 SHOW WINDOW OUTLETS DINING ROOM TRACK A-29 C1 c A-20 C2 FRONT BAR LTG EXT. SITE LIGHTING OVR a �f REAR BAR LTG A-41 C2 EXT. SITE LIGHTING KITCHEN LIGHTING A-24 C2 A-27 o KITCHEN LIGHTING EXTERIOR LIGHTING TIMED WALL SWITCH C1b (2 HOUR MAX) FOR Q i� DINING ROOM LTG B-14 C2 STOREFRONT SIGN OVERRIDING TIME —SWITCH d BAR TAPE LIGHTING 9 C2 �� 11 STOREFRONT SIGN C1 C2 LIGHTING CONTROL DIAGRAM SIGNAGE AND EXTERIOR LIGHTING NTS DRIVE THRU COMMUNICATION COMPONENTS WINDOW POS STATION - WIRELESS BASE STATION, MANUAL INTERCOM AND CCTV MONITOR. PROVIDE POWER, J-BOXES AND CONDUIT TO MANAGER'S WORKSTATION. MANAGER'S WORKSTATION - OCS TRANSMITTER ADJACENT TO EQUIPMENT RACK. PROVIDE POWER AND J-BOX FOR DATA TO OCS POST. CONNECTION OF OCS HVAC DUCTWORK TRANSMITTER TO RACK BY POS VENDOR. ORDER CONFIRMATION POST - PROVIDE (3) 1" PVC CONDUITS (ELECTRICAL, AUDIO & SAMPLING TUBE DATA) FROM MAIN BUILDING TO POST, (1) ELECTRICAL CONDUIT TO MENU BOARD SIZED FOR DUCT AND (1) CONDUIT TO VEHICLE DETECTION LOOP. VEHICLE DETECTOR LOOP - CENTER ON MENUBOARD. INSTALL PRIOR TO FINAL SURFACING (PROTECT FROM DAMAGE DURING PAVING), OR PLACE IN SAWCUT 2" BELOW FINAL GRADE AND FILL KERF WITH APPROVED SEALER. (1) RETURN WIRELESS COMMUNICATIONS PACKAGE VENDOR DUCT MOUNTED MUZAK, INC. SMOKE DETECTOR ERIC HEARN 800-639-4448 erich@muzak.com MAPLE CHASE #0550 ORDER CONFIRMATION SYSTEM POST & TRANSMITTER VENDOR DELPHI DISPLAY SYSTEMS REMOTE ANNUNCIATOR / RESET SYSTEM JOHANNA TOMM 800-456-OO60x494 800-574-8480fax jtomm®delphidisplay.com SENSOR, MAPLE CHASE #0537, LOCATED NEAR MANAGERS D SK PROVIDE TYPED LABEL INDICATING "HVAC DUCT SMOKE DETECTOR". DRIVE THRU POS STATION COMPONENTS STANDARD POS REGISTER, CHECK VALIDATION PRINTER, TWO UNDERCOUNTER CASH DRAWERS/SAFES, AND STANDARD POWER, DATA AND PHONE RECEPTACLES. 'EXPEDITOR' POS REGISTER ONLY, REQUIRING SEPARATE DATA CABLE, JACK AND CONDUIT TO MANAGER'S WORKSTATION. THREE ORDER DISPLAY MONITORS THE FIRST TO BE LOCATED AT THE DRIVE THRU WINDOW, THE SECOND TO BE PLACED ABOVE THE BARISTA'S ESPRESSO MACHINE AND THE THIRD OVER THE WINDOW POS. EACH REQUIRE POWER AND A DEDICATED J-BOX & CONDUIT RUN, ROUTED TO MANAGERS WORK STATION FAN SPEED CONTROL SWITCH PROGRAMMABLE B-18 N O MOUNTED IN CEILING. T-STAT PROVIDED BY MECHANICAL, INSTALLED BY ELECTRICAL Q7300 SUBBASE AUXILIARY Al RELAY — f CONTACTS ,,, © 2017 STARBUCKS COFFEE COMPANY STARBUCKSE) 2D 2401 UTAH AVENUE SOUTH TO RELAY MODULE SEATTLE, WASHINGTON 98134 FOR VARIABLE (206)318-1575 O RELAY REQUIRED (R8222 OR SIMILAR) VOLUME MODULATION DAMPER O POWER SUPPLY PROVIDE DISCONNECT THESE DRAWINGS AND THE PROJECT MANUAL MEANS AND OVERLOAD PROTECTION AS ARE CONFIDENTIAL AND SHALL REMAIN THE REQUIRED 24 VAC SECONDARY VERIFY SOLE PROPERTY OF STARBUCKS TRANSFORMER SIZE WITH LOAD SERVED 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 T THIS PROGRAMMABLE T-STAT PROJECT WITHOUT THE PRIOR WRITTEN T N CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE NTS 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 FULLY EXECUTED BY BOTH PARTIES. [ STARBUCKS TEMPLATE VERSION i2021-01-22 120 V PROVIDE CONTROL ARCHITECT OF RECORD IGFOR DOWN FAN -)SHUT ASOOSOCIATES 1/2"C, 4 #14 1 /2"C, 4 # 14 N Soos & Associates, Inc. 105 Schelter Road NOTE: PROVIDE DETECTOR, HOUSING, TYPE, REMOTE STATION, O Lincolnshire, IL 60069 AND ALL ACCESSORIES. DETECTOR SHALL BE INSTALLED UNDER p: 847 821 7667 DIVISION 15. CONNECT DETECTOR AS SHOWN. N WHEN STARBUCKS SPACE IS MONITORED BY CENTRAL BUILDING to FIRE ALARM SYSTEM, GC TO COORDINATE WITH LANDLORD'S r ALARM CONTRACTOR TO CONNECT BUILDING ALARM SYSTEM \ TO DUCT DETECTOR AUXILIARY CONTACTS. N MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL DUCT r DETECTOR WITH MINIMUM TWO SETS OF AUXILIARY CONTACTS ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL CONTROL WIRING FROM DUCT DETECTOR TO AC UNIT TYP DUCT DETECTOR DETAIL NTS CEILING LINE F----- - — - — - - — - — - — - — - — - — - — - EXTERIOR WALL NOTE - FOR EQUIPMENT MOUNTING LOCATIONS 4-PLEX OUTLET FOR CCTV I POWER CIRCUIT TO PANEL EXTERIOR PLAN (SHEET A-102 & A-103) r- — AND BASE STATION POWER J-BOX FOR CCTV TECHNOLOGY RACK O MANAGER'S DESK _ 1 CCTV MONITOR CABLE FROM RACK TO ii ii I TRANSMITTER (SUPPLIED AND CAMERA L it J-BOX FOR BASE I INSTALLED BY POS VENDOR) STATION AUDIO WIRING MICROPHONE �--- OCS TRANSMITTER r-r---i, rr---i, i WIRELESS COMMUNICATION J-BOX FOR OCS ENGRAVED SIGN t BASE STATION DATA WIRING DUPLEX OUTLET FOR SPEAKER MANUAL INTERCOM TRANSMITTER POWER 'r•' J-BOX MOUNTED J-BOX FOR INTERCOM ON EXTERIOR AUDIO WIRING DUPLEX OUTLET FOR POWER, AUDIO AND VEHICLE DETECTOR LOOP INTERCOM POWER DATA WINDOW POS MANAGER'S STATION --_--_--_---- --— CONDUITS TO OCS POST DRIVE-THRU COMMUNICATION SYSTEM 1�-' = 1'-0-' SCHEMATIC Z O H V M�/ w Z O w O LL CASE Engineering Inc. 796 Merus Court T 636.349.1600 St_ Louis, MO 63026 F 636349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Z� DARRELL CASE ; L.1c. Me. 031105 K NQ f�.0 o� ION ALeN Y� 12/16/284 G7 Q N Y LI..I LU z Q __J CL J W Z W I..L_ W �O �H z LL a p OJ U C)LL �OC) Q O O � OD = o o VU STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule SHEET TITLE: ELECTRICAL DETAILS SCALE: AS SHOWN SHEET NUMBER: E501 PANEL BOARD MDP SURFACE MOUNTED RATING 22,000 (EXISTING) 120/20 VOLTS 3 PHASE 4 WIRE 600 AMP. BUS CIRCUIT BREAKER TYPE 600 MLO W/ FEED THRU LUGS FED FROM DISCONNECT BREAKER CKT. NO. EQUIP. NO. TRIP AMP NO. POLE BRK. OPT. LOAD SERVED LOAD— V. A. LOAD SERVED BRK. OPT. No. P TRIP AMP EQUIP. NO. CKT. NO. A0 B0 CO 50 3 PANELBOARD 'A' 00 4700 PANELBOARD 'B' 3 150 1 50 3 AHU-1 MCA: 46A CU-1 MCA: 21 A 3 35 2 2520 3 4 5 1 2575 6 7 50 3 1 1 AHU-2 MCA: 46A 1 CU-2 MCA: 21 A 3 35 1 1 8 9 <55201 10 11 12 13 50 3 AHU-3 MCA: 46A 0 CU-3 MCA: 21 A 3 35 14 15 16 17 18 19 50 3 AHU-4 MCA: 46A CU-4 MCA: 21 A 3 35 20 2520 21 2520 22 23 24 25 00 3 PANELBOARD 'C' ELECTRIC WATER HEATER 3 70 26 6000 27 28 29 6000 30 31 — 1 SPACE SPACE 1 -- 32 33 — 1 SPACE -- SPACE 1 -- 34 35 — 1 SPACE -- SPACE 1 -- 36 UNUSABLE SPACE UNUSABLE SPACE UNUSABLE SPACE UNUSABLE SPACE UNUSABLE SPACE UNUSABLE SPACE 796497919779578 TOTAL VA PER PHASE 238424 1 TOTAL VA LOAD DESCRIPTION DEMAND FACTOR D.F. VOLT — AMPS CONNECTED DEMAND LIGHTING 1.25 12822 16028 KEULPIAUL .E.C. 10K+50% REMAINING 21450 15725 MOTORS N.E.C. 25% 2400 2700 KITCHEN EQUIPMENT N.E.C. 65% REFRIGERATION 1.00 WATER HEATER 1.00 1.00 Breaker AS Options: Powerlink AS Breaker LO Handle lock —on device ST Shunt Trip Type AUX Auxiliary Contacts PA Handle Padlock Attachment GFCI Ground Fault Circuit Interrupter HACR Heating, A/C & Refrigeration SF Subfeed AFCI Arc Fault Circuit Interrupter L/0-PROVIDE LOCK -ON DEVICE C/P-CIRCUIT VIA CONTROL PANEL PANELBOARD LOAD = V.A213964 FULL LOAD AMPS = A. 594 PANEL BOARD A RECESSED MOUNTED RATING 22,000 (EXISTING) 120/20 VOLTS 3 PHASE 4 WARE 225 AMP. BUS CIRCUIT BREAKER TYPE 150 MLO FED FROM PANEL 'MDP' OCT. NO. EQUIP. NO. TRIP AMP NO. POLE BRK. OPT. LOAD SERVED LOAD— V. A. LOAD SERVED BRK. OPT. NO. P TRIP AMP EQUIP. NO. CKT. NO. A0 t 60 CO 1 20 1 PRINTER COMMUNITY TABLE 1 20 2 3 20 1 GFCI SAFE POS GFCI 1 20 4 5 20 1 SPARE -- NITROGEN GENERATOR GFCI 1 15 19559 6 7 20 1 DT SIGNAGE 18 BLENDER 1 20 8 9 2264220 1 GFCI WATER FILL STATION 540 CONVENIENCE OUTLETS 1 20 10 11 20 1 GFCI SPEAKER POST 1250 DOS CONTROL BOX GFCI 1 20 12 13 20 1 SHOW WINDOW OUTLETS I SPARE 1 20 14 15 20 1 EF-1 1200 HAND DRYER 1 20 16 17 20 1 HAND DRYER;1500 EF-2 1 20 18 19 20 1 DT SIGNAGE EXIST. SITE LIGHTING 1 20 20 21 20 1 CONVENIENCE OUTLETS DT MENUBOARD 1 20 22 23 1884630 2 PA ICE MACHINE 1700 EXTERIOR LIGHTING 1 20 24 25 SPARE 1 20 26 27 20 1 LO LIGHTING DT AIR CURTAIN 2 40 28 29 20 1 LO LIGHTING 91 13550 30 31 20 1 EXTERIOR SIGNAGE 1 00 1 BREWER/WARMER GFCI 1 20 10312 32 33 1026720 1 GFCI (1) UC FRIDGE 4 INSTA HOT GFCI 1 20 22642 34 35 1026720 1 GFCI (2) UC FRIDGE Q1265 SPARE 1 20 36 37 13682 20 1 1 GFCI FREEZER REACH -IN FREEZER REACH -IN GFCI 1 20 1368238 39 20 1 SPARE -_-_ SPARE 1 20 40 41 20 1 SITE LIGHTING DUCT SMOKE DETECTORS 1 20 42 14789 13-0211142301 TOTAL VA PER PHASE 42040 1 TOTAL VA LOAD DESCRIPTION DEMAND FACTOR D.F. VOLT - AMPS CONNECTED DEMAND LIGHTING 1.25 11622 14528 RECEPTACLESN.E.C. 10K+50% REMAINING 5430 5430 MOTORS N.E.C. 25% 2400 2700 KITCHEN EQUIPMENT N.E.C. 65% REFRIGERATION 1.00 WATER HEATER t.00 HVAC EQUIPMENT PANELBOARD LOAD = V.A.42964 FULL LOAD AMPS = A. 119 PANEL BOARD C SURFACE MOUNTED RATING 22,000 (NEW) 120/20 VOLTS PHASE 4 WIRE 100 AMP. BUS CIRCUIT BREAKER TYPE 100 MLO FED FROM PANEL 'MDP' CKT. NO. EQUIP. NO. TRIP AMP NO. POLE BRK. OPT. LOAD SERVED LOAD— V. A. LOAD SERVED BRK, OPT. NO. POLE TRIP AMP EQUIP. NO. CKT. NO. A0 I BO CO 1 2003230 2 GFCI OVEN 000 ESPRESSO GFCI 2 40 19742 2 3 4 5 2003230 2 GFCI OVEN 3000 *1ESPRESSO GFCI 2 40 19742 6 70; 8 9 10032 30 2 GFCI OVEN 3 0 ESPRESSO 3000 GFCI 2 40 19742 10 11 12 13 20 1 SPARE —_—_ SPARE 1 20 14 15 20 1 SPARE —_— SPARE 1 1 20 16 17 20 1 SPARE —_—_ SPARE 1 20 18 120001200012000 TOTAL VA PER PHASE 36000 TOTAL VA LOAD DESCRIPTION DEMAND FACTOR D.F. VOLT — AMPS CONNECTED DEMAND LIGHTING 1.25 0 0 RECEPTACLESN.E.C. 10K+50% REMAINING 0 0 MOTORS N.E.C. 25% KITCHEN EQUIPMENT N.E.C. 65% 36000 23400 REFRIGERATION 1.00 WATER HEATER 1.00 HVAC EQUIPMENT 1.00 PANELBOARD LOAD = V.A.23400 FULL LOAD AMPS = A. 65 PANEL NOTES: 1. EC TO PROVIDE HANDLE TIE ON ALL MULTIWIRE BRANCH CIRCUITS PER N.E.C.210.4(B). 2. ALL SPARE CIRCUIT BREAKERS AND DISCONNECT SWITCHES SHALL BE LEFT IN THE OFF POSITION. 3. ALL SERVICE EQUIPMENT SHALL BE MARKED WITH THE MAXIMUM AVAILABLE FAULT CURRENT LOCATED AT THE POINT OF TERMINATION AS PER N.E.C. 110.24. 4. ALL EQUIPMENT SHALL BE PROVIDED WITH A PERMANENT LABEL INDICATING ARC FLASH DANGERS AS MEETING N.E.C. 110.16 AND PLACED IN A CLEARLY AND FULLY VISIBLE MANNER. 5. WHERE NEW BREAKERS ARE INSTALLED IN EXISTING PANELS, THEY SHALL MATCH THE MANUFACTURER AS THE ELECTRICAL PANEL, SHALL BE OF A LETTER TYPE AS LISTED BY THE MANUFACTURER TO MAINTAIN THE 'UL' LISTING OF THE ELECTRICAL PANEL, AND SHALL MEET OR EXCEED THE FAULT CURRENT RATING OF THE EXISTING BREAKERS IN THE ELECTRICAL PANEL. 6. LIGHT COLORED TEXT IN THE PANEL SCHEDULES INDICATES WHERE EXISTING WORK IS PROVIDED AND ANTICIPATED TO REMAIN AS -IS. DARK COLORED TEXT IS WHERE NEW WORK IS ANTICIPATED AND TO BE PROVIDED UNDER THIS SCOPE. PANEL BOARD B (EXISTING) 120/20 V( CIRCUIT BREAKER CKT. NO. EQUIP. NO. TRIP AMP NO. POLE BRK. OPT. LO 1 20 1 GFCI W EI RI 3 2264 20 1 GFCI INSTA- 5 20 1 GFCI CUP L 7 10110 20 1 GFCI REACH 9 20 1 SECUR 11 20 1 CONV. 13 1108320 1 GFCI REACH 15 1108320 1 GFCI REACH 17 15816 40 2 GFCI DISHWI 19 21 120 1 GFCI FUTURI 23 20 1 GFCI POS 25 20 1 GFCI WATER 27 20 1 SPARE 29 20 1 GFCI HVAC 31 20 1 TIME S 33 10808201 1 GFCI GRINDE 35 1074660 2 GFCI BREWS 37 39 2264220 1 GFCI INSTA- 41 20 1 GFCI SECUR LOAD D LIGHTIN RECEP- MOTOR'. KITCHE REFRIG WATER V EQUIPMENT CONNECTION SCHEDULE TAG QTY. DESCRIPTION EQUIV ALENT ELECTRICAL DATA FEEDER SIZE REMARKS LOAD MCA AMPS MOCP AMPS VOLTAGE CKT# VA PHASE PHASE COND. NEUTRAL GROUND CONDUIT 18846 1 ICE MACHINE 3598 17.3 30 208 1 2 10 - 10 3/4 A-23,25 - 10312 4 WARMER 90 0.75 20 120 1 1 12 12 12 3/4 A-32 - 16623 1 SCALE 120 0.5 20 120 1 1 12 12 12 3/4 B-33 - 10267 6 UC FRIDGE 460 4 20 115 1 1 12 12 12 3/4 A-33 A-35 (3) ON INSTA-HOT DID#22642 CIRCUITS 10746 1 BREWER 8200 40.1 60 208/120 1 2 6 6 10 1 B-35,37 3 WIRES + GND 16238 1 PASTRY CASE 1812 8.24 20 208/120 1 2 12 12 12 3/4 B-22,24 — 10856 6 BREWER/WARMER 72 3 20 24 1 1 12 12 12 3/4 A-32 — 13682 2 FREEZER REACH —IN 1265 11 20 115 1 1 12 12 12 3/4 A-37 A-38 — 11083 2 REACH -IN FRIDGE 1150 10 20 115 1 1 12 12 12 3/4 B-13 B-15 — 10110 1 REACH —IN FRIDGE 978 8.5 20 115 1 1 12 12 12 3/4 B-7 10808 1 GRINDER 1560 13 20 120 1 1 12 12 12 3/4 B-33 — 20032 3 OVEN 6000 28.4 30 208 1 2 10 — 10 3/4 C-1,3 C-5,7 C-9,11 — 12508 2 BLENDER 1800 15 20 120 1 1 12 12 12 3/4 A-8 B-10 — 12618 2 UC FRIDGE 480 4 20 120 1 1 12 12 12 3/4 B-42 — 22642 3 INSTA—HOT 1500 12.5 20 115 1 1 12 12 12 3/4 A-34 B-3 B-39 EACH WITH (1) U.C. FRIDGE DID #10267 22642 1 INSTA—HOT 1500 12.5 20 115 1 1 12 12 12 3/4 A-9 LOCATED AT WATER FILL STATION 19742 3 ESPRESSO MACHINE 6000 27.8 40 208 1 2 8 — 10 3/4 C-2,4 C-6,8 C-10,12 — 15186 1 DISHWASHER 6344 30.5 40 120/208 1 2 8 8 10 3/4 B-17,19 — 20110 1 KEG DISPENSER FRIDGE 690 6 15 115 1 1 12 12 12 3/4 B-36 — 19559 1 NITROGEN DISPENSER 720 6 15 120 1 1 12 12 12 3/4 A-6 — EC SHALL VERIFY EQUIPMENT PROVIDED MATCHES THAT IN SCHEDULE PRIOR TO ENERGIZING CIRCUIT. ALL EQUIPMENT THIS SCHEDULE PER SPECIALTY EQUIPMENT SCHEDULE 'E'. REFER TO ARCHITECTURAL PLANS FOR DATA/DEVICE SCHEDULE 'A' STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES SODS & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q c> pARRELL CASE i Llc, No. 031105 12/16o2eS'91 NAI, LL Q N N Y > W Lu z < LU z LL U) (n W LU W < O � ~ 0 z LL a O O C)Ln U ULj r � LO Q 0 00� 00 = o D U STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: ELECTRICAL SCHEDULES SCALE: AS SHOWN SHEET NUMBER: E601 NOTE: GENERIC DETAIL IS FOR INFORMATION AND COORDINATION ONLY; ENGINEER TO MODIFY AS APPROPRIATE CUP LABELER (TYP) MASTRENAII ESPRESSO MACHINE (TYP) UNDERCOUNTER REFRIGERATOR (TYP.) ------- IoT MODULE FOR ESPRESSO MACHINE, FOIO (TYP.) POWER RECEPTACLES °DEDICATED RECEPTACLE FOR ESPRESSO MACHINE -QUAD RECEPTACLE FOR INSTANT HOT WATER TAP AND UNDERCOUNTER REFRIGERATOR ESPRESSO PUMPS ATTACHED TO BACKER BOARDS PER MANUFACTURER SPECIFICATIONS. BACKER BOARDS ATTACHED TO MOUNTING PANEL BEHIND ICE BIN POWER AND DATA STUB -UPS. SEE BUILDING PENETRATION PLAN FOR FINAL LOCATION. PARTNER SIDE oT� J JL_J ME O L/JL J \ / \ r--1 r-7 \_ J /J L i7 OGENERIC ESPRESSO BAR ELECTRICAL & PLUMBING DIAGRAM 1 scale 3/4" = V-0" 12' - 0 1/2" (3670.3 MM MIN. BLOCKING (VIF)) EQ. 11' - 0 1/2" (3364.2MM 3 SCREENS) EQ.11 T - 8 1/4" T - 8 1/4" I 1 I 2,_9„ I 7_9„77 I (E I 4" 4" I 4" 1 4" 6" 6" 4" 4" a I I I I ILL LL O O r-- -- —I— — —� r------ -- -- K I1> w 1 1 � u7 1 1 uC7I1 Z__ L+J L_il=__�__-_____- L J L____4___i _J-_J L+J L__� I 4 I I I I I I 1— — — 1---- L_-- J a — — 1 tY — I t— — m — I---1 r—r—i-- - --- -----1 r 1 r--------i-7—� r-1 r-- 1 I r1� I 1 I Irl� I I I rl� I Z j J 1J I L-J I LJ I 1J I 1 �_j LJ ail I I Wj L--- —_J L----J L--------_J L----J—— — — — — —J L_____j S S L- ----------------------- I - - - - - - - - - - - - - s�'s'------- - 6" CENTER OF MENU I / ASSEMBLY MIN. OFFSET (TYP.) DESIGNER/CONSULTANT TO ADAPT DETAIL BASED ON STORE SPECIFIC MENU BOARD EQUIPMENT PER SDRC GUIDELINES FOR DIGITAL MENU BOARDS. 