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c It n c c c O EI ti O NI J N O co 06 O cM NI Y U co to to N E U O c c co 0 E N to �� GENERAL NOTES 1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS SITE SURVEYOR AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 3• ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. 4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS. 6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS,FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS. 8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GENERAL CONTRACTOR'S "STORE CLOSE-OUT PACKAGE" AS DESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT. 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. REFER TO CONSTRUCTION MANAGEMENT AGREEMENT FOR METHODS AND LEAD TIMES. 10. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY". 11. FOR THE PURPOSE OF THE DOCUMENTS, TO "INSTALL", SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING, ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATION INSTALLATION, UNLESS OTHERWISE NOTED. 12. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS DESIGN MANAGER. 13. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION. ARCHITECTURAL SYMBOL LEGEND i 0 2 4 8 Scale: X =X 4( NORTH GRAPHIC DATUM ARROW SCALE POINT EXTERIOR INTERIOR SECTION DETAIL ELEVATION ELEVATION CALL -OUT CALL -OUT CALL -OUT CALL -OUT X, XX,. 4XXXX AFF SHEET ABOVE FINISH FINISH FACE TO REVISION NOTE FLOOR FINISH FACE CLOUD CALLOUT HEIGHT TAG DIMENSION QX PXXX-ES (WNXXX�) REVISION PAINT DESIGN ID DOOR WINDOW TAG TAG TAG TAG TAG SCOPE OF WORK THE FOLLOWING ARE NOT INTENDED TO BE A PART OF THIS PERMIT: SHELL EXTERIOR LIGHTING DEMISING WALL STOREFRONT SYSTEM HVAC UNITS EXTERIOR DOORS UTILITY SERVICE PASS-THRU WINDOW & SHELF MAIN SANITARY SERVICE DRIVE THRU AIR CURTAIN MAIN WATER LINE/WATER METER SITE WORK ELECTRICAL FEEDERS/SWITCH GEAR DRIVE THRU SIGN FOOTINGS AND ELECTRICAL METERING/ SERVICE DROP ANCHOR BOLTS TRANSFORMER DRIVE THRU ELECTRICAL CONDUIT CONDUIT FOR EXTERIOR MONUMENT SIGN DRIVE THRU LANE TELEPHONE SERVICE DRIVE THRU STRIPING AND SIGNAGE DIRECTIONAL ARROWS GREASE TRAP TRASH ENCLOSURE SITE LIGHTING IRRIGATION SYSTEMS ROOF VENTS INDEX OF SHEETS SHEET SHEET TITLE GENERAL G-001 GENERAL INFORMATION G-002 LIFE SAFETY PLAN G-003 ACCESSIBILITY GUIDELINES G-004 FOOD SERVICE PLAN G-005 LEED INFORMATION G-010 CONSTRUCTION SPECIFICATIONS G-011 CONSTRUCTION SPECIFICATIONS G-012 CONSTRUCTION SPECIFICATIONS ARCHITECTURAL A-101 FLOOR PLAN A-101.1 DOOR & WINDOW SCHEDULE A-102 PENETRATION PLAN A-103 REFLECTED CEILING PLAN A-104 DIMENSIONED CEILING AND LIGHTING PLAN A-401 ENLARGED RESTROOM PLAN AND ELEVATIONS A-501 CONSTRUCTION DETAILS A-502 CONSTRUCTION DETAILS A-503 WORKROOM DETAILS A-504 RESTROOM AND WORKROOM DETAILS A-601 SCHEDULES A-602 SCHEDULES INTERIORS 1-101 FF AND E PLAN 1-101.1 FF AND E SCHEDULES 1-102 CASEWORK PLAN 1-102.1 CASEWORK SCHEDULES 1-103 FLOOR FINISH PLAN 1-104 WALL FINISH PLAN 1-105 LEED EDUCATIONAL SIGNAGE PACKAGE 1-201 INTERIOR ELEVATIONS 1-202 INTERIOR ELEVATIONS 1-203 INTERIOR ELEVATIONS 1-204 INTERIOR ELEVATIONS 1-205 INTERIOR ELEVATIONS 1-501 WALL FINISH DETAILS 1-502 FLOOR FINISH DETAILS 1-503 CASEWORK DETAILS 1-504 CASEWORK DETAILS 1-505 CASEWORK DETAILS 1-506 CASEWORK DETAILS 1-507 CASEWORK DETAILS 1-508 CASEWORK DETAILS 1-509 PERSPECTIVE VIEWS PLUMBING P-001 PLUMBING NOTES P-002 PLUMBING NOTES P-112 PLUMBING SUPPLY PLAN P-113 PLUMBING WASTE AND VENT PLAN P-501 PLUMBING DETAILS MECHANICAL M-001 MECHANICAL NOTES M-002 MECHANICAL NOTES M-111 MECHANICAL DESIGN PLAN M-501 MECHANICAL DETAILS ELECTRICAL E-001 ELECTRICAL NOTES E-002 ELECTRICAL NOTES E-101 ELECTRICAL SITE PLAN E-111 ELECTRICAL DESIGN PLAN E-112 ELECTRICAL UNDERSLAB PLAN E-113 LOW VOLTAGE DESIGN PLAN E-114 LIGHTING DESIGN PLAN E-501 ELECTRICAL DETAILS E-502 ELECTRICAL DETAILS LANDLORD COORDINATION APPENDIX APX-100 SCOPE OF WORK PLAN 'X-100.1 SCOPE OF WORK NOTES APX-101 ARCHITECTURAL SITE PLAN APX-101.1 ENLARGED SITE PLAN APX-102 ENLARGED EXTERIOR PLANS APX-102.1 ENLARGED EXTERIOR PLANS APX-103 DRIVE-THRU DETAILS APX-103.1 DRIVE-THRU DETAILS APX-104 SITE DETAILS APX-105 ENLARGED PATIO PLAN APX-201 EXTERIOR ELEVATIONS APX-202 EXTERIOR ELEVATIONS APX-601 COORDINATION SCHEDULES THESE ITEMS ARE TO BE SUBMITTED UNDER A SEPARATE PERMIT BY LANDLORD OR OTHER VENDOR. It LANDLORD SHELL PERMIT NUMBER IS XXX-XXX-XXX PROJECT CONTACTS DESIGN PROGRAM ROMINA VIGNOLO MANAGER: 95 MERRICK WAY, SUITE 650 CORAL GABLES, FL 33134 (305) 529-5379 RVIGNOLO@STARBUCKS.COM DESIGNER: MELISSA MCCAUGHEY 95 MERRICK WAY, SUITE 650 CORAL GABLES, FL 33134 MMCCAUGH@STARBUCKS.COM CONSTRUCTION LYLE KRUMLAUF MANAGER: 95 MERRICK WAY, SUITE 650 CORAL GABLES, FL 33134 (407) 607-8685 OFFICE LKRUMLAU@STARBUCKS.COM ARCHITECT OF DONALD RETHMAN RECORD: DESIGN FORUM ARCHITECTS 700 W.PETE ROSE WAY SUITE 460-5TH FLOOR, CINCINNATI, OH 45203 (513) 975-4229 OFFICE DON.RETHMAN@INTERBRAND.COM MEP CONSULTANT TIM RABERDING OF RECORD: DESIGN FORUM ENGINEERING 700 W.PETE ROSE WAY SUITE 460-5TH FLOOR, CINCINNATI, OH 45203 (513) 975-4209 OFFICE TIM.RABERDING@INTERBRAND.COM 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 FT FOOT/FEET G GROUND GC GENERAL CONTRACTOR 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 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 OD OUTSIDE DIAMETER SITE AND OCCUPANCY PROJECT DESCRIPTION: NEW TENANT IMPROVEMENT BUILDING HEIGHT: 1 STORY BUILDING AREA: 2500 SF BUILDING USE: COFFEE SHOP ZONING: C2 (COMMUNITY COMMERCIAL) TYPE OF USE: COFFEE SHOP TYPE OF OCCUPANCY: A-2, ASSEMBLY OCCUPANCY LOAD: STANDING (ASSEMBLY): 109 SF / 5 = 22 CAFE/SEATING (ASSEMBLY): 582 SF / 15 = 39 BEVERAGE/PREP (KITCHEN): 447 SF / 200 = 3 WORKROOM (STORAGE): 482 SF / 300 = 2 TOTAL OCCUPANCY: = 66 ,, TOTAL SQUARE FOOTAGE: 2500 SF TOTAL INTERIOR SEATS: 46 EXTERIOR SEASONAL 30 SEATING: EXIT CAPACITY: EXIT 1: 72" WIDE EXIT 2: 36" WIDE EXIT 3: 42" WIDE TOTAL EXIT WIDTH PROVIDED: 150 IN 0.2 X 66 OCCUPANTS = 13.2 IN REQUIRED TRAVEL DISTANCE: ALLOWED TRAVEL DISTANCE: 200'-0" ACTUAL TRAVEL DISTANCE: 50'- 2" 50'- 2" < 200'-0" THEREFORE COMPLIES NUMBER OF EXITS: MIN. NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED: 3 ROOM SCHEDULE NAME AREA BEVERAGE PREP (KITCHEN) 447 SF CAFE/SEATING (ASSEMBLY) 582 SF RETAIL (ASSEMBLY) 109 SF UNOCCUPIABLE AREA 880 SF WORKROOM (STORAGE) 482 SF GRAND TOTAL 2500 SF APPLICABLE CODES 6TH ED. 2017 FLORIDA BUILDING CODES 6TH ED. 2017 FLORIDA BUILDING CODE: N/ MECHANICAL 6TH ED. 2017 FLORIDA BUILDING CODE: PLUMBING 6TH ED. 2017 FLORIDA BUILDING CODE: FUEL GAS 6TH ED. FLORIDA FIRE PREVENTION CODE (2017) NATIONAL ELECTRICAL CODE NFPA-70 (2014) : ELECTRICAL 6TH ED. 2017 FLORIDA ENERGY CONSERVATION CODE CODE CLASSIFICATION A. OCCUPANCY GROUP: V/A-2, ASSEMBLY B. CONSTRUCTION CLASSIFICATION TYPE: V-B, NON -SPRINKLERED C. AUTOMATIC FIRE SUPPRESSION SYSTEM INSTALLED: NO D. ZONING: C2 (COMMUNITY COMMERCIAL) JURISDICTION CITY OF ZYPHERHILLS PLC PLACE R RADIUS REF REFERENCE ALL WORK SHALL COMPLY REQ'D REQUIRED WITH PREVAILING CODES FLORIDA BUILDING REV REVISION CODE, NATIONAL ELECTRIC CODE, RND ROUND AND THE CITY OF ZEPHYRHILLS ORDINANCES SB STARBUCKS SC SOLID CORE SF SQUARE FEET SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE TEMP TEMPORARY TYP TYPICAL U.O.N UNLESS OTHERWISE NOTED VERT VERTICAL VIF VERIFY IN FIELD VICINITY PLAN FIXTURE CALCULATION MIN Number of Plumbing Fixtures: Occupant Load : 66 + 30= 96 Distribution: Men:48 Women:48 6TH ED. 2017 FLORIDA PLUMBING CODE: Men Women Water Closets 1 Per 75 Occupants 1 Per 75 Occupants Lavatories 1 Per 200 Occupants 1 Per 200 Occupants Urinals 0 N/A Fixture Men Women REQ'D Provided REQ'D Provided Water Closets 1 1 1 1 Urinals 0 0 N/A N/A Lavatories 1 1 1 1 Drinking Fountains Not Required Not Required SITE ld CITY OT ZZt'NZ' L 9 BUILDING t3— '1�lL STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose W 22 othy L ling, PE Cincinnati, 01114 G O F F4 lonal Engineer Tel: 513 421- G 078 y " �p,LD J. R - -- ,n2" 2-010 AROOI17303 rOAR 1..1_ Pi W \� _ L0 �� v M J LL Ill06 °J°-G z Q Q O \ w M w �_ 1 I..L w O w a a tiN STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: GENERAL INFORMAT14 I SCALE: NO SCALE I SHEET NUMBER: G-001 R c c CU 0 �I r` 0 NI J L.L ry O CID 06 0 th CI U 2 L M U) C N U O c c I:y 0 E fn L O to X OCCUPANCY TYPE LEGEND PROJECT DESCRIPTION: BUILDING HEIGHT: BUILDING AREA: BUILDING USE: ZONING: TYPE OF USE: TYPE OF OCCUPANCY NEW TENANT IMPROVEMENT 1 STORY 2500 SF COFFEE SHOP C2 (COMMUNITY COMMERCIAL) COFFEE SHOP A-2, ASSEMBLY OCCUPANCY LOAD: STANDING (ASSEMBLY): 109 SF / 5 = 22 CAFE/SEATING (ASSEMBLY): 582 SF / 15 = 39 BEVERAGE/PREP (KITCHEN): 447 SF / 200 = 3 WORKROOM (STORAGE): 482 SF / 300 = 2 TOTAL OCCUPANCY: = 66 TOTAL SQUARE FOOTAGE: 2500 SF TOTAL INTERIOR SEATS: 46 EXTERIOR SEASONAL 30 SEATING: EXIT CAPACITY: EXIT 1: 72" WIDE EXIT 2: 36" WIDE EXIT 3: 42" WIDE TOTAL EXIT WIDTH PROVIDED: 150 IN 0.2 X 66 OCCUPANTS = 13.2 IN REQUIRED TRAVEL DISTANCE NUMBER OF EXITS I0 Iz IY IwX ImQ <�ww co < W D I 0 Lu RESTROOM a 1 ~ (n VESTIBULE I I 1 1 LIGHTED EXIT SIGN TRAVEL DISTANCE: 27'- 4" 1 - -= - - - - - - - - - - - - - - - � - - - - - - � ,� N EMERGENCY I LIGHTED EXIT EMERGENCY iu LIGHT SIGN 41" 1 o - LIGHT 0 z o _ lz Y � �,' IADA � CAFE/SEATING Aga Q I � o I I I I 1 I I a X(ASSEMBLY) _' Iw U MEN'S >y WOMEN'S 1 Q CnQwRSTROOM RSTROOM o CN Uj LliU 1----) L---J U I U (n z I LIGHTED EXIT SIGN m I Q w > ai 0-10FU) ELECTRICAL 1--------'------ — — — -----� PANELS I F' w I ---TRAVEL DISTANCE: 50'----------------------------------------� �\ \ \ , 1 1 WORKROOM RETAIL (STORAGE) TRAVEL DISTANCE: 28'- 10" (ASSEMBLY) PATIO \\ �� — — — — — — — — — — — — — — — — - --———— — — — — ——� o \vo 1 3' 6" j U L — — — — — — — — —E� `�O \\ \ TRAVEL DISTANCE: 26'- 4" TRAVEL DISTANCE: 40'- 0" D \\ > \ �_ J L----------------------�------------------------- LIGHTED EXIT I ------------ -------------- SIGN LIGHTED BEVERAGE EXIT SIGN PREP KITCHEN FIRE EXTINGUISHER 4,- 5 3/4" LIFE SAFETY PLAN scale: 1/4" = V-0" ALLOWED TRAVEL DISTANCE: 200'-0" ACTUAL TRAVEL DISTANCE: 50'- 2" 50'- 2" < 200'-0" THEREFORE COMPLIES MIN. NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED: 3 0 2' 4' 8' Scale: 1/4" = V-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 esign Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 DR& -:&sign Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-221av,/79991>-�_ License: 62078 co�P�E Ur 2 5 2018 A R 0 iO3 ' Y h � I.y Uj �= v LO . M J Q Q LL 0 j J 06 Uj J J = Z � Q Q w M w 0 = a D a c)N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: LI FE SAFETY PLAN I SCALE: 1/4" = 1'-0" I SHEET NUMBER: G-002 R c C c 0 EI ti O NI J LL t O 06 O co co U 3 E. CU c N E U O 0 c c 0 t� N �` M 0 bo T" O N L0 N CO Ak NOTE: BOTH HIGH AND LOW FOUNTAINS ARE 4 30 I 1 30 1 ' 1/4" (6.5MM) MAXT—JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII P 1/4" TO 1M/2" (6.5 TO 13 1 MAX. REQUIRED, NO FEWER THAN 50% WHEELCHAIR ACCESSIBLE: OTHERS ARE TO BE LOCATED AT A STANDERED HEIGHT CONVENIENT TO THOSE WITH DIFFICULTY STOOPING. HIGH -LOW FOUNTAINS ARECL REQ. WHEN ONLY O E FOUNTAIN IS i APPROVED. EQUIPMENT 17-19 48 MI:17 PERMITTED IN 11-19 SHADED AREA �L _ — z —? z z oo � � � N M rNi _ —L-FEYE 30 MIN 30 MIN NOT TO iEXCEED FOUNTAIN DEPTH z o o � z-� � I 00 00 OTI 24107 12 MIN 36 MIN 12 MIN DIMENSIONS OF ADULT -SIZED DIMENSIONS OF ADULT -SIZED WHEELCHAIR WHEELCHAIR Q LEVEL Iry O © 2018 STARBUCKS COFFEE COMPANY STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 CANE TECHNIQUE CANE TECHNIQUE 1/2" MAX. CHANGES IN LEVEL 8 MIN 6 MAX 1114 M SPOUT HEIGHT AND KNEE CLEARANCE CLEAR FLOOR SPACE FREE-STANDING FOUNTAIN BUILT-IN FOUNTAIN OR OR COOLER COOLER W/PROTRUDING OBJECTS RAILS HANDLES LAP z SEAT co To r' N "' I A ` T SHAPED SPACE FOR DIMENSIONS OF ADULT -SIZED DIMENSIONS N 42 ii OF ADULT -SIZED THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS THIS WORK. THEY SHALL NOT BE (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER WHEELCHAIR 180" TURNS WHEELCHAIR ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN ECTION 4.3 ACCESSIBLE ROUTE TION 4.15 DRINKING FOUNTAINS STARBUCKS THOOSE NSENT DRAWINGS AND SPECIFICATIONSOOON. ARE INTENDED TO EXPRESS DESIGN INTENT FOR A 21 SOF CALE: NTS 13 SCALE: NTS PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOTE: X = 36" MIN, IF Y = 60" PULL SIDE } X HINGE SIDE APPROACH - SWINGING DOOR X PULL SIDE 24 IN PULL SIDE z z 18M1 }� 4 @EXTERIOR DOOR FRONT APPROACH - LATCH SIDE APPROACH SWINGING DOOR SWINGING DOOR 29 MIN CLEAR � 14 p j MAX 30" 48" CLEAR U LIFL OR SPA E wNN ` z ELEVATIONS PLAN o m LU v z z z 130 MIRROR a Q ? 30" 48" CLEAR FL OR SP CE 8 MIN 6 MAX TOE KNEE CLEARANCE 17 Mn 19 MAX PLAN ELEVATIONS Coo 48 CLEAR FLOOR SPACE ADA SIGNS r A o 48 PARALLEL APPROACH NOTES 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 30 FORWARD APPROACH 6. SIGNS TO BE A TYPICAL ONE PIECE INJECTION MOLDED FABRICATION 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 i2018.01.26 Design Forum Architects In■ in Pete Rose Way, suite 4so Donald t Rothman Cincinnati, OH 45203 Architect In Charge Cincinnati, Tel: (513) 421-2210 License: AR0017303 Design Forum NOTE: Y = 48" MIN, IF DOOR HAS CLOSER X PUSH SIDE } 0 LATCH SIDE APPROACH SWINGING DOOR NOTE: X = 12" MIN, NOTE: Y = 48" MIN, IF DOOR HAS BOTH A IF DOOR HAS BOTH A CH CLOSER AND LATCH CLOSER AND LAT X 24 IN PUSH SIDE PUSH SIDE z ? 00 FRONT APPROACH SIDE APPROACH - SWINGING DOOR SWINGING DOOR CLEARANCES LAVATORY CLEARANCES wx" MEN GRADE 2 BRAILLE w w � ~ Q U x z Q Q12 _ U v I_ 0 w 0 = 0 0 00 m Ew ACCEtiafBLC" 2. IDENTIFICATION SYMBOLS ARE 5" TO BE ON WALL ADJACENT DOOR 60" ABOVE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM DOOR AND WALL IN COLOR AND CONTRAST. G!I� 3. PROVIDE ROOM IDENTIFICATION ""�"`" "" SIGN ON LATCH SIDE OF DOOR. 4. LETTERS & NUMBERS ON SIGNS ADA ROOM SHALL BE RAISED 1/32" MIN., IDENTIFICATION SHALL BE A MIN. OF 5/8" HIGH & SIGN (1/4" THK.)� SHALL BE SANS -SERIF UPPERCASE CHARACTERS. A.D.A. SIGNAGE ACCOMPANIED BY GRADE 2 BRAILLE. 5. REGULATORY SIGNS TO BE LATCH SIDE TYPICALLY ADA COMPLIANT OF DOOR TACTILE 3-D PLAQUES PER WITH RAISED SECOND SURFACE GRAPHICS. 7. SIGN TO BE A CUSTOM COLOR TO MATCH PMS 262C WITH WHITE GRAPHICS. 8. BRAILLE SHOWN IS FOR PLACEMENT ONLY. USE CORRECT BRAILLE FOR SIGN PRODUCTION. 9. 3D TACTILE PLAQUES CAN BE OBTAINED FROM AMERICRAFT CORPORATION (SIGN LANGUAGE) 904 4TH STREET WEST PALMETTO, FL 34221 PH# 1-800-237-3984 FAX Enneeri gingURINAL in Pete Rose way, suite aso Timothy L ling, PE Cincinnati, Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210-nse:62078 Milli , 4. , 0 ,C 2019 P• ' • �® e7 PLD ' RET •.'� � � O AROOi"/303 ��•• V _ • '•�� i 14 SCALE: NTS 1 C SCALE: NTS NOTE: HORIZONTAL GRAB BARS MEASURED FROM FINISHED FLOOR TO TOP OF GRIPPING SURFACE. 36 MIN 36 MIN 6MAX 36 MIN 6 MAX MIN N r) Cl) co co BACK WALL OF STANDARD STALL BACK WALL it Q n/ LL �/ GRAB BARS AT WATER CLOSETS CODE REQUIREMENTS. 1-813-723-2452 1..1� I..LI z 00 FRONT APPROACH - SLIDING OR FOLDING DOORS 24 MIN 54 MINI z z a LATCH SIDE APPROACH - SLIDE SIDE APPROACH - SLIDING OR FOLDING DOORS SLIDING OR FOLDING DOORS 54" M IN 12" MAX 42" MIN 3' - 3" — `O — — 24" MIN rn 0)N N co GRAB BARS AT WATER CLOSETS 78" MIN 12 MAX 42 MIN 136 MAX I - �� co rn rn ` SIDE WALL OF STANDARD STALL z NM� 30" 6 MANEUVERING CLEARANCE FOR ALCOVE z o z LO 48 12 60 MIN MANEUVERING CLEARANCE FOR ALCOVE WHEELCHAIR TURNING SPACE r L0 v (y) Q LJL Q Q (n _J w 13fl J 0 J Q � Z O < Q coV = LU LU p O O a Z) a CN 48" MIN } 32MIN } I I STORE #: 56350 36 MIN 3'-0" PROJECT #: 81186-001 "48MIN COUNTERTOP c14 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO 48 MIN �12 - - z CLEAR m FL00 SP E 0 Of w w —CABINET v w EMPLOYE SIDE CUSTOMER SIDE cn o MANAGER: LEEDOAP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule 56 MIN W/ WALL MOUNTED W.C. ih N `D 36 MIN 60 MIN 48 MIN Rev Date By Description TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES MOUNTW. . MINIMUM CLEAR WIDTH MINIMUM CLEAR WIDTH MINIMUM CLEAR WIDTH STANDARD STALL (END OF ROW) FOR SINGLE WHEELCHAIR FOR TWO WHEELCHAIRS FOR ONE WHEELCHAIRS SHEET TITLE: SEC SECTION 4.17 TOILET STALLS SEC ACCESSIBILITY GUIDELINES 24 SCALE: NTS 16 SCALE: NTS 12 SCALE: NTS O SCALE: NITS SCALE: NO SCALE SHEET NUMBER: G-003 ~ ~ ~ MANAGER'S - WORKSTATION DESK COATHOOK MOP SINK AND WATER HEATER 6|NKVVAJER FILLING STATION ELECTRICAL PANELS | | | | | | L- - - -- - - -�� � F_______RESTROOM | | VESTIBULE STORAGE HARDSEATINGCAFE BASE & FILTER K'x TABLE W/ CHAIRS STAND [ M1 F T_ 7 CONDIMENT cc D BASKET L PROMOTIONAL BANNER | | HARD SEATING CAFE TABLE W/ CHAIRS OCCASIONAL TABLE GENERALNOTES & EQUIPMENT UNITS SHALL CONTAIN NOEXPOSED THREADS, EMBELLISHMENTS OROVERHANGING EDGES THAT SERVE AS PLACES FOR THE ACCUMULATION DFDUST, DIRT AND/OR DEBRIS /\SPER LOCAL DOH REQUIREMENTS. B. EDIBLE PRODUCTS TOBEPHYSICALLY SEPARATED FROM STORAGE OFNON-EDIBLE ORTOXIC PRODUCTS. C. NOVEGETABLE ORFOOD PREPARATION ONTHE PREMISES. D. THE MAXIMUM NUMBER OFEMPLOYEES PER SHIFT SHALL NOT EXCEED (G)SIX. E. REFER TOA4O1FOR RESTROUMDETAILS. EXTERIOR SEATING LOUNGE I OCCASIONALCHA|RS TABLE /l EXTERIOR SEATING Al.SHEET NOTES �" X 48"CLEAR FOR WHEELCHAIR ACCESS. A2. 60"DIAMETER CLEAR FOR WHEELCHAIR ACCESS. A3. POS.HAND-OFF PLANE AND CONDIMENT COUNTERTOP ARE 2'-1O^(yNAXj/\FFFOR WHEELCHAIR ACCESSIBILITY. A4. ALL THRESHOLDS TOBEADACOMPLIANT PER ALL APPLICABLE CODES. A5. ADATABLE TOPS SHALL BE2B^MINIMUM AND 34^ MAXIMUM |NHEIGHT ABOVE THE FLOOR. KNEE CLEARANCE SHALL 8EAMINIMUM OF27''|NHEIGHT ABOVE THE FLOOR AND 3O"MINIMUM |NWIDTH. A6. BARRIER FREE PATH OFTRAVEL. A7. AOAMANEUVERING CLEARANCE ATDOORS; FRONT APPROACH, PUSH 8|DE.DOOR PROVIDED VV|TH CLOSER: 48^ MIN. By48^ MIN. A8. ADAMANEUVERING CLEARANCE ATDOORS; FRONT APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER: 54^ MIN. 8Y60^ MIN. AQ. HAND SINKS AND LAVATORIES TOBE2'-10^MAX. AFFAND 3O^%4B''CLEAR FOR WHEELCHAIR ACCESSIBILITY. A1O.ADAMANEUVERING CLEARANCE ATDOORS; FRONT APPROACH, PUSH S|DE, DOOR PROVIDED WITH CLOSER: 48^ MIN. BY54^ MIN. A11.ADAMANEUVERING CLEARANCE ATDOORS� . SIDE APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER: 60^ MIN. BY00' MIN. Al2.ADAMANEUVERING CLEARANCE ATDOORG� . FRONT APPROACH, PUSH SIDE, 48^X 36". A13.ADAMANEUVERING CLEARANCE ATDOORS; LATCH SIDE APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER: 54"MIN. BY 60" MIN. EXTERIOR BAYS F11 F1 0 F] uuu*SmwaL SEATING RESTROOM TABLE - - - - | ' ~� CHAIR STOOLS | ��� | `-^-^---^ � ~^� | ~-' PATIO Ij Li U U Li U U 14 BAYS BASKET PRINTERS MACHINE LABELER < Li Li L_________��y L- K8ERCH ' K�ERCH PRECEIPT ESPRESSO CUP � � �/h���------ --'� |� `�_/ � -- ' o/unAoc -- U|SMVVASMEw � | � | '------ / DRYING RACK PAPER TOWEL ^ � SO�HE�EBAR ^ �^ E�TERK]R --� 3��OK�pS|N�-� SAN��ER [V8pENSER� �^PASTRY TRAY - SINK MACHINE N8CH�RSTOOLS � GE/Q'|NG | ___________________________�_ � ' / STORAGE WORKROOM |CE MACHINE -/ Y`�/ CART | CART / -WIRE SHELVING \. & ICE BIN _ ' UK x-�/ | \ 60��G9 U �r\. | ^/�� |U| `�`�wN / u' 0 |0 0 0 | | KA4�-fAS) |-7 | L_ ' v___ _� - " - �� --�� \ �A8� ��N�RO �� | | v«unnnuum ' | FRIDGE / � WIRE SHELVING | �-ZEpHYRpA@TRYCAGE | SINK FRIDGE |F- � � -� � , � '' `` -�� ------�---- L | ____ ____ ____________ __________ - -- ------- \ / \�r-- --�-- r | | | �__ `-^�m- U��FR|OGE � 8ECUR|TY S�ALE �UP -� -- U��V y SAFE CADDY FRIDGE 7-\ CO EXTERIOR SEATING EXTERIOR SEATING FREEZER 2DOOR DOOR TRAY LABELER RINSER TABLE N0CHAIRS SEATING vxuRnRuuxo |VMUU GRINDER ICE BIN ICE BIN OCCASIONAL WIRE SHELVING CHEF uvEm TABLE FRIDGE FIRE HAND SINK TRASH DROP -� BLENDERS EXTINGUISHER W/PAPER TOWEL DISPENSER SHUTTLES SINK DROP ---/ DR|VE'THRU RINSE SINK PC)8 FOOD SERVICE PLAN U 2' 4/ 91 EXTERIOR SEATING EXTERIOR SEATING EXTERIOR SEATING EXTERIOR SEATING STARBUCKS 2401 UTAH AVENUE SOUTH THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. F—STA—RBUCKS TEMPLATE VERSION i2018.01.26 Forum Design Architects Inc.�����n rvvvxPete Rose Way, Suite 460 Donald x.nmhm= Cincinnati, o**vuvo Architect mCharge Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L ling, PE `- n�����'w,� ~`~'�vo ' LO 06 LU ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA Rev Date By Description SHEET TITLE: FOOD SERVICE PLAN SHEET NUMBER: 41 4 r r� c C 0 EI O 04 J U- a) t IM cv 06 0 cM 0 �I Y U (D U) c 0) E U 0 i C C c ca 0 N O M M O LO T_ O CV LO N O i r Start]°uckS-LEED Volume Build Certification Version 3.0 Project Scorecard and Documentation Project Information Store Name P reject #: Store #: city: state/Provnce: Country: ZIP/P ostal, Code: US 301 & DAUGHTERY RD 1186 1 7050 EPHY'RHILLS FL USA Gross Area (sf):le5W Starbucks LEED Cl Scorecard standard Version 3.5,.Updated: Jan 29, 2018 Scope of Work & Responsibility: % Modification Foundation: LL, r- d Envelope: LL, nebV HVAC: LL, new ` Parking Lot: LL, new Landscaping, H • new Irrigation: u , rietro..;' LEED Retail for. Commercial interior Ground Lip storek use NC; Stand Alone store Tenant improvement with greaterthan 6W envelope replacement or additions within Starbucks scope also use NC The above rating system selectdun ispruvided for guidance, it tan be changedif warranted if the ratingsystem seiemon is unclear please contact the HPBT. 1 Bicycle Commuting NC/Cl 1 pt CM Checklist CM Commissioning Document FSM Water Use Reduction-20Ya(Req)$0"/u Reduction NC/Cl 3_11 pts Pre -Approved: Use1.28 gpftoilet. metered dipper Well and;6 gpm restroom and backlirt hand sink faucets. Flow rates shown in the plumbing schedule, AOR/EOR Cut sheets and calculator if XDID flow rates are higher than standard DIDs. Y �. Fundamental Commissioning Of Building Energy Systems NC/CI Req Commissioning Document FSM 3 ' SOD AORIEOR , m ��- EAp2Affidavit Y Minimum Energy Performance NC/CI Req AOR/EOR Or, EAp2 Checklist Y ;v Fundamental Refrigerant Management NC/CI Rep Pre-ApproVe& No Documentation Required HPBT a �6 Optimize Energy Performance - Lighting Power 16120125130135% Cl 1-a pts Pre -approved in most cases: talc squired for non compliant design Exterior Lighting Calc if Sbux control AOR/EOR „ 1 % AND, Optimize Energy Performance - Equipment & Appliances 70177 Cl 1.4 pis Pre -Approved: No Documentation Required if streamline requirements; met. Otherwise, AOWEOR 184190% provide calculator, a Measurement and Verification " NC/CI 2.6 pts Lease HPBT Green Power NC/Cl 2 pts Pre -Approved': No documentation required. HFBT CM Checklist PM YStorage & Collection of Recyclables NC/Cl Req Ground for Your Garden disc in the drawings. AOR 1 Tenant Space - Long -Term Commitment Cl 1 pt Lease HP13T %.-,1"9s: -; i'fs ,..I'f 3 _ _I�� ,•�• `r..�,'iC=fir".I'eS--: xR1,s; EQpt Calculator AOR/EOR Y Minimum Indoor Air Quality (IAQ) Performance NC/Cl Req TAB Report is 90 110% of design rate. PM Y Environmental Tobacco Smoke (ETS) Control NC/CI Req Pre -Approved in US and Canada: No documentation required. All others, provide completed HPBT �H credit form. Lit 1 Construction FAQ Management Plan - During Construction NC/CI 1 pt IAQ Plan in drawings, AOR 2 IAQ Checklists 0C 1 Low -Emitting Materials -Adhesives and Sealants NC/Cl / pt E0o4 GC Affidavit GC t Low -Emitting Materials - Paints and -Coatings NC/CI 1 pt 1 Low -Emitting Materials - Flooring Systems NC/Cl 1 pt 1 - Low -Emitting Materials - Composite Wood and Agrifiber Products NC/Cl 1 pt Pre -Approved product list in the drawings AOR 1 Low -Emitting Materials - Ceiling and Wall Systems NC/Cl 1 pt 1 Thermal Comfort, Design NC/Cl 1 pt Starbucks Heat Load Calcs AOR/EOR ASHRAE 56 Cam pliance Ps9Approved: No documentation required for stoss with cads seating adjacent to glazing' I ;`!']Daylight & VI ews - VI ews for 90%of Spaces NC/CI 1 pt and no regularly occupied spaces in the BOH except ferthe Managers Workstation: AOR Provide calcand sigh1line floor plan It pre -approved requirements are not met Pre -Approved: No documentation required If using standard DID fixtures and bulbs or XOIDS 1 oYJc Material Source Reduction - Mercury in Li ght Bulbs NC/CI 1 pt utilize integrated LEDs or standard DID bulbs. AOR/EOR Provide calculator If pre approved conditions are not met. CM Checklist CM 1 Green Educational Program NCACI 1 t r Green Education Discs shewn:In the drawings ADR b� tj .�_!. ;r l:,t _. '.,..c ;,�Y,.,,il r1,6ty, 7. r Ei- Go towww.usgbc.org/rpc and enter as much of the project's location as srgnatare rs cunjirmatron thatthSSCoremt'd haS been t a r ateit u€t rawrngt su., rcrerit y show the d etai s nee e to 76737 r(r, t ie pursuE urrregrrrs trs and cte Rs. +Dart• CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING CONTRACTOR SHALL PROVIDE SUPPORT AND WORKS 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 -INN 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 VERIFICATIONS. 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 CONTRACTORS 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 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 TED 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 MANUFACTURERS 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. I. CONTRACTOR SHALL BE READILY BE 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 RETESTING. CORRECTIONS SHOULD E 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. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-22 ucense:62078 25 0 2 1 8 A1200iv 03 v I..L Ill n� (D LO D . C`M J Q 0 LL 0 J m J di Q �( W J J H r O C) H Q 0 M w _ a a �N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA CHECKED BY� M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: LEED INFORMATION I SCALE: NO SCALE I SHEET NUMBER: G-005 . I I 1 0 .-, .._awn - .. _1 , 4 K C C O EI ti r O NI J LL of t O ca 06 O co 07 YI U co C N E C) O 0 C C CU O 5 CD N to �� r c t^7 CM 77 V_ r O N LO N C0 GENERAL CONDITIONS SECTION 014200 - REFERENCES PART 1 - GENERAL 1.1 INDUSTRY STANDARDS A. APPLICABILITY OF STANDARDS: UNLESS THE CONTRACT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF BOUND OR COPIED DIRECTLY INTO THE CONTRACT DOCUMENTS TO THE EXTENT REFERENCED. SUCH STANDARDS ARE MADE A PART OF THE CONTRACT DOCUMENTS BY REFERENCE. B. PUBLICATION DATES: COMPLY WITH STANDARDS IN EFFECT AS OF DATE OF THE CONTRACT DOCUMENTS UNLESS OTHERWISE INDICATED. C. COPIES OF STANDARDS: EACH ENTITY ENGAGED IN CONSTRUCTION ON PROJECT SHOULD BE FAMILIAR WITH INDUSTRY STANDARDS APPLICABLE TO ITS CONSTRUCTION ACTIVITY. COPIES OF APPLICABLE STANDARDS ARE NOT BOUND WITH THE CONTRACT DOCUMENTS. 1. WHERE COPIES OF STANDARDS ARE NEEDED TO PERFORM A REQUIRED CONSTRUCTION ACTIVITY, OBTAIN COPIES DIRECTLY FROM PUBLICATION SOURCE. 1.2 ABBREVIATIONS AND ACRONYMS A. INDUSTRY ORGANIZATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. ACI AMERICAN CONCRETE INSTITUTE AHA AMERICAN HARDBOARD ASSOCIATION AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA APA - THE ENGINEERED WOOD ASSOCIATION ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS ASTM ASTM INTERNATIONAL (AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL) AWI ARCHITECTURAL WOODWORK INSTITUTE AWPA AMERICAN WOOD PROTECTION ASSOCIATION (FORMERLY: AMERICAN WOOD PRESERVERS' ASSOCIATION) CRI CARPET AND RUG INSTITUTE (THE) CRRC COOL ROOF RATING COUNCIL CSA CANADIAN STANDARDS ASSOCIATION CSA CSA INTERNATIONAL (FORMERLY: IAS - INTERNATIONAL APPROVAL SERVICES) CSI CONSTRUCTION SPECIFICATIONS INSTITUTE (THE) ETL SEMCO INTERTEK ETL SEMCO (FORMERLY: ITS - INTERTEK TESTING SERVICE NA) FM GLOBAL FM GLOBAL (FORMERLY: FMG - FM GLOBAL) FSC FOREST STEWARDSHIP COUNCIL HPVA HARDWOOD PLYWOOD & VENEER ASSOCIATION ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION ITS INTERTEK TESTING SERVICE NA (NOW ETL SEMCO) MFMA MAPLE FLOORING MANUFACTURERS ASSOCIATION, INC. MPI MASTER PAINTERS INSTITUTE NFPA NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) NOFMA NOFMA: THE WOOD FLOORING MANUFACTURERS ASSOCIATION (FORMERLY: NATIONAL OAK FLOORING MANUFACTURERS ASSOCIATION) OPL INTERTAK SDI STEEL DOOR INSTITUTE SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION UL UNDERWRITERS LABORATORIES INC. USGBC U.S. GREEN BUILDING COUNCIL WCLIB WEST COAST LUMBER INSPECTION BUREAU WI WOODWORK INSTITUTE (FORMERLY: WIC - WOODWORK INSTITUTE OF CALIFORNIA) B. CODE AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. DIN DEUTSCHES INSTITUT FUR NORMUNG E.V. ICC INTERNATIONAL CODE COUNCIL ICC-ES ICC EVALUATION SERVICE, INC. C. FEDERAL GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. EPA ENVIRONMENTAL PROTECTION AGENCY D. STANDARDS AND REGULATIONS: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE STANDARDS AND REGULATIONS IN THE FOLLOWING LIST. ADAAG AMERICANS WITH DISABILITIES ACT (ADA) ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES AVAILABLE FROM U.S. ACCESS BOARD CFR CODE OF FEDERAL REGULATIONS AVAILABLE FROM GOVERNMENT PRINTING OFFICE E. STATE GOVERNMENT AGENCIES: WHERE ABBREVIATIONS AND ACRONYMS ARE USED IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THEY SHALL MEAN THE RECOGNIZED NAME OF THE ENTITIES IN THE FOLLOWING LIST. CDHS CALIFORNIA DEPARTMENT OF HEALTH SERVICES CDPH CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, INDOOR AIR QUALITY SECTION END OF SECTION 014200 GENERAL CONDITIONS (CONTINUED) SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 1.1 SUMMARY A. SALVAGING NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. B. RECYCLING NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. C. DISPOSING OF NONHAZARDOUS DEMOLITION AND CONSTRUCTION WASTE. 1.2 DEFINITIONS A. CONSTRUCTION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS AND OTHER SOLID WASTE RESULTING FROM CONSTRUCTION, REMODELING, RENOVATION, OR REPAIR OPERATIONS. CONSTRUCTION WASTE INCLUDES PACKAGING. B. DEMOLITION WASTE: BUILDING AND SITE IMPROVEMENT MATERIALS RESULTING FROM DEMOLITION OR SELECTIVE DEMOLITION OPERATIONS. C. DISPOSAL: REMOVAL OFF -SITE OF DEMOLITION AND CONSTRUCTION WASTE AND SUBSEQUENT SALE, RECYCLING, REUSE, OR DEPOSIT IN LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. D. RECYCLE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE FOR SUBSEQUENT PROCESSING IN PREPARATION FOR REUSE. E. SALVAGE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND SUBSEQUENT SALE OR REUSE IN ANOTHER FACILITY. F. SALVAGE AND REUSE: RECOVERY OF DEMOLITION OR CONSTRUCTION WASTE AND SUBSEQUENT INCORPORATION INTO THE WORK. 1.3 PERFORMANCE REQUIREMENTS A. END -OF -PROJECT RATES FOR SALVAGE/RECYCLING: [50] [75] PERCENT. 1.4 ACTION SUBMITTALS A. WASTE MANAGEMENT PLAN: SUBMIT PLAN WITHIN 7 DAYS OF DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK. 1. TYPES AND QUANTITIES OF DEMOLITION AND CONSTRUCTION WASTE. 2. TYPE OF WASTE AND WHETHER IT WILL BE SALVAGED, RECYCLED, OR DISPOSED OF IN LANDFILL OR INCINERATOR. 3. NET ADDITIONAL COST OR NET SAVINGS RESULTING FROM WASTE MANAGEMENT PLAN. 1.5 INFORMATION SUBMITTALS A. WASTE REDUCTION PROGRESS REPORTS: CONCURRENT WITH EACH APPLICATION FOR PAYMENT, SUBMIT REPORT INDICATING TYPE OF WASTE AND WHETHER IT HAS BEEN SALVAGED, RECYCLED, OR DISPOSED OF IN LANDFILL OR INCINERATOR. B. WASTE DISPOSAL RECORDS: INDICATE RECEIPT AND ACCEPTANCE OF WASTE MATERIAL BY ACCEPTING AND PROCESSING FACILITIES LICENSED TO ACCEPT THEM. INCLUDE MANIFESTS, TYPE OF MATERIAL, WEIGHT OR VOLUME TICKETS, RECEIPTS, AND INVOICES. C. LEED SUBMITTAL: CWM REPORTING TEMPLATE, TABULATING TOTAL WASTE MATERIAL, QUANTITIES DIVERTED AND MEANS BY WHICH IT IS DIVERTED, AND STATEMENT THAT REQUIREMENTS FOR THE CREDIT HAVE BEEN MET. 1.6 RECYCLING WASTE A. RECYCLING INCENTIVES: REVENUES AND OTHER INCENTIVES FOR RECYCLING WILL ACCRUE TO OWNER. END OF SECTION 017419 EXISTING CONDITIONS SECTION 024119 - SELECTIVE DEMOLITION 1.1 SUMMARY A. DEMOLITION AND REMOVAL OF [PORTIONS OF A BUILDING OR STRUCTURE] [SELECTED SITE ELEMENTS]. B. HISTORIC ITEMS REMOVED AND SALVAGED FOR OWNER. 1.2 SUBMITTALS A. SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE THE FOLLOWING: 1. DETAILED SEQUENCE OF SELECTIVE DEMOLITION AND REMOVAL WORK, WITH STARTING AND ENDING DATES FOR EACH ACTIVITY. ENSURE OWNER'S [BUILDING MANAGER'S] [AND] [OTHER TENANTS'] ON -SITE OPERATIONS ARE UNINTERRUPTED. 2. INTERRUPTION OF UTILITY SERVICES. INDICATE HOW LONG UTILITY SERVICES WILL BE INTERRUPTED. 3. COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES. 4. USE OF ELEVATOR AND STAIRS. 5. COORDINATION OF OWNER'S CONTINUING OCCUPANCY OF PORTIONS OF EXISTING BUILDING AND OF OWNER'S PARTIAL OCCUPANCY OF COMPLETED WORK. 1.3 PROJECT CONDITIONS A. OWNER WILL [NOT] OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION AREA. B. HAZARDOUS MATERIALS: UNKNOWN WHETHER HAZARDOUS MATERIALS WILL BE ENCOUNTERED. IF ENCOUNTERED, OWNER WILL REMOVE HAZARDOUS MATERIALS UNDER A SEPARATE CONTRACT. 1.4 WARRANTY A. EXISTING WARRANTIES: <INSERT LIST OF EXISTING WARRANTIES AFFECTED BY SELECTIVE DEMOLITION.> 1.5 EXECUTION A. UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS: MAINTAINED TO OCCUPIED FACILITIES. 1. SHUT OFF: BY [OWNER] [BUILDING MANAGER] [CONTRACTOR]. B. SITE ACCESS AND TEMPORARY CONTROLS: MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES C. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. D. TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. E. REMOVED AND SALVAGED ITEMS: CLEANED, CRATED, STORED, AND TRANSPORTED TO OWNER'S [ON] [OFF] -SITE STORAGE AREA. F. REMOVED AND REINSTALLED ITEMS: CLEANED, REPAIRED, CRATED, STORED, AND REINSTALLED. G. EXISTING ITEMS TO REMAIN: EXISTING CONSTRUCTION PROTECTED AGAINST DAMAGE. H. DISPOSAL OF DEMOLISHED ITEMS: 1. BURNING: NOT PERMITTED. 2. DISPOSAL: COMPLY WITH REQUIREMENTS SECTION 017419 "CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL". END OF SECTION 024119 CONCRETE SECTION 033000 - CAST -IN -PLACE CONCRETE 1.1 SUMMARY A. CAST -IN -PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT, CONCRETE MATERIALS, MIXTURE DESIGN, PLACEMENT PROCEDURES, AND FINISHES, FOR THE FOLLOWING: 1. FOOTINGS. 2. FOUNDATION WALLS. 3. SLABS -ON -GRADE. 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. B. SHOP DRAWINGS: 1. REINFORCING: PLACING DRAWINGS THAT DETAIL FABRICATION, BENDING, AND PLACEMENT. INCLUDE BAR SIZES, LENGTHS, MATERIAL, GRADE, BAR SCHEDULES, STIRRUP SPACING, BENT BAR DIAGRAMS, BAR ARRANGEMENT, SPLICES AND LAPS, MECHANICAL CONNECTIONS, TIE SPACING, HOOP SPACING, AND SUPPORTS FOR CONCRETE REINFORCEMENT. 2. SLAB LAYOUTS: DIMENSION LOCATIONS OF CONTROL, EXPANSION, AND CONSTRUCTION JOINTS. RELATE TO BUILDING GRID LINES. C. DESIGN MIXTURES: FOR EACH CONCRETE MIXTURE. SUBMIT ALTERNATE DESIGN MIXTURES WHEN CHARACTERISTICS OF MATERIALS, PROJECT CONDITIONS, WEATHER, TEST RESULTS, OR OTHER CIRCUMSTANCES WARRANT ADJUSTMENTS. 1. INDICATE AMOUNTS OF MIXING WATER TO BE WITHHELD FOR LATER ADDITION AT PROJECT SITE. D. CERTIFICATIONS: SUBMIT MILL CERTIFICATES FOR CEMENT, AGGREGATES, AND REINFORCING. 1.3 MATERIALS A. STEEL REINFORCEMENT: 1. REINFORCING BARS: DEFORMED. a. MINIMUM RECYCLED CONTENT: 60% 2. PLAIN -STEEL WELDED WIRE REINFORCEMENT: ASTM A 185, PLAIN, FABRICATED FROM AS -DRAWN STEEL WIRE INTO FLAT SHEETS. B. CONCRETE MATERIALS: 1. PORTLAND CEMENT: ASTM C 150, TYPE I, GRAY, SUPPLEMENT WITH THE FOLLOWING: a. FLY ASH: ASTM C 618, CLASS F OR C. b. GROUND GRANULATED BLAST -FURNACE SLAG: ASTM C989, GRADE 100 OR 120. 2. AGGREGATE: NORMAL WEIGHT. 3. WATER: ASTM C 94/C 94M. 4. ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE. a. AIR -ENTRAINMENT: ASTM C 260. b. WATER -REDUCING ADMIXTURE: ASTM C 494/C 494M, TYPE A. c. HIGH -RANGE, WATER -REDUCING ADMIXTURE: ASTM C494/C 494M, TYPE F. C. WATERSTOPS: FLEXIBLE RUBBER. D. PLASTIC VAPOR RETARDER: ASTM E 1745, CLASS A. INCLUDE MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE -SENSITIVE JOINT TAPE. E. CURING MATERIALS: WATERBORNE, MONOMOLECULAR FILM FORMING, MANUFACTURED FOR APPLICATION TO FRESH CONCRETE. F. RELATED MATERIALS: 1. EXPANSION- AND ISOLATION -JOINT -FILLER STRIPS ASTM D 1751, ASPHALT -SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK OR SELF -EXPANDING CORK. 2. BONDING AGENT: ASTM C 1059/C 1059M, TYPE 11, NON-REDISPERSIBLE, ACRYLIC EMULSION OR STYRENE BUTADIENE. 3. NON -SHRINK GROUTS: ASTM C 1107, GRADE B; NON -SHRINK NON -CATALYZED NATURAL AGGREGATE GROUT; MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS; 25 TO 30 SECOND FLOW WHEN TESTED IN ACCORDANCE WITH ASTM C 939 AT 45 TO 90 DEGREES F; CEMENT GRAY IN COLOR 4. FORM RELEASE COATING: WATER BASED TYPE; VOC <150G/I; NOX-CRETE "UTILITY RELEASE. CRESSET CHEMICAL COMPANY CRETE 20_VOC," OR APPROVED; NON STAINING. G. REPAIR MATERIALS: 1. REPAIR UNDERLAYMENT: CEMENT -BASED, POLYMER -MODIFIED, SELF -LEVELING PRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM 1/8 INCH (3.2 MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219. b. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED FOR SUBSTRATE, CONDITIONS, AND APPLICATION. c. AGGREGATE: WELL -GRADED, WASHED GRAVEL, 1/8 TO 1/4 INCH (3.2 TO 6 MM) OR COARSE SAND AS RECOMMENDED BY UNDERLAYMENT MANUFACTURER. d. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI (29 MPA) AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M. 2. REPAIR OVERLAYMENT: CEMENT -BASED, POLYMER -MODIFIED, SELF -LEVELING PRODUCT HAT CAN BE APPLIED IN THICKNESSES FROM 1/8 INCH (3.2 MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. a. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C 219. b. PRIMER: PRODUCT OF TOPPING MANUFACTURER RECOMMENDED FOR SUBSTRATE, CONDITIONS, AND APPLICATION. c. AGGREGATE: WELL -GRADED, WASHED GRAVEL, 1/8 TO 1/4 INCH (3.2 TO 6 MM) OR COARSE SAND AS RECOMMENDED BY TOPPING MANUFACTURER. d. COMPRESSIVE STRENGTH: NOT LESS THAN 5000 PSI (34.5 MPA) AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M. 1.4 INSTALLATION A. FLOOR AND SLAB FINISHES: 1. FLOAT: SURFACES TO RECEIVE TROWEL FINISH. 2. TROWEL: SURFACES EXPOSED TO VIEW, AND SURFACES TO BE COVERED WITH RESILIENT FLOORING, CARPET, CERAMIC OR QUARRY TILE SET OVER A CLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN -FILM -FINISH COATING SYSTEM. 3. TROWEL AND FINE BROOM: SURFACES TO BE COVERED WITH CERAMIC OR QUARRY TILE INSTALLED BY EITHER THICKSET OR THIN -SET METHOD. 4. BROOM: EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS. 1.5 FIELD QUALITY CONTROL A. TESTING: BY [OWNER] [CONTRACTOR] -ENGAGED AGENCY. B. INSPECTIONS: BY OWNER -ENGAGED SPECIAL INSPECTOR. END OF SECTION 033000 CONCRETE (CONTINUED) SECTION 033500 - CONCRETE FINISHING 1.1 SUBMITTALS A. QUALIFICATION DATA: FOR QUALIFIED APPLICATOR. B. MATERIAL CERTIFICATES. 1.2 FLOOR AND SLAB TREATMENTS A. VOC CONTENT: FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). B. UNPIGMENTED MINERAL DRY -SHAKE FLOOR HARDENER: FACTORY -PACKAGED DRY COMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE, AND PLASTICIZING ADMIXTURE. C. PIGMENTED MINERAL DRY -SHAKE FLOOR HARDENER: FACTORY -PACKAGED, DRY COMBINATION OF PORTLAND CEMENT, GRADED QUARTZ AGGREGATE, COLOR PIGMENTS, AND PLASTICIZING ADMIXTURE. USE COLOR PIGMENTS THAT ARE FINELY GROUND, NONFADING MINERAL OXIDES INTERGROUND WITH CEMENT. 1.3 LIQUID FLOOR TREATMENTS A. VOC CONTENT: LIQUID FLOOR TREATMENTS SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). B. PENETRATING LIQUID FLOOR TREATMENT: CLEAR, CHEMICALLY REACTIVE, WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALS AND PROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES, HARDENS, AND DENSIFIES CONCRETE SURFACES. C. PENETRATING LIQUID FLOOR TREATMENTS FOR POLISHED CONCRETE FINISH: CLEAR, WATERBORNE SOLUTION OF INORGANIC SILICATE OR SILICONATE MATERIALS AND PROPRIETARY COMPONENTS; ODORLESS; THAT PENETRATES, HARDENS, AND IS SUITABLE FOR POLISHED CONCRETE SURFACES. 1.4 INSTALLATION A. DRY -SHAKE FLOOR HARDENER FINISH: AFTER INITIAL FLOATING, APPLY DRY - SHAKE FLOOR HARDENER TO SURFACES B. PENETRATING LIQUID FLOOR TREATMENT: PREPARE, APPLY, AND FINISH PENETRATING LIQUID FLOOR TREATMENT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. C. SEALING COAT: UNIFORMLY APPLY A CONTINUOUS SEALING COAT OF CURING AND SEALING COMPOUND TO HARDENED CONCRETE BY POWER SPRAY OR ROLLER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. D. PROTECT LIQUID FLOOR TREATMENT FROM DAMAGE AND WEAR DURING THE REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTIVE METHODS AND MATERIALS, INCLUDING TEMPORARY COVERING, RECOMMENDED IN WRITING BY LIQUID FLOOR TREATMENTS INSTALLER. END OF SECTION 033500 SECTION 035416 - HYDRAULIC -CEMENT -BASED UNDERLAYMENT 1.1 SUMMARY A. HYDRAULIC -CEMENT -BASED UNDERLAYMENT FOR USE BELOW INTERIOR FLOOR COVERINGS. 1.2 MATERIALS A. UNDERLAYMENT: HYDRAULIC -CEMENT -BASED, POLYMER -MODIFIED, SELF - LEVELING PRODUCT THAT CAN BE APPLIED IN MINIMUM UNIFORM THICKNESS OF 1/4 INCH (6MM) AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. 1. CEMENT BINDER: PORTLAND CEMENT, OR OTHER HYDRAULIC OR BLENDED HYDRAULIC CEMENT. B. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED IN WRITING FOR SUBSTRATE, CONDITIONS, AND APPLICATION INDICATED. 1. PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D. END OF SECTION 035416 METALS SECTION 055000 - METAL FABRICATIONS 1.1 SUMMARY A. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT. B. STEEL FRAMING AND SUPPORTS FOR APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. C. SHELF ANGLES. D. METAL BOLLARDS. 1.2 SUBMITTALS A. PRODUCT DATA: FOR THE FOLLOWING: 1. PAINT PRODUCTS. 2. GROUT. 3. ALL PREFABRICATED PRODUCTS. B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS FOR METAL FABRICATIONS. 1. INCLUDE PLANS, ELEVATIONS, SECTIONS, AND DETAILS OF METAL FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE AND ACCESSORY ITEMS. 2. PROVIDE TEMPLATES FOR ANCHORS AND BOLTS SPECIFIED FOR INSTALLATION UNDER OTHER SECTIONS. C. WELDING CERTIFICATES. 1.3 PRODUCTS A. MATERIALS: STEEL PLATES, SHAPES, AND BARS, STEEL PIPE, SLOTTED CHANNEL FRAMING. 1. LOW -EMITTING PRIMER: METAL PRIMER SHALL HAVE A VOC CONTENT OF 200 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). B. MISCELLANEOUS FRAMING AND SUPPORTS: 1. STEEL FRAMING AND SUPPORTS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, APPLICATIONS WHERE FRAMING AND SUPPORTS ARE NOT SPECIFIED IN OTHER SECTIONS. 2. GALVANIZE WHERE INDICATED. 3. PRIME WITH ZINC -RICH PRIMER WHERE INDICATED. a. ZINC -RICH PRIMER SHALL HAVE A VOC CONTENT OF 340 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). C. LOOSE STEEL LINTELS, GALVANIZED AT EXTERIOR WALLS. D. SHELF ANGLES, GALVANIZED. E. STEEL WELD PLATES AND ANGLES NOT SPECIFIED IN OTHER SECTIONS, FOR CASTING INTO CONCRETE. F. METAL BOLLARDS: SCHEDULE 40 STEEL PIPE. END OF SECTION 055000 STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 _ ___ License: 62078 OF F� ©gf IN 2 5 201 �" LDJ•R r`r�P l Ah._ ,9 . ARON,i 7 03 1..1_ W I- V D 0 W r O M ♦ V)^ Z) ISW J m .J Q 0 O STORE #: 56350 V_ LO M M LL J_ N PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEED(D AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CONSTRUCTION SPECIFICATIONS SCALE: NO SCALE SHEET NUMBER: G-010 c c m O EI ti O NI J LL t O ca 06 O co YI U E. M U) C: N U O 0 c C C ca O E. N CD Z) �` b N co O T_ »0 T_ O N u7 N O FINISHES SECTION 09216 - NON -LOAD -BEARING STEEL FRAMING 1.1 SUMMARY A. NON -LOAD -BEARING STEEL FRAMING MEMBERS FOR INTERIOR FRAMING SYSTEMS. 1.2 MATERIALS A. STEEL FRAMING FOR FRAMED ASSEMBLIES: B. FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. 1. STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 REQUIREMENTS FOR METAL, UNLESS OTHERWISE INDICATED. 2. PROTECTIVE COATING: COATING WITH EQUIVALENT CORROSION RESISTANCE OF ASTM A 653/A 653M, G40 (Z120), HOT -DIP GALVANIZED, UNLESS OTHERWISE INDICATED. 1.3 STEEL FRAMING FOR FRAMED ASSEMBLIES A. SALVAGED MATERIAL: USE SALVAGED FRAMING MATERIALS WHENEVER AVAILABLE. B. STEEL STUDS AND RUNNERS: ASTM C 645. 1. MINIMUM BASE -METAL THICKNESS: 0.033 INCH (0.84 MM) UNLESS OTHERWISE INDICATED ON DRAWINGS. 2. DEPTH: AS INDICATED ON DRAWINGS. C. DIMPLED STEEL STUDS AND RUNNERS: 1. MINIMUM BASE -METAL THICKNESS: 0.025 INCH (0.64 MM). 2. DEPTH: AS INDICATED ON DRAWINGS. D. SLIP -TYPE HEAD JOINTS: WHERE INDICATED, PROVIDE ONE OF THE FOLLOWING: 1. SINGLE LONG -LEG RUNNER SYSTEM: ASTM C 645 TOP RUNNER WITH 2 INCH (50.8 MM) DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS, INSTALLED WITH STUDS FRICTION FIT INTO TOP RUNNER AND WITH CONTINUOUS BRIDGING LOCATED WITHIN 12 INCHES (305 MM) OF THE TOP OF STUDS TO PROVIDE LATERAL BRACING. 2. DOUBLE -RUNNER SYSTEM: ASTM C 645 TOP RUNNERS, INSIDE RUNNER WITH 2 INCH (50.8 MM) DEEP FLANGES IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND FASTENED TO STUDS, AND OUTER RUNNER SIZED TO FRICTION FIT INSIDE RUNNER. 3. DEFLECTION TRACK: STEEL SHEET TOP RUNNER MANUFACTURED TO PREVENT CRACKING OF FINISHES APPLIED TO INTERIOR PARTITION FRAMING RESULTING FROM DEFLECTION OF STRUCTURE ABOVE; IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS. E. COLD -ROLLED CHANNEL BRIDGING: 0.0538 INCH (1.37 MM) BARE -STEEL THICKNESS, WITH MINIMUM 1/2 INCH (12.7 MM) WIDE FLANGES. 1. DEPTH: 1-1/2 INCHES (38.1 MM). 2. CLIP ANGLE: NOT LESS THAN 1-1/2 BY 1-1/2 INCHES (38.1 BY 38.1 MM), 0.068 INCH (1.73 MM) THICK, GALVANIZED STEEL. F. HAT -SHAPED, RIGID FURRING CHANNELS: ASTM C 645. 1. MINIMUM BASE METAL THICKNESS: AS INDICATED ON DRAWINGS. 2. DEPTH: AS INDICATED ON DRAWINGS. G. COLD -ROLLED FURRING CHANNELS: 0.0538 INCH (1.37 MM) BARE -STEEL THICKNESS, WITH MINIMUM 1/2 INCH (12.7 MM) WIDE FLANGES. 1. DEPTH: AS INDICATED ON DRAWINGS. 2. FURRING BRACKETS: ADJUSTABLE, CORRUGATED -EDGE TYPE OF STEEL SHEET WITH MINIMUM BARE -STEEL THICKNESS OF 0.0312 INCH (0.79 MM). 3. TIE WIRE: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625 INCH (1.59 MM) DIAMETER WIRE, OR DOUBLE STRAND OF 0.0475 INCH (1.21 MM) DIAMETER WIRE. H. Z-SHAPED FURRING: WITH SLOTTED OR NONSLOTTED WEB, FACE FLANGE OF 1-1/4 INCHES (31.8 MM), WALL ATTACHMENT FLANGE OF 7/8 INCH (22.2 MM), MINIMUM BARE -METAL THICKNESS OF 0.0179 INCH (0.45 MM), AND DEPTH REQUIRED TO FIT INSULATION THICKNESS INDICATED. END OF SECTION 09216 SECTION 092900 - GYPSUM BOARD 1.1 SUMMARY A. INTERIOR GYPSUM BOARD. B. TILE BACKING PANELS. 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. B. SAMPLES: FOR THE FOLLOWING PRODUCTS: 1. TEXTURED FINISHES: MANUFACTURER'S STANDARD SIZE FOR EACH TEXTURED FINISH INDICATED AND ON SAME BACKING INDICATED FOR WORK. 1.3 MATERIALS A. INTERIOR GYPSUM BOARD: 1. GENERAL: COMPLYING WITH ASTM C 36/C 36M OR ASTM C 1396/C 1396M, AS APPLICABLE TO TYPE OF GYPSUM BOARD INDICATED AND WHICHEVER IS MORE STRINGENT. a. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS", INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING VALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. 2. TYPE X: a. THICKNESS: 5/8 INCH (15.9 MM). b. LONG EDGES: TAPERED. 3. MOISTURE- AND MOLD -RESISTANT TYPE: WITH MOISTURE- AND MOLD -RESISTANT CORE AND SURFACES. a. CORE: 5/8 INCH (15.9 MM), TYPE X. b. LONG EDGES: TAPERED. c. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. B. TILE -BACKING PANELS: 1. GLASS -MAT, WATER-RESISTANT BACKING BOARD: ASTM C 1178/C 1178M, WITH MANUFACTURER'S STANDARD EDGES. a. MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES"'STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS", INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. b. CORE: 5/8 INCH (15.9 MM), TYPE X. c. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. 2. CEMENTITIOUS BACKER UNITS: ANSI A118.9 AND ASTM C 1288 OR 1325, WITH MANUFACTURER'S STANDARD EDGES. a. THICKNESS: [1/4 INCH (6.4 MM)] [AS INDICATED]. b. MOLD RESISTANCE: ASTM D 3273, SCORE OF 10 AS RATED ACCORDING TO ASTM D 3274. C. TRIM ACCESSORIES: a. INTERIOR: CORNERBEAD. END OF SECTION 092900 FINISHES (CONTINUED SECTION 093000 - CERAMIC TILE 1.1 SUMMARY A. PAVER, GLAZED, AND WALL TILE. B. WATERPROOF MEMBRANE FOR THIN -SET TILE INSTALLATIONS. C. METAL EDGE STRIPS INSTALLED AS PART OF TILE INSTALLATIONS. 1.2 QUALITY ASSURANCE A. MOCKUPS FOR EACH FORM OF CONSTRUCTION. 1.3 MATERIALS A. GLAZED WALL TILE TRIM SHAPES: COVED BASE, BULLNOSE CAP. B. THRESHOLDS: SATIN ANODIZED ALUMINUM THRESHOLDS AND TRANSITION STRIPS. 1. BEVEL EDGES AT 1:2 SLOPE, WITH LOWER EDGE OF BEVEL ALIGNED WITH OR UP TO 1/16 INCH (1.5 MM) ABOVE ADJACENT FLOOR SURFACE. FINISH BEVEL TO MATCH TOP SURFACE OF THRESHOLD. LIMIT HEIGHT OF THRESHOLD TO 1/2 INCH (12.7 MM) OR LESS ABOVE ADJACENT FLOOR SURFACE. C. MORTAR: LATEX-PORTLAND CEMENT D. ELASTOMERIC SEALANTS: ONE -PART, MILDEW -RESISTANT SILICONE. 1. SEALANTS SHALL HAVE A VOC CONTENT OF [250] <INSERT VALUE> G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.4 FLOOR TILE INSTALLATION SCHEDULE A. INTERIOR FLOORS ON CONCRETE: THIN -SET MORTAR. 1. TILE TYPE: UNGLAZED PAVER TILE. 2. MORTAR: LATEX- PORTLAND CEMENT MORTAR BOND COAT. 3. GROUT: POLYMER -MODIFIED UNSANDED 100% SOLIDS EPDXY NON -SAGGING GROUT. B. INTERIOR FLOORS ON [WATERPROOF] [CRACK -SUPPRESSION] MEMBRANE OVER CONCRETE AND WOOD: THIN -SET MORTAR. 1. TILE TYPE: UNGLAZED PAVER TILE. 2. MORTAR: LATEX- PORTLAND CEMENT MORTAR BOND COAT. 3. GROUT: POLYMER -MODIFIED UNSANDED 100% SOLIDS EPDXY NON -SAGGING GROUT. 1.5 WALL TILE INSTALLATION SCHEDULE A. INTERIOR WALLS OVER GLASS -MAT WATER-RESISTANT BACKER BOARD OR CEMENTITIOUS BACKER UNITS: THIN -SET MORTAR. 1. TILE TYPE: [UNGLAZED CERAMIC MOSAIC] [GLAZED CERAMIC MOSAIC] [GLAZED WALL] TILE. 2. MORTAR: LATEX- PORTLAND CEMENT MORTAR. 3. GROUT: POLYMER -MODIFIED UNSANDED GROUT. END OF SECTION 093000 SECTION 095113 - ACOUSTICAL PANEL CEILINGS 1.1 SUMMARY A. ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. B. COORDINATION DRAWINGS: REFLECTED CEILING PLANS, DRAWN TO SCALE, ON WHICH THE FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITH EACH OTHER, BASED ON INPUT FROM INSTALLERS OF THE ITEMS INVOLVED: 1. CEILING SUSPENSION SYSTEM MEMBERS. 2. METHOD OF ATTACHING HANGERS TO BUILDING STRUCTURE. 