3ODIGITAL MENU BOARDS - STANDARD MOUNT scai 3/4" = V-0" WALL MOUNTED ELECTRICAL SERVICE PANELS I ALIGN EDGE OF 916�� PAINTED CLEARANCE AREA ON FLOOR TO OUTER EDGES OF SERVICE PANELS 0� 0 PAINT CLEARANCE AREA STRIPING ON FLOOR IN FRONT OF SERVICE PANELS WITH RUSTOLEUM HIGH PERFORMANCE ENAMEL "SAFETY YELLOW' PAINT ICE BIN SNEEZE GUARD (TYP.) PLUMBING FIXTURES FOR RINSER SINK (TYP.) FILTERED COLD WATER SUPPLY OR INSTANT HOT/AMBIENT WATER FONT AND WATER DISPENSER TOWER -NON-FILTERED COLD WATER SUPPLY FOR METERED SPOON RINSER -NON-FILTERED COLD WATER SUPPLY FOR PITCHER RINSER POWER RECEPTACLES -DEDICATED RECEPTACLE FOR ESPRESSO MACHINE -QUAD RECEPTACLE FOR INSTANT HOT WATER TAP AND UNDERCOUNTER REFRIGERATOR WATER BOILER FOR INSTANT HOT WATER FONT (TYP.) PLUMBING STUB -UPS. SEE BUILDING PENETRATION PLAN FOR FINAL LOCATION. POWER AND DATA RECEPTACLES °(2) RECEPTACLES FOR LABEL PRINTERS AND/OR CONNECT DEVICES -2-DATA PORT FOR LABEL PRINTERS AND/OR CONNECT DEVICES -2-DATA PORT FOR FUTURE USE NOTE: GENERIC DETAIL IS FOR INFORMATION AND COORDINATION ONLY; ENGINEER TO MODIFY AS APPROPRIATE RECEIPT PRINTER (TYP.) �\ POWER AND DATA RECEPTACLES (RELOCATE AS NECESSARY) -DEDICATED RECEPTACLE FOR UPS (POS AND PED) -2-DATA PORT FOR POS PED AND/OR CONNECT 10011 o 1 DEVICES L JL J CASH DRAWER (TYP.) POS BANK (TYP.) SAFE (MAY NOT BE INSTALLED AT ALL POS WORKSTATION TYPES) PARTNER SIDE C IC a Io1101 1o01101 L JLJ L_JLJ OGENERIC DOUBLE POS ELECTRICAL & PLUMBING DIAGRAM Scale: 3/4" = 1'-0" OA POWER, TELEPHONE & DATA RECEPTACLES (IN WALL, BELOW DESK) °(1) QUAD RECEPTACLE FOR: PC, PRINTER, PHONE AND HPC °(1) QUAD RECEPTACLE FOR: LAPTOP, CASH SCALE AND FUTURE USE °(1) QUAD RECEPTACLE 1 PHONE MAIN — MAX. LENGTH POWER (5'-6") — MAX. LENGTH DATA (5'-6") METAL RECESSED CABLE MANAGEMENT AND POWER STORAGE BOX. MINIMUM (1) RECEPTACLES AND (1) DATA PORT PER SCREEN. MINIMUM (4) OUTLETS AND (4) DATA PORTS PER STORE. CENTER OF MENU BOARDS AT 7' -4" (2235MM) A.F.F. MIN., 8' - 6" (2590MM) A.F.F. MAX. SEE INTERIOR ELEVATIONS rO oai FOR ACTUAL DIMENSION — — — C� 3/4" PLYWOOD BACKING BEHIND WALL FINISH, SECURED TO STRUCTURE WALL MOUNTED MENU BOARD BRACKET DIGITAL SCREEN POS MONITOR (TYP.) POWER AND DATA RECEPTACLES (RELOCATE AS NECESSARY) -DEDICATED RECEPTACLE FOR UPS (POS AND PED) -2-DATA PORT FOR PED AND/OR CONNECT DEVICES -QUAD RECEPTACLE FOR SAFE AND FUTURE USE -2-DATA PORT FOR FUTURE USE POWER AND DATA STUB -UPS. SEE BUILDING FLOOR PENETRATION PLAN FOR FINAL LOCATION. (3) SLEEVES FOR LOW VOLTAGE CABLE BUNDLES MOUNTED TO (2) UNISTRUTS MAINTAIN 24" (610MM) MIN. L CLEARANCE FOR WHEN EQUIPMENT RACK IS IN OPEN ACCESS POSITION °(1) 2-DATA PORT FOR: PC AND PRINTER L---_—____J I /j\ SHELVING ABOVE I I I I \ / EQUIPMENT RACK DESK © POWER & DATA RECEPTACLES (IN WALL, ABOVE SHELVES) °(1) QUAD RECEPTACLE FOR: EMS DATA CONCENTRATOR °(1) DUPLEX RECEPTACLE FOR: SECURITY CONTROL ALARM PANEL °(1) 2-DATA PORT FOR: EMS DATA CONCENTRATOR © POWER & DATA RECEPTACLES (IN WALL, AT MUSIC SYSTEM SHELF) °(1) DUPLEX RECEPTACLE FOR: MUSIC SYSTEM AMPLIFIER AND FUTURE USE (1) 2-DATA PORT FOR: CURIO PLAN VIEW CEILING HEIGHT SHOWN AT 96" (2440MM). REFER TO REFLECTED CEILING PLAN(S) FOR ACTUAL HEIGHT. SECURITY CONTROL ALARM PANEL EMS DATA CONCENTRATOR. ALLOW 2" (50 MM) IN. CLEAR ABOVE DEMARC, IF REQUIRED WIRELESS MODEM AT 84" (2130 MM) A.F.F. STARBUCKS VENDOR TO DETERMINE OPTIMAL DEVICE LOCATION POWER AND DATA RECEPTACLES AT 80" (2030MM) A.F.F. TO CENTER OF GROUPING. SEENOTE'B'ABOVE FOR DESCRIPTION WALL MOUNTED SHELVING UNIT ATTACHED TO BACKER BOARD POWER AND DATA RECEPTACLES AT 80" (2030MM) A.F.F. TO CENTER OF GROUPING. SEE NOTE' B' ABOVE FOR DESCRIPTION. MUSIC SYSTEM PLAYER AND AMPLIFIER (FURNISHED BY OWNER, INSTALLED WITH SPEAKER SYSTEM BY GC) ON 14" DEEP (355MM) SHELF ONLY (MIN.) ( NOT IN EQUIP. RACK). HOME PHONE CONNECT (HPC) CORDLESS 1 LINE PHONE OFFICE PC DESK Lrr yr IPOD TOUCH CHARGING CRADLE POWER, TELEPHONE & DATA RECEPTACLES AT 12" (305MM) A.F.F. TO CENTER OF GROUPING. SEE NOTE' A' ABOVE FOR DESCRIPTION ELEVATION VIEW I — — — — — — — — — — I I I I /X ROLLING CART (BELOW) L---------�---------J / \ I I / \ tt ® I `\\ 117 117� jL � \ _ L I 2 L — J \ DO POWER RECEPTACLES (IN WALL, AT BACK OF EQUIPMENT RACK) ? 2 1 °(1) INDIVIDUAL BRANCH CIRCUIT RECEPTACLE FOR: LJ\�UPS °(1) DUPLEX RECEPTACLE FOR: 2'- 2 1/4" lfi7nMM1 X - 7 3/4° 1111 nMMI PDU STRIP AND FUTURE USE LOW VOLTAGE CABLE BUNDLES 1OMUSIC 2OSECURITY 3OPOS PLAY NETWORK SECURITY PANEL HIGH SPEED INTERNET SPEAKERS FUTURE USE DEMARC EXTENSION ------------- POS LAN ----- ---- DTTIMER I I I I I I I I I I L___J L__J L____J Fr—�r_r71 $10011011 ❑ 11 00 0 ❑ L_ J L J L J 1" '25MM 100MM (3) 2" (50 MM) 0 i (L SLEEVES FOR LOW VOLTAGE -- CABLE BUNDLES 3 MOUNTED TO (2) UNISTRUTS LAY -IN U I � CEILING CEILING TRIM — I RING (TYP.) J ENLARGED VIEW MINI GROUND BAR FOR EQUIMENT RACK. GC TO �d LJ L L CGORDINATE RACK GROUNDING TO BAR WITH #6 ROUND WIRE AND PER JURISDICTIONAL REQUIREMENTS MOUNT GROUND BAR AT 86" 2185 MM A.F.F. r========1---------/fit MAINTAIN 24" (305 MM) MIN. CLEAR FOR EQUIP. RACK IN OPEN ACCESS II I 25 MM \ / I POSITION) ACCESS. SEE PLAN VIEW II \\ // 1 ABOVE 11 r_1—_1 II \ / 1 II I rod rod I II \ / POWER & DATA RECEPTACLES AT II 1 LOJ LOJ *___T 1 69 1/2" (1765 MM) A.F.F. TO CENTER r� ____________________ II L_I_J 11 / \ 1 OF GROUPING. SEENOTE'D' II--� �j II II // \\ I ABOVE FOR DESCRIPTION. r�r7 111 +1 0 1 1 cc) 1 I p II // \\ I MOUNT EQUIPMENT L J JJ \ RACK AT 56" (1420 MM) A.F.F. EQUIPMENT RACK WALL MOUNTED TO STRUCTURE I_ I L _ _ _ _ `_ J BY STARBUCKS VENDOR (GC TO COORDINATE ___,____—= I 11 II I I I -------I--LL—�L L--- DL --------- -- -- --- -- — IIIII IIII II III II IIII F��----�-- rI ri ���L1LoJ L❑JIIo_p11p_p11pa11 J JJ1I LLL_J IIII II IIII 11111 II IIII III 114i H I ------ — NOTE: EQUIPMENT SHOWN AS DASHED LINES IS TO BE FURNISHED AND INSTALLED BY OWNER UNLESS NOTED OTHERWISE. INSTALLATION). GROUND RACK PER MFR S ASSEMBLY INSTRUCTIONS. SEE EQUIPMENT RACK SCHEDULE BELOW FOR EQUIPMENT INCLUDED WITHIN. u_ — SECURITY MONITOR MOUNTED ON MONITOR u_ ARM (ATTACHED TO BACKER BOARD). — SECURE KEY BOX g — PRINTER 0 — CASH SCALE o F 83" W X 96" H (2110MM W X 2440MM H) MIN. 3/4" FIRE v RATED PLYWOOD BACKER BOARD. FASTEN TO STRUCTURE TO HOLD MIN. 350 PSF. PAINTABLE SURFACE ON ROOM SIDE & FINISH AS SCHEDULED. — ROLLING CART EQUIPMENT RACK SCHEDULE UPS NETWORK SWITCH ISECURITY RECORDER NVR IPS EQUIPMENT PATCH PANEL ISECURITY KEYBOARD ROUTER IPRODUCTION CONTROLLER DEVICES N N r STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q �c> pARRELL CASE _ Lw No. 031105 12/16o2eSSIONALS6 Y� Q N Y > LLJ z d _j z U) to W ILL! LU < O � ~ 0 z LL a p O U Ln U � 0� Q 2 (Y 0 STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date SHEET TITLE: ELECTRICAL DETAILS SCALE: AS SHOWN SHEET NUMBER: ELECTRICAL SERVICE PANEL FLOOR CLEARANCE OMANAGER DESK (NEW) AND EQUIPMENT RACK RIGHT- ELECTRICAL E711 scale: 6" = V-0" scale: 3/4" = 1'-0" F0 FO BACK W QUAD RECEIPT CONVEN 12"(305� SHELVIN ABOVE EDGE OI DESKTO 1OPARTNER DESK II - ELECTRICAL semi 3/4" = V-0" BACK WALL RECEPTACLE FOR REFRIGERATOR AND/OR FREEZER AT 84" (2135MM) AFF / � I I / � I OREFRIGERATOR/FREEZER - ELECTRICAL Scale: 3/4" = 1'-0" ACK WALL ECEPTACLE FOR ANITIZER AT 18" .60MM) A.F.F. OSANITIZING WORKSTATION - ELECTRICAL Scale: 3/4" = V-0" BACK WALL RECEPTACLE FOR ICE MACHINE AT 72" (1830MM) A.F.F. (ICE MACHINE - ELECTRICAL (VICE 3/4" = V-0" DUPLEX RECEPTACLE AND DATA PORT AT 47" (1190MM) A.F.F. DUPLEX RECEPTACLE F, INSTANT HOT WATER TAP AT (660MM) A.F.F. SHELVING ABO` OWATER FILLING STATION - ELECTRICAL Scale: 3/4" = V-0" FUTURE HHOP CABLING TO HEADSET BASE STATION FROM J-BOX AT CLG/WALL FOR EXTERNAL EXTENDED COVERAGE ANTENNA (FOIO) DRIVE THRU WIRELESS HEADSET BASE STATION DRIVE THRU TIMER MONITOR NOTE: EQUIPMENT SHOWN AS DASHED LINES IS TO BE FURNISHED AND INSTALLED B OWNER UNLESS NOTED OTHERWISE T-4" 8" (205mm) (2235mm) (T1,P) DRIVE THRU DIGITAL PRODUCTION MONITOR E 0 }f 3/4" PLYWOOD DRIVE THRU TENDERING REGISTER BACKER TO BE ivI INSTALLED TRIPLE MONITOR MOUNT (GC INSTALLED) ° ° 1 BEHIND WALL SEE PLAN VIEW FOR MOUNTING LOCATION i\ E I FINISH BY G.C. CLEAT E I FASTEN TO POWER RECEPTACLES AT 28" (711MM) TO of v i J-BOX ° � STRUCTURE TOP OF RECEPTACLE A.F.F. N w N BEYOND. -DEDICATED QUAD RECEPTACLE FOR DT 1 DIGITAL PRODUCTION MONITOR, UPS UNIT N U (FOR DRIVE THRU TENDERING REGISTER) v iv to - E I J TOP OF AND FUTURE USE " E L------------------------------------ ^J FINISHED -DEDICATED QUAD RECEPTACLE FOR to U)i E FLOOR FUTURE USE v io of -2-DATA PORT FOR TENDERING REGISTER AND EXPEDITOR POS = °4-DATA PORT FOR DT VIDEO AND FUTURE e ELEVATION VIEW - BACKING USE 6' - 0" POS BANK (TYP) (1830mm) 9" (230mm) CASH DRAWERS DRIVE THRU VIDEO CONDUIT FROM DT ORDER POINT TO BANQUETTE DT VIDEO DATA BOX AT 28" (71 1MM) A.F.F. I FACE OF WALL ELEVATION VIEW FRAME (ABOVE) ►{ JUNCTION BOX I FOR BANQUETTE ' DIMENSIONS INDICATE CENTER I POWER OUTLET AT MOUNTING POINT FOR MONITOR BASE 1 1 9" (230mm) A.F.F. VERIFY OUTLET POWER AND DATA RECEPTACLES QUANTITY PER -DEDICATED QUAD RECEPTACLE FOR DT L --___— --_------J FF&ESCHEDULE. DIGITAL PRODUCTION MONITOR, UPS UNIT (FOR DRIVE THRU TENDERING REGISTER) AND FUTURE USE PLAN VIEW - ELECTRICAL COMPONENTS °DEDICATED QUAD RECEPTACLE FOR FUTURE USE °2-DATA J-BOX °4-DATA J-BOX FACE OF WALL POWER AND DATA RECEPTACLES -DEDICATED QUAD RECEPTACLE FOR DRIVE THRU TIMER MONITOR AND CONTROL UNIT. CONVENIENCE (2) DEDICATED DUPLEX RECEPTACLE FOR OUTLET BUILT WIRELESS BASE AND SIGNAL PROCESSOR INTO BANQUETTE WITH CIRCUIT ISOLATED GROUND FRAME °2-DATAJ-BOX — — — — — — — — — °SINGLE DATA J-BOX PLAN VIEW ®BANQUETTE - CLOSTER - ELECTRICAL scale: 3/4" = V-0" MOP SINK GFCI 120V DUPLEX RECEPTACLE FOR BOOSTER PUMP ABOVE INSTALLED AT FACE OF WALL AT 9'-0" (2745MM) A.F.F. (IF REQUIRED). WATER FILTRATION SYSTEM (WATER FILTRATION - CONFIGURATION I 7 scale 3/4" = V-0" PLAN VIEW OPOS 06-03 ELECTRICAL Scale: 3/4" = 1'-0" i I 36" W X 51" H (915MM W X 1295MM H) MIN. FIRE 1'- 7" RATED PLYWOOD BACKER BOARD. FASTEN TO 7F-lT F-STRUCTURE. WALL FINISH TO CONCEAL. �j o I LJ I I DRIVE THRU TIMER SIGNAL PROCESSOR (TSP) I d1 I I I I C�J II I L J __J_L -- J DRIVE THRU TIMER CONTROL UNIT 10011011011111110. r 0O 0014 IT POWER AND DATA RECEPTACLES AT 8'-2" L — JL JL JL J I I I (2490MM) TO TOP OF RECEPTACLES A.F.F. -II. L -- _ I °DEDICATED QUAD RECEPTACLE FOR DRIVE I I I I I THRU TIMER MONITOR AND CONTROL UNIT I 11 °(2) DEDICATED DUPLEX RECEPTACLE FOR 11 I WIRELESS BASE AND SIGNAL PROCESSOR 11 I I WITH CIRCUIT ISOLATED GROUND �L -- J -2-DATA PORT FOR DT TIMER AND CONTROL UNIT -SINGLE DATA PORT FOR DT AUDIO (MIC & SPEAKER) 1 11 RECEIPT PRINTER DUPLEX CONVENIENCE — — F,__ _ OUTLET AT 45" (1143MM) TO ► I I I I I TOP OF RECEPTACLE A.F.F. 1 1 I I L—__--J L _ __J DRIVE THRU EXPEDITOR POS r lI �o POWER RECEPTACLE AT 28" (711 MM) TO TOP OF r — RECEPTACLE A.F.F. -QUAD RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AND Oo 00II ❑II o ❑ �oo,� FUTURE USE 00 OO 0 00 SINGLE DOOR F =� REFRIGERATOR �II DT AUDIO CONDUIT FROM N� \ DRIVE THRU ORDER POINT AND DETECTOR LOOP CONDUIT FROM DT WINDOW TO DT TIMER CONTROL DATA JUNCTION BOXES AT 8'-2" (2490MM) Mm 1'-W V-9" I POWER RECEPTACLE °QUAD RECEPTACLE FOR UNDERCOUNTER _ LID REFRIGERATORAND �= � FUTURE USE � � POWER RECEPTACLE 1 - 11 1/2 I I °DUPLEX CONVENIENCE ®®LN UNDERCOUNTER —_z _ _ 2 I I REFRIGERATOR L L -===_J EDGE OF COUNTERTOP IL_____JJ I I S I I I UNDERCOUNTER REFRIGERATOR N N r N r STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q �c> CARRELL CASE _ LIc. No. 031105 =A? ��K eo� 12/16�2eSSIONALxCNI � Y Q N Y > W Z <w U) z N� N U) W LU W :E0 O � ~ z LL a p O ULn U �� LLJ r LLJ LO Q � OD = o [1-7-- U STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev I Date SHEET TITLE: ELECTRICAL DETAILS SCALE: AS SHOWN SHEET NUMBER: E712 POWER AND DATA RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. -RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR -QUAD RECEPTACLE FOR LABEL PRINTER, FUTURE USE AND/OR CONNECT DEVICES -2-DATA PORT FOR CUP LABELER POWER AND DATA RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. -DEDICATED RECEPTACLE FOR WARMING .2-DATA PORT FOR FUTURE USE UNDERCOUNTER REFRIGERATOR 8'-11" 3' - 2 1/2" 1'- 11 1/2" 2'-6" I I I I I I I I I I I 1 1 1 I I I I I I 4" 4" I I I 1 1 1 I I I I I 1 I I I 4" OWRM 09-02 ELECTRICAL 1 scale 3/4" = 1'-0" POWER RECEPTACLE FOR RINSE SINK AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. - POWER AND DATA RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. -RECEPTACLE FOR UNDERCOUNTER NITROGEN 2'- 6 1/2" GENERATOR -RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR -RECEPTACLE FOR BLENDER(S)- -RECEPTACLE FOR USE FUTURE USE L -2-DATA PORT FOR FUTURE USE 'BLENDER QUANTITY BASED I ON EQUIPMENT SCHEDULE 1 I OCBE 14-01 ELECTRICAL 3 scale 3/4" = 1'-0" POWER AND DATA RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. oQUAD RECEPTACLE FOR DPM TABLET AND FUTURE USE -2-DATA PORT FOR DPM TABLET OCHP 03-02 ELECTRICAL 5 sca e 3/4" = 1'-0" 3' - 2 1/2" 10 II I �I I II I II I II I I IL I I 12'-8" 2'-2" POWER AND DATA RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. °(2) DEDICATED RECEPTACLE FOR WARMING -RECEPTACLE FOR UNDERCOUNTER _ REFRIGERATOR -2-DATA PORT FOR FUTURE USE UNDERCOUNTER REFRIGERATORS POWER AND DATA RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. -RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR -RECEPTACLE FOR UNDERCOUNTER NITRO REFRIGERATOR -RECEPTACLE FOR BLENDER(S)' -RECEPTACLE FOR LABEL PRINTER -2-DATA PORT FOR LABEL PRINTER -2-DATA PORT FOR FUTURE USE :1�]Y 2 2 I I I I I I I — — — — — — — — — t I I F1 UNDERCOUNTER 1 I NITRO I REFRIGERATOR I I I UNDERCOUNTER NITROGEN GENERATOR UNDERCOUNTER REFRIGERATORS POWER AND DATA RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F.7 (2) RECEPTACLES FOR 5'- 9" LABEL PRINTER AND/ POWER AND DATA RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. - -QUAD RECEPTACLE FOR COFFEE WARMERS -RECEPTACLE FOR FUTURE USE -2-DATA PORT FOR FUTURE USE POWER AND DATA RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. - -DEDICATED RECEPTACLE FOR BREWER -DATA PORT FOR FUTURE USE OBRW 03-01 ELECTRICAL scale. 