3. CEILING -MOUNTED ITEMS INCLUDING LIGHTING FIXTURES, DIFFUSERS, GRILLES, SPEAKERS, SPRINKLERS, ACCESS PANELS, AND SPECIAL MOLDINGS. C. SAMPLES FOR VERIFICATION: FOR EACH COMPONENT INDICATED AND FOR EACH EXPOSED FINISH REQUIRED, PREPARED ON SAMPLES OF SIZE INDICATED BELOW. 1. ACOUSTICAL PANEL: SET OF FULL-SIZE SAMPLES OF EACH TYPE, COLOR, PATTERN, AND TEXTURE. 2. EXPOSED SUSPENSION SYSTEM MEMBERS, MOLDINGS, AND TRIM: SET OF 12 INCH (300 MM) LONG SAMPLES OF EACH TYPE, FINISH, AND COLOR. D. QUALIFICATION DATA: FOR TESTING AGENCY. E. FIELD QUALITY -CONTROL TEST REPORTS. F. PRODUCT TEST REPORTS: BASED ON EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY A QUALIFIED TESTING AGENCY, FOR EACH ACOUSTICAL PANEL CEILING. G. MAINTENANCE DATA: FOR FINISHES TO INCLUDE IN MAINTENANCE MANUALS. 1.3 QUALITY ASSURANCE A. ACOUSTICAL PANEL QUALITY STANDARD: ASTM E 1264. B. METAL SUSPENSION SYSTEM QUALITY STANDARD: ASTM C 635. 1.4 MATERIALS A. ACOUSTICAL CEILING PANELS GENERAL: MUST BE CERTIFIED AS LOW EMITTING. CERTIFICATION MUST BE BASED UPON THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES -STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS", INCLUDING 2004 ADDENDA OR A JURISDICTIONALLY RECOGNIZED STANDARD USING EQUIVALENT TESTING METHODOLOGIES AND VOC THRESHOLDS. B. ACOUSTICAL CEILING PANELS WASHABLE 1. CLASSIFICATION: TYPE IV, MINERAL BASE WITH MEMBRANE -FACED OVERLAY; FORM 2, WATER FELTED; WITH VINYL OVERLAY ON FACE; PATTERN G (SMOOTH). 2. COLOR: AS INDICATED ON DRAWINGS. 3. THICKNESS: 5/8 INCH (15 MM). 4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM). 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM -POSITIVE AND GRAM -NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. C. ACOUSTICAL CEILING PANELS TEXTURED: 1. CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH; FORM 2, WATER FELTED; PATTERN E (LIGHTLY TEXTURED). 2. COLOR: AS INDICATED ON DRAWINGS. 3. THICKNESS: 5/8 INCH (15 MM). 4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM). 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM -POSITIVE AND GRAM -NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. D. ACOUSTICAL CEILING PANELS PERFORATED: 1. CLASSIFICATION: TYPE III, MINERAL BASE WITH PAINTED FINISH; FORM 2, WATER FELTED; PATTERN CE (PERFORATED, SMALL HOLES AND LIGHTLY TEXTURED). 2. COLOR: AS INDICATED ON DRAWINGS. 3. THICKNESS: 3/4 INCH (15 MM). 4. MODULAR SIZE: 24 BY 48 INCHES (610 BY 1220 MM). 5. BROAD SPECTRUM ANTIMICROBIAL FUNGICIDE AND BACTERICIDE TREATMENT: PROVIDE ACOUSTICAL TILES TREATED WITH MANUFACTURER'S STANDARD ANTIMICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM -POSITIVE AND GRAM -NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. E. METAL SUSPENSION SYSTEMS: 1. WIDE -FACE, CAPPED, DOUBLE -WEB STEEL: INTERMEDIATE DUTY. F. METAL EDGE MOLDINGS AND TRIM: ROLL -FORMED SHEET METAL. 1.5 INSTALLATION A. INSTALLATION: [ASTM C 6361 [UBC STANDARD 25-2]. 1.6 FIELD QUALITY CONTROL A. TESTING: BY [OWNER] [CONTRACTOR] -ENGAGED AGENCY TO TEST ACOUSTICAL PANEL CEILING HANGER FASTENERS. END OF SECTION 095113 FINISHES (CONTINUED) SECTION 096400 - WOOD FLOORING 1.1 SUMMARY A. [FACTORY-] [FIELD -]FINISHED WOOD FLOORING. 1.2 PERFORMANCE REQUIREMENTS A. FLOORSCORE COMPLIANCE: COMPOSITE WOOD FLOORS SHALL COMPLY WITH REQUIREMENTS OF FLOORSCORE STANDARD. 1.3 MATERIALS A. ACCESSORIES: 1. WOOD FLOORING ADHESIVE: VOC LIMITS: 100 G/L. END OF SECTION 096400 SECTION 096516 - RESILIENT SHEET FLOORING 1.1 PRODUCTS A. FLOORING SYSTEM: FLOORSCORE COMPLIANCE. B. VINYL SHEET FLOORING: 1. BACKING: NONE, UNBACKED [NONFOAMED PLASTIC] [FOAMED PLASTIC]. 2. SEAMLESS -INSTALLATION METHOD: HEAT WELDED. C. RUBBER SHEET FLOORING: 1. BACKING: NONE, UNBACKED. 2. SEAMLESS -INSTALLATION METHOD: HEAT WELDED. D. INSTALLATION MATERIALS: E. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX -MODIFIED, PORTLAND CEMENT BASED OR BLENDED HYDRAULIC -CEMENT -BASED FORMULATION PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER FOR APPLICATIONS INDICATED. F. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY FLOORING AND ADHESIVE MANUFACTURERS TO SUIT RESILIENT SHEET FLOORING AND SUBSTRATE CONDITIONS INDICATED. 1. VINYL SHEET ADHESIVES SHALL HAVE A VOC CONTENT OF 50 G/L OR LESS. 2. RUBBER SHEET ADHESIVES SHALL HAVE A VOC CONTENT OF 60 G/L OR LESS. G. INTEGRAL -FLASH -COVE -BASE ACCESSORIES: 1. COVE STRIP: 1 INCH (25 MM) RADIUS PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER. 2. CAP STRIP: [SQUARE METAL, VINYL, OR RUBBER CAP] [TAPERED VINYL CAP] <INSERT REQUIREMENTS> PROVIDED OR APPROVED BY RESILIENT SHEET FLOORING MANUFACTURER. 3. FLOOR POLISH: PROVIDE PROTECTIVE, LIQUID FLOOR -POLISH PRODUCTS RECOMMENDED BY RESILIENT SHEET FLOORING MANUFACTURER. END OF SECTION 096516 SECTION 097200 - WALL COVERINGS 1.1 SUMMARY A. VINYL AND WOVEN GLASS -FIBER WALL COVERING. 1.2 MATERIALS A. ADHESIVE: MILDEW -RESISTANT, NONSTAINING, STRIPPABLE ADHESIVE, FOR USE WITH SPECIFIC WALL COVERING AND SUBSTRATE APPLICATION, AS RECOMMENDED IN WRITING BY WALL -COVERING MANUFACTURER, AND WITH A VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.3 INSTALLATION A. INSTALL STRIPS IN SAME ORDER AS CUT FROM ROLL. END OF SECTION 097200 SECTION 099123 - INTERIOR PAINTING 1.1 SUMMARY A. SURFACE PREPARATION AND THE APPLICATION OF PAINT SYSTEMS ON INTERIOR SUBSTRATES. 1.2 SUBMITTALS A. SAMPLES FOR VERIFICATION: 1. FOR EACH NON-STANDARD LATEX TOPCOAT COLOR AND GLOSS INDICATED. 2. FOR EACH TYPE OF NON-STANDARD PAINT SYSTEM AND IN EACH COLOR AND GLOSS OF TOPCOAT INDICATED. 1.3 QUALITY ASSURANCE A. QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST" AND "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL." B. MOCKUPS FOR EACH COLOR AND FINISH. 1.4 GENERAL A. VOC CONTENT: PRODUCTS SHALL COMPLY WITH VOC LIMITS OF AUTHORITIES HAVING JURISDICTION [AND, FOR INTERIOR PAINTS AND COATINGS APPLIED AT PROJECT SITE, THE FOLLOWING VOC LIMITS, EXCLUSIVE OF COLORANTS ADDED TO A TINT BASE, WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24)]. 1. FLAT PAINTS AND COATINGS: 50 G/L. 2. NONFLAT PAINTS AND COATINGS: 150 G/L. 3. DRY -FOG COATINGS: 400 G/L. 4. PRIMERS, SEALERS, AND UNDERCOATERS: 200 G/L. 5. ANTICORROSIVE AND ANTIRUST PAINTS APPLIED TO FERROUS METALS: 250 G/L. 6. ZINC -RICH INDUSTRIAL MAINTENANCE PRIMERS: 340 G/L. 7. PRETREATMENT WASH PRIMERS: 420 G/L. 8. FLOOR COATINGS: 100 G/L. 9. SHELLACS, CLEAR: 730 G/L. 10. SHELLACS, PIGMENTED: 550 G/L. 1.5 INTERIOR PAINTING SCHEDULE A. STEEL SUBSTRATES: 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: PRIMER, RUST -INHIBITIVE, WATER BASED. b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). B. GALVANIZED -METAL SUBSTRATES: 1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: a. PRIME COAT: PRIMER, GALVANIZED, WATER BASED. b. TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). C. WOOD SUBSTRATES: 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). D. GYPSUM BOARD SUBSTRATES: 1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). E. HIGH -IMPACT GYPSUM BOARD SUBSTRATES: 1. HIGH-PERFORMANCE ARCH ITEC rURAL LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). F. PLASTER SUBSTRATES: 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODORNOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). G. ACOUSTICAL CEILING TILE: 1. INSTITUTIONAL LOW-ODORNOC LATEX SYSTEM: a. PRIME COAT: INTERIOR LATEX PRIMER/SEALER. b. TOPCOAT: INSTITUTIONAL LOW-ODOR/VOC INTERIOR LATEX (GLOSS LEVEL AS INDICATED IN PAINT SCHEDULE). END OF SECTION 099123 FINISHES (CONTINUED SECTION 09930 - WOOD STAINS AND TRANSPARENT FINISHES 1.1 SUMMARY A. SURFACE PREPARATION AND APPLICATION OF WOOD FINISHES ON [EXTERIOR] [AND] [INTERIOR] SUBSTRATES. 1.2 SUBMITTALS A. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF FINISH SYSTEM AND IN EACH COLOR AND GLOSS OF FINISH INDICATED. 1.3 QUALITY ASSURANCE A. QUALITY STANDARDS: "MPI APPROVED PRODUCTS LIST" AND "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL." 1.4 GENERAL A. CHEMICAL COMPONENTS OF FIELD -APPLIED INTERIOR PAINTS AND COATINGS: 1. VOC LIMITS: a. CLEAR WOOD FINISHES, VARNISHES: VOC NOT MORE THAN 350 G/L. b. SHELLACS, CLEAR: VOC NOT MORE THAN 730 G/L. c. STAINS: VOC NOT MORE THAN 250 G/L. d. PRIMERS, SEALERS, AND UNDERCOATERS: 200 G/L. e. FIRE RETARDANT COATINGS, CLEAR: 650 G/L. f. FIRE RETARDANT COATINGS, PIGMENTED: 350 G/L. 1.5 EXTERIOR WOOD -FINISH -SYSTEM SCHEDULE A. SOLID -COLOR LATEX STAIN SYSTEM: MPI EXT 6.3K. 1. PRIME COAT: PRIMER, LATEX FOR EXTERIOR WOOD. 2. INTERMEDIATE COAT: STAIN, EXTERIOR, WATER BASED, SOLID HIDE, MATCHING TOPCOAT. 3. TOPCOAT: STAIN, EXTERIOR, WATER BASED, SOLID HIDE. B. SEMITRANSPARENT STAIN SYSTEM: MPI EXT 6.3D. 1. TWO STAIN COATS: EXTERIOR SEMITRANSPARENT LATEX STAIN. 1.6 INTERIOR WOOD -FINISH -SYSTEM SCHEDULE A. SEMITRANSPARENT STAIN SYSTEM: 1. PRIME COAT: STAIN, SEMI -TRANSPARENT, MATCHING TOPCOAT. 2. TOPCOAT: STAIN, SEMI -TRANSPARENT, FOR INTERIOR WOOD. B. WATER -BASED VARNISH SYSTEM: a. PRIME COAT: WATER -BASED VARNISH MATCHING TOPCOAT. b. INTERMEDIATE COAT: WATER -BASED VARNISH MATCHING TOPCOAT. c. TOPCOAT: VARNISH, WATER BASED, CLEAR. C. WATER -BASED FIRE RETARDANT SYSTEM: a. TOPCOAT: FIRE RETARDANT COATING, CLEAR. 1. CLASS A FLAME SPREAD AND SMOKE -DEVELOPED INDEX PER ASTM E 84. END OF SECTION 09930 STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION Q018.01.26 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 I700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE I Cincinnati, OH 45203 Professional Engineer Tel: (5131 421-2210 License: 62076 W Q Z U W w 0- zNi r 0 M W Z) OF P40 UN 2 5 2018 rittUU; 7303 ' 07 LU Q U W w a J m J fQ V 0 V_ 0 r M M LL J_ N (STORE #: 56350 I PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA -CHECKED BY7 M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CONSTRUCTION SPECIFICATIONS SCALE: NO SCALE SHEET NUMBER: G-011 C c 0 EI ti O NI J LL. N cc 06 0 M �I Y U 2 M U) C: N 0 0 0 C c 0 5 Cn N to IIE! CM M M O co O CV L0 N CU WOOD AND PLASTICS SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY 1.1 MATERIALS A. WOOD PRODUCTS, GENERAL: 1. MAXIMUM MOISTURE CONTENT OF LUMBER: [15 PERCENT] [19 PERCENT]. B. WOOD -PRESERVATIVE -TREATED MATERIALS: 1. PRESERVATIVE TREATMENT: AWPA U1; USE CATEGORY UC2. a. PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR CHROMIUM. DO NOT USE INORGANIC BORON (SBX) FOR SILL PLATES. 2. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: a. ITEMS IN CONTACT WITH ROOFING OR WATERPROOFING. b. ITEMS IN CONTACT WITH CONCRETE OR MASONRY. c. FRAMING LESS THAN 18 INCHES (460 MM) ABOVE GROUND IN CRAWLSPACES. d. FLOOR PLATES INSTALLED OVER CONCRETE SLABS -ON -GRADE. C. FIRE -RETARDANT -TREATED MATERIALS: 1. EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. 2. INTERIOR TYPE A UNLESS OTHERWISE INDICATED. 3. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: a. FRAMING FOR RAISED PLATFORMS. b. CONCEALED BLOCKING. c. ROOF FRAMING AND BLOCKING. d. ITEMS IN CONTACT WITH ROOFING. e. PLYWOOD BACKING PANELS. D. FRAMING: 1. NON -LOAD -BEARING INTERIOR PARTITIONS: CONSTRUCTION OR NO. 2 GRADE. E. MISCELLANEOUS LUMBER: 1. DIMENSION LUMBER: CONSTRUCTION OR NO. 2 GRADE. 2. UTILITY SHELVING: 19 PERCENT MAXIMUM MOISTURE CONTENT. 3. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT. F. PLYWOOD BACKING PANELS: EXPOSURE 1, C-D PLUGGED [, FIRE -RETARDANT TREATED]. G. FASTENERS: HOT -DIP GALVANIZED STEEL WHERE EXPOSED TO WEATHER, IN GROUND CONTACT, IN CONTACT WITH TREATED WOOD, OR IN AREA OF HIGH RELATIVE HUMIDITY. H. METAL FRAMING ANCHORS: 1. METAL: GALVANIZED STEEL; HOT -DIP HEAVY GALVANIZED STEEL FOR WOOD -PRESERVATIVE -TREATED LUMBER AND WHERE INDICATED. I. ADHESIVES: ADHESIVES SHALL HAVE A VOC CONTENT OF 70 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24). 1.2 INSTALLATION A. FURRING TO RECEIVE PLYWOOD OR HARDBOARD PANELING: 1-BY-3-INCH NOMINAL -SIZE (19-BY-63-MM ACTUAL -SIZE) FURRING AT [24 INCHES (610 MM)] [600 MM] O.C. B. FURRING TO RECEIVE GYPSUM BOARD: 1-BY-2-INCH NOMINAL -SIZE (19-BY-38- MM ACTUAL -SIZE) FURRING AT [16 INCHES (406 MM)] [400 MM] O.C. END OF SECTION 061053 SECTION 064000 - INTERIOR ARCHITECTURAL WOODWORK 1.1 SUMMARY A. INTERIOR STANDING AND RUNNING TRIM. B. FLUSH WOOD PANELING AND WAINSCOTS. C. MELAMINE CABINETS. D. SOLID -SURFACING -MATERIAL COUNTERTOPS. E. CLOSET AND UTILITY SHELVING. 1.2 QUALITY ASSURANCE A. QUALITY STANDARD: AWI. 1.3 MATERIALS A. WOOD PRODUCTS: COMPLY WITH THE FOLLOWING: 1. HARDBOARD: AHA A135.4, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 2. MEDIUM -DENSITY FIBERBOARD: ANSI A208.2, GRADE 130, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 3. MOISTURE RESISTANT MEDIUM -DENSITY FIBERBOARD: ANSI A208.2, GRADE MD, MR50, MADE WITH BINDER CONTAINING NO UREA FORMALDEHYDE. 4. STRAW -BASED PARTICLEBOARD: ANSI A208.1, GRADE M-2, EXCEPT FOR DENSITY, MADE WITH ADHESIVE CONTAINING NO UREA FORMALDEHYDE. 5. SOFTWOOD PLYWOOD: DOC PS 1 6. VENEER -FACED PANEL PRODUCTS (HARDWOOD PLYWOOD): HPVA HP-1, MADE WITH ADHESIVE CONTAINING NO UREA FORMALDEHYDE. B. ADHESIVES, GENERAL: DO NOT USE ADHESIVES THAT CONTAIN UREA FORMALDEHYDE. C. VOC LIMITS FOR INSTALLATION ADHESIVES AND GLUES: USE INSTALLATION ADHESIVES THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): 1. WOOD GLUES: 30 G/L. 2. PANEL ADHESIVE: 50 G/L 3. MULTIPURPOSE CONSTRUCTION ADHESIVE: 70 G/L 4. CONTACT ADHESIVE: 80 G/L. a. SPECIAL PURPOSE: 250 G/L D. CLOSET AND UTILITY SHELVING: 1. GRADE: ECONOMY. 2. SHELF MATERIAL: 3/4 INCH (19 MM) THERMOSET DECORATIVE PANEL WITH PVC OR POLYESTER EDGE BANDING. 3. CLEATS: 3/4 INCH (19 MM) PANEL PRODUCT. E. SHOP FINISHING: 1. GRADE: SAME GRADE AS WOODWORK. 2. EXTENT: ALL WOODWORK SHOP FINISHED. 1.4 INSTALLATION A. SCRIBE AND CUT MILLWORK TO FIT ADJOINING WORK, REFINISH CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS. B. ANCHOR MILLWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR COMPLETE INSTALLATION. USE FINE FINISHING NAILS OR FINISHING SCREWS FOR EXPOSED FASTENING, COUNTERSUNK AND FILLED FLUSH WITH MILLWORK AND MATCHING FINAL FINISH IF TRANSPARENT FINISH IS INDICATED. C. CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS AND DRAWERS IN OPENINGS AND TO PROVIDE UNENCUMBERED OPERATION. COMPLETE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS INDICATED. 1. INSTALL CABINETS WITH NO MORE THAN 1/8 INCH IN 96 INCH (3 MM IN 2400 MM) SAG, BOW, OR OTHER VARIATION FROM A STRAIGHT LINE. D. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS OF BASE CABINETS OR OTHER SUPPORTS INTO UNDERSIDE OF COUNTERTOP. 1. ALIGN ADJACENT SOLID -SURFACING -MATERIAL COUNTERTOPS AND FORM SEAMS TO COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS USING ADHESIVE IN COLOR TO MATCH COUNTERTOP. CAREFULLY DRESS JOINTS SMOOTH, REMOVE SURFACE SCRATCHES, AND CLEAN ENTIRE SURFACE. 2. INSTALL COUNTERTOPS WITH NO MORE THAN 1/8 INCH IN 96 INCH (3 MM IN 2400 MM) SAG, BOW, OR OTHER VARIATION FROM A STRAIGHT LINE. 3. SECURE COVED BACKSPLASHES TO TOPS PER MANUFACTURES FABRICATION MANUAL AND TO WALLS WITH ADHESIVE. 4. CALK SPACE BETWEEN BACKSPLASH AND WALL WITH SEALANT SPECIFIED IN DIVISION 7 SECTION "JOINT SEALANTS." END OF SECTION 064000 WOOD AND PLASTICS (CONTINUED) SECTION 064400 - PLASTIC PANELING PART 1-GENERAL 1.1 SUMMARY A. SECTION INCLUDES THE FOLLOWING: 1. GLASS -FIBER REINFORCED PLASTIC (FRP) WALL PANELING. 2. MOLDING, ADHESIVES, AND JOINT SEALANTS. 1.2 PLASTIC SHEET PANELING A. GLASS -FIBER -REINFORCED PLASTIC PANELING: GELCOAT-FINISHED, GLASS -FIBER REINFORCED PLASTIC PANELS COMPLYING WITH ASTM D 5319. 1. LOW -EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES' "STANDARD PRACTICE FOR THE TESTING OF VOLATILE ORGANIC EMISSIONS FROM VARIOUS SOURCES USING SMALL-SCALE ENVIRONMENTAL CHAMBERS." 2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES. 3. COLOR: WHITE. 4. MOLDING COLOR: WHITE. 5. SURFACE FINISH: MOLDED PEBBLE TEXTURE. B. UNREINFORCED POLYPROPYLENE PANELING: SOLID POLYPROPYLENE PANELS MADE FROM NO LESS THAN 80 PERCENT RECYCLED MATERIAL. 1. LOW -EMITTING MATERIALS: PANELING SHALL COMPLY WITH THE TESTING AND PRODUCT REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S (FORMERLY, THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES') "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS." 2. NOMINAL THICKNESS: NOT LESS THAN 0.09 INCHES. 3. COLOR: WHITE. 4. MOLDING COLOR: WHITE. 5. SURFACE FINISH: MOLDED PEBBLE TEXTURE. 1.3 ADHESIVES A. AS RECOMMENDED BY PLASTIC PANELING MANUFACTURER. 1. VOC LIMIT: 50 G/L 1.4 ACCESSORIES A. TRIM ACCESSORIES: MANUFACTURER'S STANDARD ONE-PIECE VINYL EXTRUSIONS DESIGNED TO RETAIN AND COVER EDGES OF PANELS. PROVIDE DIVISION BARS, INSIDE CORNERS, OUTSIDE CORNERS, AND CAPS AS NEEDED TO CONCEAL EDGES. 1. COLOR: WHITE. END OF SECTION 064400 THERMAL AND MOISTURE PROTECTION SECTION 07841 - THROUGH -PENETRATION FIRESTOP SYSTEMS 1.1 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1.2 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: AN FM GLOBAL -APPROVED FIRESTOP CONTRACTOR OR A UL-QUALIFIED FIRESTOP CONTRACTOR. B. FIRE -TEST -RESPONSE CHARACTERISTICS: TESTED PER ASTM E 814 BY QUALIFIED TESTING AND INSPECTING AGENCY. 1.3 PENETRATION FIRESTOPPING A. PENETRATIONS IN FIRE -RESISTANCE -RATED WALLS: F-RATINGS PER ASTM E 814 OR UL 1479. B. PENETRATIONS IN HORIZONTAL ASSEMBLIES: F- AND T-RATINGS PER ASTM E 814 OR UL 1479: C. PENETRATIONS IN SMOKE BARRIERS: L-RATINGS PER UL 1479. D. W-RATINGS: PER UL 1479. E. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): 1. SEALANTS: 250 G/L. 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. 3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. 1.4 INSTALLATION A. IDENTIFICATION: PREPRINTED METAL OR PLASTIC LABELS, PERMANENTLY ATTACHED. 1.5 FIELD QUALITY CONTROL A. INSPECTION OF INSTALLED FIRESTOP SYSTEMS: BY OWNER -ENGAGED AGENCY ACCORDING TO ASTM E 2174 REQUIREMENTS. END OF SECTION 07841 SECTION 078446 - FIRE -RESISTIVE JOINT SYSTEMS 1.1 SUMMARY A. FIRE -RESISTIVE JOINT SYSTEMS FOR THE FOLLOWING: 1. JOINTS IN OR BETWEEN FIRE -RESISTANCE -RATED CONSTRUCTIONS. 2. JOINTS AT EXTERIOR CURTAIN-WALL/FLOOR INTERSECTIONS. 3. JOINTS IN SMOKE BARRIERS. 1.2 PERFORMANCE REQUIREMENTS A. FIRE -RESISTANCE RATINGS OF JOINT SYSTEMS IN AND BETWEEN FIRE - RESISTANCE -RATED CONSTRUCTIONS: EQUALING OR EXCEEDING THE FIRE -RESISTANCE RATINGS OF CONSTRUCTION THAT THEY JOIN, [AND WITH MOVEMENT CAPABILITIES INDICATED] AS DETERMINED BY UL 2079. 1.3 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 1.4 QUALITY ASSURANCE A. FIRE -TEST -RESPONSE CHARACTERISTICS: TESTED BY QUALIFIED TESTING AND INSPECTING AGENCY. 1.5 FIRE -RESISTIVE JOINT SYSTEMS A. DESIGNATION SYSTEM FOR JOINTS IN OR BETWEEN FIRE -RESISTANCE -RATED CONSTRUCTIONS: ALPHANUMERIC SYSTEMS LISTED IN UL'S "FIRE RESISTANCE DIRECTORY" UNDER PRODUCT CATEGORY XHBN. B. JOINTS IN OR BETWEEN FIRE -RESISTANCE -RATED CONSTRUCTION: EQUAL TO OR EXCEEDING THE FIRE -RESISTANCE RATING OF CONSTRUCTION THEY WILL JOIN. C. JOINTS AT EXTERIOR CURTAIN-WALL/FLOOR INTERSECTIONS: EQUAL TO OR EXCEEDING THE FIRE -RESISTANCE RATING OF THE FLOOR ASSEMBLY. D. JOINTS IN SMOKE BARRIERS: 1. L-RATING: NOT EXCEEDING 5.0 CFM/FT (0.00775 CU. M/S X M) OF JOINT AT 0.30 INCH WG (74.7 PA) AT BOTH AMBIENT AND ELEVATED TEMPERATURES. E. EXPOSED FIRE -RESISTIVE JOINT SYSTEMS: PROVIDE PRODUCTS WITH FLAME -SPREAD AND SMOKE -DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM E 84. F. VOC CONTENT: FIRE -RESISTIVE JOINT SYSTEM SEALANTS SHALL COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): 1. ARCHITECTURAL SEALANTS: 250 G/L. 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. G. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. H. ACCESSORIES: FORMING MATERIALS AND OTHER COMPONENTS NEEDED TO INSTALL FILL MATERIALS AND MAINTAIN RATINGS REQUIRED. END OF SECTION 078446 THERMAL AND MOISTURE PROTECTION (CONT) SECTION 079200 - JOINT SEALANTS 1.1 MATERIALS A. VOC CONTENT OF INTERIOR SEALANTS: PROVIDE INTERIOR SEALANTS AND SEALANT PRIMERS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24): 1. SEALANTS: 250 G/L. 2. SEALANT PRIMERS FOR NONPOROUS SUBSTRATES: 250 G/L. 3. SEALANT PRIMERS FOR POROUS SUBSTRATES: 775 G/L. B. SUITABILITY FOR CONTACT WITH FOOD: WHERE SEALANTS ARE INDICATED FOR JOINTS THAT WILL COME IN REPEATED CONTACT WITH FOOD, PROVIDE PRODUCTS THAT COMPLY WITH 21 CFR 177.2600. C. ELASTOMERIC JOINT SEALANTS: LIQUID APPLIED, CHEMICALLY CURING; ASTM C 920. 1. MULTICOMPONENT NONSAG NEUTRAL -CURING SILICONE SEALANT ES-1. 2. SINGLE -COMPONENT MILDEW -RESISTANT NEUTRAL -CURING SILICONE SEALANT ES-2. 3. SINGLE -COMPONENT MILDEW -RESISTANT ACID -CURING SILICONE SEALANT ES-3. 4. SINGLE -COMPONENT MILDEW -RESISTANT ACID -CURING RTV SILICONE SEALANT ES-4. 5. MULTICOMPONENT NONSAG POLYUREA SEALANT ES-5. 6. MULTICOMPONENT NONSAG POLYUREA FILLER ES-6. D. LATEX SEALANT LS-1: COMPLY WITH ASTM C 834, TYPE P, GRADE NF. E. JOINT -SEALANT BACKING: 1.2 JOINT -SEALANT SCHEDULE A. JOINT -SEALANT APPLICATION JS-1: EXTERIOR HORIZONTAL NONTRAFFIC AND TRAFFIC ISOLATION AND CONTRACTION JOINTS IN CAST -IN -PLACE CONCRETE SLABS. 1. JOINT SEALANT: ES-5. B. JOINT -SEALANT APPLICATION JS-2: EXTERIOR PERIMETER JOINTS BETWEEN WALL AND FRAMES OF DOORS AND WINDOWS. 1. JOINT SEALANT: ES-1. C. JOINT -SEALANT APPLICATION JS-3: EXTERIOR CONTROL AND EXPANSION JOINTS IN HORIZONTAL TRAFFIC SURFACES OF BRICK PAVERS, CERAMIC TILE, STONE PAVING UNITS, CONCRETE TILE. 1. JOINT SEALANT: MULTICOMPONENT POURABLE POLYSULFIDE SEALANT. 2. JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. D. JOINT -SEALANT APPLICATION JS-4: INTERIOR PERIMETER JOINTS OF EXTERIOR OPENINGS. 1. JOINT SEALANT: ES-3. E. JOINT -SEALANT APPLICATION JS-5: INTERIOR CERAMIC TILE EXPANSION, CONTROL, CONTRACTION, AND ISOLATION JOINTS IN HORIZONTAL TRAFFIC SURFACES. 1. JOINT SEALANT: ES-3. 2. JOINT -SEALANT COLOR: AS NOTED. F. JOINT -SEALANT APPLICATION JS-6: INTERIOR JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING WALLS, FLOORS, AND COUNTERS. 1. JOINT SEALANT: ES-3. 2. JOINT -SEALANT COLOR: TRANSLUCENT. G. JOINT -SEALANT APPLICATION JS-7: VERTICAL JOINTS ON EXPOSED SURFACES OF INTERIOR PARTITIONS. 1. JOINT SEALANT: ES-3. H. JOINT -SEALANT APPLICATION JS-8: PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF INTERIOR DOORS, WINDOWS. 1. JOINT SEALANT: ES-3. I. JOINT -SEALANT APPLICATION JS-9: HVAC JOINTS. 1. JOINT SEALANT: ES-2. 2. JOINT -SEALANT COLOR: ALUMINUM. J. JOINT -SEALANT APPLICATION JS-10: NON -POROUS MATERIAL TO NON -POROUS MATERIAL. 1. JOINT SEALANT: ES-4. 2. JOINT -SEALANT COLOR: CLEAR. END OF SECTION 079200 DOORS AND WINDOWS SECTION 081416 - FLUSH WOOD DOORS 1.1 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF DOOR INDICATED. INCLUDE DETAILS OF CORE AND EDGE CONSTRUCTION AND TRIM FOR OPENINGS. B. SHOP DRAWINGS: INDICATE LOCATION, SIZE, AND HAND OF EACH DOOR; ELEVATION OF EACH KIND OF DOOR; CONSTRUCTION DETAILS NOT COVERED IN PRODUCT DATA; LOCATION AND EXTENT OF HARDWARE BLOCKING; AND OTHER PERTINENT DATA. 1. INDICATE DIMENSIONS AND LOCATIONS OF MORTISES AND HOLES FOR HARDWARE. 2. INDICATE DIMENSIONS AND LOCATIONS OF CUTOUTS. 3. INDICATE REQUIREMENTS FOR VENEER MATCHING. 4. INDICATE DOORS TO BE FACTORY FINISHED AND FINISH REQUIREMENTS. 5. INDICATE FIRE -PROTECTION RATINGS FOR FIRE -RATED DOORS. C. WARRANTY: SAMPLE OF SPECIAL WARRANTY. 1.2 QUALITY ASSURANCE A. QUALITY STANDARD: AWI. 1. AWI QUALITY CERTIFICATION LABELS OR AN AWI LETTER OF LICENSING FOR DOORS. 2. WI -CERTIFIED COMPLIANCE CERTIFICATE FOR DOORS AND INSTALLATION. B. FIRE -RATED WOOD DOORS: POSITIVE PRESSURE TESTING. 1.3 DOOR CONSTRUCTION, GENERAL A. LOW -EMITTING MATERIALS: MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS THAT DO HAVE NO ADDED UREA FORMALDEHYDE. B. WDMA I.S.1-A PERFORMANCE GRADE: HEAVY DUTY UNLESS OTHERWISE INDICATED. 1.4 VENEERED -FACED DOORS FOR TRANSPARENT FINISH A. INTERIOR SOLID -CORE DOORS: 1. CORE: PARTICLEBOARD. 2. CONSTRUCTION: FIVE OR SEVEN PLIES, BONDED. 1.5 PRIMING/FINISHING A. SHOP PRIMING: 1. DOORS FOR OPAQUE FINISH: ONE COAT OF WOOD PRIMER. 2. DOORS FOR TRANSPARENT FINISH: STAIN AND FIRST COAT OF FINISH. B. FACTORY FINISHING: ALL DOORS. END OF SECTION 081416 DOORS AND WINDOWS (CONTINUED SECTION 08331 - OVERHEAD COILING DOORS 1.1 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE AND SIZE OF OVERHEAD COILING DOOR AND ACCESSORY. INCLUDE THE FOLLOWING: B. SHOP DRAWINGS: FOR EACH INSTALLATION AND FOR SPECIAL COMPONENTS NOT DIMENSIONED OR DETAILED IN MANUFACTURER'S PRODUCT DATA. INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK. 1. DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS, WEIGHTS, LOADS, REQUIRED CLEARANCES, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD CONNECTION. C. SAMPLES FOR INITIAL SELECTION: MANUFACTURER'S FINISH CHARTS SHOWING FULL RANGE OF COLORS AND TEXTURES AVAILABLE FOR UNITS WITH FACTORY -APPLIED FINISHES. 1. INCLUDE SIMILAR SAMPLES OF ACCESSORIES INVOLVING COLOR SELECTION. D. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF EXPOSED FINISH REQUIRED, PREPARED ON SAMPLES OF SIZE INDICATED BELOW. 1. CURTAIN SLATS: 12 INCHES (305 MM) LONG. 2. BOTTOM BAR: 6 INCHES (150 MM) LONG. 3. GUIDES: 6 INCHES (150 MM) LONG. 4. BRACKETS: 6 INCHES (150 MM) SQUARE. 5. HOOD: 6 INCHES (150 MM) SQUARE. E. DELEGATED -DESIGN SUBMITTAL: FOR OVERHEAD COILING DOORS INDICATED TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. 1. DETAIL FABRICATION AND ASSEMBLY OF SEISMIC RESTRAINTS. 2. SUMMARY OF FORCES AND LOADS ON WALLS AND JAMBS. F. QUALIFICATION DATA: FOR QUALIFIED INSTALLER. G. SEISMIC QUALIFICATION CERTIFICATES: FOR OVERHEAD COILING DOORS, ACCESSORIES, AND COMPONENTS, FROM MANUFACTURER. H. MAINTENANCE DATA: FOR OVERHEAD COILING DOORS TO INCLUDE IN MAINTENANCE MANUALS. 1.3 PERFORMANCE REQUIREMENTS A. OPERATION -CYCLE REQUIREMENTS: PROVIDE OVERHEAD COILING GRILLE COMPONENTS AND OPERATORS CAPABLE OF OPERATING FOR NOT LESS THAN 50,000 CYCLES AND FOR 25 CYCLES PER DAY. 1.4 DOOR ASSEMBLY A. GENERAL: FABRICATE OVERHEAD COILING GRILLE CURTAIN CONSISTING OF A NETWORK OF 5/16 INCH (8 MM) MINIMUM DIAMETER HORIZONTAL RODS, OR RODS COVERED WITH TUBE SPACERS, SPACED AS INDICATED. INTERCONNECT RODS BY VERTICAL LINKS APPROXIMATELY 5/8 INCH (16 MM) WIDE, SPACED AS INDICATED AND ROTATING ON RODS. 1. SPACE RODS AT APPROXIMATELY 1-1/2 INCHES (38 MM) O.C. 2. SPACE LINKS APPROXIMATELY 9 INCHES (228 MM) APART IN A STRAIGHT IN -LINE PATTERN. 3. ALUMINUM GRILLE CURTAIN: ASTM B 221(ASTM B 221M), ALLOY AND TEMPER RECOMMENDED BY ALUMINUM PRODUCER AND FINISHER FOR TYPE OF USE AND FINISH INDICATED. B. HOOD: ALUMINUM. C. MANUAL DOOR OPERATOR. 1.5 INSTALLATION A. FACTORY -AUTHORIZED REPRESENTATIVE TO [PERFORM STARTUP SERVICE AND TESTING] [AND] [TRAIN OWNER'S PERSONNEL]. END OF SECTION 08331 SECTION 08345 - DOUBLE ACTING SWING DOORS PART 1- GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. SOLID -CORE DOUBLE ACTING SWING DOORS WITH PLASTIC LAMINATE FACES. 1.2 SUBMITTALS A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, CORE DESCRIPTIONS, FIRE -RESISTANCE RATING, TEMPERATURE -RISE RATINGS, AND FINISHES. B. SHOP DRAWINGS: INCLUDE THE FOLLOWING: 1. ELEVATIONS OF EACH DOOR DESIGN. 2. DETAILS OF DOORS, INCLUDING VERTICAL AND HORIZONTAL EDGE DETAILS AND METAL THICKNESSES. 3. FRAME DETAILS FOR EACH FRAME TYPE, INCLUDING DIMENSIONED PROFILES AND METAL THICKNESSES. 4. LOCATIONS OF REINFORCEMENT AND PREPARATIONS FOR HARDWARE. 5. DETAILS OF ACCESSORIES. 6. DETAILS OF MOLDINGS, REMOVABLE STOPS, AND GLAZING. 1.3 STANDARD DOUBLE ACTING SWING DOORS A. GENERAL: PROVIDE DOORS OF DESIGN INDICATED, NOT LESS THAN THICKNESS INDICATED; FABRICATED WITH SMOOTH SURFACES, WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED FACES UNLESS OTHERWISE INDICATED. COMPLY WITH ANSI/SDI A250.8. 1. DESIGN: AS INDICATED. B. CORE CONSTRUCTION: 3/4 INCH (19 MM) EXTERIOR GRADE SOLID WOOD CORE MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS THAT DO NOT CONTAIN UREA FORMALDEHYDE. 1. VERTICAL EDGES FOR DOUBLE-ACTING DOORS: ROUND VERTICAL EDGES WITH 2-1/8 INCH (54 MM) RADIUS. 2. TOP AND BOTTOM EDGES: CLOSED WITH FLUSH OR INVERTED 0.042 INCH (1.0 MM) THICK, END CLOSURES OR CHANNELS OF SAME MATERIAL AS FACE SHEETS. 3. TOLERANCES: COMPLY WITH SDI 117, "MANUFACTURING TOLERANCES FOR STANDARD STEEL DOORS AND FRAMES." C. INTERIOR DOORS: FACE SHEETS FABRICATED FROM DECORATIVE HIGH PRESSURE LAMINATE. PROVIDE DOORS COMPLYING WITH REQUIREMENTS INDICATED BELOW BY REFERENCING ANSI/SDI A250.8 FOR LEVEL AND MODEL AND ANSI/SDI A250.4 FOR PHYSICAL PERFORMANCE LEVEL: 1. LEVEL 1 AND PHYSICAL PERFORMANCE LEVEL C (STANDARD DUTY). a. WIDTH: AS INDICATED ON DRAWINGS. D. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCING PLATES OF 18 GAUGE STAINLESS STEEL E. FABRICATE CONCEALED STIFFENERS AND HARDWARE REINFORCEMENT FROM EITHER COLD- OR HOT -ROLLED STEEL SHEET. 1.4 STOPS AND MOLDINGS A. MOLDINGS FOR GLAZED LITES IN DOORS: MINIMUM 0.032 INCH (0.8 MM) THICK. B. LOOSE STOPS FOR GLAZED LITES IN FRAMES: MINIMUM 0.032 INCH (0.8 MM) THICK, FABRICATED FROM SAME MATERIAL AS FRAMES IN WHICH THEY ARE INSTALLED. 1.5 STEEL FINISHES A. PRIME FINISH: APPLY MANUFACTURER'S STANDARD PRIMER IMMEDIATELY AFTER CLEANING AND PRETREATING. 1. SHOP PRIMER: MANUFACTURER'S STANDARD, FAST -CURING, LEAD- AND CHROMATE -FREE PRIMER COMPLYING WITH ANSI/SDI A250.10 ACCEPTANCE CRITERIA; RECOMMENDED BY PRIMER MANUFACTURER FOR SUBSTRATE; COMPATIBLE WITH SUBSTRATE AND FIELD -APPLIED COATINGS DESPITE PROLONGED EXPOSURE. B. FACTORY -APPLIED PAINT FINISH: MANUFACTURER'S STANDARD, COMPLYING WITH ANSI/SDI A250.3 FOR PERFORMANCE AND ACCEPTANCE CRITERIA. 1.6 COLOR AND GLOSS: AS INDICATED BY MANUFACTURER'S DESIGNATIONS. END OF SECTION 08345 STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 I - 0 1• 700 W. Pete Rose Way, Suite 460 Donald J. Rothman I Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License: 62078 APoFF`O�o N 2 5 2018 Ak C. D J: RETtio ', 9 N0 L.J. L.J.. W r� V M W 06 Ir- Z O w rrCO^ 0 vJ d D M (`M C) LL W J J LU J J = Q Q U W O a �N (STORE #: 56350 I PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA ICHECKED BY- M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CONSTRUCTION SPECIFICATIONS SCALE: NO SCALE SHEET NUMBER: G-012 a c c l:y E I ti O NI J a) t cc 06 0 co W NI U 2 L ``U^ CD C a) E U O c co O E Cn a) Cn Z) �` �1 LO co 6 0 0 bo T_ O N_ u7 N I r WALL TYPES LEGEND OExisting Wall - 8" CMU Block wall with 7/8" Stucco on the Exterior and Interior to have 20 Ga 6" (152 mm) metal studs 16" (406 mm) O.C. with R-19 Batt insulation and 5/8" (16 mm) gypsum board. OExisting Wall - 12" CMU Block wall with 7/8" Stucco on the Exterior and Interior to have 20 Ga 6" (152 mm) metal studs 16" (406 mm) O.C. with R-19 Batt insulation and 5/8" (16 mm) gypsum board. ONew Partition Wall To Structure Above 20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to structure with 5/8" (16 mm) moisture resistant gypsum board on one side to structure above and moisture resistant gypsum on other side to 6" above ceiling. Secure gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. 4O New Furred Wall To Structure Above 20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to structure with 5/8" (16 mm) Type "X" gypsum board on one side up to structure above. Secure gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. 5O New Partition Wall To Structure Above 20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to structure with 5/8" (16 mm) Type "X" gypsum board on one side to structure above and other side to underside of gypsum board ceiling. Secure gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. 9' - 10" FLOOR PLAN Scale: 1/4" = 1'-0" 6O New Partition Wall To Structure Above 11 New Partition Wall To 6" Above Ceiling 20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to 20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to 6" _ structure with 5/8" (16 mm) Type "X" gypsum board on above ceiling with 5/8" (16 mm) Type "X" gypsum board on one side to structure above and moisture resistant ti one side and moisture resistant gypsum board on other side gypsum on other side to underside of gypsum board to underside of gypsum board ceiling. Secure gypsum board ceiling. Secure gypsum board to studs with drywall to studs with drywall screws at 10" (254 mm) O.C. at panel screws at 10" (254 mm) O.C. at panel edges and 12" edges and 12" (305 mm) O.C. at intermediate supports. (305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 mm) O.C. From top of stud wall to structure above. O7 New Partition Wall To Structure Above 20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to structure with 5/8" (16 mm) Type "X" gypsum board on <12>New Partial Height Wall - Heavier Gauge Stud To 4'-0" one side to structure above and moisture resistant °�16 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. with gypsum on other side to 6" above ceiling. Secure j,o v 5/8" (16 mm) moisture resistant gypsum board on both gypsum board to studs with drywall screws at 10" (254 sides. Drywall screws @ 12" (305 mm) O.C. mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. 