3/4" = 1'-0" POWER RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. -DEDICATED RECEPTACLE FOR ESPRESSO MACHINE -QUAD RECEPTACLE POWER AND DATA RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. -QUAD RECEPTACLE FOR GRINDER AND FUTURE USE -DATA PORT FOR FUTURE USE POWER AND DATA RECEPTACLES AT 28" (711MM) TO TOP OF RECEPTACLE A.F.F. °(2) RECEPTACLES FOR LABEL PRINTERS AND/OR CONNECT DEVICES 0(2) 2-DATA PORT FOR LABEL PRINTERS AND/OR CONNECT DEVICES -2-DATA PORT FOR FUTURE USE FOR INSTANT HOT WATER BOILER, 3' - 6" 3' - 5 1/2" 2'- 5 1/2" UNDERCOUNTER REFRIGERATOR AND FUTURE USE Fr—�F _1 1oT H 0# 1 � T , 1000131 r r 1 IoT H I IoT MODULE FOR L_JL_ _J L___21?J L_JL_ _ ESPRESSO MACHINE, FOIO(TYP.1 OF 2) ----------------- /— — — — — — — — — — — — — — — — — — — — — — — — 2,-1„ UNDERCOUNTER REFRIGERATORS OESP 05-02 ELECTRICAL 4 scale 3/4" = 1'-0" OR CONNECT DEVICE 11 1/2" 2' - 9" 2-DATA PORT FOR LABEL PRINTER AND/ r — LI r OR CONNECT DEVICE I n n/ I, 2 1 IoT H (� 0 21"X3'(533MMX76MM) L___J L_JL_ _J STUB -UP PENETRATION AREA. SUPPLY POWER — - _ _ _ _ _ _ AND DATA CONDUIT f FOR ESPRESSO r--- — - -jr MACHINE, INSTANT L— HOT WATER BOILER f AND ADJACENT NITRO I WORKSTATION AS I APPLICABLE. SEE BUILDING FLOOR PENETRATION FOR FINAL LOCATION. .� UNDERCOUNTER REFRIGERATOR UNDERCOUNTER I I WATER BOILER FOR INSTANT HOT WATER FONT OESP 01-01 ELECTRICAL 6 s�aie 3/4" = 1'-0" 1'- 4 1/4" IoT MODULE FOR ESPRESSO MACHINE, FOIO POWER RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. °DEDICATED RECEPTACLE FOR ESPRESSO MACHINE -QUAD RECEPTACLE FOR INSTANT HOT WATER FONT BOILER, UNDERCOUNTER REFRIGERATOR AND FUTURE USE POWER RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. -DEDICATED RECEPTACLE FOR UPS (POS AND PED) -2-DATA PORT FOR POS, PED AND/OR CONNECT DEVICES UNDERCOUNTER SAFE T-0„ 4'-6" 00I®� I0_ ® T ® I L— L__? ?J i OPOS 05-01 ELECTRICAL scale: 3/4" = 1'-0" 21" X 3" (533MM X 76MM) STUB -UP PENETRATION AREA. SUPPLY POWERAND DATA CONDUIT FOR ESPRESSO MACHINES, INSTANT HOT WATER BOILERS AND ADJACENT NITRO WORKSTATION AS APPLICABLE. SEE BUILDING FLOOR PENETRATION FOR FINAL LOCATION. POWER RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. -DEDICATED RECEPTACLE FOR ESPRESSO MACHINE -QUAD RECEPTACLE FOR INSTANT HOT WATER BOILER, UNDERCOUNTER REFRIGERATOR AND FUTURE USE UNDERCOUNTER WATER BOILER FOR INSTANT HOT WATER FONT (TYP. 1 OF 2) POWER RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. -DEDICATED RECEPTACLE FOR UPS (POS AND PED) -2-DATA PORT FOR POS, PED AND/OR CONNECT DEVICES POWER RECEPTACLES AT 28" (711 MM) TO TOP OF RECEPTACLE A.F.F. -QUAD RECEPTICLE FOR FUTURE USE -2-DATA PORT FOR FUTURE USE 18" X 3" (457MM X 76MM) STUB -UP PENETRATION AREA. SUPPLY POWER, DATA AND PHONE CONDUITS FOR POS AND POWER CONDUIT FOR PASTRY CASE. SEE BUILDING FLOOR PENETRATION PLAN FOR FINAL LOCATION. N N r N r O 0 NM w Z 0 0 STARBUCKS® 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q c> DARRELL CASE i Lw. No. 031105 12/ 16/o2eSSIONAL��o� 0L Q N N Y > W Z <w LIJ > U) � w � LU w < O ~ 0 zLL Qoo U Li7 ULL LLJ r LLJ to Q 2 (Y CD STORE* 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev I Date SHEET TITLE: ELECTRICAL DETAILS SCALE: AS SHOWN SHEET NUMBER: E713 EQUIPMENT CONTROL PAC (ECP) MOUNTED INSIDE HVAC SYSTEM OF]L 8 @ R IM ... it n1all ECP POWER & HVAC CONTROL WIRING SURVEYOR RS-485 COMM O CONNECT5 EQUIPMENT HEALTH SENSORS AND 1 REMOTE SENSOR THERMOSTAT COMMUNICATION AND POWER WIRING REMOTE SENSOR IN CONDITIONED AREA USE SINGLE SENSOR PER EXP/HVAC SYSTEM PICK SENSOR TYPE BY LOCATION (OPTIONAL) RS410 WALL MOUNT RS410 WALL MOUNT RS420 DROP DOWN r--------J F---------J r-----� -------r--------!----7------- —r---I— I I I I I I 1 I I ® I I ® I I m I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! 1 I I I I ! I I I I I I I I I L--------J L--------J I I I I I I I I I I L J THERMOSTAT TERMINAL - THERMOSTATS GROUPED IN MANAGERS WORKSTATION AREA NOTES: 1. OUTDOOR TEMPERATURE SENSOR CONNECTED TO ONE ECP ONLY PER LOCATION. FACE NORTH WHEN POSSIBLE. 2. SEE GENERAL NOTES 7 AND 8 FOR REMOTE SENSOR MOUNTING LOCATION DETAILS. OVenstar EMS - Full Lighting Control - HVAC Controls 4 scare 6" = T-0" PHOTOCELL MOUNTED OUTDOORS, TYPICALLY ON ONE HVAC SURVEYOR RS-485 COMM M Mm LIGHTING CONTROL BOARD MOTION DETECTORS 1 OR MORE AS NEEDED (TYPICALLY 2 REQUIRED) • • • •MR •.•. ••.• •.•• •••. •••• .••• IFII IEII IEII IFII IFII IEII • • • • • • • • • • • • • • • • • • • • • • • • OVenstar EMS - Full Lighting Control 3 Scale: 6" = T-0" DATA CONCENTRATOR POWER SUPPLY DATA CONCENTRATOR SURVEYOR SURVEYOR RS-485 COMM CONNECT TO ALL DEVICES HOME -RUN WHEN POSSIBLE CONNECT ETHERNET CABLE TO LAN PORT #37 ON ROUTER IN DATA RACK ©OOBO ���❑i_ CAT-5 ETHERNET CABLE CONNECTED TO NETWORK ROUTER. OVenstar EMS - Full Lighting Control - Data Concentrator scale. 6" = 1'-0" OPTIONAL = GENERAL NOTES 1. SURVEYOR ENERGY MANAGEMENT SYSTEM HARDWARE IS SUPPLIED BY STARBUCKS. 2. DRAWING FOR GENERAL INFORMATION, DESIGN INTENT, AND COORDINATION ONLY. 3. LOCAL BUILDING CODES TAKE PRECEDENCE OVER THIS DOCUMENT. 4. NOT ALL WIRING IS SHOWN ON THIS DRAWING. FOR CLARITY, ONLY ONE EXAMPLE OF EACH TYPE OF DEVICE IS SHOWN. 5. REFER TO THE SURVEYOR INSTALLATION INSTRUCTIONS FOR EACH COMPONENT FOR DETAILED WIRING AND ADDITIONAL CRITICAL INFORMATION. 6. CAUTION! INSTALLATION REQUIRES THE REMOVAL OF SAFETY COVERS AND EXPOSE THE INSTALLER TO HIGH VOLTAGE AND ELECTRICAL HAZARDS. USE OF A LICENSED ELECTRICIAN IS REQUIRED. FOLLOW ALL APPROPRIATE SAFETY PRECAUTIONS. ADDITIONAL SAFETY INFORMATION IS IN THE SURVEYOR INSTALLATION MANUALS. 7. WALL MOUNTED REMOTE SENSOR IS MOUNTED ON WALL 4 TO 5 FT AFF. AVOID AREAS WITH DIRECT AIRFLOW FROM SUPPLY REGISTERS. 8. USE A DROP DOWN SENSOR IF A WALL MOUNT SENSOR CANNOT BE INSTALLED DUE TO SPACE CONSTRAINTS (SEE NOTE 7 FOR REQUIREMENTS). THE SENSOR CLIPS TO THE T-BAR GRID AND ADJUSTED SO THE BOTTOM OF THE SENSOR IS 8 TO 9 FT AFF. ALLOW 2 FT OF CLEARANCE FROM METRO SHELVING AND AVOID AREAS WITH DIRECT AIRFLOW FROM SUPPLY REGISTERS. 9. FOR SURVEYOR EMS TECHNICAL SUPPORT AND SYSTEM COMMISSIONING, CONTACT SURVEYOR TECHNICAL SUPPORT, (855) 647-7660, OPTION 1 OR EMAIL INSTALLSUPPORT@VENSTER.COM. HOURS 6:00 AM TO 8:00 PM PACIFIC, MON-FRI. SURVEYOR EMS COMPONENTS VENSTAR PART SBUX ITEM # DESCRIPTION QUANTITY LCP401 011029483 LIGHTING CONTROL PANEL 1 DC400 011029485 DATA CONCENTRATOR 1 OTS400 011029487 OUTDOOR TEMPERATURE SENSOR 1 ECP400 011029489 EQUIPMENT CONTROL PAC 1 PER HVAC CT414 011029490 COMMUNICATING THERMOSTAT 1 PER HVAC SP400 011029491 SENSOR PAC 1PER HVAC RS410 011029492 WALL MOUNT REMOTE SENSOR 1 PER FOH HVAC RS420 011050767 NARROW DROP DOWN SENSOR 1 PER BOH HVAC MD400 011029497 ADDITIONAL MOTION DETECTOR AS NEEDED DATA CONCENTRATOR O SURVEYOR ETHERNET TO NETWORK ----------I ECP THERMOSTAT MI"SENSOR REMOTE I I 1 1 L---------------------J ---------------- ECP THERMOSTAT I ® n I 1 O SURVEYOR ®� I ° I I I I I I I I 1 REMOTE 1 T( SENSOR L---------------------J FIRST HVAC SYSTEM. WALL MOUNT STYLE SENSOR SHOWN. SEE GENERAL NOTES 7 AND 8 FOR SENSOR MOUNTING LOCATION. SECOND HVAC SYSTEM. REPEAT AS NECESSARY. DROP DOWN STYLE SENSOR SHOWN. SEE GENERAL NOTES 7 AND 8 FOR SENSOR MOUNTING LOCATION. MULTIPLE ECP'S MAY BE COMBINED ON A SINGLE DC PORT WHEN MORE THAN 3 ECP'S ARE USED. LIGHTING CONTROL PANEL PHOTOCELL OVenstar EMS - Full Lighting Control - Basic Low Voltage Wire Runs Scale: 6" = 1'-0" N N O N r N r © 2017 STARBUCKS COFFEE COMPANY STARBUCKS) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. [ STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES SODS & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q c> DARRELL CASE i LK:, No. 031105 12/16�2eSSIONA'6S4 � Y� G7 Q N 0- Y w Lij z Q J CL J I W I..L W W �O � �H z LL a p O U U) U 0� LU T_ LU LO Q 0 Of r (Y 00 D_ T_ D_ V U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: L Revision Schedule Rev Date SHEET TITLE: BOH - EMS, FULL LIGHTING SCALE: AS SHOWN SHEET NUMBER: E714 U... •\ AFF ABOVE FINISHED FLOOR AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE BLDG BUILDING CO2 CARBON DIOXIDE CD CEILING DIFFUSER CLG CEILING CONST CONSTRUCTION CXA COMMISSIONING AGENT DEG DEGREES DM STARBUCKS DESIGN MANAGER DN DOWN DTL DETAIL DWG(S) DRAWING(S) EA EACH EC ELECTRICAL CONTRACTOR ECP EQUIPMENT CONTROL PAC EG EXHAUST GRILLE ELEC ELECTRICAL EM EMERGENCY EMS ENERGY MANAGEMENT SYSTEM EXIST EXISTING EXT EXTERIOR F&I FURNISH & INSTALL FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER, INSTALLED BY OWNER FLR FLOOR FT FOOT/FEET G GAS PIPING GC GENERAL CONTRACTOR HR HOUR HVAC HEATING, VENTILATION, AIR CONDITIONING I.D. INSIDE DIAMETER IAQ INDOOR AIR QUALITY LCP LIGHTING CONTROL PANEL LL LANDLORD LV LOW VOLTAGE MAX MAXIMUM MC MECHANICAL CONTRACTOR MECH MECHANICAL MEP MECHANICAL, ELECTRICAL AND PLUMBING MFG MANUFACTURER MIN MINIMUM NTS NOT TO SCALE O.D. OUTSIDE DIMENSION OSA OUTSIDE AIR REF REFERENCE REQ'D REQUIRED REV REVISION RT ROOFTOP SF SQUARE FEET SHT SHEET SPECS SPECIFICATION(S) SST STAINLESS STEEL TEMP TEMPORARY TYP TYPICAL LINO UNLESS NOTED OTHERWISE UC UNDER COUNTER WH WATER HEATER WSHP WATER SOURCE HEAT PUMP MECHANICAL SYMBOL LEGEND OTHERMOSTAT OTEMPERATURE SENSOR SD SMOKE DETECTOR FLEXIBLE DUCT VOLUME DAMPER FD FIRE DAMPER mCEILING SUPPLY AIR DIFFUSER K-P/- CEILING RETURN AIR GRILLE SIDEWALL AIR DIFFUSER OR GRILLE NEW DUCTWORK EXISTING DUCTWORK — D — CONDENSATE DRAIN — G — GAS PIPING PIPE TURNING DOWN -----0 PIPE TURNING UP T BALL VALVE 0 0 GATE VALVE Ig CONNECTION OF NEW TO EXISTING --4,-4 CHECK VALVE r GAS COCK �♦— UNION PRESSURE GAUGE STRAINER AFF ABOVE FINISHED FLOOR MOTORIZED DAMPER AIR DEVICE # S - SUPPLY GOO R-RETURN CFM E-EXHAUST GENERAL NOTES SCOPE THE INTENT OF THE PROJECT MANUAL AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. SITE EXAMINATION THE MECHANICAL CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTWORK, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE MECHANICAL WORK. PENETRATIONS WHERE PIPES AND DUCTS PENETRATE WALL, SEAL OPENINGS TO PREVENT AIR TRANSFER BETWEEN SPACES. USE FIRE RATED SEALANTS ON ALL FIRE SEPARATION PENETRATIONS, INCLUDING FLOORS. SEAL AROUND ALL PIPES AND DUCTS PENETRATING FIRE SEPARATIONS WITH NON-COMBUSTIBLE PACKING RETAINED BY METAL COLLARS. THE ASSEMBLY SHALL BE APPROVED BY STATE FIRE MARSHALL. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE APPROPRIATE PROVISIONS OF CSA, ULC, ARL, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND PROJECT MANUAL AND THE CODES AND ORDINANCES, USE WHICHEVER IS MORE STRINGENT. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. PERMITS AND FEES THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL WORK. WARRANTY THE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. GENERAL MECHANICAL NOTES 1. MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF WORK. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF SYSTEM(S). FURNISH & INSTALL ALL COMPONENTS NEEDED WHETHER INDICATED OR NOT TO PROVIDE A COMPLETE AND OPERATING SYSTEM. 3. 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 ACTUAL BUILDING DIMENSIONS. 4. THE MECHANICAL CONTRACTOR SHALL COORDINATE HVAC WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND PROJECT MANUAL SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. SEE ARCHITECTURAL DRAWINGS AND PROJECT MANUAL FOR DIMENSIONED DIFFUSER LOCATIONS AND MOUNTING HEIGHTS WHERE EXPOSED. 5. NEW DUCTWORK AND EQUIPMENT SHALL NOT BE INSTALLED WHERE IT OBSTRUCTS ANY EXISTING OR NEW AREAS THAT REQUIRE ACCESS. TESTING, ADJUSTING, BALANCING INDEPENDENT AIR BALANCE CONTRACTOR OR QUALIFIED MECHANICAL CONTRACTOR SHALL BE QUALIFIED TO TAB WORK BY NEBB OR AABC STANDARDS. BALANCER SHALL ACCURATELY BALANCE THE SUPPLY, RETURN AND OUTSIDE AIR, EXHAUST FAN(S), HYDRONIC (WHERE APPLICABLE) AND EXHAUST FAN(S) SYSTEMS TO PROVIDE AIR AND WATER QUANTITIES WITHIN 10% PLUS MINUS OF THE VALUES INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. OPERATE AUTOMATIC CONTROLS SYSTEMS AND VERIFY SETPOINTS FOR THERMOSTATS, CO2 SENSORS, DCV, EMS AND ECONOMIZER/OUTSIDE AIR DAMPER. SEE CONTROLS AND OPERATION NOTES AND HVAC SCHEDULES AND NOTES FOR DETAILS. IF DEFICIENCIES OR SITE CONDITIONS PREVENT COMPLETE AND PROPER BALANCING, DO NOT COMPLETE WORK AND SUBMIT A REQUEST FOR INFORMATION TO GET COMPLETE INFORMATION PRIOR TO COMPLETING WORK. SUBMIT THREE (3) COPIES OF THE BALANCE REPORT TO THE ENGINEER, CONSTRUCTION MANAGER AND COMMISSIONING AGENT FOR APPROVAL. THE BALANCE REPORT SHALL INCLUDE NEBB OR AABC CREDENTIALS, EQUIPMENT/INSTRUMENT LIST WIT THE MOST RECENT CALIBRATION DATE AND BALANCE REPORTS FOR ALL HVAC AND EXHAUST SYSTEMS. INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. HVAC EQUIPMENT AND MATERIALS AIR HANDLING UNITS AIR HANDLING UNITS SHALL BE AS SPECIFIED IN THE MECHANICAL SCHEDULE AND SHALL BE FURNISHED AND INSTALLED PER THE LEASE AGREEMENT. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY, PROVIDING COMPLETE INSTALLATION INCLUDING CURBS, PIPING, VIBRATION ISOLATION, AND NECESSARY ACCESSORIES, AND PROVIDING WARRANTY. FILTERS IF OPERATING HVAC DURING CONSTRUCTION, PROVIDE THREE (3) SETS OF 2" (51 MM) MERV6 PLEATED DISPOSABLE FILTERS (OR HIGHER RATING IF REQUIRED BY LEED). USE ONE SET UNTIL COMPLETION OF CONSTRUCTION. INSTALL ONE SET AT COMPLETION OF CONSTRUCTION (PRIOR TO TAB) AND DELIVER ONE SET OF MERV13 FILTERS TO STARBUCKS LABELED TO DENOTE THEIR RESPECTIVE AIR HANDLING UNIT. EXHAUSTFANS EXHAUST FANS SHALL BE AS SPECIFIED AND PROVIDED PER THE LEASE AGREEMENT. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DISCHARGE LOCATION WITH NEW AND EXISTING VENTS AND INTAKES, PROVIDING COMPLETE INSTALLATION INCLUDING CURBS, BACKDRAFT DAMPER, DUCTWORK FROM RESTROOM GRILLE TO UNIT, NECESSARY ACCESSORIES AND PROVIDING WARRANTY. AIR CURTAINS AIR CURTAINS, WHEN REQUIRED, SHALL BE FURNISHED BY OWNER WITH WINDOW UNIT FROM READY -ACCESS AND INSTALLED BY THE GENERAL CONTRACTOR. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF POWER CONNECTION. NATURAL GAS PIPING PROVIDE NATURAL GAS PIPING FROM GAS COMPANY METER TO EACH PIECE OF EQUIPMENT OR APPLIANCES IN ACCORDANCE WITH CODE AND THE PROJECT MANUAL. PRESSURE REGULATORS FOR MEDIUM PRESSURE SYSTEMS SHALL BE VENTED TO THE OUTDOORS. PROVIDE PIPING SUPPORT BLOCKING ON ROOF, COMPATIBLE WITH ROOFING SYSTEM. BRACING AND ANCHORING ALL MECHANICAL EQUIPMENT, FIXED OR FLEXIBLY MOUNTED, SHALL BE BRACED OR ANCHORED TO COMPLY WITH LOCAL CODES. DUCTWORK AND ACCESSORIES SHEET METAL DUCTWORK SEE SPECIFICATIONS FOR SHEET METAL DUCT REQUIREMENTS. ALL EXPOSED DUCTWORK TO BE SPIRAL ROUND, OR RECTANGULAR LOCK - SEAM TYPE, AS SHOWN ON HVAC PLAN SHEET. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AIR TIGHT (5% LEAKAGE) AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE. FURNISH AND INSTALL ALL REQUIRED DAMPERS, TRANSITIONS, CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY FOR COMPLETE OPERATING SYSTEM. NO VARIATION OF DUCT CONFIGURATION OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION FROM THE ENGINEER. DUCT SEALANT SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS PER SPECIFICATIONS COVER ALL FIELD JOINTS, JOINTS AROUND SPIN -IN FITTINGS, AND FASTENING SCREWS WITH MASTIC. SUPPORTS PROVIDE FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. SUPPORTS MUST COMPLY WITH LOCAL REGULATIONS AND CODE. DAMPERS PROVIDE VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN, AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS. PROVIDE UL LISTED FIRE OR FIRE/SMOKE DAMPERS WHERE REQUIRED AND IN ACCORDANCE WITH NFPA AND LOCAL CODES. PROVIDE CONVENIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS. PROVIDE MOTORIZED DAMPERS AT ALL INTAKE & EXHAUST BUILDING OPENINGS. COORDINATE WITH OTHER TRADES FOR ACCESS PANELS, POWER AND FIRE ALARM INTERFACES. SEE PROJECT MANUAL. GRILLES, REGISTERS, AND DIFFUSERS GRILLES, REGISTERS, AND DIFFUSERS SHALL BE AS SPECIFIED AND SHALL BE MECHANICAL CONTRACTOR SUPPLIED, UNLESS OTHERWISE NOTED. DIFFUSERS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS AND SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF CEILING AND WALLS USED IN THIS PROJECT THERMAL INSULATION PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL ENERGY CODE REQUIREMENTS OR ASHRAE 90.1-2004, WHICHEVER IS MORE STRINGENT. PROVIDE INSULATION ON EXHAUST AND OUTSIDE AIR DUCTS, AND ON CONCEALED PORTIONS OF SUPPLY AND RETURN AIR DUCTS. DO NOT EXTERNALLY INSULATE EXPOSED DUCTWORK AND PORTIONS OF DUCTWORK THAT ARE INTERNALLY LINED WITH CODE REQUIRED THICKNESS. INTERNALLY INSULATE EXPOSED SUPPLY DUCTWORK IF POSSIBILITY OF CONDENSATION. INTERNALLY INSULATE EXTERIOR DUCTWORK PER CODE. ACOUSTICAL DUCT LINER UNLESS OTHERWISE INDICATED ON THE PLANS, PROVIDE 1" (25MM) ACOUSTICAL DUCT LINER IN SUPPLY AND RETURN DUCTWORK WITHIN 10'- 0" (305CM) OF THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS. INCREASE DUCT SIZE INDICATED ON PLANS AS NEEDED TO ACCOMMODATE LINER. LINER TO BE PROVIDED AND FASTENED TO DUCT WITH MECHANICAL LINER FASTENERS IN ACCORDANCE WITH SMACNA AND PROJECT MANUAL. FLEXIBLE DUCTWORK FLEXIBLE DUCT WORK SHALL ONLY BE INSTALLED AS SHOWN IN PLAN AND NOT ABOVE HARD LID CEILINGS. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5'-0" (152CM) IN LENGTH AND TWO 45° ELBOWS. IT SHALL BE PULLED TAUT AND APPROPRIATELY FASTENED TO RIGID BRANCH DUCT & DIFFUSER. BENDS SHALL BE MINIMIZED AND WHERE NEEDED BE A FULL RADIUS BEND. SUPPORT BANDS SHALL BE INSTALLED SO AS TO NOT CRIMP FLEX DUCT. FLEXIBLE DUCTWORK SHALL MEET REQUIREMENTS. ENERGY MANAGEMENT SYSTEM (EMS) THE GENERAL CONTRACTOR SHALL INSTALL (OR DEMO AND REINSTALL FOR RENOVATIONS) THE VENSTAR SURVEYOR EMS SYSTEMS PRIOR TO THE LAST WEEK OF CONSTRUCTION. GENERAL CONTRACTOR TO PROVIDE ONE PERMANENT THERMOSTAT AND REMOTE SENSOR PER HVAC UNIT. LOCATE AND MOUNT THERMOSTAT(S) AND SENSOR(S) PER THE DRAWINGS. PROVIDE THERMOSTAT IDENTIFICATION LABELS PER SPECIFICATION REQUIREMENTS. GENERAL CONTRACTOR TO PROGRAM, START-UP AND COMMISSION THE CONTROL SYSTEM. GENERAL CONTRACTOR IS TO COMPLETE FINAL CONNECTION AFTER DATA RACK AND NETWORK INSTALLATIONS. GENERAL CONTRACTOR VENDOR TO VERIFY SYSTEM OPERATION AND TROUBLESHOOT IF REQUIRED. GENERAL CONTRACTOR TO COMPLETE SURVEYOR'S STARBUCKS INSTALLATION SURVEY FORM AND PROVIDE TWO (2) COMPLETED COPIES OF THIS DOCUMENT TO THE CONSTRUCTION MANAGER AND COMMISSIONING AGENT PRIOR TO FINAL PAYMENT. CONTROLS AND OPERATION NOTES THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING COMPONENTS: CONTROL WIRING THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING IN CONDUIT NECESSARY FOR THE COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL SYSTEM INCLUDING ALL MODES OF OPERATION AND INTERLOCK. EXHAUSTFANS RESTROOM EXHAUST FAN(S) TO BE OPERATED IN CONJUNCTION WITH STORE HOURS UNLESS OTHERWISE NOTED OR APPROVED OR AS REQUIRED BY JURISDICTION (COORDINATE WITH ELECTRICAL). THERMOSTAT PERMANENT THERMOSTAT(S) AND REMOTE SENSOR(S) SHALL BE FURNISHED AND INSTALLED. ONE THERMOSTAT AND SENSOR IS PROVIDED FOR EACH AIR HANDLING UNIT. MOUNT THERMOSTAT(S) AND SENSOR(S) IN LOCATION & HEIGHT AS INCUBATED ON DRAWINGS. MECHANICAL CONTRACTOR TO PROVIDE THERMOSTAT IDENTIFICATION LABELS PER SPECIFICATION REQUIREMENTS. REFER TO THERMOSTAT SETUP INSTRUCTIONS BELOW FOR ADDITIONAL REQUIREMENTS. THERMOSTAT SETUP INSTRUCTIONS PROVIDE THE FOLLOWING SETUP AND PROGRAMMING: 1. CONFIGURE AS FOLLOWS: A. DEGREES "F" DISPLAY B. 12 HOUR CLOCK C. CONTINUOUS FAN OPERATION IN OCCUPIED MODE D. DISABLE KEYBOARD PROGRAMMING 2. SET TIME AND DATE. 3. SET TO DISPLAY CURRENT TEMPERATURE. 4. SET OCCUPIED START TIME AT 30 MIN. BEFORE OPENING. SET UNOCCUPIED START TIME AT 30 MIN. AFTER CLOSING. VERIFY HOURS WITH STORE MANAGER OR CONSTRUCTION MANAGER. 5. SET POINTS SHALL BE AS FOLLOWS OR AS APPROPRIATE FOR CLIMATE: A. OCCUPIED (5° F DEADBAND) (3° C DEADBAND) 1. HEATING: 70' F (2 1' C) 11. COOLING: 75° F (24° C) B. UNOCCUPIED 1. HEATING: 60' F (15' C) 11. COOLING: 78' F (25' C) 6. SET TWO (2) HOUR OCCUPIED OVERRIDE FUNCTION TO PROVIDE THE FOLLOWING SET POINT OVERRIDES: A. HEATING: +20F (1 ° C) B COOLING: -2° F (1° C) IAQ MANAGEMENT PLAN DURING CONSTRUCTION, CONTRACTOR SHALL COMPLY WITH CHAPTER 3 OF SMACNA'S IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION. CONTRACTOR SHALL PERFORM AND SUBMIT ALL INFORMATION AS REQUIRED. IF HVAC SYSTEM IS TO BE USED DURING CONSTRUCTION, INSTALL MERV 8 FILTERS AT EACH RETURN AIR GRILL AND COMPLY WITH SMACNA'S GUIDELINES REFERENCED BELOW. LANDLORD REQUIREMENTS PRIOR TO BID: THE GENERAL CONTRACTOR SHALL COORDINATE WITH LANDLORD / BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS. IF LANDLORD / BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS AND ADHERE TO THEM. WHERE LANDLORD / BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE ENGINEER). LANDLORD / BUILDING OWNER REQUIREMENTS SHALL GOVERN. N 40 N r © 2017 STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 STEALTH Op"th"". _ Q SU DARRELL CASE i Lic. No. 031105 =A? �QK 12/16/O2m_vwesSrON Y� Q • N N Y� W GIf LLI z d D J_ III to Z v J to W LU W O � Z LL 0 n/ Q O O U Lid U Q� LU UU Ln Q M w DD tY U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: MECHANICAL NOTES SCALE: AS SHOWN SHEET NUMBER: M001 SYSTEM COMMISSIONING CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: 1. SUPPORT STARBUCKS COMMISSIONING AGENT (CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES. 2. PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS CXA; 3. CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND SUBMIT REPORTS. CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: A. SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE, BUT ARE NOTE LIMITED TO DOMESTIC HOT WATER GENERATION, HVAC SYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS, LIGHTING CONTROLS, AIR CURTAINS, BUILT-IN REFRIGERATION, EQUIPMENT AND RENEWABLE ENERGY SYSTEMS. B. CONTRACTOR SHALL PROVIDE WRITTEN RESPONSES TO ALL CXA'S REVIEWS AND COMMENTS. RESPONSES SHALL BE PROVIDED IN A TIMELY MANNER. C. CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM IN THE SCHEDULE OF VALUES. D. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE AND ACCESSIBLE TO STARBUCKS CXA FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION VERIFICATION. E. CONTRACTOR SHALL COMPLETE MANUFACTURER'S STARTUP PROCEDURES PRIOR TO COMMISSIONING COORDINATION WITH CXA. F. CONTRACTOR SHALL BE READILY AVAILABLE DURING INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR DEFECTS IS CLOSED BY THE INSTALLATION VERIFICATION PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. G. ALL HVAC EXHAUST FAN AND AIR CURTAIN EQUIPMENT SHALL BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR'S TESTING, ADJUSTING AND BALANCE AGENT (SEE TESTING ADJUSTING AND BALANCING) AFTER THE SYSTEM IS VERIFIED TO BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN ACCORDANCE WITH THE REQUIREMENTS OF THESE DOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN TESTING AND AIR BALANCE REPORT CONFORMING TO THE REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THE INFORMATION SPECIFIED, ETC... TO THE STARBUCKS CXA IMMEDIATELY UPON COMPLETION OF THE WORK. H. PROVIDE A LIST OF ALL FACTORY AND FIELD SETTINGS THAT HAVE BEEN PROGRAMMED INTO THE EQUIPMENT (SUCH AS SETPOINTS, SCHEDULES, DIP SWITCH SETTINGS, CONDENSER AND EVAPORATOR OPERATING PRESSURE/TEMPERATURE, ETC...). CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL PERFORMANCE TESTING PRIOR TO STARTING TESTING. THIS INCLUDES REHEARSING ALL FUNCTIONAL PERFORMANCE TESTS BEFORE DEMONSTRATING TO THE CXA. CONTRACTOR SHALL OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY DEMONSTRATING THE CORRECT OPERATION OF EQUIPMENT, SENSOR CALIBRATION, RESPONSE OF ACTUATORS AND PROPER EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES, INCLUDING BUT NOT LIMITED TO AIR MOVEMENT, TEMPERATURE, SOUND AND CONTROL RESPONSE. PROVIDE ANY SECURITY ACCESS, HARDWARE, SOFTWARE OR OTHER SUPPORT AS NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS AND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA WILL RECORD THE EQUIPMENT OPERATION AND RESPONSE TO TESTING SEQUENCES AND PREPARE A LIST OF ANY DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR CORRECTION BY THE CONTRACTOR. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, AIR HANDLING UNITS, ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS, LIGHTING CONTROLS, ETC... DELIVERABLES: PROVIDE COMPLETED COPIES OF ALL START UP REPORTS, FILLED OUT ON THE MANUFACTURER'S FORMS, TO THE STARBUCKS CXA. J. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. K. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE- TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING ANY AND ALL RE -TESTING. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TEST RESULTS. L. CONSTRUCTION AND POST CONSTRUCTION TESTING: ADDITIONAL TESTING MAY BE REQUIRED BY LEED AND OTHER PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT. DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY STARBUCKS CXA. M. CONTRACTOR SHALL PROVIDE A TRAINING PLAN FOR EACH TRADE (MECHANICAL, ELECTRICAL, PLUMBING, RENEWABLE SYSTEMS) FOR THE CXA'S APPROVAL. THE TRAINING PLAN SHALL OUTLINE ALL THE TOPICS THAT ARE TO BE COVERED ALONG WITH THE TIME DURATION FOR EACH TOPIC. IT SHALL ALSO INCLUDE THE INSTRUCTOR'S NAME, QUALIFICATIONS AND COMPANY LOGO. N. THE CONTRACTOR IS RESPONSIBLE FOR RECORDING ATTENDANCE FOR EACH TRAINING SESSION. COPIES OF THESE SHALL BE SUBMITTED TO THE CXA. O. CONTRACTOR SHALL SUBMIT O&M MANUALS FOR ALL PIECES OF EQUIPMENT AT LEAST 6 WEEKS IN ADVANCE OF THE TRAINING SESSIONS. SCOPE OF WORK SUMMARY MECHANICAL SCOPE OF WORK IS ALL WORK SHOWN ON MECHA BUT NOT LIMITED TO PROVIDING AND INSTALLING NEW HVAC UN DUCTWORK AND PIPING, EXHAUST FANS, LOUVERS, AND DAMPE N Q N r N r Z _O P V N� Z �O v w O LL © 2017 STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates. Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 STEALTH Op"th"". _ Q SU DARRELL CASE i Lic. No. 031105 =A? �QK 12/16/O2esSrONALQ�O� r Y� Q • N N Y> W GIf LLI z d D J _ LLJ z In U) w � LLI w < 0 � o ~ H z LL Q O O U Lid U Q� U_j r Lu Ln Q tY STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: MECHANICAL NOTES SCALE: AS SHOWN SHEET NUMBER: M002 DOTES: COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL MECHANICAL EQUIPMENT. WALL MOUNTED THERMOSTAT AT 48" AFF. MULTIPLE THERMOSTATS SHALL BE STACKED IN A VERTICAL CONFIGURATION WITH A MINIMUM 8" CLEARANCE BELOW EACH THERMOSTAT. REMOTE TEMPERATURE SENSOR AT 60" AFF. MULTIPLE SENSORS TO BE AVERAGED. DIFFUSERS AND RETURNS CENTERED IN CEILING TILE. MANUAL BALANCE DAMPER. TYPICAL FOR ALL. PROVIDE AND INSTALLED INLINE EXHAUST FAN EF-1,2. VERIFY EXACT LOCATION IN THE FIELD. FURNISH AND INSTALL GALVANIZED STEEL DUCTWORK. SIZES SHOWN ARE SHEET METAL SIZES. DUCTWORK ABOVE CEILINGS SHALL BE INSULATED WITH 1-1/2" EXTERNAL WRAP. ALL DIMENSIONS ARE CLEAR INSIDE DIMENSIONS. MAXIMUM OF 5'-0" FLEXIBLE DUCTWORK. ROUTE AHU-1,2,3,4 OUTSIDE AIR DUCT TO NEW RUSKIN #L375D 42X64" 8000 CFM LOUVER. PROVIDE WITH BIRD SCREEN. VERIFY EXACT SIZE, LOCATION, AND CONNECTION REQUIREMENT PRIOR TO INSTALLATION. VERIFY A MINIMUM 10'-0" CLEARANCE FROM EXHAUST AIR DISCHARGES. FURNISH AND INSTALL NEW AIR HANDLING UNIT AHU-1,2,3,4. MOUNT IN VERTICAL CONFIGURATION. VERIFY EXACT LOCATION IN THE FIELD. 12x24" ECONOMIZER RELIEF DUCT UP THROUGH ROOF TO GRAVITY RELIEF VENTILATOR. CI IAAIIIZW AAIR IAICTAI I r0A1nCA1Q1AIr I WIT r11-1 9 Z A MI r01)1 Mir) IAI I AKIN f)Pn n MECHANICAL PLAN I scale: 1/4" = 1'-0" N N O N co N r Z O P V N�N L,L Z �O v w O LL © 2017 STARBUCKfv) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636 349 1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 S��pLTH Op"`hA1- _ Q SU DARRELL CASE i Lic. No. 031105 =A? �QK o� 12/16/o2essro0,N Q • N N Y� LU GIf L LI z d D J_ LJJ i z LL U) In W LU W < O � ~ 0 Z ILL Q O O U Lid U Q� r- tYof 00 STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: MECHANICAL PLAN SCALE: AS SHOWN SHEET NUMBER: M101 NOTES: O1 GREENHECK MODEL fGR 12X42" THROAT DIMENSIONS OR EQUIVALENT RELIEF GRAVITY VENTILATOR ON ROOF FOR ECONOMIZER RELIEF EXHAUST. PROVIDE WITH ROOF CURB, INSECT SCREEN, AND BACKDRAFT DAMPER. VERIFY EXACT SIZE, FINISH, AND LOCATION IN FIELD WITH OWNER PRIOR TO ORDERING. VERIFY A MINIMUM OF 10'-0" CLEARANCE FROM ALL OUTSIDE AIR INTAKES.. O2 REMOTE CONDENSER FOR ICE MACHINE PROVIDED BY STARBUCKS AND INSTALLED BY CONTRACTOR ON WOOD SLEEPERS ON ROOF. VERIFY EXACT LOCATION IN FIELD. REFER TO DETAILS ON SHEET M501 FOR ADDITIONAL INFORMATION. O3 REFRIGERANT PIPING DOWN FROM ROOFTOP CONDENSER TO ICE MACHINE. REFER TO DETAILS ON SHEET M501 FOR ADDITIONAL INFORMATION. ADDED ENTIRE SHEET FOR REVISION 1 ROOF PLAN '\� s-'' 1 /4" = 1'-0" N N O N (0 N TOM © 2017 STARBUCKfv) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates. Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 S��pLTH Op"`hA1- _ Q SU DARRELL CASE i Lic. No. 031105 =A? �QK 12/16/O2essrONALQ�o� Y� Q • 0 N N Y> LU L LI z d D J_ LJJ i In z C0 In w � LU w < O � o ~ H z LL Q O O U Lid U cl� LLJ r Lu � Q STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: MECHANICAL PIPING PLAN SCALE: AS SHOWN SHEET NUMBER: M102 AIR HANDLING UNIT SCHEDULE MARK MANUFACTURER MODEL NO. SUPPLY CFM O.A. CFM EXT. SP. COOLING TONS COOLING MBH HEATING HEAT PUMP (MBH) HEATING ELECTRIC (KW) SUPPLY FAN HP ELECTRICAL WEIGHT LBS REMARKS TOTAL/SENS VOLT/PHASE MCA/MOCP AHU-1 TRANE GAM5BOC6OM51 2000 - 0.5 5.0 58.0/45.2 53.6 10.8 1.0 208/3 46/50 180 1,2,3,4 AHU-2 TRANE GAM5BOC6OM51 2000 - 0.5 5.0 58.0/45.2 53.6 10.8 1.0 208/3 46 50 180 1,2,3,4 AHU-3 TRANE GAM5BOC6OM51 2000 - 0.5 5.0 58.0/45.2 53.6 10.8 1.0 1 208/3 46 50 180 1,2,3,4 AHU-4 TRANE GAM5BOC6OM51 2000 - 0.5 5.0 58.0/45.2 53.6 10.8 1.0 208/3 46 50 180 1,2,3,4 1. REMOTE CONDENSING UNIT LOCATED AT BUILDING EXTERIOR. VERIFY EXACT LOCATION IN 2. PROVIDE 30% FILTERS AND INSTALL WITH EASY ACCESS TO FILTERS. 3. VERIFY ELECTRICAL VOLTAGE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING. 4. MOUNT UNIT IN VERTICAL CONFIGURATION. INSTALL PER MANUFACTURER'S INSTALLATION FIELD. REQUIREMENTS. CONDENSING UNIT SCHEDULE MARK MANUFACTURER MODEL COOLING TONS COOLING CAPACITY ELECTRICAL WEIGHT LBS REMARKS TOTAL. MBH AMB 'F REF. TYPE. MCA/MOCP I VOLT/PHASE CU-1 TRANE 4TWA406OA3 5.0 58.0 95 R410A 21/35 208/3 248 1,2,3,4 CU-2 TRANE 4TWA406OA3 5.0 58.0 95 R410A 21/35 208/3 248 1,2,3,4 CU-3 I TRANE 14TWA406OA31 5.0 1 58.0 95 R410A 21/35 208/3 248 1,2,3,4 CU-4 I TRANE 14TWA406OA31 5.0 1 58.0 1 95 R410A 21/35 208/3 248 1,2,3,4 1. 2. 3. 4. PROVIDE NEW CONDENSING UNIT OUTSIDE. COORDINATE FINAL LOCATION WITH OWNER AND INSTALL EQUIPMENT PER ALL COMPLETE WITH LOW AMBIENT CONTROL AS PER MANUFACTURER'S RECOMMENDATIONS FOR OPERATION BELOW 557 AND VERIFY ELECTRICAL VOLTAGE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING. VERIFY EQUIVALENT LENGTH OF PIPING DOESN'T EXCEED 150'-0" PRIOR TO WORK. MANUFACTURER'S RECOMMENDATIONS LONG LINE KIT. MECHANICAL OUTSIDE AIR VENTILATION DATA (BASED ON 2018 IMC) UNIT ROOM NAME ROOM PURPOSE AREA SQ. FT. # OF PEOPLE CODE REQUIREMENTS ACTUAL PROVIDED ACTUAL PROVIDED CFM/PER PERSON CFM/SQ. FT. ZONE AIR DIST. EFF. (O.A. CFM) (EX. CFM) (O.A. CFM) (EX. CFM) SUPPLY SUPPLY Ez SUPPLY EXHAUST SUPPLY EXHAUST SALES (FRONT) DINING 1157 52 7.5 .18 0.8 747 - 750 - MECHANICAL ROOM STORAGE 205 1 0 0 .12 0.8 30 - 35 - WORKROOM 1 KITCHEN 634 4 7.5 .12 0.8 1 71 1 - 150 - RESTROOM 1 TOILET ROOM 53 0 - - 0.8 - 70 15 80 RESTROOM 2 TOILET ROOM 53 0 - - 0.8 - 70 15 80 WORKROOM 2 KITCHEN 143 2 7.5 .12 0.8 40 - 50 - BACKBAR KITCHEN 548 4 7.5 .12 0.8 120 - 140 - FAN SCHEDULE BY GC MARK MANUFACTURER MODEL NO. CFM SP HP SONE VOLTS/PH REMARKS EF-1 GREENHECK SQ-75-VG 160 .125 1/6 5.4 120 1 1,2 EF-2 GREENHECK SQ-85-VG 1 225 1 .125 1/4 8.9 120 1 1,2 1. FURNISH AND INSTALL NEW EXHAUST FAN, BACKDRAFT DAMPER, BUILT-IN DISCONNECT SWITCH. FAN SHALL BE INTERLOCKED WITH RTUS TO RUN CONTINUOUSLY DURING OCCUPIED MODE. 2. VERIFY ELECTRICAL VOLTAGE/PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING UNIT. HVAC SCHEDULE (PROVIDED BY GC): HVAC SCHEDULE: ITEM# DESCRIPTION MANUFACTURER MODEL # REMARKS SKU # SHIP SUPPLY LI LINEAR NEAR DIFFUSER 48X6, SEE SCHEDULE FOR DUCT S1 TITUS FL 25 SIZES*, 1-SLOTS. GC SLOT SO. 4-WAY SUPPLY TITUS TMS 24X24, SEE SCHEDULE FOR GC S2 - LAY -IN DUCT SIZES* S3 SO. 4-WAY SUPPLY TITUS TDC 12X12, SEE SCHEDULE FOR GC - FLANGED DUCT SIZES* SQ. 4-WAY SUPPLY TITUS TMS 24X24, SEE SCHEDULE FOR GC S4 - LAY -IN DUCT SIZES* RETURN E1 EXHAUST GRILLE TITUS 350RL DUCT SEE * CHEDULE FOR DUCT SIZES GC R1 SQ. RETURN - 24X24, SEESCHEDULE FOR GC LAY -IN TITUS 350RL DUCT SIZES* , R2 SQ. RETURN - TITUS 350RL 30X12, SEE SCHEDULE FOR GC FLANGED I I I DUCT SIZES*, ii�►IX.7:�9ta�97I_l�7�9_1u1�9ta�Fy�D1.�tisi9�IIi1ryt�9���1R.�tisi�P►IIi1�jt�Y.37I��1��Ya]:ii�I►IIil�jt�9ta�� DUCT RUN -OUT SCHEDULE: DUCT CFM DUCT SIZE 0 - 100 6" ROUND 101 - 240 8" ROUND 241 - 400 10" ROUND 401 - 700 12" ROUND 701 - 1000 14" ROUND 1001 - 1400 16" ROUND 1401 - 2000 18" ROUND GENERAL NOTES 1. AIR DEVICE NECK SIZE SHALL BE THE SAME AS RUNOUT SIZE. 2. RECTANGULAR DUCT SIZES OF EQUIVALENT FREE AREA MAY BE BE SUBSTITUTED FOR ROUND DUCT. 3. RUNOUTS MAY BE RIGID OR FLEX DUCT PER SPECIFICATIONS. HVAC CONTROLS DESIGN ID COUNT DESCRIPTION RESP. COMMENTS PROVIDED AND INSTALLED BY DATA CONCENTRATOR - EMS VENDOR: VENSTAR X0501 1 VENSTAR SURVEYOR SB SBU XQU OTESOVEN STAR. COM 818-812-9805 X0502 3 THERMOSTAT-VENSTAR 86 SEE MECHANICAL PLANS FOR CT414 LOCATIONS X0503 3 TEMPERATURE SENSOR- SB SEE MECHANICAL PLANS FOR VENSTAR RS410/400 LOCATIONS PROVIDED AND INSTALLED BY EQUIPMENT CONTROL PACK- EMS VENDOR: VENSTAR X0504 1 VENSTAR SURVEYOR SB SBU XQU OTESOVEN STAR. COM 818-812-9805 PROVIDED AND INSTALLED OUTDOOR SENSOR-VENSTAR BY EMS VENDOR: VENSTAR X0505 1 OTS400 SB SBUXQUOTESOVENSTAR. COM 818-812-9805 MECHANICAL SCOPE OF WORK SUMMARY THE FOLLOWING SCOPE OF WORK IS BASED ON THE LANDLORD'S WORKLETTER EXHIBIT C. THIS SCOPE OF WORK IS NOT INTENDED TO INDICATE THE FULL SCOPE, BUT ONLY A BROAD SUMMARY. THE GENERAL CONTRACTOR SHALL REFERENCE THE COMPLETE WORKLETTER FOR A MORE DETAILED DESCRIPTION OF WORK BY BOTH PARTIES. ANY QUESTIONS REGARDING SCOPE SHALL BE BROUGHT TO STARBUCKS ATTENTION FOR CLARIFICATION. RESPONSIBILITY INDICATED BELOW MEANS FURNISHED, PERMITTED AND INSTALLED BY THE PARTY INDICATED. WORK DESCRIPTION RESPONSIBILITY LANDLORD STARBUCKS HVAC UNITS, CURB AND STRUCTURAL X HVAC UNIT ECONOMIZERS AND RELIEF X SMOKE DETECTORS IN DUCTWORK AND INTERLOCK N/A N/A THERMOSTATS AND CONTROLS X EMS CONTROLS X MOTORIZED DAMPERS FOR BACKDRAFT X EXHAUST FAN, CURB AND MOTORIZED DAMPER X DUCTWORK 12" OR LARGER X DUCTWORK 10" OR SMALLER X MOTORIZED DAMPERS FOR CONNECTIONS X GAS SERVICE AND METER X GAS PIPING TO SPACE X GAS PIPING TO HOT WATER TANK X GAS PIPING TO HVAC UNITS X LOUVERS FOR INTAKES, EXHAUST AND PRESSURE RELIEF X N N CD r N Irm © 2017 STARBUCKS COFFEE COMPANY STARBUCKS) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. CSTARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates. Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349A600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 W a z H U W o_ LO oo Z� DARRELL CASE i NQ ; LIC No.Nil 05 LV S�A�,G ��4 of 8.0.._ aN� N LU IY Q � 0-Y� w z J W i L.L W Z InLu w LL a rp OJ U W LO Q 000 = o = U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: MECHANICAL SCHEDULES SCALE: AS SHOWN SHEET NUMBER: M103 WOOD NAILER— (TYP.) NON-FERROUS — SCREWS OR BOL CONDENSING UNIT ON ROOF PEDESTAL CAP MUST /—BE LEVEL SEE ARCH. PLANS FOR ROOF ATTACH TO PEDESTAL PREFAB. PEDESTAL WITH WOOD NAILER —ROOFING FELT -4x4 CANT EXTEND WOOD NAILER THROUGH ROOF TO TRUSS. -R CONDENSING UNIT MOUNTING DETAIL v N.T.S. ROOF DECK & INSULATION ROOF STRUCTURE -� STEEL STRUT BOLTED TO STRUCTURE DOUBLE NUTS ATTACH TO STRUCTURE HANGER ROD — LOCKING NUT SUPPORT NUT �CLEVIS HANGER -11 PIPE HANGER D 1 I i N.T.S. ETAIL RANT PIPE MOUNTED NT, PROVIDE ✓C JACKET PATE PIPE CURB 03 TYP. ROOF INSULATIOP ROOF MEMBRANE, COUNTER FLASHII WHERE CURB BEAT ON DECK, PROVID CONTINUOUS WOOI BLOCKING IN DECI FLUTES, P.T. WO ABOVE DECK, F.R. WOOD BLOCKING I PLENUM EXPOSURE Q REFRIGERANT PIPING THROUGH ROOF DETAIL v N.T.S. MOUNT CONDENSING UNIT ON THE METAL GROUND CURB/RAILS. FASTEN RAILS TO THE GROUND WITH APPROVED FASTENERS. GROUND 1. PHENOCIC SIGN ON UNIT. CONDENSING UNIT MOUNTING DETAIL 7 N.T.S. OA FACTORY MADE CONCENTRIC VENT KIT, COMBUSTION AIR AND VENT EXHAUST, CONNECT TO FURNACE O O.A. DUCT, TO GRAVITY INTAKE. © NOT USED. OD FLEX CONNECTION, TYPICAL TO SA & RA CONDENSATE DRAIN, TERMINATE VIA INDIRECT CONNECTION TO F.D. OF 3/4" GAS PIPE TO FURNACE, PROVIDE WITH GAS COCK & FULL DIAMETER DRIP LEG MIN. 6" LONG © FULL SIZE SA/RA, TRANSITION TO DUCT SIZES ON PLANS AIR HANDLER UNIT N.T.S. EXPANSION BOLT INSERT & BOLT �— HANGER� KLOWSTRAP PRSELF TAPPING SCREWS FOR DUCTS OVER 48" WIDE, TURN UNDER BOTTOM OF DUCT & FASTEN STRUCT JOIST REF PLAN T HANGER THREADED ROD EXPOSED SPIRAL DUCT REF PLAN DUCT SIZE HANGER SIZE MAX SPACING UP THRU 2 SF 1" x 1/Ie 8'-0" 2 THRU 4 SF 1" x 1/e 8'-0" 4 THRU 10 SF 1" x I/a 6'-0" OVER 10 SF I 1" x 1/s I 4'-0" DUCT HANGING DETAIL 3 N.T.S. 3/8" MIN. DIAMETER, CONTINUOUS RODS, ANCHORED TO STRUCTURE ABOVE FLEXIBLE DUCT CONNECTIONS AIRFLOW VERTICAL SUPPLY DUCT RETURN DUCT RUBBER VIBRATION ISOLATORS, DOUBLE NUTS ACCESS PANEL INLINE EXHAUST FAN DETAIL 6 N.T.S. SHOP FABRICATED SHT MTL CLG DIFUSSER CAP NET INSIDE DIM. SAME AS DIFFUSER NECK EQUALIZING GRID PERPEND TO STUB DUCT. FULL SIZE OF DIFFUSER CAP. HEIGHT FROM DIFFUSER NECK TO STUB CNTRLN. FABRICATE FROM 22CA PERF SHT MTL (i gb' ONI; CNTRS) NOTES: 1. PROVIDE SUPPORT FOR DIFFUSER & CAP PER CODE 2. EQUALIZING GRID REQ'D ON SUPPLY AIR DIFFUSERS ONLY r TYPE RE2 SQUARE — THROAT ELBOW WITH DOUBLE WALL VANES , , , , AD 1 , , ACCESS DOOR J WITH PIANO HINGE AND SASH LOCK ECCENTRIC TRANSITION 0�� TYPICAL MANUAL - VOLUME DAMPER W TYPICAL SUPPLY OR RETURN DUCT 5 N.T.S. ROUND INSUL STUB DUCT SAME SIZE AS FLEX DUCT OPPOSED BLADE DAMPER TITUS AG-75 OR EQUAL WHERE NOTED ON MECHANICAL PLAN II*1I1111Nall W.nu FLEX DUCT. PULL INSIDE LINER TAUT CLG DIFFUSER. FASTEN TO CAP W/ SHT MTL SCREWS, MIN ONE PER SIDE. SEAL JOINT AIR TIGHT TYP SUSP LAY -IN CEILING LAY -IN CLG DIFFUSER N.T.S. ROOM DIFFUSER / OR REGISTER SOLID ROUND ELBOW + —TYPICAL 1 ROUND DUCT BELLMOUTH 45' CLINCH COLLAR WITH GASKET REFER TO SPECIFICATIONS FOR PRESSURE AND SEAL CLASSIFICATIONS TYPE RE1 RADIUS ELBOW (CENTERLINE R=STD RADIUS) N N O CID TOM N r 0 V M Z 0 0 U. © 2017 STARBUCKS COFFEE COMPANY STARBUCKS) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. CSTARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES SODS & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349A600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Z� DARRELL CASE i Nil 05 ; LK:.No. SA NQ LV � 0� 12/16/2 �SIONAv Y� Q N 0- Q w z Q J J_ Z) LU i (n Z U) U) w W w �0 Of ❑ �� H z LL a 0 0 ULO U �0� UUqqr-- LULOa 2 ot� 00 o o U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev I Date SHEET TITLE: MECHANICAL DETAILS SCALE: AS SHOWN SHEET NUMBER: M501 ABBREVIATIONS AFF ABOVE FINISHED FLOOR AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE BLDG BUILDING CLG CEILING CONST CONSTRUCTION CW DOMESTIC COLD WATER CXA COMMISSIONING AGENT DEG DEGREES DN DOWN DTL DETAIL DWG(S) DRAWING(S) EA EACH EC ELECTRICAL CONTRACTOR ELEC ELECTRICAL EMER EMERGENCY EXIST EXISTING EXT EXTERIOR FD FLOOR DRAIN FS FLOOR SINK F&I FURNISH & INSTALL FDIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER, INSTALLED BY OWNER FLR FLOOR FT FOOT/FEET FCO FLOOR CLEANOUT GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GW GREASE WASTE FIR HOUR HVAC HEATING, VENTILATION, AND AIR CONDITIONING HW HOT WATER HS HANDSINK HWS HOT WATER SUPPLY HWR HOT WATER RETURN LL LANDLORD LV LOW VOLTAGE MAX MAXIMUM MC MECHANICAL CONTRACTOR MOP MAIN DISTRIBUTION PANEL MECH MECHANICAL MEP MECHANICAL, ELECTRICAL, AND PLUMBING MFG MANUFACTURER MIN MINIMUM MS MOP SINK NL NIGHTLIGHT NTS NOT TO SCALE PC PLUMBING CONTRACTOR PS PREP SINK POC POINT OF CONNECTION REF REFERENCE REQ'D REQUIRED REV REVISION SHT SHEET SF SQUARE FEET SPECS SPECIFICATION(S) SST STAINLESS STEEL TEL TELEPHONE TEMP TEMPORARY TMV TEMPERATURE MIXING VALVE TW TEMPERED HOT WATER TYP TYPICAL UC UNDER COUNTER LINO UNLESS NOTED OTHERWISE V VENT W SANITARY WASTE WCO WALL CLEANOUT WH WATER HEATER WP WEATHER PROOF PLUMBING SYMBOL LEGEND S OR W SANITARY OR WASTE PIPING ABOVE SLAB --------------- S OR W SANITARY OR WASTE PIPING BELOW SLAB --------------- V VENT PIPING GW GW GREASE WASTE CD CD CONDENSATE DRAIN ----- CW COLD WATER PIPING ------- HW HOT WATER PIPING —CWF CWF COLD WATER FILTERED AWN— CWN COLD WATER NANO FILTERED —CWS CWS COLD WATER SOFTENED TW TW TEMPERED WATER RO RO REVERSE OSMOSIS WATER G G GAS PIPING RD RD REFRIGERANT DISCHARGE PIPING RS RS REFRIGERANT SUCTION PIPING 0— BV BALL VALVE ><I-- GV GATE VALVE I\� CH. V CHECK VALVE RV RELIEF VALVE HB HOSE BIBB 0 SHOCK ABSORBER STRAINER WCO WALL CLEANOUT FCO FLOOR CLEANOUT ® FS FLOOR SINK WM WATER METER ® POC CONNECT TO EXISTING VALVES GENERAL PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. SEE PROJECT MANUAL FOR TYPES. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. PROVIDE BRAIDED STAINLESS STEEL HOSE (UNLESS OTHERWISE NOTED) BETWEEN VALVE AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. LOCATE SHUT-OFF VALVES ADJACENT TO EQUIPMENT FOR EASY ACCESS SUCH THAT VALVES CAN BE REACHED WITHOUT MOVING EQUIPMENT. SHUT OFF VALVES TO BE BALL TYPE. VALVES SHALL BE LISTED/APPROVED FOR USE PER AUTHORITIES HAVING JURISDICTION (AHJ) AND CODE REQUIREMENTS. PROVIDE VALVE IDENTIFICATION PER THE PROJECT MANUAL FOR MAIN WATER SERVICE SHUT-OFF AND ANY OTHER VALVES WHICH ARE NOT CLEARLY EVIDENT WHAT THEY SERVE. SUPPLY WATER SERVICE IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 PSI, PROVIDE A PRESSURE REGULATOR IN MAIN SUPPLY TO REDUCE WATER PRESSURE. PROVIDE BACKFLOW PREVENTION ON WATER SERVICE IF REQUIRED BY LOCAL CODES. THERMOSTATIC MIXING VALVE PROVIDE A SINGLE THERMOSTATIC MIXING VALVE (TMV) LOCATED AT HOT WATER TANK AND SET FOR 120° (OR AS REQUIRED BY AHJ) TO SERVE HAND SINKS. MIXING VALVE TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS WITH CHECK VALVES AT SUPPLY INLETS. PROVIDE THERMOMETER ON OUTLET OF TMV. SEE THE PROJECT MANUAL FOR REQUIREMENTS. PLUMBING FIXTURES WATER HEATER PROVIDE A BRADFORD WHITE ELECTRIFLEX E32-50S-3 , 50 GALLON CAPACITY, 74 GPH t@100 DEG. RECOVERY RATE, 18,000W ELECTRIC WATER HEATER 208 V 3 PHASE. PROVIDE INSTALLATION COMPLETE WITH FITTINGS AS SHOWN IN THE DRAWINGS, INCLUDING RHEEM THERM-X-GUARD RRT-5 EXPANSION TANK (OR EQUAL). WATER HEATER IS 22" DIAMETER, A HEIGHT OF 47-7/8" AND WEIGHS 137 LB. (SHIPPING WEIGHT). SET HOT WATER TEMPERATURE AT 140°F OR AS REQUIRED BY AUTHORITIES HAVING JURISDICTION (AHJ).SIZE WATER HEATER PER STARBUCKS STANDARD AND PER AHJ, WHICHEVER IS MORE STRINGENT. PROVIDE THERMOMETER ON OUTLET SIDE OF WATER HEATER. WATER FILTRATION STARBUCKS WATER FILTRATION VENDOR WILL PROVIDE FILTRATION SYSTEM. CONTRACTOR SHALL CONFIRM WITH STARBUCKS CONSTRUCTION MANAGER WHETHER VENDOR OR PLUMBING CONTRACTOR IS TO INSTALL FILTRATION SYSTEM. PROVIDE AND COORDINATE INSTALLATION COMPLETE WITH ALL PIPING, FITTINGS, AND EQUIPMENT AS INDICATED ON THE DRAWINGS. CONNECTIONS THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO EQUIPMENT INCLUDING REQUIRED MATERIAL SUCH AS PIPING, VALVES, FILTERS, TRAPS, CHECKS VALVES, VACUUM BREAKERS, AND FLEXIBLE AND RIGID TUBING. SCHEDULES REFER TO SCHEDULES ON DRAWINGS FOR A DESCRIPTION OF LISTED ITEMS AND FURNISH ANY AND ALL PLUMBING FIXTURES LISTED AS "GC". ANY DISCREPANCIES ABOUT WHO IS TO PROVIDE PLUMBING FIXTURES IN THE SCHEDULE SHALL BE BROUGHT TO STARBUCKS ATTENTION FOR CLARIFICATION. INSTALL ALL FIXTURES LISTED REGARDLESS OF WHO SUPPLIES. HAND SINK IF FAUCET HAS A TEMPERATURE LIMIT STOP, IT IS TO BE REMOVED SO THAT TEMPERED WATER FROM THE WATER HEATER IS NOT FURTHER REDUCED. HOT WATER 100° - 110' F (34° - 43° C) MUST BE ABLE TO REACH SINK WITHIN 15 SECONDS. UTILITY SINKS UTILITY SINKS ARE TO DELIVER A WATER TEMPERATURE RANGE OF 110- - 120° F (43° - 49° C). DISHWASHER G.C. TO FURNISH AND INSTALL POWER CORD FOR DISHWASHER PER JURISDICTIONAL REQUIREMENTS. IF EQUIPMENT IS SPECIFIED AS HOBART ADVANSYS, THE UNIT IS TO BE PLUMBED WITH COLD, NON - FILTERED WATER. IF THE WATER FILTRATION SYSTEM IS A PENTAIR CONFIGURATION II OR III, THEN THE COLD, NON -FILTERED WATER MUST ALSO BE SOFTENED. INSULATION WATER PIPING PROVIDE THERMAL INSULATION PER THE SPECIFICATIONS. UNLESS OTHERWISE REQUIRED BY THE LOCAL AUTHORITY OR ENERGY CODES, THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: PIPE SIZE (DIAMETER) INSULATION THICKNESS LESS THAN OR EQUAL TO 1 1/2" (38MM) = 1" (24MM) 2" (51MM) OR GREATER = 1 1/2" (38MM) (INSULATION VALUE = K VALUE NOT EXCEEDING 0.27 BTU- INCH (H`FT2-F) SAFETY COVERS FURNISH AND INSTALL SPECIFIED NO SCALD SAFETY COVERS WITH INSULATED FOAM LINER AND TAMPER PROOF STRAP AT ALL EXPOSED ADA SINK P-TRAPS AND WATER SUPPLIES AND AS REQUIRED BY JURISDICTION. PIPING SOIL, WASTE, AND VENT PIPING SEE THE PROJECT MANUAL FOR PIPE MATERIALS. ALL HORIZONTAL RUNS SHALL DRAIN AT A GRADE OF 1/4" PER FOOT (21 MM PER METER) WHERE POSSIBLE BUT IN NO CASE LESS THAN 1/8" PER FOOT (10MM PER METER) WHERE ALLOWED & SIZED PER AHJ AND CODE. COORDINATE WITH LOCAL AUTHORITIES FOR DRAINAGE REQUIREMENTS FOR EQUIPMENT DESIGNATED WITH INDIRECT WASTE TO FLOOR SINKS. INDIRECT DRAIN LINES ARE TO MAINTAIN MIN. 1" (25MM) AIR GAP ABOVE FLOOR SINKS. PROVIDE PIPED DRAIN (P-TRAP AND VENT) TO SANITARY IF REQUIRED BY LOCAL JURISDICTION. CONDENSATE DRAINAGE PIPING THE PLUMBING CONTRACTOR SHALL PROVIDE CONDENSATE DRAINS FOR AIR HANDLING UNITS AND STARBUCKS EQUIPMENT (REFER TO SCHEDULE). CONDENSATE DRAINAGE PIPING SHALL BE TYPE "M" COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH 50/50 SOLDER. HANGERS AND SUPPORTS THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPE SUPPORTS REQUIRED FOR EQUIPMENT AND MATERIAL IN ACCORDANCE WITH SPECIFICATIONS. ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS INSTALLED AS REQUIRED BY LOCAL CODES. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE REQUIRED TO PREVENT SAGGING. INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METALS. CLEANOUTS PROVIDE FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED BY CODE IN ALL SOIL, WASTE, AND DRAIN LINES. SEE THE PROJECT MANUAL FOR TYPES. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. INSTALLATION INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE BRACKET STANDOFFS FROM MOUNTING SURFACES SUFFICIENT TO ALLOW V (25MM) OF CLEANING SPACE ALL AROUND PIPING, INCLUDING ANY ADDED PIPING INSULATION. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM BOARD PARTITIONS, CONCRETE FLOOR AND ROOF SLABS. SEAL PIPE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRE STOPPING SEALANT MATERIAL PER CODE REQUIREMENTS. DO NOT INSTALL PEX PIPING IN RATED WALLS OR THROUGH RATED FLOORS. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND ENSURE PROPER PROTECTION OF PEX PIPING FROM METAL EDGES. UNDERGROUND WATER AND SEWER LINES SHALL BE LAID IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING AS REQUIRED BY CODE, EXCAVATED TO THE PROPER DEPTH AND GRADED TO PRODUCE THE REQUIRED FALL. TESTING ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE PLUMBING CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS REQUIRED BY LOCAL AUTHORITY. TEST WATER PURITY ACCORDING TO LOCAL REQUIREMENTS AND SUBMIT CERTIFIED TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. IDENTIFICATION PROVIDE PIPE IDENTIFICATION EVERY 10 FT (EXCEPT WHERE PIPES ARE EXPOSED TO PUBLIC) IN ACCORDANCE WITH SPECIFICATIONS. CARBONATION IF APPLICABLE TO PROJECT SCOPE FOR CBE STATION, STARBUCKS CARBONATION VENDOR WILL PROVIDE AND INSTALL EQUIPMENT, CO2 TANKS AND FITTINGS. STARBUCKS SHALL PROVIDE AND CONTRACTOR SHALL INSTALL CO2 TANK MOUNTING BRACKET, PROTECTIVE SHELVING UNIT AND CO2 GAS TUBING AS SHOWN ON DRAWINGS AND PER MANUFACTURER'S INSTRUCTIONS. MAXIMUM TUBING LENGTH INCLUDING COILED ENDS IS 100 FT (30 M) AND MAXIMUM BEND IS TO 3 INCH (75 MM) MINIMUM RADIUS. ROUTE CO2 TUBING PREFERABLY THROUGH WALL AND/OR CEILING CAVITIES, WITHOUT KINKS AND SO AS TO NOT TOUCH ANY HOT SURFACE (BALLAST, STEAM PIPE, ETC.) OR RUB AGAINST A SHARP EDGE THAT MAY ABRADE OR CUT TUBING. ALL HOLES MUST BE SEALED WITH A GROMMET OR ESCUTCHEON. TUBING IS TO BE SECURED TO APPROPRIATE PERMANENT SURFACES TO KEEP IT OFF THE FLOOR OR CABINET BOTTOMS AND AWAY FROM OTHER EQUIPMENT. LABEL BOTH ENDS OF TUBING AND REGULARLY AT TEN (10) FOOT INTERVALS ALONG ROUTE AS "CO2." NITROGENATION STARBUCKS NITROGENATION VENDOR WILL PROVIDE AND INSTALL EQUIPMENT AND FITTINGS IF APPLICABLE TO PROJECT SCOPE FOR NITRO STATION. GENERAL CONTRACTOR SHALL COORDINATE NITRO SYSTEM INSTALLATION WITH STARBUCKS VENDOR. GENERAL PLUMBING NOTES 1. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF WORK. 2. EXPOSED/SURFACE MOUNTED PIPING IS ONLY ALLOWED IN THE BAR AREA UNDER COUNTERTOPS, WHERE IT DOES NOT OBSTRUCT CABINETS/DEVICES AND WHERE APPROVED BY STARBUCKS CONSTRUCTION MANAGER. IF ROUTED THROUGH CABINETS, IT SHALL BE ROUTED TO MAXIMIZE STORAGE SPACE AND BE PROTECTED FROM DAMAGE. 3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF SYSTEM(S). FURNISH AND INSTALL ALL COMPONENTS NEEDED WHETHER INDICATED OR NOT TO PROVIDE A COMPLETE AND OPERATING SYSTEM. OVERALL CASEWORK COMPONENT DIMENSIONING ON PLUMBING DETAILS ARE SHOWN FOR REFERENCE AND COORDINATION ONLY. 4. 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 BETAKEN FROM ACTUAL BUILDING DIMENSIONS. 5. THE PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR FIXTURES IN CASEWORKAND PLUMBING DETAILS. SEE THE PROJECT MANUAL FOR PLUMBING SPECIFICATION SECTIONS. 6. ALL PIPING AND/OR PLUMBING DEVICES SHALL BE SUPPORTED FROM STRUCTURE (NOT FROM HVAC DUCTS OR OTHER PIPES/CONDUITS). 7. PLUMBING CONTRACTOR SHALL KEEP A COMPLETE SET OF AS -BUILT DRAWINGS ON SITE AT ALL TIMES. IF HARD COPY OF AS-BUILT'S REQUIRED CONTRACTOR SHALL GIVE ACCURATE SET TO ARCHITECT. GENERALNOTES SCOPE THE INTENT OF THE PROJECT MANUAL AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT RELATED TO THE INSTALLATION OF THE PLUMBING WORK. SITE EXAMINATION THE CONTRACTOR SHALL THOROUGHLY EXAMINE ALL AREAS WHERE FIXTURES, EQUIPMENT, AND PIPING WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT, IN HIS OPINION, PREVENTS THE PROPER INSTALLATION OF THE PLUMBING WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE APPROPRIATE PROVISIONS OF CSA, ULC, ASME, ASTM, UL, NEMA, ANSI, ASHRAE, NFPA, AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE PROVINCIAL AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. THE CONTRACTOR SHALL SATISFY CODE REQUIREMENTS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST TO STARBUCKS. PERMITS AND FEES THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING WORK. WARRANTY THE CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. LANDLORD REQUIREMENTS PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH LANDLORD / BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS. IF LANDLORD / BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS AND ADHERE TO THEM. WHERE LANDLORD / BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE ENGINEER). LANDLORD / BUILDING OWNER REQUIREMENTS SHALL GOVERN. N N N r N r © 2017 STARBUCK&) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q jU DARRELLCASE i i Lic No. 031105 LL_ '?o�' o�� Y t. 12/16/28SSI� lx � Q Ci N � Y � LU Qw 7) U) z LL (n LU W W < O � ~ ❑ zLL Q p0 ULn U �lcl� LLJ L Q 00 2 o o U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: PLUMBING SPECIFICATIONS SCALE: AS SHOWN SHEET NUMBER: P001 PLUMBING FIXTURE SCHEDULE - "P" DESIGN ID I COUNT DESCRIPTION FURN. BY I INST. BY COMMENTS DRAIN 10294 1 10 IDRAIN - FLOOR SINK SQUARE - 121N 305MM ISB IGC 10594 1 1 IDRAIN - SQUARE - 51N 125MM ISB IGC 10726 1 10 IDRAIN - GRATE HALF SQUARE - 121N 305MM ISB IGC FAUCET 10152 1 FAUCET - DOUBLE LABORATORY WITH BENT RISER SPOUT SB GC 10153 5 FAUCET - WATER TOWER - 121N 305MM SB GC 10215 2 FAUCET - DOUBLE LABORATORY WITH SWING SPOUT SB GC 10447 1 FAUCET - PRE RINSE SPRAYER WALL MOUNTED SB GC 10597 2 FAUCET - SINGLE HANDLE SB GC 10804 1 FAUCET - PRE RINSE SWING SPOUT SB GC 10874 1 FAUCET - INSTAHOT SYSTEM SINGLE LEVER SB GC 10922 1 FAUCET - MOP SINK WALL MOUNTED SB GC 10943 1 FAUCET - SINGLE LABORATORY WITH SWING SPOUT SB GC 11003 3 FAUCET -METERED SB GC 13588 1 FAUCET - HAND SINK WALL MOUNTED SB GC 21352 2 FAUCET - RESTROOM WITH MOTION SENSOR SB GC 22642 3 FAUCET - INSTANTHOT SYSTEM 2 BUTTON WITH BOILER AND BRACKET SB GC KIT INCLUDES FONT, UNDERCOUNTER BOILER AND BOILER BRACKET FOR SIDE PANEL MOUNTING. BRACKET CAN BE FLOOR MOUNTED USING SET OF (4) STAINLESS STEEL LEGS, ORDERED SEPARATELY THROUGH VENDOR. FILTER 13076 1 FILTER - PREFILTRATION SYSTEM ISB ISB 13080 1 IFILTER - HEAD QUAD ISB ISB 13081 4 IFILTER - CARBON FILTER CARTRIDGE ISB ISB OTHER 21669 1 GREASE INTERCEPTOR GB75 GC GC 22226 1 WATER HEATER TANK ELECTRIC - 18KW GC GC X8000 2 Bronze quarter turn non -freeze hydrant with hose connection, integral vaccurn braker, T handle key, and stainless steel box with 180 cover opening GC GC SINK 10116 2 SINK - RESTROOM WALL MOUNTED SB GC 10549 1 SINK - RINSE DROP IN SST - 12X201N 305X510MM SB GC 10995 1 SINK - MOP - 24X241N 61OX610MM SB GC 13264 1 SINK - 3 COMP WORK SST - 931N 2350MM SB GC 14688 1 SINK - HAND WITH SIDE SPLASH WALL MOUNTED SST SB GC 18743 1 SINK - WATER FILLING STATION - 36X241N 915X610MM SB GC 22630 1 SINK - RINSE DROP IN - 27X261N 685X670MM SB GC 22768 3 SINK - COUNTERTOP RINSER WITH WATER TOWER - 26X91N 660X235MM SB GC TOILET 22558 1 2 ITOILET - TANKLESS AUTOMATIC SINGLE FLUSH IGC IGC SYSTEM COMMISSIONING CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: 1) SUPPORT STARBUCKS COMMISSIONING AGENT (CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES; 2) PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS CXA; 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND SUBMIT REPORTS. CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: A. SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC HOT WATER GENERATION, HVAC SYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS, LIGHTING CONTROLS, AIR CURTAINS, BUILT-IN REFRIGERATION EQUIPMENT, AND RENEWABLE ENERGY SYSTEMS. B. CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM IN THE SCHEDULE OF VALUES. C. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE, AND ACCESSIBLE TO STARBUCKS CXA FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION VERIFICATION. D. INSTALLATION VERIFICATION SHALL BE PERFORMED BY STARBUCKS CXA. CONTRACTOR SHALL SUPPORT STARBUCKS CXA INSTALLATION VERIFICATION EFFORTS AS NECESSARY. PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FOR STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS INSTALLED CORRECTLY. E. CONTRACTOR SHALL BE READILY AVAILABLE DURING INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR DEFECTS DISCLOSED BY THE INSTALLATION VERIFICATION PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. ALL HVAC, EXHAUST FAN, AND AIR CURTAIN EQUIPMENT SHALL BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR'S TESTING, ADJUSTING AND BALANCE AGENT(SEE TESTING, ADJUSTING AND BALANCING) AFTER THE SYSTEM IS VERIFIED TO BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN ACCORDANCE WITH THE REQUIREMENTS OF THESE DOCUMENTS. LL HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN TESTING AND AIR BALANCE REPORT CONFORMING TO THE REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THE INFORMATION SPECIFIED, ETC. TO THE STARBUCKS CXA IMMEDIATELY UPON COMPLETION OF THE WORK. G. CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL PERFORMANCE TESTING PRIOR TO STARTING TESTING. CONTRACTOR SHALL OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY DEMONSTRATION THE CORRECT OPERATION OF EQUIPMENT, RESPONSE OF SENSORS, AND PROPER EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES; INCLUDING BUT NOT LIMITED TO, AIR MOVEMENT, TEMPERATURE, SOUND, AND CONTROL RESPONSE. PROVIDE ANY SECURITY ACCESS, HARDWARE, SOFTWARE, OR OTHER SUPPORT AS NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS AND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA WILL RECORD THE EQUIPMENT OPERATION AND RESPONSE TO TESTING SEQUENCES AND PREPARE A LIST OF ANY DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR CORRECTION BY THE CONTRACTOR. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, AIR HANDLING UNITS, ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS, LIGHTING CONTROLS, ETC. DELIVERABLES: PROVIDE COMPLETED COPIES OF ALL START UP REPORTS, FILLED OUT ON THE MANUFACTURER'S FORMS, TO THE STARBUCKS CXA. H. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE- TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING ANY AND ALL RE -TESTING. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TEST RESULTS. J. CONSTRUCTION AND POST CONSTRUCTION TESTING: ADDITIONAL TESTING MAY BE REQUIRED BY LEED AND OTHER PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT, DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY STARBUCKS CXA. N N CD r N r Z O V ND ^^ V+ Z O © 2017 STARBUCK&) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates. Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 jU DARRELLCASE i Q i Lic No. 031105 roam W W O LL D Tm w J J_ LL U z LU (n LLJ W 0 ~ W � < ❑ Z LL Q 0 0 ULn U �� � Lu Q (Y OD o D U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: PLUMBING SCHEDULES SCALE: AS SHOWN SHEET NUMBER: P002 Tm w J J_ LL U z LU (n LLJ W 0 ~ W � < ❑ Z LL Q 0 0 ULn U �� � Lu Q (Y OD o D U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: PLUMBING SCHEDULES SCALE: AS SHOWN SHEET NUMBER: P002 BACK FLOW PREVENTER ASSEMBLY REQUIREMENTS TYPE OF METHOD OF CROSS MANUFACTURE AND EQUIPMENT ON REMARKS CONNECTION CONTROL MODEL NUMBER SYSTEM ICE MACHINE REDUCED PRESSURE ZONE STAINLESS STEEL BODY WITH WATER EQUIPMENT ASSEMBLY WATTS LF-009-QT-S QUARTER TURN VALVE BRONZE STRAINER. WATER SERVICE REDUCED PRESSURE ZONE WATTS LF-919-QT LEAD FREE WITH QUATER TURN ASSEMBLY FOOD SERVICE STAINLESS STEEL BODY WITH EQUIPMENT AND DUAL CHECK WITH ATMOSPHERIC WATTS SD-3 QUARTER TURN VALVE SS CHEMICAL FEEDS PORT STRAINER. DISH MACHINE ATMOSPHERIC VACUUM BREAKER WATTS 188A COMPLY WITH ASSE 1001 1. CONTRACTOR SHALL PROVIDE INDIVIDUAL BACKFLOW PREVENTERS FOR EACH PIECE OF EQUIPMENT. 2. EACH BACKFLOW PREVENTER MUST HAVE TESTING PORTS. 3. BRONZE BODIED BACKFLOW PREVENTERS ARE PERMISSABLE IF ALLOWED BY LOCAL CODES. NOTE: ALL HAND SINKS SHALL BE INSTALLED WITH THERMOSTATIC MIXING VALVE WITH THE OUTLET TEMPERATURE SETA 110" MAXIMUM. IPII0597 Wi 10153 10215 10943 17 P 10447 P 10804 P 22642 P 1102151 i �IF I II r 11 UUU (DU UU AgoOr O ❑ O ■ P 10152 16 8 P 10597 i1 I r ■ ■ AP1225881 ii■ ■ 1 r ■ ■H ■ ■ ■ TABLE TO CALCULATE WATER FIXTURE UNITS PLUMING FIXTURE WATER FIXTURE UNITS NUMBER OF FIXTURES TOTAL WATER FIXTURE UNITS WATER CLOSET 8 2 16 LAVATORIES 1 2 2 HAND SINKS 1 2 2 WORK SINKS 2 4 8 ESPRESSO/BREWER 1 4 4 ICE MACHINE 0.5 1 0.5 3 COMP. 3 1 3 MOP SINK 3 1 3 WALL HYDRANTS 2.5 2 5.0 TOTAL WATER FIXTURE UNITS 143.5 WATER PIPE SIZE= 2" AT 50 GPM 5I '9PI213521 3 2 IP1225881 AH 1 NOTE: WATER SERVICE PRESSURE SHALL BE MINIMUM OF 50 PSI AND NO GREATER THAT 65 PSI RESIDUAL PRESSURE AT LOCATION WHERE WATER SERVICE ENTERS PROJECT SPACE. IF THE PRESSURE IS UNDER 50 PSI AT POINT OF ENTRANCE TO STARBUCKS SPACE, PROVIDE A DOMESTIC WATER BOOSTER PUMP AND SURGE TANK TO MEET STARBUCKS MINIMUM REQUIREMENTS. THE LANDLORDS ENGINEER SHALL VERIFY THE INLET WATER PRESSURE FOR EACH PIECE OF EQUIPMENT WITH IN THE STORE. LOCATE BOOSTER PUMP ABOVE BOH CEILING ADJACENT TO WATER FILTRATION EQUIPMENT. NOTE: FURNISH AND INSTALL A CERTIFIED TESTED BACK FLOW PREVENTER WITH PROTECTIVE ENCLOSURE AND SHUT OFF VALVE. BACKFLOW PREVENTION ASSEMBLY SHALL BE PROVIDE MAXIMUM WATER PRESSURE DROP 15 PSIC (POUNGS PER SQUARE INCH GAUGE). PREFERRED LOCATION IS ADJACENT TO WATER FILTRATION SYSTEM BACK OF HOUSE (BOH). PLUMBING DESIGN NOTES A. FURNISH AND INSTALL A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. B. PLUMBING CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. C. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY ARE NOT VISIBLE TO CUSTOMERS. D. REFER TO MANUFACTURER SPECIFICATIONS FOR LOCATION OF CONNECTIONS UNLESS OTHERWISE NOTED. E. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL PLUMBING EQUIPMENT. F. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. G. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS LOCATED IN CASEWORK. H. COLD WATER SUPPLY LINES INSIDE CASEWORK AND BAR AREA TO BE COVERED WITH 1/2" (10MM) THICK SELF SEALING, SECTIONAL CLOSED -CELL FOAM INSULATION. REFER TO SPECIFICATIONS FOR HOT WATER SUPPLY LINE INSULATION REQUIREMENTS. I. CONTRACTOR SHALL CONTACT WATER FILTER SUPPLIER BEFORE THE TIME THAT THE FILTER SYSTEM IS TO BE STARTED UP. J. VERIFY PROPER WATER SYSTEM WITH WATER TEST RESULTS. PLUMBING KEYED NOTES OCW TO WATER HEATER & 1" HW FROM WATER HEATER OWATER HEATER AS SPECIFIED AND IN COMPLIANCE WITH APPLICABLE CODES AND ORDINANCES. DIMENSIONS OF THE HEATER SHALL ALLOW INSTALLATION ABOVE THE MOP SINK. REFER TO WATER HEATER DETAIL. O3/4" HW & CW TO FAUCET AT MOP SINK. CAULK AND SEAL BACK OF SINK TO WALL O4 3/4" CW TO WATER FILTER & 3/4" CWF FROM WATER FILTER. PLUMBING CONTRACTOR TO FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ACTIVATION PROCEDURES FOR FILTERS. SEE FILTER CONNECTION DETAIL. O3/4" HW & CW TO FAUCET & SPRAY AT COMPARTMENT SINK. CAULK AND SEAL BACK OF SINK TO WALL. O3/4" CWS TO DISHWASHER. INSTALL SHUT-OFF WITH 3/4" MALE HOSE -END FITTING @ 18" AFF UNDER COMPARTMENT SINK. SHUT-OFF TO INCLUDE PRESSURE REDUCING VALVE, PRESSURE GAUGE (SET @ 20 PSIG, - OR - 5 PSIG), LINE STRAINER, AND SHOCK ARRESTOR IN WALL. CONNECT SANITIZER TO HW SUPPLY WITH 72" LONG BRAIDED STAINLESS STEEL HOSE O7 1/2" CWF TO ICE MACHINE. REDUCE TO 3/8" AT MACHINE FURNISH WITH BACKFLOW PREVENTER. (D1/2" HW & CW TO LAVATORY/HAND SINK FURNISH WITH POINT OF USE TEMPERING VALVE. O1/2" CWF TO COFFEE BREWER. INSTALL SHUT-OFF IN CABINET @ 24" AFF REDUCE TO 3/8" AT UNIT. 10 1/2" CWF TO ESPRESSO MACHINE. CONNECT 3/8" COMPRESSION BRAIDED STAINLESS STEEL HOSE FROM SHUT-OFF TO ESPRESSO MACHINE WATER INLET. 11 1/2" CW TO METERED FAUCET 12 1/2" CWF TO HOT WATER TAP DISPENSER. 13 3/4" CW AND CWF BELOW GRADE TO SERVICE BAR. 14 1-1/2" CW TO WATER CLOSET FURNISH WITH HAMMER ARRESTOR. 15 1/2" CW TO PITCHER RINSER. 16 1/2" HW & CW TO SINK 17 1/2" HW TO CHEMICAL SANITIZER AT MOP SINK. PROVIDE BALL VALVE, RPZ ASSEMBLY AND HOSE CONNECTION. SEE DETAILS. 18 1/2" HW TO CHEMICAL SANITIZER AT 3-COMP SINK. PROVIDE BALL VALVE, RPZ ASSEMBLY AND HOSE CONNECTION. FURNISHED WILL POINT OF USED TEMPERING VALVE. SEE DETAILS. 19 ROUTE TO CONNECT TO NEW 2" WATER SERVICE. 20 1/2" CWF TO TOWER FAUCET. 21 1/2" CW, HW AND CWF TO FILLING STATION. © 2017 STARBUCK&) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES SODS & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q jU DARRELLCASE i i Lic No. 031'105 Y� 12/16/28SSIONAL�� r Q N Y > W Qw z D d J_ LLI z U) � L LU W < 0 � ~ ❑ H z LL Q 0 0 C) Li7 U LU LU Q D' D_ DO STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: SUPPLY PLAN SCALE: AS SHOWN SHEEi NUMBER: P 00 TABLE TO CALCULATE DRAINAGE FIXTURE UNITS PLUMING FIXTURE DRAINAGE FIXTURE UNITS NUMBER OF FIXTURES TOTAL DRAINAGE FIXTURE UNITS (E) WATER CLOSET 6 2 12 (E) LAVATORIES 1 2 2 HAND SINKS 1 2 2 FLOOR SINKS 5 6 30 MOP SINK 3 1 3 TOTAL DRAINAGE UNITS 49 TOTAL DRAINAGE UNITS FOR ALL FIXTURES 4" NOTE: ALL UNDER SLAB PIPING, FLOOR SINK AND FLOOR DRAINS FURNISHED AND INSTALLED BY LL. GENERAL NOTE: SANITARY SEWER PIPING SHOWN ON DRAWINGS ARE DIAGRAMMATIC AND MAY DIFFER SLIGHTLY FROM ACTUAL FIELD CONDITIONS. P.C. SHALL COORDINATE WITH EXISTING FIELD CONDITIONS TO DETERMINE THE LOCATION AND CONNECTION TO EXISTING PLUMBING SERVICES PRIOR TO BID/CONSTRUCTION. IF ACTUAL FIELD FINDINGS VARY SIGNIFICANTLY FROM THOSE ON INDICATED ON PLANS, PC SHALL NOTIFY GC IMMEDIATELY PRIOR TO STARTING ANY WORK. THE OWNER SHALL NOT BE RESPONSIBLE FOR ADDITIONAL COSTS INCURRED BY FAILED COORDINATION AFTER CONSTRUCTION HAS BEGUN. PC SHALL BE RESPONSIBLE FOR UTILIZING A REPUTABLE UTILITY LOCATING SERVICE PRIOR TO ANY EXCAVATION. DOMESTIC COLD AND/OR HOT WATER PIPING SIZES ARE DESIGNED BASED ON AN INCOMING RESIDUAL DELIVERY PRESSURE OF 65 PSI. PRIOR TO WORK, VERIFY EXACT WATER DELIVERY PRESSURE AVAILABLE AT SITE. IF HIGH PRESSURE EXISTS (OVER 80 PSI) PROVIDE PRESSURE REDUCING VALVE AT WATER SERVICE ENTRANCE, SEE DETAIL FOR ADDITIONAL INFORMATION. CONTACT ENGINEER IMMEDIATELY WITH FINDINGS IF LOW PRESSURE (BELOW 40 PSI) EXISTS FOR PIPING DESIGN CHANGES. PLUMBING DESIGN NOTES A. FURNISH AND INSTALL A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. B. PLUMBING CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. C. ALL PLUMBING LINES TO BE ROUTED SUCH THAT THEY ARE NOT VISIBLE TO CUSTOMERS. D. REFER TO MANUFACTURER SPECIFICATIONS FOR LOCATION OF CONNECTIONS UNLESS OTHERWISE NOTED. E. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL PLUMBING EQUIPMENT. F. DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. G. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS LOCATED IN CASEWORK. H. COLD WATER SUPPLY LINES INSIDE CASEWORK AND BAR AREA TO BE COVERED WITH 1/2" (10MM) THICK SELF SEALING, SECTIONAL CLOSED -CELL FOAM INSULATION. REFER TO SPECIFICATIONS FOR HOT WATER SUPPLY LINE INSULATION REQUIREMENTS. I. CONTRACTOR SHALL CONTACT WATER FILTER SUPPLIER BEFORE THE TIME THAT THE FILTER SYSTEM IS TO BE STARTED UP. J. VERIFY PROPER WATER SYSTEM WITH WATER TEST RESULTS. SHEET NOTES O3/4" PRESSURE RELIEF FROM WATER HEATER TO MOP SINK. O1" INDIRECT DRAIN FROM WATER HEATER DRIP PAN TO MOP SINK. O3" WASTE FROM MOP SINK. O2" INDIRECT DRAIN FROM COMPARTMENT SINK INTO FLOOR SINK. OINDIRECT DRAIN FROM WARE WASHER INTO FLOOR SINK. CONTRACTOR SHALL INSTALL THERMOMEGA TECH TEMPERING VALVE ON DISCHARGE LINE FROM WARE WASHER. O5/8" I.D. F.P.T FROM DRAIN ON ICE MACHINE TO INDIRECT DRAIN AT FLOOR SINK. OINSTALL FEMALE PIPE THREAD FROM ESPRESSO MACHINE DRAIN TRAY TO INDIRECT DRAIN AT FLOOR SINK. O1" INDIRECT INSULATED DRAIN LINE FROM ICE BIN DROP TO FLOOR SINK. OROUTE TO CONNECT TO GREASE WASTE AND GREASE a INTERCEPTOR (SCHIER GB-75). CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, SIZE AND INVERT ELEVATION PRIOR TO ANY WORK. 10 3" WASTE FROM FLOOR SINK. 11 4" WASTE FROM TOILET. 12 FLOOR CLEAN OUT MATCH TO DRAIN LINE. 13 ROUTE TO CONNECT TO EXISTING VENT PIPING WITH IN BUILDING. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE AND ELEVATION PRIOR TO ANY WORK. 14 3/4" INDIRECT DRAIN FROM WATER EQUIPMENT TO MOP SINK. 15 WALL CLEAN OUT. 16 UP TO AIR ADMITTANCE VALVE. VALVE SHALL COMPLY TO ASSE 1050 & 1051. 17 1-1/2" WASTE FROM LAVATORY(HAND SINK. 18 ROUTE TO CONNECT TO EXISTING SANITARY PIPING WITH IN BUILDING. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE AND INVERT ELEVATION PRIOR TO ANY WORK. 1 g 2" INDIRECT WASTE PIPING FROM 3 COMPARTMENT SINK TO FLOOR SINK. 20 1" INDIRECT INSULATED DRAIN LINE FROM UNDER COUNTER REFRIGERATOR DROP TO FLOOR SINK. 21 1" INDIRECT INSULATED DRAIN LINE FROM DRIP TRAY DROP TO FLOOR SINK. 22 4" VENT THROUGH ROOF. FIELD VERIFY EXACT LOCATION AND SIZE PRIOR TO ANY WORK. VENT SHALL BE A MINIMUM OF 10'-0" FROM ANY MECHANICAL AIR INTAKE. N CN 40 N CN r O p V NM li W Z O w O LL © 2017 STARBUCK&) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98131 4 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates. Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 W a z I— O W O a jU DARRELLCASE i Q i Lic No. 031105 roam Y 12/16/2~(TLQr�i�Ai±+'� Q N � Y � W D 0 LL Ln r 00 V_ to to W IY Q H O W O (Y o_ z O LL Ln 00 w J J_ LU J ry Q U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SODS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: UNDERSLAB PLUMBING PLAN SCALE: AS SHOWN SHEET NUMB 01 ER: P1 EXTEND SUPPLY 12" ABOVE VALVE "T". INSTALL WATER HAMMER ARRESTOR 41" A. COPPER ;UPPLY Q+j TOILET SUPPLY DETAIL N.T.S. HEAT TRAP (TYP.) HOT WATER TO FIXTURES AS COLD WATER SUPPLY TO WATER HEATER. SHOWN ON PLANS THERMOMETER EXPANSION TANK PROVIDE FULL PORT BALL SHUT-OFF VALVES 4" PVC AIR INLET PROVIDE PIPE UNIONS, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS. BOLT STRAPS TO SOLID BLOCKING IN WALL WITH 3/8"0 X 2-1/2" LAG BOLTS, TYPICAL OF FOUR (4) 1/2" DIAMETER THINWALL (EMT) ROVIDE A 210' F ASME APPROVED TEMPERATURE AND CONDUIT WITH ENDS FLATTENED 50 PSI PRESSURE RELIEF VALVE WITH TEST LEVER, 7rp; SIZED WITH CAPACITY PER WATER HEATER 3/4" x 24 GUAGE PERFORATED MANUFACTURER'S RECOMMENDATIONS. PLUMBERS TAPE BURNER THERMOSTAT AND PRESSURE WH REGULATOR FURNISHED WITH WATER PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE HEATER. LINE FULL SIZE OF VALVE OUTLET TO END OVER MSB GAS SHUT-OFF COCK WITH LEVER WITH 6" AIR GAP. HANDLE & GROUND JOINT UNION 4" PVC EXHAUST 1/2" DIAMETER THINWALL 6" LONG DIRT LEG DRAIN VALVE BY (EMT) PROVIDE WATER -TIGHT D HEATER MANUFACT. CONDUIT WITH ENDS GALVANIZED SHEET METAL PAN 2" u SET WATER HEATER ON FLATTENED DEEP WITH 1" DRAIN PIPE TO MS PLATFORM (PLATFORM BY OTHERS) ROUTE TO INDIRECTLY DRAIN INTO MOP SINK 3/4" x 24 GUAGE PERFORATED ,GAS WATER HEATER PLUMBERS TAPE NTS HOT WATER KADET-AF CLEANER SUPPLY WITH CHEMICAL BFP AS REQUIRED MOUNT BRACKET ON BY CODE CENTER w/ BOTTOM OF CLEANER DISPENSER DISCHARGE AS l REQUIRED BY CODE KADET-AF CLEANER DISPENSER MOUNT TO BACK WALL OF MOP t1 SINK SURROUND "--------__.FAUCET w/ INTEGRAL VACUUM BREAKER NOTE: FRESH WATER REFER TO HOSE SHEET P2.0 FOR PLUMBING � MOP SINK DETAILS �I�' BASIN 5 M075 KADET MOUNTING ELEVATION 3/4 " 1'-0" FLOOR SINK DETAIL N.T.S. CLICK-SAN CHEMICAL — - — - — - — - -- I CLICK-SAN/WASH CLICK -WASH DISPENSER CHEMICAL ALIGN BOTTOM OF SECURETUBING DISPENSER W/ TOP OF w/ ZIP -TIES CHEMICAL CONTAINER BRACKETS, TYPICAL DIRTY DRAINBOARD 4"x3" TEST STRIP �— BOX TEMPERED WATER CLEAN SUPPLY DRAINBOARD o (RAISED) REQU REDS BY CODE," SINK DISCHARGE AS o FAUCET REQUIRED BY 3-COMP SINK AND SPRAY CODE �� ARM DIRTY CLEAN -MOUNT CLICK-SAN WASH EQUIPMENT TO WALL x;SANITIZER ALWAYS ABOVE THE "DIRTY" SIDE OF THE SINK ONLY. ON RH 'CLEAN' SIDE -SECURE TUBING TO WALL ABOVE SINK BACKSPLASH WITH ZIP -TIES. -MOUNT TEST STRIP BOX TO WALL OVER THE "CLEAN" DRAINBOARD. , CLICK-SAN/WASH INSTALL NOT TO SCALE INK SET FLUSH FIN. FLR. SLOW STRAINER POSITION --HIGH STRAINER POSTION OINT FUR DRAIN SET BELOW TOP OF CAULK JOINT FIN FUR. ADJACENT TILE CERAMIC CANTS TO CREATE DIMPLE THIN SET CERAMIC 9" TILE, TYP 5" SQ IFILL 0 TRENCH OW GRADE MOISTURE BARRIER t: BACKFILL a '. ° . n .• ° , ' CONNEC1ION TRAP PRIMER E TO DRAIN CONNECTION FLOOR DRAIN DETAIL N.T.S. PIPING SHOWN IS SCHEMATIC. PROVIDE CLEARANCES RECOMMENDED BY MANUF., SEISMIC STRAPPING. SET THERMOSTAT AT 1207. / 8" MINIMUM, 24" MAXIMUM BRAIDED STAINLESS STEEL HOSE. 9/16-24 UNEF COMPRESSION CONNECTION 150 PSIG MIN. RATING. (TYP. 2) COUNTER TOP WATER PUMP. INSTALL TO ALLOW ACCESS TO INTEGRAL PUMP FILTER. SEE PUMP - ATTACHMENT DETAIL (TYP. 2) BRAIDED STAINLESS STEEL HOSE. 9/16-24 UNEF COMPRESSION CONNECTION 150PSIG MIN. RATING. (TYP. 2) le NPT TO HOSE COMPRESSION CONNECTION (TYP. 2) 1/2" BALL VALVE. (TYP. 2) FLOOR 2'-6" MAX. COVER FINISHED ADJUSTING FLOOR COLLAR CLEANOUT RISER PLUG AND BODY. SEE 1/8 BEND FULL SPECS. 