8O New Plumbing Wall to 6" Above Ceiling y 13 Existing Wall - 8" CMU Block wall with 7/8"y k 20 Ga 6" (152 mm) metal studs 16" (406 mm) O.C. with Stucco on the Exterior and Interior to have 20 Ga `t 5/8" (16 mm) moisture resistant gypsum board on both % n 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. �, o sides to drywall ceiling above and/ or to min. 6 above lay- with R-13 Batt insulation and 5/8" (16 mm) in ceiling as applicable. Secure moisture resistant gypsum r gypsum board. board to studs with drywall screws at 10" (254 mm) O.C. ti at panel edges and 12" (305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 mm) O.C. From top of stud wall to structure 14 New Furred Wall to 6" above ceiling above. 20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. to 6" above ceiling with 5/8" (16 mm) Type "X" gypsum 9O New Partition Wall to 6" above ceiling board on one side to underside of gypsum board v 20 Ga 6" (152 mm) metal studs 16" (406 mm) O.C. with ceiling. Secure gypsum board to studs with drywall 5/8" (16 mm) moisture resistant gypsum board on both screws at 10" (254 mm) O.C. at panel edges and 12" `t sides to 6" above ceiling. Secure gypsum board to studs (305 mm) O.C. at intermediate supports. with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 mm) O.C. from top of stud wall to structure above. 10 New Partition Wall To 6" Above Ceiling 20 Ga 3-5/8" (92 mm) metal studs 16" (406 mm) O.C. with w 5/8" (16 mm) moisture resistant gypsum board on both sides to underside of gypsum board ceiling. Secure gypsum board to studs with drywall screws at 10" (254 mm) O.C. at panel edges and 12" (305 mm) O.C. at intermediate supports. Provide 45 degree metal stud Diagonal Bracing @ 48" (1219 mm) O.C. From top of stud wall to structure above. T-101/2" J'-8" 5 NOTE: SEE SHEET A-501 & A-502 FOR WALL CONSTRUCTION DETAILS. vtKlt- T rKIUK I U UU1140 1. IVU 1 It- T AKUNI 1 M, I IIVIIVICUI/i I tLT Ut- HIV T UIZ)UKt_t'HIVI,T SHEET NOTES 1. EXISTING STOREFRONT DOOR. 2. ELECTRICAL PANELS. GC CONFIRM WITH WL AS INDICATED. MAINTAIN MINIMUM CLEARANCES AS REQUIRED BY CODE. REFER TO ELECTRICAL DRAWINGS. 3. EXISTING 42" REAR EXIT/ SERVICE DOOR. 4. ALIGN FACE OF FINISHED WALL. 5. EXISTING STOREFRONT WINDOW SYSTEM 6. CONSTRUCT NEW 4'- 0" HIGH PARTIAL HEIGHT WALL AS INDICATED. PROVIDE KNEE BRACE KIT #SKB AS MANUFACTURED BY PITTCON INDUSTRIES @ 4' - 0" O.C. MAXIMUM FINISH ALL EXPOSED EDGES. 7. EXISTING DT WINDOW. 8. GC TO INSTALL REINFORCED CONCRETE FLOOR SLAB AND VAPOR BARRIER OVER EXISTING COMPACTED FILL. SEE SPECIFICATIONS. NOTE: SEE SHEET A-101.1 FOR DOOR AND WINDOW SCHEDULES. 0 2' 4' 8' Scale: 1/4" = V-0" INTERIOR FLOOR PLAN 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. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE. C. ALL DOORS TO PROVIDE 32" MINIMUM CLEAR OPENING WHEN OPENED TO 90 DEGREE POSITION UNLESS OTHERWISE NOTED. D. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES MEET STARBUCKS AND/OR CODE REQUIREMENTS. E. INSTALL 5/8" MOISTURE RESISTANT GYPSUM BOARD ON BACKBAR WALL PER SPECIFICATION. F. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SHOWN OR NOTED OTHERWISE. G. STARBUCKS VENDOR TO PROVIDE HARDWARE SCHEDULE AND HARDWARE COMPONENTS TO INSTALL. H. "PRIOR TO SAW CUTTING, DRILL THROUGH SLAB TO DETERMINE THE THICKNESS. IF THICKNESS EXCEEDS 5", DO NOT SAW CUT. REPORT FINDINGS TO ARCHITECT FOR FURTHER EVALUATION" INTERIOR WALL LEGEND EXISTING WALL #O WALL TAG WALL BLOCKING KEY WALL BLOCKING KEY SYMBOL ITEM WEIGHT HEIGHT APPROXIMATE WIDTH Workroom Handsink 125LBS 3-0" to 3'4" 5'-7" Infront of 3-Comp Sink nB Shelves Above 3- 200LBS 5-8" to U-0" 6'-0" Centered Above Comp Sink 3-Comp Sink Shelves and Data Rack 300LBS 3-9" to T-2" T-0" Centered Above Manager's at Manager's Desk Desk and Data Rack �p Water Filtration System 200LBS 4'-0" to 6-6" See Plan �E Restroom Grab Bars 250LBS 2'-6" to 3'-0" 5'-0" Around WC F� Restroom Hand Sink 200LBS T-0" to 3'-4" 2'-6" Behind Sink Restroom Hand Dryer 200LBS T-0" to 4'-0" 2'-0" Starting 6" From Wall Comer H� Diaper Changing Station 250LBS 2'-4" to 4'-0" See Plan and Restroom Details I� DT Cubby 300LBS 5'-0" to T-10" Extent of Backbar Upper Casework CBE Shelves 300LBS 5'-0" to 5'-6" Extent of Backbar Upper Casework �K Menu Board 200LBS 5'-0" to T-10" Extent of Backbar Upper Casework �L Artwork/ Community 100LBS T-0" to 8'-10" Extent of Art/ Mural Frame Board - Provide fire treated 2x6 or 2x8 wood stud blocking as required to support any wall attachments. - See interior elevations for correct locations and dimensions. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 21-221 License: 62078 2018 J/.ReT�, I V r 3n t/v �T N� 1..1� �N L.L W L0 r1 v CM Z J Q 0 LL J J LU J_ 0 J J = w M w _ r a a �N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: FLOOR PLAN I SCALE: 1/4" = 1'-0" I SHEET NUMBER: A-101 v I•� c r_ c O EI r O N JI LL a) rn cc Cd O cM Cn =I U 7 cc U) c N E U O c C m O E to N to 1 co Cn 0 0 bo O N to N CD INTERIOR DOOR LEGEND ol TYPE A TYPE B TYPE E TYPE G TYPE K RESTROOM DOOR (TYPE E) SET #6 (1) CYLINDRICAL PRIVACY LATCHSET: FALCON T301 Q (FIC) 626 FINISH (3) DOOR HINGES 4.5 X 4.5 (NRP): STANLEY FBB179, US32D FINISH (1) DOOR CLOSER: LCN 4041, ALUMINUM FINISH (1) DOOR STOP WITH HOOK: ROCKWOOD 473,626 FINISH (2) KICK PLATE 10X34: ROCKWOOD 10X34, 630 FINISH (AT ALL RESTROOM DOORS) (1) RUBBER SILENCER: GLENN-JOHNSON 64 WORKROOM DOOR (TYPE G) SET #11 (1) ELIASON DOOR PACKAGED WITH HARDWARE. NOTE: ORDER DOOR WITH FRAME RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. INTERIOR DOOR SCHEDULE - "D" DESIGN ID COUNT DESCRIPTION FURN. BY I INST. BY COMMENTS DOOR 10086 1 DOOR - SINGLE IMPACT SB GC ELIASON; SEE HARDWARE SET # 11; DOOR DOUBLE ACTING - 361N 915MM TYPE G; DOOR FINISH: PL0019; FRAME FINISH: SW7645-SG 10190 2 DOOR - SINGLE FLUSH - 361N SB GC DOOR FINISH: SW7645-ES; FRAME FINISH: SW7645-SG BY GRAHAM DOORS OR EQUAL. SEE SPECIFICATION FOR ADDITIONAL INFORMATION, SEE HARDWARE SET # 6, DOOR TYPE E X2201 1 DOOR - STOREFRONT METAL EXIST EXIST EXISTING DOOR; LOCKNET FRAME DOUBLE - TYPE A X2202 1 DOOR - STOREFRONT METAL EXIST EXIST EXISTING DOOR; LOCKNET FRAME SINGLE - TYPE B X2203 1 DOOR - SINGLE FLUSH - EXIST EXIST EXISTING SERVICE DOOR SERVICE DOOR WINDOW SCHEDULE - "W" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS WINDOW 10118 1 WINDOW - DT HURRICANE RATED - 48X441N EXIST EXIST LL TO SPECIFY IMPACT 1205X1105MM - ALUMINUM GLASS OR NON -IMPACT GLASS AS REQUIRED. CONTACT DAN RADEK AT dan@ready-access.com 1-800-621-5045 STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License:62078 �.i `W 1 � �= v I.n . M J Q Q LL 0 J J ,wmaxx W LU Ix m J J_ Z O 0 Q Q = H M I— w 0 Lu 0 o� o W a a tiN STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: DOOR & WINDOW SCHEDULE SCALE: NO SCALE SHEET NUMBER: A-101.1 C C O EI r O NI J LL N rn cc 06 0 co U) �I to Y U CU U) c a� E U O c c O 5 fn L_ N fn Z) �` N O O bo T" O N LO N PENETRATION PLAN NOTES EQ EQ A. ALL STUB -UP DIMENSIONS ARE RELATIVE TO FINISHED T' 1'-6" DIMENSION DATUM POINT ALL CONDUIT STUB UPS TO WALL LOCATIONS (SHOWN AS OUTLINES ON THIS PLAN). EQ EQ BE WITHIN THIS BOUNDARY REFER TO FLOOR PLAN FOR WALL PLACEMENT. ALL CONDUIT STUB ALL CONDUIT STUB -UPS TO EQ. EQ DIMENSION DATUM POINT BE WITHIN THIS BOUNDARY B. FLOOR DRAIN: REFER TO CUT SHEETS FOR COMPONENT DIMENSION UPS TO R WITHIN THIS - _ _ DATUM POINT BOUNDARY _ _ _ `r' � lik w _ _ _ SPEC AND CUTOUT REQUIREMENTS. a C. WASTE LINE PENETRATIONS: REFER TO PLUMBING PLANS _a 3/4" LAN CONDUIT TO POS / SAFE FOR INDIVIDUAL LINE SPEC. PENETRATION TO BE LOCATED ih CY ON CENTERLINE OF WALL OR AS REQ'D PER CONDITIONS. w 3/4" POWER CONDUIT TO 3/4" POWER TO PASTRY CASE 3/4" ISOLATED GROUND ELECTRICAL PANEL POWER CONDUIT D. STUB -UP PENETRATIONS: REFER TO PLUMBING PLANS FOR CWF STUB UP 3/4" POWER FUTURE INDIVIDUAL STUB -UP SPEC. 1/2" PHONE TO MANAGERS DESK 3/4" LAN CONDUIT HW STUB UP E. TOILET FLOOR PENETRATION: REFER TO CUT SHEETS FOR MA CW STUB UP MANAGERS DESK 3/4" ISOLATED GROUND POWER CONDUIT 1/2" DATA TO MANAGERS DESK SECURITY TO STUB -UP LOCATION RELATIVE TO FINISHED WALL F. FLOOR PENETRATIONS AT MOP SINK: REFER TO PLUMBING STUB UPS -ESPRESSO STUB UPS - DOUBLE POS/ SAFE STUB UPS - FRONT BAR PLANS FOR INDIVIDUAL LINE SPECIFICATION. v Scale : 1 1 /2" = 1'-0" scale: 1 1 /2" = 1'-0" scale: 1 1 /2" = 1'-0" G. LOCATION OF DUPLEX OUTLET AT 181N AFF. COORDINATE LOCATIONS WITH STARBUCKS CM. REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION. H. ALL OUTLETS IN CAFE TO RECEIVE BLACK RECEPTACLES AND COVER PLATE. I. NEW DUPLEX FLOOR OUTLET. COORDINATE FLOOR RECEPTACLE LOCATION WITH TABLE LEG. J. INSTALL POWER STRIP AS INDICATED. K. LOCATION OF DUPLEX OUTLET AT 121N AFF. COORDINATE LOCATIONS WITH STARBUCKS CM. REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION. 10'- 6 1 /2" DATUM POINT- 9' - 6 1/4" B WORKROOM & g' - 2 3/4" RESTROOM P 10594 i< 7_ x, i x' 77 77 -777 CID - RESTROOM h�' 3 3/4" B VESTIBULE v P 10594 o M N co MEWS ch N b r o - RESTROOM WOMEN'S o A RESTROOM (IF 11 A 12' - 10 1 /2" 17' - 10 1/4" 18' - 4 1 /2" PENETRATION PLAN scale: 1/4" = 1'-0" PENETRATION SYMBOL LEGEND ,Q FLOOR SINK -®- FLOOR PENETRATION -E =m= -:I- ELECTRICAL PENETRATION AREA _ tt s WALL OUTLET ® FLOOR OUTLET .., CAFE/SEATING ■ DRAIN FLOOR SINK (RESTROOMS) n DATUM POINT [NOTE. SEE SHEET 1-101.1 FOR PLUMBING FIXTURE SCHEDULE . .. . .. ..... DATUM POINT - BEVERAGE PREP 0 2' 4' 8' Scale: 1/4" = 1'-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 Llcense:62078 UN 2 5 2018 CO • NNk J. REl .`ir �3 03 j W v Z) . co J Q 0 LL 0 w J J w � _J Z 0 Q J Q N=N L.L M w _ w r O� a� a N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: PENETRATION PLAN I SCALE: AS SHOWN SHEET NUMBER: A-102 e c c to O EI ti O CV JI tL a) rn c� 06 0 (M W Cl)I U U) c a) E U O c c to O Cn a) to Z) W, r CEILING TREATMENT SCHEDULE - "U" DESIGN ID I AREA DESCRIPTION FURN. BY I INST. BY COMMENTS OTHER 11302 1429SF ACT - WHITE - 2X4FT 61 X122CM JGC jGC IVINYL CLAD ACT AT BOH AREA PAINT SCHEDULE COLOR CODE DESCRIPTION LRV FURN. BY INST. BY COMMENTS SW6191-ES SW - CONTENTED - EGGSHELL 52 GC GC USE PRIMER CP-1 SW7645-ES SW - THUNDER GRAY - EGGSHELL 9 GC GC USE PRIMER CP-1 SW7645-SG SW- THUNDER GRAY -SEMIGLOSS 9 GC GC USE PRIMER CP-1 5/16" THREADED ROD 5/16" NUT TRACK SECTION TRACK LIGHTING - SUSPENDED MOUNT Scale: 3" = V-0" AT10'-0"AFF REFLECTED CEILING PLAN scale: 1/4" = 1'-0" HEADER AT7'-3"AFF RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. nt=rAvr_r% AT7'-6"AFF 21 TYP. OF 4 LIGHTING LEGEND A .t * TRACK HEAD: SPOT LIGHT AIMING TO MENU BOARDS, DISPLAY UNIT, COMMUNITY BOARD E TRACK HEAD: NARROW FLOOD LIGHT LJ4" RECESSED NARROW FLOOD LIGHT TRACK HEAD: SPOT LIGHT AIMING TO —� TABLES, CHAIRS AND COUNTERTOPS GYP. BD. CEILING AT10'-8"AFF nnnnn GYP. BD. CEILING AT9'-0"AFF C5 6 12 15 0 2' 4' 8' Scale: 1/4" = 1'-0" REFLECTED CEILING PLAN NOTES A. IF REQUIRED BY LOCAL CODE, LANDLORD CONTRACTOR TO PROVIDE SEMI -RECESSED SPRINKLER HEADS WITH POLISHED CHROME ESCUTCHEONS CENTERED IN ACOUSTICAL CEILING TILE. IF PENDANT HEADS ARE REQUIRED IN GYPSUM SOFFIT OVER FRONT BAR, CONCEAL SUPPLY PIPING WITHIN SOFFIT. LANDLORD CONTRACTOR TO SUBMIT SPRINKLER LAYOUT TO STARBUCKS CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. B. LANDLORD CONTRACTOR TO PROVIDE AND LOCATE SPRINKLERS PER LOCAL CODES. CONTACT STARBUCKS CONSTRUCTION MANAGER IF DESIGN INTENT IS AFFECTED. C. WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE ANGLE WALL MOLDING FOR REVEAL. MATCH CEILING GRID COLOR WHEN APPLICABLE. D. LEAVE (10) ADDITIONAL RETAIL CEILING TILES, TO MATCH RETAIL CEILING PAINT COLOR, ABOVE THE WORKROOM CEILING AT MANAGER'S DESK FOR FUTURE USE. E. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR FIXTURES OR SUPPORTS. F. HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) SHOWN FOR DESIGN INTENT ONLY. CONTACT PROJECT MANAGER IF CHANGED. G. DIFFUSERS AND RETURNS AT BACKBAR IN ACOUSTICAL CEILING TILE TO BE CENTERED IN TILE, PAINTED TO MATCH ADJACENT FINISHES, TYPICAL. H. PAINT ALL HVAC DUCTS, HVAC DIFFUSERS, RECESSED SPEAKERS AND LIGHT TRIM RINGS THE SAME COLOR AS CEILING OR SOFFIT. TYPICAL THROUGHOUT RETAIL PORTION OF STORE. I. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. SEE SCHEDULE SHEETS FOR SCHEDULES J. SEE LIGHTING DESIGN PLAN FOR FIXTURE TYPES AND LOCATION DIMENSIONS. K. ADJUST EACH TRACK HEAD AT MENU BOARD LIGHTING SO LIGHT BEAMS ARE POINTING CONSISTENTLY, JUST BELOW THE CENTER OF EACH MENU BOARD PANEL. SHEET NOTES 1. INSTALL 2' X 4' ACT CEILING AT WORKROOM AS INDICATED. 2. INSTALL GYPSUM BOARD CEILING/ SOFFIT AS INDICATED. 3. INSTALL LED STRIP LIGHT UNDER FRONTBAR COUNTER AND MENU BOARDS AS INDICATED. 4. LINE OF SOFFIT/ HEADER. 5. PAINT EXPOSED CEILING SURFACE AS INDICATED. 6. PAINT RECESSED LIGHTING TRIM TO MATCH CEILING AS CLOSELY AS POSSIBLE. 7. LOCATIONS OF ALL EGRESS LIGHTING FOR REFERENCE ONLY. GC TO VERIFY WITH LOCAL FIRE MARSHAL PRIOR TO INSTALLATION. 8. ALIGN FINISHED SURFACES. 9. LINE OF PASTRY CASE BELOW. 10. LOCATION OF ALL SWITCHING. 11. GC TO COORDINATE SECURITY CAMERA QUANTITIES AND LOCATIONS WITH STARBUCKS' CONSTRUCTION MANAGER. 12. GC TO PAINT ALL HVAC DUCT WORK, SUPPLY/ RETURN DIFFUSER GRILLES TO MATCH SURROUNDING CEILING COLOR. 13. REFER TO INTERIOR ELEVATIONS FOR MENU BOARD SPACING. 14. INSTALL SURFACE MOUNTED SPEAKERS AT MAXIMUM HEIGHT ALLOWABLE. 15. REFER TO SHEET A-104 FOR LIGHTING LOCATIONS AND INFORMATION. 16. INSTALL ROLLER SHADES AS INDICATED. 17. ILLUMINATED EXTERIOR WORDMARK BY SIGNAGE VENDOR. TO BE PERMITTED SEPARATELY. NOT INCLUDED IN BUILDING CONTRACT. 18. ILLUMINATED EXTERIOR DRIVE-THRU SIGN BY SIGNAGE VENDOR. TO BE PERMITTED SEPARATELY. NOT INCLUDED IN BUILDING CONTRACT. 19. SELF -ILLUMINATED EXTERIOR SIGNAGE BY SIGNAGE VENDOR. TO BE PERMITTED SEPARATELY. NOT INCLUDED IN BUILDING CONTRACT. 20. REFER TO EXTERIOR ELEVATIONS FOR SIGNAGE MOUNTING HEIGHTS. 21. EXISTING EXTERIOR CEILING LIGHT. 22. EXISTING EXTERIOR WALL SCONCE. REFER TO EXTERIOR ELEVATIONS FOR MOUNTING HEIGHT. 23. EXISTING SECURITY LIGHT. 24. EXISTING CANOPY/ AWNING. NOTE: REFER TO SHEET 1-101.1 FOR FURNITURE & DATA DEVICE SCHEDULES. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Reberling, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 Llcense:62078 OF F4 10'�' N 2 5 2018 n�1 PLO J. p, ..� /Y.. ,aOA A% o , AA ON, I..L L.L Ln (= v ('M Z) . J Q C) LL J COco LU J 0 J = Zo Qa� CM w _ w O W a a O tiN STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: REFLECTED CEILING PLAN SCALE: 1/4" = l'-0" SHEET NUMBER: A-103 c c O EI o NI J LL a) rn ca 06 0 ce) U) In U CD c a) C) O n c c 4� O E a) CIO Z) lwk to 6i 0 O Co 0 N to N CD LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY BULB COMMENTS EXIT 11517 3 EMERGENCY EXIT LIGHT - BLACK SB GC LED 5W LOW ENERGY OR EQUAL 11611 2 EMERGENCY EXIT LIGHT - WHITE SB GC LED 5W LOW ENERGY OR EQUAL 11649 2 EMERGENCY LIGHT DOUBLE - WHITE SB GC CED RECESSED CAN 15077 10 CAN - RECESSED HOUSING LED - 41N 100MM - SB GC NEW CEILING 15081 10 CAN - RECESSED TRIM ADJUSTABLE WITH SB GC INTEGRATED LED LED ENGINE - 41N 100MM - BLACK - 60OLM NFL SCONCE 16593 2 SCONCE - LED RESTROOM VANITY TUBULAR - SB INTEGRATED LED OPAL GLASS AND BRUSHED NICKEL JGC STRIP 14410 3 LED TAPE LIGHT WITH HOUSING & DIFFUSER SB GC INTEGRATED LED DESIGN TO SPECIFY CED (1) 29' - 4" LENGTH (2) 12' - 10" LENGTH TRACK 12946 2 TRACK - WITH CONNECTORS - 4FT 122CM - SB GC ALL BAR / CAFE TRACK LIGHTING TO BE RUN THROUGH 1A BLACK / 2A CURRENT LIMITING DEVICE #RCLF12BL-TCL2BL; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 12947 2 TRACK - WITH CONNECTORS - 8FT 244CM - SB GC ALL BAR / CAFE TRACK LIGHTING TO BE RUN THROUGH 1 A BLACK / 2A CURRENT LIMITING DEVICE #RCLF12BL-TCL2BL; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 12948 7 TRACK- WITH CONNECTORS- 16FT 488CM - SB GC ALL BAR / CAFE TRACK LIGHTING TO BE RUN THROUGH 1 A BLACK / 2A CURRENT LIMITING DEVICE #RCLF12BL-TCL2BL; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 12949 3 TRACK - WITH CONNECTORS - 12FT 365CM - SB GC ALL BAR / CAFE TRACK LIGHTING TO BE RUN THROUGH 1A BLACK / 2A CURRENT LIMITING DEVICE #RCLF12BL-TCL2BL; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 12955 60 TRACK - FIXTURE OPEN FLARED - 3.51N 90MM SB GC (1) 14516 - LED PAR 20 - BLACK 50OLM SPOT BLACK, OR EQUAL 12958 13 TRACK - FIXTURE OPEN FLARED - 51N 125MM - SB GC (1) 14673 - LED PAR 30 BLACK 85OLM NFL BLACK, OR EQUAL 15058 3 TRACK - WITH CONNECTORS - 6FT 183CM - SB GC ALL BAR / CAFE TRACK LIGHTING TO BE RUN THROUGH 1A BLACK / 2A CURRENT LIMITING DEVICE #RCLF12BL-TCL2BL; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION TROFFER 15057 6 TROFFER - LED RECESSED - 24X481N SB GC INTEGRATED LED CED 1 600X1200MM - WHITE - 390OLM BULB SCHEDULE - "L" DESIGN ID COUNT DESCRIPTION FURN. BY I INST.BY COMMENTS LAMP a 14516 60 LED PAR 20 50OLM 2700K SPOT - BLACK jSB jGC 14673 13 LED PAR 30 850LM 2700K NFL - BLACK jSB jGC �/ TYP. OF 4 O 0 O $ RESTROOM TYP. OF 2 VESTIBULE O O X x 16593 ILI 11649 1,01,5081 L 15081 (3) a L 11517 5 ` L 15077 w ' . 