'd d d SIZE, 4" MAX. a v PLUG IF END OF LINE FLOW CONCRETE ENCASEMENT NOTE: CLEANOUT COVER FLUSH WITH TILE OR FLUSH WITH CONCRETE FLOOR IN AREA WITH NO TILE. FLOOR CLEAN OUT DETAIL MASTRENA N.T.S. FW FW 3 AIR GAP PER �^ MINIMUM 1" - MASTENA HOSE TO BALL VALVE KADET 1/2" HOT BFP WATER SUPPLY DISCHARGE y HOSE -END AS REQUIRED CONNECTION MOP SINK CONNECTIONS HOSE TO BALL VALVE KADET 1/2" TEMPERED BFP WATER SUPPLY DISCHARGE y HOSE -END AS REQUIRED CONNECTION 3 COMP. SINK CONNECTIONS CHEMICAL SANITIZER CONNECTION SCHEMATICS NOT TO SCALE - BACK FLOW PREVENTION DEVICE WHERE REQUIRED. VERIFY TYPE AND LOCATION WITH LOCAL JURISDICTION. 5g WIRE REINFORCED DRAIN HOSE TO INDIRECT PIPE RISER (TYP. 2) 1-1/2" ABS DWV INDIRECT WASTE PIPE TO FLOOR SINK SLOPE HORIZONTAL AT1,y PER FOOT. (TYP. 2) HOLD PIPING 11GHT TO BACK WALL (TYP. 2) 3,' BALL VALVE. 3,r FILTERED WATER FROM BELOW COUNTER MASTRENA GENERAL PIPING CONNECTION SCHEMATIC DETAIL NTS 3" BRAIDED ESPRESSO HOT WATER TAP STAINLESS MACHINE STEEL HOSE -, I 1-1,r COPPER LINE 1 j COPPER LINES 1 3S MALE 3A�" COPPER LINE COMPRESSION OPTIONAL ESPRESSO BALL VALVE MACHINE AT MAIN WATER TOWER BARRIISTA S TAEASED 3j MALE ih^ COPPER LINES STEEL HOSE COMPRESSION BALL VALVE I-�---BALL VALVE ® STUB UP "FILTERED" = A -SYSTEM - REFER TO SUPPLY CWF PIPING DIAGRAM B-SYSTEM - CWN 3,' "FILTERED" SUPPLY C-SYSTEM - CWF FRONTLINE BARISTA FILTERED WATER MANIFOLD SCHEMATIC MANIFOLD SCHEMATIC NTS DETAIL NOTES 1. THIS DETAIL IS SCHEMATIC ONLY. FOR THE LOCATION OF THE COMPONENTS SHOWN, AND EXTENT OF THE WORK REQUIRED, SEE THE PLAN DRAWINGS. 2. ALL WATER HOSE SHALL BE THE MINIMUM LENGTH NEEDED AND SUPPORTED AS REQUIRED TO AVOID STRESSING CONNECTIONS AND COILING EXCESSIVE HOSE. ROUTE TO AVOID KINKING AND ALLOW SPACE FOR UNDER COUNTER REFRIGERATOR AND ACCESS TO EQUIPMENT AND VALVES. 3. ALL PIPING SHALL BE HELD TIGHT TO WALLS, SLOPED WHERE REQUIRED AND ROUTED TO ALLOW ACCESS TO EQUIPMENT AND VALVES. 4. ROUTE HORIZONTAL PIPING A MINIMUM OF 6" ABOVE FLOOR. 5. INSTALL PUMP AS SHOWN ON PLANS. COORDINATE LOCATION AND ELEVATION WITH OTHER TRADES. ORIENT PUMP AS REQUIRED TO ALLOW MAINTENANCE. N N to r t O F— U v+ O V w O LL © 2017 STARBUCKS COFFEE COMPANY STARBUCKS) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES SODS & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349.1600 St_ Louis, MO 63026 F 636349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 DARRELL CASE Q ZU Lio.No. 031105 L.L 12/16/028�ar�NALe�o Y � Q N Y w LLJ z Q J 0 J &5 Z CO LL LEI �of 0 o�H z LL a 0 0 U Ln C) LL ry LUT— LULoQ O OC) O of00 = o D_ T U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev I Date SHEET TITLE: PLUMBING DETAILS SCALE: AS SHOWN SHEET NUMBER: P501 KADET CHEMICAL VALVE, RPZ AND HOSE CONNECTION. SEE DETAILS WILKINS 375 SERIES AHJ APPROVED BACKFLOV PREVENTION DEVICE (TYP) 3"VTR �\x / I / I / I / I / I I I I � I I I � I (ID)" (ID) WORK SINK SINK FS I / 2" / / / 3" / / / 2„/ / (ID)FROM WORK SINK, ESPRESSO MACHINE AND ICE BIN (ID)FROM WORK SINK, ESPRESSO MACHINE AND ICE BIN / (ID)FROM WORKS SINK, ESPRESSO MACHINE AND ICE BIN 2i (ID)FROM WORK SINK, ESPRESSO MACHINE AND ICE BIN KADET CHEMICAL VALVE, RPZ AND HOSE CONNECTION. SEE DETAILS WILKINS 375 SERIES I � I � I I�� (ID)3-COMPAND I I I DISH MACHINE i F i (ID)FILILING \ 3„ I STATION T \ I I � FS I I r FS I I HAND I �� 3 (ID)ICE I I SINK MACHINE HAND i SINK I I I Y /(ID)WORK I I FDp \ 3 SINK AND HAN SINK FS I /V / 3„ r,RFASF WARTF RISFR r� I � I I � T 4"VTR WC I I I Z I T� LAV I 4" LAV I 1�d/d�►`11U C7F. C _ liGi_ k A © 2017 STARBUCKS COFFEE COMPANY STARBUCKS) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. [ STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349.1600 St_ Louis, MO 63026 F 636349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q ZU CARRELL CASE LIc, No. 031105 L.L 12/16/�28*arONALe�0o Q Cl N Y w aJ z 0Lu J C/) Z CO L.L Lu �0 �H z LL a 0 0 U Ln C) ILL of ILL LU Lo Q ° ° oo = a� o T---U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev I Date SHEET TITLE: PLUMBING RISERS SCALE: AS SHOWN SHEET NUMB1 ER: P60 INDIRECT LINE o 0 FROM PREP I SINKTO I I FLOOR SINK I I L — — J AT FLOOR LEVEL FILTERED COLD WATER SUPPLY FOR TOWER WATER FAUCET FILTERED COLD WATER SUPPLY FOR INSTANT HOT WATER TAP — HOT AND COLD WATER SUPPLY FOR PITCHER RINSER FAUCET ABOVE COUNTERTOP CEILING PROVIDE MOISTURE - RESISTANT BACKING BEHIND WALL FINISH AT THIS AREA. REFER TO ITEM SPECIFICATIONS FOR PLUMBING SCOPE; COORDINATE INSTALL WITH FILTER VENDOR. luCi]�:Li]IA�7� 7 2 LO Lo 0 i SEE NOTE 1 BELOW — HOT AND COLD WATER SUPPLY FOR FAUCET SEE NOTE 1 BELOW HOSE CLIP MOP SINK CONFIGURATION WATER FILTRATION cc SYSTEM. SEE Ll CONFIGURATION 1, BASE FILTRATION DETAIL FOR zo MORE INFORMATION. r � h I � I I g I I � L J T _LO FRIP v a ENCLOSED 0 (V � 3/4" (20MM) BYPASS VALVE (NORMALLY CLOSED) 3' - 0" (915MM) ROUGH -IN 1' - 6" (460MM) ROUGH -IN 3/4" (20MM) BY-PASS LINE 1 I 3/4" (20MM) CWF OUT 72" (1830MM) A.F.F. OIL r --- ---� FILTERED COLD WATER TO FILTERED FIXTURES (ESPRESSO MACHINES, BREWERS, HOT TAP, WATER 3/4" (20MM) FAUCET, COBE CHILLER, _ DOMESTIC WATER IN ICE MACHINE) CHROME ) FROM ESCUTCHEON FACE" OF FWALO Y CENTER OFPIPE inCONNECTION 2' - 0" (610MM) 6'- 0" (1830MM) MIN. SHELVING NOTE: ABOVE 1. KEEP CLEAR AT BACKWALL FOR CHEMICAL DISPENSING SYSTEM COMPONENTS, TO BE INSTALLED BY SYSTEM VENDOR. REFER TO POSTED INSTALLATION GUIDELINES FOR MORE INFORMATION. (WATER FILLING STATION - PLUMBING (CONFIGURATION I scale. 3/4" = V-0" scale: 1/2" = V-0" FULL PORT THREADED, BRASS BALL SHUT-OFF VALVE (TYP.) 3-3/8" (85MM) FROM WALL TO CENTER OF PIPE CONNECTION 62" (1575MM) A.F.F. - UNION (TYP.). FILTRATION SYSTEM NOTES: 1. ALL COMPONENTS DRAWN IN BOLD ARE GC RESPONSIBILITY. GC TO COORDINATE INSTALLATION OF ALL OTHER COMPONENTS SHOWN WITH FILTER VENDOR. 2. ALL PIPING SHALL BE COPPER EXCEPT PEX TYPE PIPING WHICH IS ACCEPTABLE BETWEEN FILTER SYSTEM COMPONENTS WHERE ALLOWED BY CODE. 3. COMPONENTS ARE TO BE POSITIONED TO MAXIMIZE ACCESS FOR REGULAR SERVICING. PRE -FILTER, BYPASS VALVES, AND SOFTENER TANKS MUST BE INSTALLED 72" (1828MM) A.F.F. OR LOWER. (CONFIGURATION I, BASE WATER FILTRATION 3 scale 1 1/2" = V-0" IF CONFIGURATION II OR III, SOFTENED COLD WATER TO DISHWASHER (IF HOBART ADVANSYS UNIT). HOT WATER TO DISHWASHER SEE NOTE 2 BELOW. 8" (200 MM) MIN. (IF OTHER THAN HOBART CONCEALED BACK WALL CLEAR TO BACK ADVANSYS UNIT), BAR SINKS, T COPPER PIPING (TYP.) WALL MOP SINK AND COMPARTMENT I FILTERED SINK. I EXPANSION TANK COLD WATER Q I FOR ICE 1" (25MM) HOT WATER OUTLET BRASS CHECK MACHINE VALVE INDIRECT DRAIN 6" (150 MM) MIN. -----------------� TEMPERED HOT WATER TO LINE FROM ICE CLEAR HAND SINKS 1" (25MM) MACHINE TO FLOOR DRAIN _ _ UNION (TYP.) TEMPERATURE MIXING VALVES SEE PLUMBING PLAN L — — J FOR FINAL FLOOR HOT WATER TANK (SEE DRAIN LOCATION SPECIFICATIONS & HOT WATER AND TYPE TANK DETAIL FOR FURTHER INSTALLATION REQUIREMENTS) DICE MACHINE - PLUMBING 4 scale 3/4" = 1'_0„ EQ EQ DIRECT DRAIN LINE FROM SINK. ROUGH -IN SINK WASTE STUB AT 15 1/2" (394MM) A.F.F. AND CENTERLINE OF SINK TEMPERED HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520MM) A.F.F. SHUT-OFF VALVES AT WALL AND 4" (102MM) EITHER SIDE OF WASTE LINE. (ADD -ON HAND SINK PLUMBING scale: 3/4" = 1'-0" STRAP UNITS PER LOCAL REQUIREMENTS BOOSTER PUMP AND GFCI120V RECEPTACLE IF REQUIRED PAN AND DRAIN LINE FOR MAINTENANCE NOTES: 1. ALL COMPONENTS DRAWN IN BOLD ARE GC RESPONSIBILITY. 2. ALL PIPING SHALL BE COPPER EXCEPT PEX TYPE PIPING WHICH IS ACCEPTABLE BETWEEN FILTER SYSTEM COMPONENTS AND ADVANSYS DISHWASHER WHERE ALLOWED BY CODE. 3. COORDINATE WITH ELECTRICAL CONTRACTOR FOR RECEPTACLES. (WATER HEATER TANK - PLUMBING 6 scaia 3/4" = V-0" G R, - 5" curiismiml DRAIN LINE FROM SINK TO WASTE LINE IN WALL OR TO FLOOR DRAIN SOFTENED HOT AND NON -FILTERED COLD WATER FOR SINK FAUCET BACK WALL INDIRECT DRAIN LINE FROM DISHWASHER TO NEAREST FLOOR DRAIN OR MOP SINK WATER FOR DISHWASHER WITH SHUT-OFF UNDER SINK AT 18" (460MM) AFF. LINE LENGTH MUST ALLOW EASE OF MOVEMENT. VERIFY WATER REQUIREMENTS FOR TYPE OF DISHWASHER (HOT/COLD/SOFTENED). SEE WATER SUPPLY DRAWINGS FOR WATERLINE. IF ADVANSYS DISHWASHER, INCLUDE PRESSURE REDUCING VALVE. PRESSURE GAUGE (SET TO 20 PSIG +/- 5 PSI), LINE STRAINER AND SHOCK ARRESTOR. DRAIN LINE FROM DISHWARE DRYING RACKS TO SINK BOWL SEE PLUMBING PLAN FOR FINAL FLOOR DRAIN LOCATION. FLOOR DRAIN OPTIONAL. Ii41:78:EN ' DISHWARE DRYING RACKS WITH DRAIN LINE TO SINK BOWL 3/4" PLYWOOD BACKER BOARD BEHIND WALL FINISH. FASTEN TO STRUCTURE BEYOND. ALIGN NOTE: FOR COORDINATION ONLY. SEE FURNITURE, FIXTURES, AND EQUIPMENT PLAN FOR EQUIPMENT LOCATIONS. PROVIDE BACKING BEHIND WALL FINISH AS REQUIRED FOR WALL MOUNTED EQUIPMENT. REFER TO ITEM SPECIFICATIONS FOR MORE INFORMATION. . wlv,r. Ix,,.,�,., DISHWASHER Elevation View \ SINK \ KEEP CLEAR FOR WALL MOUNTED CHEMICAL DISPENSING SYSTEM, TO BE INSTALLED BY SYSTEM VENDOR. PROVIDE BACKING BEHIND WALL FINISH FOR EQUIPMENT MOUNTING. REFER TO POSTED (SANITIZING (GENERIC) - PLUMBING INSTALLATION GUIDELINES FOR MORE INFORMATION. scale: 3/4" = 1'-0" N O N \ r N r © 2017 STARBUCK&) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Merus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q jU DARRELLCASE i i Lic No. 031105 Y 12/16/28SSIONALV� r � Q Ci N � Y � LL.I Q LIJ 7) z LL /n U) W LU W < O � ~ ❑ ZLL Q pO U Ln U LU LU Q 00 2 STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/16/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: SOOS CHECKED BY: Revision Schedule Rev Date By Description SHEET TITLE: PLUMBING DETAILS SCALE: AS SHOWN SHEET NUMBER: P711 12'-8" INDIRECT DRAIN LINE — FROM ICE O O r O BIN TO I I FLOOR SINK \ N I I � I 1 NON -FILTERED iv I I COLD WATER / SUPPLY FOR RINSE FAUCET I r (1) (� () I i (I� L _ _ J 1OCBE 14-01 PLUMBING scaie 3/4" = 1'-0" UNDERCOUNTER — REFRIGERATOR (TYP.) CABINETRY FRAME (TYP.) CABINETRY LEG (TYP.) INDIRECT AND INSULATED DRAIN LINE FROM ICE BIN ABOVE TO FLOOR SINK (TYP.) ICE BIN (TYP.) COUNTERTOP ABOVE SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE UNDER COUNTER FILTERED COLD WATER SUPPLY FOR ESPRESSO MACHINE (TYP.) ICE BIN (TYP.) UNDERCOUNTER REFRIGERATOR (TYP.) ABOVE COUNTER 3OESP 05-02 PLUMBING scaie 3/4" = 1'-0" 5'-9" DRAIN LINES FROM DRAIN TRAY AND UNDERCOUNTER NITRO REFRIGERATOR; SEPARATE, INDIRECT TERMINATION AT FLOOR SINK INDIRECT DRAIN LINE FROM ICE BIN TO FLOOR SINK `— L HOT AND NON -FILTERED COLD WATER FQR SINK FACET — I — AT 20 1/2" (520MM) A.F.F. SHUT-OFF VALVES AT VPAL AND 4" (100MM) EITHER SIDE OF WASTE LINE FILTERED COLD WATER SUPPLY FOR WATER TOWER FAUCET SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE INDIRECT DRAIN INDIRECT DRAIN LINE FROM LINE FROM RINSER ESPRESSO SINK TO FLOOR MACHINE TO SINK (TYP.) -- FLOOR SINK (TYP.)— -- T --� — — — — r� ) \ II I \ Ij \ II \ II \) I 1 I O ''� 1 0 r 0 I O(b(IxhIO -------- 4'-9" I I I I I I I I I I I 7"X3" (180MMX75MM) STUB -UP PENETRATION AREA. SEE BUILDING FLOOR PENETRATION PLAN FOR FINAL LOCATION. INSTALL SHUT-OFF VALVES BETWEEN STUB -UPS AND EQUIPMENT. INDIRECT DRAIN iv LINE FROM RINSER SINK TO FLOOR o' SINK (TYP.) (V INDIRECT DRAIN LINE FROM ESPRESSO MACHINE TO FLOOR SINK (TYP.) UNDERCOUNTER BOILER FOR INSTANT HOT WATER FONT (TYP 1 OF 2) FILTERED COLD WATER SUPPLY FOR WATER TOWER DISPENSER (TYP.) FILTERED COLD WATER SUPPLY FOR INSTANT HOT/COLD WATER FONT (TYP.) NON -FILTERED COLD WATER SUPPLY FOR METERED SPOON RINSER (TYP.) NON -FILTERED COLD WATER SUPPLY FOR PITCHER RINSER (TYP.) RINSER SINK (TYP.) FILTERED COLD WATER SUPPLY FOR UNDERCOUNTER INSTANT HOT WATER BOILERS Am FILTERED ■_■III�■_■IIIIII� it COLD WATER SUPPLY FOR IwoR I WITH SHUT-OFF• a CABINET AT uuu� -_ OBRW 03-01 PLUMBING 2 smie: 3/4" = T-0" 7"X3" (180MMX75MM) — STUB -UP PENETRATION AREA. SEE BUILDING FLOOR PENETRATION PLAN FOR FINAL LOCATION. INSTALL SHUT-OFF VALVES BETWEEN STUB -UPS AND EQUIPMENT. INDIRECTAND Irlr r ,_ INSULATED DRAIN LINE —L J I FROM ICE BIN ABOVE I TO FLOOR SINK I I iv I 1 I O I 10 ICE BIN 1 O (�"I (I) (� SEE PLUMBING I i O PLAN FOR FINAL — FLOOR SINK LOCATION AND L _ _ J TYPE 11 1/2" UNDER COUNTER UNDERC REFRIGE ICE BIN ABOVE( OESP 01-01 PLUMBING 4 s�aie 3/4" = 1'-0" 7 1/2" DIRECT DRAIN LINE FROM SINK ROUGH -IN SINK WASTE STUB AT 15 1/2" (395MM) A.F.F. AND CENTERLINE OF SINK. HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520MM) A.F.F. SHUT-OFF VALVES AT WALL AND 4" (100MM) EITHER SIDE OF WASTE LINE. INDIRECT DRAIN LINE FROM RINSER SINK TO FLOOR SINK —� CABINETRY LEG U 1 1 (TYP.) 1 I CABINETRY FRAME 1 1 I (TYP.) 1 1 INDIRECT DRAIN LINE FROM ESPRESSO MACHINE TO FLOOR SINK UNDERCOUNTER WATER BOILER FOR INSTANT _j HOT WATER FONT COUNTERTOP ABOVE UNDERCOUNTER REFRIGERATOR FILTERED COLD WATER SUPPLY FOR ESPRESSO MACHINE FILTERED COLD WATER SUPPLY FOR WATER TOWER DISPENSER FILTERED COLD WATER SUPPLY FOR INSTANT HOT/COLD WATER FONT NON -FILTERED COLD WATER SUPPLY FOR METERED SPOON RINSER NON -FILTERED COLD WATER SUPPLY FOR PITCHER RINSER RINSER SINK FILTERED COLD WATER SUPPLY FOR UNDERCOUNTER INSTANT HOT WATER BOILER N N N qrm © 2017 STARBUCK&) 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98133 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL 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 FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2021-01-22 ARCHITECT OF RECORD ASOOSOCIATES Soos & Associates, Inc. 105 Schelter Road Lincolnshire, IL 60069 p: 847 821 7667 CASE Engineering Inc. 796 Menus Court T 636.349.1600 St. Louis, MO 63026 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. 407007501 Q jU DARRELLCASE i i Lic No. 031105 Y� 12/16/28SSIONALV� r Q Ci N � Y � W Qw z d JJ_ w z N� LL U) (n W LU W < O � ~ ❑ zLL Q p0 ULL1Ln U �� 2 00 o D T-- U STORE #: 71714 PROJECT #: 97033-001 ISSUE DATE: 12/06/2022 DESIGN MANAGER: ROSS DOWING PRODUCTION DESIGNER: CHECKED BY: SOOS Revision Schedule Rev Date By Description SHEET TITLE: PLUMBING DETAILS SCALE: AS SHOWN SHEET NUMBER: P712