5 L 15077 (3) 1 I 1' -3" `2 a EQ EQ (2) L 15081. ` L 12948 L 12949 (2) L 150�7 41/ ` _ I °) °' L 12955 (10) , E L 14516 (10) i. I CAFE/SEATING L 12947 (ASSEM BLY) L 12955 (5) L 14516 (5) 1 2 6- 11" 13'-6" L 12947 RETAIL — - — 49L L 12955 (3) (ASSEMBLY) 14516 (3) 6 A�33' - 11" AL-2k, A,-4 L 1144101 t —=_ — — — — = t i , I 1 BEVERAGE ---� -- ----- - —PREP117 1 KITCHEN s Y, y , 6 g (2) L 14410 (2) TYP. OF 4 (10) (10) DIMENSIONED CEILING AND LIGHTING PLAN Scale: 1/4" = 1'-0" H L 15058 L 12948 L 12958 L 12955 L 14673 L 14516 s L-( 8 O O 0 TYP. OF 41 0 L 12948 (2) L 12955 (16) L 14516 (16) L 15058 L 12949 (2) (3) L 14673 (3) L 12908 s— gip; C-4 M 0 2' 4' 8' Scale: 1/4" = 1'-0" 5 Ll 11517 0 DIMENSIONED CEILING AND LIGHTING PLAN NOTES A. WHERE ACOUSTICAL CEILING MEETS WALL, PROVIDE ANGLE WALL MOULDING FOR REVEAL. MATCH CEILING GRID COLOR WHEN APPLICABLE. B. PAINT SUBSTITUTIONS ARE NOT ALLOWED. USE STARBUCKS' NATIONAL ACCOUNT "COLOR CODE" WHEN ORDERING PAINTS. SEE SHEET 1-602 FOR PAINT SCHEDULES. C. ALL FIXTURES IN FOOD PREPARATION AREA SHALL HAVE SHATTERPROOF LAMPS IF THE FIXTURE IS NOT LENSED. D. PROVIDE GROMMET AT ALL CEILING PENETRATIONS FOR FIXTURES/ SUPPORTS. E. ADJUST FOCUS OF ALL TRACK AND RECESSED DIRECTIONAL LIGHTING TO FULLY ILLUMINATE ALL ARTWORK, MENU BOARDS, AND MERCHANDISE BAYS. F. IF PENDANT SUSPENDED LENGTH EXCEEDS 48" (1220MM) FROM CEILING, REPLACE WITH SURFACE -MOUNTED PENDANT AND SUSPEND WITH GC -SUPPLIED CONDUIT AND J-BOX TO DIMENSIONED HEIGHT. G. CENTER EMERGENCY/ EXIT LIGHTS ABOVE DOORS, LION. SHEET NOTES 1. INSTALL RECESSED CAN LIGHTS AS INDICATED. 2. INSTALL SUSPENDED TRACK LIGHTING AS INDICATED. REFER TO INTERIOR ELEVATION FOR MOUNTING HEIGHT. 3. INSTALL RECESSED TROFFER LIGHTS AS INDICATED. 4. MOUNT RESTROOM WALL SCONCE WITH CENTER OF J-BOX AT 6'- 8" AFF AS INDICATED ON RESTROOM ELEVATIONS. 5. LOCATIONS OF ALL EGRESS LIGHTING FOR REFERENCE ONLY. GC TO VERIFY WITH LOCAL FIRE MARSHAL PRIOR TO INSTALLATION. 6. INSTALL LED STRIP LIGHT UNDER FRONTBAR COUNTER AND MENU BOARDS AS INDICATED. 7. EXISTING EXTERIOR SOFFIT LIGHT. 8. EXISTING EXTERIOR WALL SCONCE. REFER TO EXTERIOR ELEVATIONS FOR MOUNTING HEIGHT. 9. EXISTING SECURITY LIGHT. LIGHTING LEGEND �, TRACK HEAD: SPOT LIGHT AIMING TO MENU BOARDS, DISPLAY UNIT, COMMUNITY BOARD TRACK HEAD: NARROW FLOOD LIGHT rI 4" RECESSED NARROW FLOOD LIGHT LJ /11 TRACK HEAD: SPOT LIGHT AIMING TO k--/ TABLES, CHAIRS AND COUNTERTOPS RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 Ucense: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 Ucense:62078 F4 5 2018 -0 J. F?, O ARu. ; 303 ' 0 N0 I..L I..L W r= v I.() . CM J Q 0 LL U) J_j Z LU J J_ = Z 0 Q Q w CM w 0 rm- _ w 0- a iQ tiN I.LI STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: DIMENSIONED CEILING AND LIGHTING PLAN SCALE: 1/4" = 1'-0" SHEET NUMBER: A-104 F� C C O EI ti O NI J s rn ca 06 O cM 00 NI U J2 cv c N U O 0 C C_ C _a O a) to U Q O 0 O bo O N u7 N O ce) co 0 00 OF pn IA/AI I F() MEN'S RR - NORTH Scale: 1/2" = 1'-0" MIRROR SOAP DISPENSER + be MEN'S RR - EAST Scale: 1/2" = 1'-0" Z zz _-- -- -- HAND T" DRYER FLOOR DRAIN WALL MOUNTED SINK i DIAPER CHANGING /'- STATION 4 i/ 3 A-401 5 2 K MEN'S RESTROOM cN/ o �I 36" (MIN.) HORIZONTAL GRAB BAR EFFICIENT SINGLE FLUSH TOILET (ADA) 1'-6" )K RESTROOM VESTIBULE RESTROOM SIGNAGE co 6" RESTROOM IGNAG SIGNAGE — CL 4 d j r ' do 18" (MIN) VERTICAL_46 ' - I GRAB BAR 48" (MIN) TOILET PAPER SEAT COVER CL HORIZONTAL DISPENSER DISPENSER GRAB BAR 6'- 1 1 /4" ENLARGED RESTROOM PLAN scale: 3/4" = 1'-0" C: z LL C: C be TILE START 4 MEN'S RR - SOUTH CD WOMEN'S SEAT COVER RESTROOM DISPENSER COAT HOOK 8 18" (MIN) �l VERTICAL 7 A-401 9 GRAB BAR TOILET PAPER DIAPER CHANGING 6 ao ,;' DISPENSER w STATION r (0 HAND DRYER 48" (MIN) i HORIZONTAL GRAB BAR FLOOR DRAIN WALL MOUNTED ' SINK % J , / MIRROR EFFICIENT SINGLE SOAP FLUSH TOILET (ADA) 6" DISPENSER 36" (MIN.) HORIZONTAL GRAB BAR T-10" 0 1' 2' 3' Scale: 3/4" = 1'-0" a a n2 SW7645-SG Q 10157 1 ILt Zo I FAN I POINT i i l 1 0 NN • ALIGN F 10756 4 B 11403 MEN'S RR - WEST scale: 1/2" = 1'-0" OF EQ WALL EQ �WOMEN'S RR - NORTH Scale: 1/2" = 1'-0" WOMEN'S RR - SOUTH scale: 1/2" = 1'-0" z LL C: C is c ac z W U C 'm 0 00 TII C CTAMT BABY CHANGING STATION NOTES 1. CHANGING STATION IS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. UNIT IS TO BE FASTENED TO STRUCTURE AT ALL SIX CHASSIS ATTACHMENT POINTS. STANDARD INSTALLATION IS ATTACHMENT TO WOOD STUDS AND/OR WOOD BLOCKING. FOR NON-STANDARD FRAMING CONDITIONS OTHER THAN CONCRETE, USE TOGGLER SNAPTOGGLE HEAVY DUTY TOGGLE BOLTS TO SECURELY ATTACH CHASSIS TO WALL. FOR CONCRETE WALLS, USE FISCHER S-PLUG FIXINGS TO ANCHOR FASTENERS. SUBSTITUTION OF FASTENERS OTHER THAN THE MANUFACTURER AND PRODUCT SPECIFIED IS NOT ALLOWED WITHOUT PRIOR APPROVAL. LOAD TEST AFTER INSTALLATION WITH 100 LB. WEIGHT FOR 15 MINUTES. 2. LOCATE STATION TO ALLOW NECESSARY CLEARANCE FOR OPERATION OF ALL RESTROOM FIXTURES. LOCATION SHALL NOT IMPEDE ACCESS, EGRESS, OR DOOR SWING. VERIFY ANY ALTERNATE LOCATION OR INSTALLATION APPROACH WITH STARBUCKS PROJECT LEAD. ENLARGED RESTROOM PLAN NOTES A. DETAILS ARE FOR REFERENCE ONLY. B. ALL RESTROOM ACCESSORIES MOUNTING HEIGHTS TO MEET ACCESSIBILITY REQUIREMENTS PER STARBUCKS ACCESSIBILITY STANDARDS. C. 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. D. DIMENSIONS ARE TO FACE OF FINISHED SURFACE. SHEET NOTES 1. INSTALL ADA-COMPLIANT ANTI -SCALED DRAINPIPE INSULATION SYSTEM. PRODUCT SHALL BE SYSTEM DESIGNED AND MANUFACTURED SPECIFICALLY FOR THIS PURPOSE. 2. INSTALL NEW WALL TILE AT RESTROOMS AS INDICATED. SEE DETAIL 1/A-504. 3. MOUNT RESTROOM WALL SCONCE WITH CENTER OF J-BOX AT 6'- 8" AFF. 4. COAT HOOK MOUNTED @CEOF DOOR AS SHOWN AT 4'-0"AFF. HT AS INDICATED. WOMEN'S RR - EAST scale: 1/2" = 1'-0" TII r ['�TAI"]T 9 WOMEN'S RR - WEST o 1' 2' 4' scale: 1/2 = 1 -0 Scale: 1/2" = 1'-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 Ucense: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 Llcense:62078 yE - . - t ��o ► 25 2018 o�PLD J. R 1 7303 N� I..1_ w �I v L0 . M J Q p IL 0 CnLU J m J LLI Q KJ w p J J = r w cow O r = w a a p ti LIJ N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: ENLARGED RESTROOM PLAN AND ELEVATIONS SCALE: AS SHOWN SHEET NUMBER: A-401 lL a LL C a C z LL C b: O �I ti O N JI LL_ r� cU 06 0 (M U) �I U (n N c N U O C c O J9 U Q (O O O 0 00 O N u7 N (0 MENU BOARD FRAME FINISH: WD0073 MENU BOARD MENU BOARD HARDWARE GREEN BOARD TILE SUBSTRATE BY G.C. BACKBAR TILE @ EXPOSED WALL SURFACE BETWEEN 11'-10" AND TOP OF BACKSPLASH SOLID SURFACE COUNTERTOP W/ INTEGRAL BACKSPLASH FINISH: CP0066 2'-10" A.F.FAA_X.)- - - - (BACKBAR COUNTERTOP) ELECTRICAL OUTLET TILE BASE LEG BASE NOTES: 1O 1'-7" AFF (CW SUPPLY) 2O 1'-6" AFF (CWF SUPPLY) 3O V-5" AFF (HW SUPPLY) OVARIES: 1/4" PER FOOT FALL (ABS 2" WASTE LINE) WALL SECTION AT BACKBAR Scale: 3/4" = 1'-0" i 2 U w w CO 20GA. SLIP TRACK W/ (2)-#8 TEKS TO 18GA. PLATE @ 24" O.C. (4) #10 TEK SCREWS, TYP. CONT. TRACK SIZE TO MATCH STUD METAL ROOF METAL ROOF DECK DECK 18GA.x2" WIDEx16" LG FLAT STRAP PLATE ATTACHED 20GA. SLIP TRACK W/ TO DECK W/(1) #8 TEK (2) #8 TEKS TO ROOF EACH FLUTE DECK @ 24" O.C. 3 5/8" (CSJ TYPE) 3 5/8" (CSJ TYPE) STUD @ 16" O.C. STUD @ 16" O.C. VT SEE TABLE FOR GAUGE SEE TABLE FOR GAUGE 3 5/8"x18GA. (CSJ TYPE) BRACE @ 48" O.C. TO DECK ABOVE. OMIT IF DECK IS LESS THAN 16'-0" FROM FINISH FLOOR. \_3 + ++ 3 5/8"x18GA. (CSJ TYPE) BRACE @ 48" O.C. TO DECK ABOVE. OMIT IF DECK IS LESS THAN 16-0" FROM FINISH FLOOR. (4) #10 TEK SCREWS, 5/8"x18GA. METAL TYP. STUD CONT. 3 5/8"x18GA. METAL - STUD CONT. H C� z w J w Q m m z 3/8" HILTI KWIK BOLT 3 3/8" HILTI KWIK BOLT 3 EXPANSION BOLTS EXPANSION BOLTS @ 1'-4" O.C. (2 1/2" EMBED.) @ V-4" O.C. (2 1/2" EMBED.) #10-16 SCREWS CONT. TRACK SIZE #10-16 SCREWS (EA. FLANGE) TO MATCH STUD (EA. FLANGE) e PARALLEL TO ROOF DECK FLUTE DIRECTION PERPENDICULAR TO ROOF DECK FLUTE DIRECTION NEW PARTITION WALL TO STRUCTURE Scale: 3/4" = 1'-0" METAL STUDS (PER WALL TYPE) @ 16" O.C. TO UNDERSIDE OF ROOF STRUCTURE, TO MINIMUM OF 6" ABOVE SUSPENDED CLG OR TO UNDERSIDE OF EXIST SOFFIT OR CLG. MTL STUDS TO MEET I.C.B.O. #1715 OF EQ. NAIL STUD RUNNER TO FLR W/ HILTI NK FASTENERS, 1 1/8" MINIMUM PENETRATION @ 32" O.C. MAX. (I.C.B.O. #2388) EXIST CONIC SLAB SECTION Coil FLOOR NEW PARTITION WALL 6" ABOVE CEILING Scale: SECTION A CEILING 5 I-507 ESPRESSO SHROUD 1" X 2" CONT. GALV. STL. ANGLE CONTINUOUS TOP CLEAT GYP BOARD ESPRESSO CAP. ' — " SECURED TO CABINET W/� SOLID SURFACE ESPRESSO (2) 1-1/2" #10 SCREWS 61.4 14410 : LED LIGHT FINISH: CP0066 EVERY 16" OC X1012 : LIGHT VALANCEJ _ - --2'-10" AFF (COUNTERTOP) CONTINUOUS BLOCKING HANGING CABINET CASEWORK PANELS ATTACHED T6 DIE WALL WITH CLEAT SYSTEM ANCHOR BOTTOM CLEAT TO - - - - - - - - - -2'-2" AFF (ELEC. J-BOXES) WALL W/ 1-3/4" #10 SCREWS" ALL PLUMBING LINES TO BE r O I011 ANCHOR CABINET CLEAT MOUNTED 1" (NOMINAL) FROM � 1'-7" AFF (CW Supply) �' W/ LONG MURAKAKOSHI BOLTS WALL FOR CLEANING - - - - - - STUD(S) MINIMUM OF (2) PER FRONT BAR DIE WALL o- - - - - - - - - - - - 1'-6" AFF (CWF Supply) - - - - - - , - CABINET BAY @ BARISTA 1'-5" AFF (HW Supply) a -------- VARIES; 1/4" PER FT. FALL ANCHOR CABINET TO CONTINUOUS METAL ANGLE (ABS 2" WASTE LINE) ANCHOR BOTTOM CLEAT W/ 1-1/2" LONG MOUNTED TO PLYWOOD REMOVABLE CABINET BACK PANEL BLOCKING TO WALL W/ (2) 1- MURAKOSHI BOLTS WALL, UNDER FINISH PANELS 1/4" #10 SCREWS EVERY 16" MINIMUM OF (2) PER TILE BASE FRP INT SURFACE OC STAGGERED CABINET BAY /j77 6" ADJUSTABLE METAL LEGS WALL SECTION AT DIEWALL Scale: 1" ANCHOR DETAIL scale: 3" = 1'-0" 3 A-501 J 20 GA. 3 5/8" MTL STUD BRACING @ 48" O.C.. ATTACH TO PARTITION FRAMING W/ 3/8" PAN HEAD TYPE "S" SCREWS. USE LATERAL BRACING WHEN PARTITION FRAMING DOES NOT ATTACH TO ROOF STRUCTURE. a U w w m 6"x20GA. CONT. METAL STUD (2) #12-24 SCREWS a 6" STUD 7++- STITCH STUDS TOGETHER W/#10-16 SCREWS @ 12" O.C. HORIZ. BRACE - SEE CHART JOIST J HORIZ. METAL S-''- NOT SHOWN FC 6"x20GA. METP CLIP L6x4x14GA. x 0'-6"LG. (LLV) SUSPENDED CLG, AS OCCURS 5/8" GWB TYPE "X" BOTH SIDES TO MINIMUM OF 6" ABOVE CLG. TYPE "S" DRY- WALL SCREWS AT 8" O.C. TO VERTICAL EDGES AND 12" O.C. TO INTERMEDIATE STUDS. STAGGERING JOINTS 24" O.C., EACH SIDE. 3 5/8"x2C BRACE L6x6x14GA.x0'-4"LG. (LLH) W/(4) #10-16 SCREWS 6"x20GA. BRACE DETAIL A 3/4"=1'-0" - BRACE ATTACHMENT DETAILS Scale: 3/4" = 1'-0" 3-5/8" 20GA METAL STUDS. m 3 5/8" METAL STUD SCREWS (2) #12-24 SCREWS (TYP. @ JOIST CHORD ANGLE TOP & BOT.) - --TAL STUD ``' SCREWS -24 SCREWS DETAIL B 3/4"=1'-0" - 2 � ` SEE RCP FOR HEIGHT_ - - VARIES W/ DOORS_ 5/8" GYPSUM BOARD. METAL TRIM, FLOAT AND TAPE. BOTTOM ELEVATION VARIES - SEE PLAN. HEADER DETAIL scale: Not to Scale WALL TYPE FASTENER SCHEDULE WALL TYPE WALL BLOCKING FASTENERS NOTES WOOD FRAME X #8 X3" (75MM) W D OR EQUIVALENT REFER TO BLOCKING REQUIREMENTS METAL FRAME X #6CT. X11/4" (30MM) MTLIWD REFER TO BLOCKING REQUIREMENTS OR EQUIVALENT CMU MIN. 5/16"X3" (8MMX75MM) SPACE PER DETAIL THIS SHEET TAPCON OR EQUIVALENT CONCRETE MIN. 1/4"X3" (7MMX75MM) SPACE PER DETAIL THIS SHEET SLEEVE ANCHOR OR EQUIVALENT BRICK MIN. 1/4"X1" (7MMX25MM) SPACE PER DETAIL THIS SHEET WEDGE ANCHOR OR EQUIVALENT AVOID SETTING ANCHORS IN MORTAR JOINTS ATTACH STUD TO BEAM W/ KICKER AS REQ'D. NEW CLG. STUD WALL BLOCKING REQUIREMENTS: WOOD STUD WALLS REQUIRE MIN. 1"X6" (50MMX150MM) WOOD BLOCKING SECURED FLUSH TO STUD FACE WITH (3) 10D NAILS (OR EQUIVALENT) METAL STUD WALLS REQUIRE MIN. 1"X6" (50MMX150MM) WOOD BLOCKING SECURED FLUSH TO STUD FACE WITH MIN. (3) #6 CT. 1.25" (30MM) SCREWS (OR EQUIVALENT) VARIES or 00 VERIFY IN -WALL BLOCKING OR EQ EQ EQ EQ EQ EQ EQ ENSURE SOLID ATTACHMENT (6) FASTENERS EVENLY SPACED 3" (75MM) OF CLEAT TO WALL AT EACH MINIMUM. ACROSS OPENING (TYPICAL AT ALL STUD CABINETS) CENTER FASTENERS VERTICALLY ON WALL CLEAT CENTER FASTENERS SOLIDLY ATTACHED TO WALL. SEE "WALL TYPE VERTICALLY ON WALL CLEAT • FASTENER SCHEDULE" FOR SPECIFICATION. SOLIDLY ATTACHED TO WALL. ----- _-_-_-_ SEE SCHEDULE "WALL TYPE ---------_-_ ADJUSTABLE SHELF (IF APPLICABLE) FASTENER SCHEDULE" FOR SIMILAR FASTENERS AT EACH STUD LOCATION SPECIFICATIONS. • ACROSS OPENING (TYPICAL AT ALL CABINETS) 1 "X4" (25MM X 100MM) METAL TRIM TO BE PAINTED FURRING STRIP OR EQUIVALENT UPPER CABINET ATTACHMENT Scale: 1" = 1'-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 Ucense:62078 Rol O F Fz o`�i UN 2 5 2018. . o�PN'p J. RETy '•�.� Ru;i1-03 ` 'A. Q Li. �NN I..1� W F_ r= v L0 . CM J Q Q LL 0 &j J m J Q �( W J J = F- I M F- w w o O _ a a �N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEED© AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA CHECKED BYO M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CONSTRUCTION DETAILS SCALE: AS SHOWN SHEET NUMBER: A-501 F� C c O EI ti NI J LL N� I.L m 06 C co 07 Z) co Y U i:o U) c a� E U O 0 c C c O N rn 5 A-501 "I GYP.BOARD I PAINT FINISH AS SCHEDULED WOOD TRIM FINISH: WD0073 10 I _ E I I-501 Ll 20 GA 3-5/8" MTL _ GYP.BD.CEILING STUDS ON 16" O.C. FINISH: P571-ES I CEMENT BOARD TILE FINISH AS _ 9- 0" A.F.F_(V.LFj SCHEDULED B/O GYP.BD.CElLIN� i i ENGINE AREA CEMENT BOARD I I TILE FINISH AS SCHEDULED DT AREA CEMENT BOARD TILE FINISH AS 7'76" A.F.F. (V.I.F.)_ _ _ _ _ _ SCHEDULED _MF7B/O GYP.BD.HEADER BLACK SCHLUTER JOLLY, INSTALLED PER MANUFACTURER RECOMMENDATIONS BLACK FINISH HEADER AT DT \ scale: 1 1/2 = 1 -0 1. NOTES: 1. 45 LBS DEAD LOAD PER OPENING FOR LIQUID STORAGE OVER AND ABOVE THE CASEWORK ITSELF. 2. A LIVE LOAD OF A PARTNER EITHER PULLING AND OR CLIMBING ON THE CASEWORK. 6 A-502 4 A-502 1-3/4" X 3-1/2" SHIM FASTEN TO WALL WITH (3) FASTENERS TO MATCH CLEAT WALL ANCHORS #10 X 1-1/2" WOOD SCREWS CENTERED ON LOWER CLr 7 SECTION #10 X 1-1/2" W( A-501 SCREWS a CENTERED O� LOWER SHIM BLOCKING AT CASEWORK scale: 1/2" = 1'-0" (E) STEEL / DECKING (E) STL TRUSS PER PLAN J L CONT SLOTTED DEFLECTION TRACK PER SCHEDULE W/ 1 1/2" VERTICAL SLOTS, ATTACH TO 2x M (3) #10x1 1/4" SCREWS STL STUD @ 16" O.C. PER SCHEDULE #8 SCREW EA SIDE OF TRACK TO STUD (E) SLAB PER PLAN 4" MIN, FIELD VERIFY 2x6 FLAT @ 24" O.C. W/ 1/2" THRU BOLT IN BETWEEN VALLEYS OF ECKING PROVIDE PL WASHERS 1/4 X 2" X 3 1/2" @ TOP & BOTT. OF CHOP L 6-0" MAX SPAN 33 M IL STUD BLOCKING PER DET 2/S-0002, TYP GWB SHEATHING PER ARCH CONT BOTTOM TRACK PER SCHEDULE W/ HILTI 0.157" XU PAF W/ 1 1/2" MIN EMBED @ 8" O.C. STAGGERED, TYP 1.$ TYP MTL STUD PARTITION WALL scale: 3/4 - 1 -0 20 GA 3-5/8" N STUDS ON 16 GYP.BOARD PAINT AS SCHEDULED EMERGENCY CAFE AREA U Ic Ic Of w a 5 A-501 GYP.BD.CEILING PAINT FINISH: SW7645 RESTROOM VESTIBULE 8'- 0" A.F.F.SV_I.F.) B/O GYP.BD.CEILING GYP. BD. HEADER 5/8" TYPE "X" GYP. BD. ON 20 GA 3-5/8" MTL STUD. @ 16" O.C. FINISH: SW7645 T- 3" A.F.F. LV.I.Fj_ B/O GYP.BD.HEADER GYP.BD.HEADER FINISH: SW7645-ES HEADER AT RESTROOM VESTIBULE Scale: 1 1/2" = 1'-0" 3"X3/4"X32" CLEAT — (7) #8 TEK SCREWS @ 41/2" O.C. NOTES: 1. 45 LBS DEAD LOAD PER OPENING FOR LIQUID STORAGE OVER AND ABOVE THE CASEWORK ITSELF. 2. A LIVE LOAD OF A PARTNER EITHER PULLING AND OR CLIMBING ON THE CASEWORK. CLEAT TO FRAME scale: 1/2" = 1'-0" (E) STL TRUSS PER PLAN ENTRANCE DOOR SOFFIT AT ENTRANCE scale: 1 1/2" = 1'-0" 'E) STEEL DECKING 1/2" THRU BOLT L WASHER 1/4" X 2" X 2" 7ED DEFLECTION TRACK BTWN (E) SSES SCHEDULE W/ 1 1/2" VERTICAL SLOTS, T. WALL PERPEND TO Q STL TRUSS PARTITION WALL SCHEDULE WALL HEIGHT STUD SIZE DEFL TRACK DEFL TRACK SPANNING BTWN (E) JOISTS BOT TRACK 15 FEET 362S137-33 33 MIL JST @ 4' O.C. 54 MIL 33 MIL JST @ 6' O.C. 68 MIL 20 FEET 55OS162-33 33 MIL JST @ 4' O.C. 68 MIL 33 MIL JST @ 6O.C. 97 MIL 25 FEET 60OS200-43 43 MIL JST @ 4'O.C. 68 MIL 33 MIL JST @ 6'O.C. 97 MIL OF SCREW FASTEN BLOCKING TO EACH STUD WITH WOOD INSERTS & (3) TEK SCREWS NOTES: 1. 45 LBS DEAD LOAD PER OPENING FOR LIQUID STORAGE OVER AND ABOVE THE CASEWORK ITSELF. 2. A LIVE LOAD OF A PARTNER EITHER PULLING AND OR CLIMBING ON THE CASEWORK. BLOCKING TO METAL STUD Scale: 1/2" = 1'-0" FASTEN STRAPPING TO BLKG W/ #8 SCREWS @ 6" O.C. CANT. TRACK BLKING @ OPENINGS & @ 4'-0" O.C. FIT TIGHT BETWEEN STUDS METAL WALL STUD SHEATHING PER ARCH FASTEN STRAPPING TO EA. STUD W/ (1) #8 (MIN.) SCREW. • HORZ. BLKG/BRACING IS REQUIRED @ 48" O.C. VERTICALLY UNLESS WALL IS SHEATHED ON EACH SIDE. IF WALL IS SHEATHED ON ONE SIDE, THE STRAP IS NOT REQUIRED ON THE SIDE WITH SHEATHING. • BLOCKING / STRAPPING IS REQUIRED IF LOAD IS APPLIED BEFORE SHEATHING IS ATTACHED. CONT. CS-22 FLAT STRAPPING OVER BLKG AS SHOWN. REQUIRED ON ALL SIDES WITHOUT SHEATHING. TYPICAL WALL BLOCKING_ BRACING scale: 3/4" = 1'-0" BULKHEAD 5/8" TYPE "X" GYP. BD. ON 20 GA 3-5/8" MTL STUD. @ 16" O.C. FINISH: SW7645 SOFFIT FACE FINISH: SW6191 10'- 8" A.F.F. B%O GYP.BD.CEILING SOFFIT 5/8" TYPE "X" GYP. BD. ON 20 GA 3-5/8" MTL STUD. @ 16" O.C. FINISH: SW7645 RECESSED CAN LIGHT WOOD TRIM FINISH: WD0073 CEMENT BOARD TILE FINISH AS SCHEDULED STEEL PLATE BY STARBUCKS VENDOR AT BACK OF SHELF METAL SHELF UNIT BY STARBUCKS VENDOR *SHELF SURFACE AT 60" (1574 MM) A.F.F. 5" 5/8" 00 M N qOI 2". BL (6) #10 X 2 1/2" TEK SCREWS AT 5" O.C. 5" X 3/4" X 32" CLEAT CLEAT TO WOOD BLOCKING scale: 1/2" = 1'-0" 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 METAL TEA SHELF WALL ATTACHMENT Scale: 6" = 1'-0" (11 TOTAL) #10 2 1/2" WOOD SCREWS MOUNTED TO BLOCKING THRU PRE -DRILLED HOLES IN PLATE WALL STUD STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-2210 License:62078 o F2 5 2018 r COo�PLDJ.Rc- R AR,iJi - 03 •0 L.fL 1..1_ w f= v LO . M J Q Q LL 0 w J J 06 W J J z O H Q �2 w co C) O a a Ow I` N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CONSTRUCTION DETAILS SCALE: AS SHOWN SHEET NUMBER: A-502 NOTE: GC TO PROVIDE PLUMBING AND ELECTRICAL CONNECTIONS. VENDOR TO INSTALL SYSTEM. BASE,.,,"..". BRINE TANK BASE WATER SYSTEM - ELEVATION scale: 3/4 V, WIRE SHELF(2) 3 COMP WORK SST SINK SEE PLUMBING PLAN FOR FINAL FLOOR DRAIN LOCATION DRAIN LINE FROM SINK TO WASTE LINE IN WALL 3 - COMP PLAN - SANITIZER (UNDER scale: 3/4" = V-0" N 77 0 00 O N to N MOP SINK INDIRECT DRAIN LINE FROM SANITIZER TO NEAREST FLOOR DRAIN OR MOP SINK HOT WATER FOR SANITIZER WITH SHUT-OFF UNDER SINK AT 18" (460MM) AFF LINE LENGTH MUST ALLOW EASE OF MOVEMENT HOT AND COLD WATER FOR SINK FAUCET -SECURE TUBING TO WALL ABOVE SINK BACKSPLASH W/ ZIP TIES. -MOUNT TEST STRIP BOX TO WALL OVER THE "CLEAN" DRAINBOARD. -ARCHITECT TO COORDINATE WITH LICENSEE REGARDING SAN/WASH EQUIPMENT. -MOUNT SAN/WASH EQUIPMENT TO WALL ABOVE THE "DIRTY" SIDE OF THE SINK ONLY. SAN CHEMICAL 01 de 11" Ile 6" 5" WASH CHEMICAL . ALIGN BOTTOM OF I I DISPENSER DISPENSER W/TOP OF - CHEMICAL CONTAINER BRACKETS, TYP. , WIRE SHELF WIRE SHELF '�T h.'a SECURE TUBING W/ ZIP TIES Il! � 4" 3R1P EST BOX DIRTY DRAINBOARD CLEAN DRAINBOARD v SINK FAUCET Q AND SPRAY ARM SANITIZER ON RH p "CLEAN" SIDE U LI.1 3 Q O U Ll O F— Cc) -'� W (/) J V = -., 2 _ ,.. _. _ '. _- ..: ..-;•'. ., HOBART O`' O `t O U M DIRTY CLEAN o CV CLICK SAN/WASH INSTALL SANITIZER BELOW 2 scale: 3/4 - 1 -0 LOW HT. I MOP SINK FAUCET MOP RAC (ABOVE) MOP SINK PLAN scale: 3/4" = V-0" (2) 6005250-54 (BACK TO BACK) MTL STUDS @ 8" O.C. TO STRUCTURE 5/8" TYPE-X GYPSUM BOARD W/ FRP. (BOTH SIDES) MIN. TRACK 600T125-43 CONC SLAB _ — _ _ _ _ 0'-0"AFF EXIST FOUNDATION SIMPSON PDPW-150 FASTENER AT 12" O.C. ALONG PLATE FOR WALL (OR EQUIVALENT) FILTER SYSTEM SHELF CONNECTION AT FOUNDATION Scale : 3/4" = V-0" INDIRECT LINE o— — — — — — — — — — — — — o FROM PREP I I SINK TO I I FLOOR SINK I I I AT FLOOR LEVEL FILTERED COLD WATER SUPPLY FOR WATER TOWER FAUCET FILTERED COLD WATER SUPPLY FOR INSTANT HOT WATER TAP — NON -FILTERED HOTAND COLD WATER SUPPLY FOR SINK FAUCET ABOVE COUNTERTOP SHELVING ABOVE WATER FILLING STATION - PLUMBING scale: 3/4" = V-0" BUTYL RUBBER CAUL" META 5/8" C BOAF TUB FRP FRP AT MOP SINK Scale: 1 1 /2" = V-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License: 62078 2018 .�t C) A A v`A.fi.GNV303 'v N0 I. W v M J Q 0 LL 0 U) J J ,,ma�xx W w 0 J J_ = Z O Q Q w CM w O _ 0f CL a O r` W N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: WORKROOM DETAILS I SCALE: AS SHOWN I SHEET NUMBER: A-503 F� c c 0 EI ti O (NI J LL t O cm 06 T_ O cM U) �I ICU U (n c N E U 0 0 9 c c ca 0 L N to �` 77 0 co O N_ to N CD lac FO F0 ,WALL TILE PATTERN AT RESTROOM scale: 1 /2" = 1'-0" MIRROR MOUNTING scale: 3/4" = 1'-0" RT TENHOUSE BISCUIT - 3X61N A = - NERO - OX300MM NOTE: INSTALL DIAPER CHANGING STATION PER MANUFACTURER'S SPECIFICATIONS C v PRE DRILLED PER MANUFACTURERS SCHEMATIC 2' - 10" I I � 00 L9 f��iL NOTE: DETAIL FOR DESIGN INTENT ONLY. MOUNTING HARDWARE AND DETAILED INSTALLATION INSTRUCTIONS PROVIDED BY MANUFACTURER AND INCLUDED WITH BABY CHANGING STATION. 3/4" MEDEX LOCATE AND MOUNT TO STUD 2'- 10 1 /4" _v N N 1 "RADIUS NOTE: FASTENERS MUST PENETRATE 3 SUBSTRATES AND FULLY ENGAGE WALL STUDS TO SUPPORT 250 POUNDS PER MANUFACTURERS RECOMMENDATIONS EQUIPMENT MOUNTING HEIGHT DIAPER CHANGING DETAIL WALL MOUNTED BABY CHANGING EQUIPMENT DETAILS Scale: 3/4" = 1'-0" LOW VOLTAGE CABLE BUNDLES 1 MUSIC 2 SECURITY 3 POS PLAY NETWORK SPEAKERS SECURITY PANEL FUTURE USE HIGH SPEED INTERNET DEMARC EXTENSION ------------------- ------------------- POS LAN ------------------- ------------------- DTTIMER A (3) 2" (50 MM) 0 SLEEVES FOR LOW VOLTAGE CABLE BUNDLES MOUNTED TO (2) UNISTRUTS 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 82" (2080 MM) A.F.F. TO CENTER OF GROUPING. SEE NOTE W ABOVE FOR DESCRIPTION. SHELVING MUSIC SYSTEM AMPLIFIER (FURNISHED BY OWNER, INSTALLED WITH SPEAKER SYSTEM BY GC) ON 14" DEEP (355 MM) SHELF. POWER & DATA RECEPTACLES AT 62" (1575 MM) A.F.F. TO CENTER OF GROUPING. SEE NOTED' ABOVE FOR DESCRIPTION OFFICE PC UPS DUPLEX RECEPTACLE FOR WORKSTATION @ 36" (915MM) A.F.F. POWER & DATA RECEPTACLES (ON WALL, ABOVE SHELVING) (1) QUAD RECEPTACLE FOR: EMS DATA CONCENTRATOR (1) DUPLEX RECEPTACLE FOR: SECURITY CONTROL ALARM PANEL (1) 2 DATA PORT FOR: EMS DATA CONCENTRATOR (1) 2 DATA PORT FOR: FUTURE USE B POWER RECEPTACLES (IN WALL, BELOW'DESK) (2) CONVENIENCE DUPLEX RECEPTACLES C POWER & DATA RECEPTACLES (IN BACK OF DATA RACK) (1) INDIVIDUAL BRANCH CIRCUIT RECEPTACLE FOR:UPS (1) DUPLEX RECEPTACLE FOR: PDU STRIP AND FUTURE USE MANAGER'S WORKROOM - ELECTRICAL scale: 3/8" = 1'-0" CEILING TRIM RINGS CEILING POWER & DATA RECEPTACLES AT 69 1/2" (1765 MM) A.F.F. TO CENTER OF GROUPING. SEE NOTE 'E' ABOVE FOR DESCRIPTION. DATA RACK WALL MOUNTED TO STRUCTURE BY STARBUCKS VENDOR. GROUND RACK PER MFR'S ASSEMBLY INSTRUCTIONS. SEE DATA RACK EQUIPMENT SCHEDULE BELOW FOR LIST OF EQUIPMENT INCLUDED WITHIN. SECURITY MONITOR MOUNTED ON MONITOR ARM (ATTACHED TO BACKER BOARD). DEDICATED DUPLEX RECEPTACLES FOR WORKSTATION @ 36" (915MM) A.F.F. PRINTER CASH SCALE 82" W X 64" H (2080 MM W X 1625 MM H) MIN. 3/4" FIRE RATED PLYWOOD BACKER BOARD. FASTEN TO STRUCTURE TO HOLD MIN. 350 PSF. PAINTABLE SURFACE ON ROOM SIDE & FINISH AS SCHEDULED. POWER & DATA RECEPTACLES @ 12" (305 MM) A.F.F. SEE NOTE ABOVE FOR DESCRIPTION scale: 3/8" = 1'-0" 4'-6" AFF� HAND DRYER INSTALLED PER MFR SPEC TO MEET ANSI/ADA ACCESSIBLE STANDARDS T-2" AFF* 3/4" FIRE -TREATED PLYWOOD BACKER PANEL ATTACHED TO BACK OF METAL STUDS 2'-6" AFF� WALL FINISH AS SCHEDULED BASE TILE 3-5/8" METAL STUDS HAND DRYER BLOCKING scale: 1 1 /2" = 1'-0" HAND DRYER SECTION scale: 3" = 1'-0" FIXING LOCATION (4) SIDE ELECTRICAL ENTRY POINT 7/8" REAR ELECTRICAL ENTRY POINT FIXING LOCATION (4) 1/4" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License: 62076 ,41 � OF 2 5 2018 I..L L-L W v LO co co Q 0 U_ J J LLI Q w p J J = Z r O Q w co w 0 _ a. a a O tiN W STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA ICHECKED BY' M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: RESTROOM AND WORKROOM DETAILS SCALE: AS SHOWN SHEET NUMBER: A-504 N c c 0 EI ti O NI J N O co 06 O cM U) CI Y U .O E. M rn c N E U O 0 c c 0 5 N fn 0 P �` ►- r 77 0 77 0 T_ 00 O N LO N O DATA DEVICE SCHEDULE - "A" DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS AUDIO VISUAL 10005 1 MUSIC SYSTEM SB VD 10010 1 DT ORDER MONITOR SB VD 10012 1 DT COMMUNICATION SYSTEM SB VD 10017 5 SPEAKER SURFACE MOUNTED SB GC INTERIOR & EXTERIOR:BLACK 10076 1 AMPLIFIER - 141N 355MM SB VD 12336 1 DT TIMER SYSTEM SB VD 14676 1 DT POS MONITOR ARM DOUBLE SURFACE MOUNTED SB VD DATA 10002 1 COMPUTER MANAGER WORKSTATION SB VD 10007 1 PRINTER MANAGER WORKSTATION SB VD 18744 1 EQUIPMENT RACK WITH LOCK - 241N 610MM SB GC POINT OF SALE 10008 2 POS - REGISTER WITH COMPACT CASH DRAWER SB VD 10014 4 POS PRINTER SB VD 10022 1 MONEY COUNTER SB VD 10029 6 POS BANK SB GC 10075 3 CUP LABELER SB VD 14677 1 POS - DT TENDERING REGISTER SB VD PART OF RETAIL IT EQUIPMENT PACKAGE 14678 1 POS - DT EXPEDITOR SB VD PART OF RETAIL IT EQUIPMENT PACKAGE SECURITY 10024 1 SAFE LH - 20X1BX261N 510X455X660MM jSB jGC 10028 1 1 SAFE BASE jSB JGC SPECIALTY EQUIPMENT SCHEDULE - "E" DESIGN ID COUNT DESCRIPTION FURN. BY I INST. BY COMMENTS COOLING 10267 5 FRIDGE UNDERCOUNTER 1 DOOR - 271N 685MM SB GC 11083 2 FRIDGE REACH IN 2 DOOR - 51X351N 1295X890MM SB GC 12618 1 FRIDGE UNDERCOUNTER 1 DOOR WITH SHELF - 271N 685MM SB GC 13682 2 1 FREEZER REACH IN 2 DOOR - 541N 1370MM ISB IGC EQUIPMENT 10312 4 BREWER SOFT HEAT WARMING STAND SINGLE SB GC 10746 1 BREWER DUAL SOFT HEAT SB GC 10808 1 GRINDER DITTING KR1203 SB GC 10856 6 BREWER SERVER SOFT HEAT SB GC 12407 2 OVEN TURBOCHEF NEXT GENERATION SB GC 12508 2 BLENDER QUIET MODEL ON COUNTER SB GC 12694 2 ESPRESSO MACHINE MASTRENA SB GC 15186 1 DISHWASHER HOT LOW STEAM SB GC 16623 1 SCALE DIGITAL WITH ADJUSTABLE DISPLAY MOUNT SMALL SB GC 17564 1 BLENDER PITCHER RINSER WITH SENSOR SB GC 18076 1 1 INITROGEN GENERATOR CN6 FOOD CASE 16238 1 FOOD CASE - ZEPHYR - 661N 1675MM SB JGC ICE 10344 2 ICE - BIN DROP IN 90LB 40KG SB GC 10480 1 ICE - MACHINE ICE1806HR REMOTE COOLED SB GC 10527 2 ICE - BIN DROP IN 45LB 20KG SB GC 18029 1 ICE - BIN B110 SB GC OTHER 10091 2 CUP DISPENSER TALL HOT VERTICAL SB GC 10099 2 RESTROOM TOILET PAPER HOLDER SB GC 10172 2 RESTROOM SEAT COVER DISPENSER SB GC 10179 2 HAND DRYER SURFACE MOUNTED SB GC 10305 1 TRASH DROP RING LINER SQUARE - BLACK SB GC 10384 2 DIAPER CHANGING STATION HORIZONTAL SB GC 10396 2 CUP DISPENSER SHORT HOT VERTICAL SB GC 10467 1 FILE CABINET 2 DRAWER SB GC 10501 1 FIRE EXTINGUISHER GC GC SPEC: MANUFACTURER: KIDDIE; PRODUCT PRO 460; PART #21005785; MULTIPURPOSE DRY -CHEMICAL TYPE UL RATED 4-A, 60-B:C, 10LB; METAL STRAP BRACKET PART # 366242 10769 2 RESTROOM GRAB BAR VERTICAL - 181N 455MM SB GC 10791 4 CUP DISPENSER GRANDE VENTI COLD VERTICAL SB GC 10829 4 CORNER GUARD - 1.251N 30MM - PEWTER GC GC (LOCATED @ BOH) 10855 4 CUP DISPENSER GRANDE VENTI HOT VERTICAL SB GC 10858 2 CUP DISPENSER TALL COLD VERTICAL SB GC 10859 2 RESTROOM GRAB BAR - 481N 1220MM SB GC 10862 2 RESTROOM GRAB BAR - 361N 915MM SB GC 10947 1 SOAP DISPENSER WALL MOUNTED SB GC 10977 1 PAPER TOWEL DISPENSER FULL SIZE - TRANSLUCENT GRAY SB GC 10992 1 PAPER TOWEL DISPENSER HALF SIZE - TRANSLUCENT GRAY SB GC 11115 3 SOAP DISPENSER SINK MOUNTED SB GC 13330 2 MOBILE CUP DISPENSER CADDY SB GC 13584 2 CUP DISPENSER TRENTA COLD VERTICAL SB GC 14737 1 POWER STRIP - 771N 1955MM - BLACK SB GC STORAGE 10222 2 WIRE SHELF GRID AT SINK SB GC 10293 1 10 COMP LOCKER SB GC 10416 10 WORKROOM SHELVING - 361N 915MM SB GC 10462 10 WORKROOM SHELVING POSTS SB GC 10698 1 MOP RACK WITH 3 HOLDERS SB GC 11104 1 10 COMP LOCKER BASE SB GC 13834 1 BASE - 24X181N 61 OX455MM SB GC 17255 1 PASTRY TRAY CART - 601N 1525M SB GC 17264 1 ROLLING PASTRY TRAY THAW RACK - 20X261N 51 OX660MM SB GC 17639 1 WORKROOM CART - 241N 610MM SB JGC WALL BASE SCHEDULE - "B" DESIGN ID I LENGTH DESCRIPTION FURN. BY I INST. BY COMMENTS TILE BASE 11403 384' - 0 1/4" ITILE BASE - NERO - 6X121N 15OX300MM jSB jGC I GROUT: MAPEI - 10 BLACK, OR EQUAL CASEWORK SCHEDULE - "C" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS CABINET 12034 1 CABINET - VARIABLE TO 291N 737MM SB GC LENGTH REQUIRED: 2'- 5" 17573 1 CABINET - COUNTER SUPPORT PANEL - 31N 75MM SB GC 17574 3 CABINET - SINK OR ICE - 151N 380MM SB GC 17580 2 CABINET - CBE TEA SHELF - 291N 735MM - FLAT BLACK MT0028 SB GC NOT PROVIDED BY CASEWORK VENDOR VENDOR: PREMIER FIXTURES 17581 1 CABINET - CBE DRY INCLUSION SHELF - 231N 585MM - FLAT BLACK MT0028 SB GC NOT PROVIDED BY CASEWORK VENDOR VENDOR: PREMIER FIXTURES 17740 1 CABINET - 301N 760MM SB GC 17741 5 CABINET - 151N 380MM SB GC 17742 1 CABINET - DT POS UPPER CUBBY - 321N 815MM SB GC 17743 3 CABINET - POS - 301N 760MM SB GC 17744 1 CABINET - POS BRIDGE - 221N 560MM SB GC 17745 2 CABINET - DRAWER - 151N 380MM SB GC 17747 5 CABINET -TRASH - 151N 380MM SB GC 17754 1 CABINET - ESPRESSO CUBBY - 181N 455MM SB GC 17896 1 CABINET - CUBBY - 151N 380MM SB GC 17897 1 CABINET - WITH TRASH - LF - 301N 760MM SB GC 17898 1 CABINET - WITH TRASH - RF - 301N 760MM SB SB 18122 1 CABINET - SINK OR ICE - 161N 405MM SB JGC CAFE 12236 1 CONDIMENT CART SINGLE TOP SOLID SURFACE SB GC 12363 2 MERCH BAY UNIT BACK PANEL SOLID SB GC NOT PROVIDED BY CASEWORK VENDOR 12640 1 NEWSPAPER STAND 4 TIER - 391N 990MM SB GC 13374 1 CONDIMENT CART SINGLE BASE FRAME SB GC NOT PROVIDED BY CASEWORK VENDOR 13399 1 CONDIMENT CART SINGLE METAL TOP ASSEMBLY SB GC NOT PROVIDED BY CASEWORK VENDOR 14291 1 CONDIMENT CART SINGLE FINISH PANELS WITH LAMINATE BACK SB GC 15219 2 MERCH FEATURE CUBE FREESTANDING TALL - DARK WARM BROWN WD0001 SB GC NOT PROVIDED BY CASEWORK VENDOR 15221 2 MERCH BAY UNIT - DARK WARM BROWN WD0001 SB GC NOT PROVIDED BY CASEWORK VENDOR COUNTERTOP 17809 1 COUNTERTOP - HAND SINK WITH LOW SPLASH STAINLESS - 151N 380MM SB GC 17817 1 COUNTERTOP - BACKBAR ADD - 301N 760MM SB GC 17824 1 COUNTERTOP - DT POS - LF - VARIABLE LENGTH SB GC LENGTH REQUIRED: T-10 1/2" LENGTH 17828 1 COUNTERTOP - BACKSPLASH - VARIABLE LENGTH SB GC 17830 1 COUNTERTOP - POS - 821N 2085MM SB GC 17837 1 COUNTERTOP - WARMING - 751N 1905MM SB GC 18124 1 COUNTERTOP - TEA - LF - 761N 1930MM SB GC 18135 1 COUNTERTOP - ESPRESSO WITH DUAL SINK AND ICE - 1471N 3735MM SB GC _ 18136 1 COUNTERTOP - FRONTBAR CAP - 1471N 3735MM SB GC 18723 1 COUNTERTOP - BREW WITH TRASH DROP - RF - 1051N 2665MM SB GC 18852 1 COUNTERTOP - FRONTBAR MOP - 301N 760MM SB GC 18868 1 COUNTERTOP - FRONTBAR CAP - 301N 760MM SB GC X1005 1 CUSTOM COUNTERTOP - NITRO AND SIT HERE COUNTERTOP - 1091N 2765MM SB GC FINISH: CP0066; SEE DETAIL: 2/1-506 X1008 1 CUSTOM COUNTERTOP - BLENDED BEVERAGE - LF - 971N 2460MM SB GC FINISH: CP0066; SEE DETAIL: 7/1-508 X1014 1 CUSTOM COUNTERTOP - HANDOFF - 561N 1420MM SB GC FINISH: CP0066; SEE DETAIL: 2/1-506 X1017 1 COUNTERTOP -CUSTOM BACKSPLASH - V -1" LENGTH SB GC FINISH: CP0066; 2" HEIGHT REQUIRED DIEWALL 17831 1 DIEWALL - POS - 821N 2085MM SB GC 18137 1 DIEWALL - ESPRESSO - 1471N 3735MM SB GC 18853 1 DIEWALL - 301N 760MM SB GC 18875 1 DIEWALL - CORNER SQUARED SB GC X1003 1 CUSTOM DIEWALL - NITRO AND SIT HERE - 791N 2005MM SB GC SEE DETAIL: 1/1-506 X1009 1 CUSTOM DIEWALL - HANDOFF INLINE - 561N 1420MM SB GC SEE DETAIL: 1/1-506 FIT KIT 17894 1 FIT KIT - CABINET FILLER PANEL jSB JGC OTHER 11155 2 ESPRESSO MACHINE PUMP MOUNT- 1OX101N 255X255MM SB GC 11815 10 CORNER GUARD - 1.251N 30MM - HOT ROLLED STEEL, FINISH MT0011 SB GC PROVIDED BY CASEWORK VENDOR 12809 5 SUPPORT BRACKET FOR CUSTOMER BAR SB GC MAX SPACING 24" ON CENTER. VERIFY PER FINAL COUNTERTOP DIMENSION. 17829 1 FRENCH CLEAT - VARIABLE LENGTH SB GC Designer To Verify Quantity. Provide Overall Length Required 18139 1 SHROUD - 1471N 3735MM SB GC FINISH:CP0066 SEE DETAIL: 2/1-506 18145 2 COUNTERTOP SUPPORT LEG SB GC X1007 1 CUSTOM COUNTERTOP - DT WINDOWSILL TOP SB GC FINISH:CP0066 SEE DETAIL: 7/1-508 X1012 1 VALENCE - FRONT BAR LIGHT VALENCE; FINISH: CP0066; LENGTH: 4891N 12420MM SB GC FINISH: CP0066; SEE DETAIL: 2/1-506 X1013 1 SHROUD - 301N 760MM SB GC FINISH: CP0066; SEE DETAIL: 2/1-506 X1015 1 CUSTOM BACKBAR MENU BOARD FRAME SB JGC I FINISH: WD0073; SEE DETAIL: 1/1-508 X1020 2 METAL FLAT STOCK BAR S13 JGC I FINISH: MT0011 PANEL 17832 1 PANEL - 821N 2085MM SB GC 18138 1 PANEL - 1471N 3735MM SB GC 18854 1 PANEL - 301N 760MM SB GC X1002 1 CUSTOM PANEL - NITRO AND SIT HERE BAR 1141N 2895MM SB GC FINISH: WD0073; SEE DETAIL: 1/1-506 X1011 1 CUSTOM PANEL - HANDOFF INLINE 561N 1420MM SB GC FINISH: WD0073; SEE DETAIL: 1/1-506 X1024 2 IWOOD CLADDING -WAINSCOT SB GC FINISH: WD0073 FURNITURE SCHEDULE - "F" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS CHAIR 17853 24 CHAIR - CAFE ANGLED BACK WITH WOVEN SB GC SEAT - BLACK AND GREY ROPE MT0028 F0195 18069 16 CHAIR - CAFE S - WHITE OAK AND HOT SB GC ROLLED STEEL WD0073 MT0011 18070 20 CHAIR - STOOL 221N 560MM S - WHITE OAK SB GC AND HOT ROLLED STEEL WD0073 MT0011 18071 4 CHAIR - STOOL 221N 560MM S LOW BACK - SB GC WHITE OAK AND HOT ROLLED STEEL WD0073 MT0011 18321 2 CHAIR - STOOL 181N 455MM CROSS STITCHED SB GC UPHOLSTERED ROUND - BLACK AND OLIVE DRAB NATURAL WD0035 F0189 18470 6 CHAIR - LOUNGE LYZE - BEIGE GREY AND SB GC ANTIQUE BRONZE MT0043 18802 6 CHAIR - LOUNGE CLUTCH - WHITE OAK AND SB GC CARAMEL BROWN NATURAL WD0073 F0008 DESK 10123 1 DESK - MANAGERS WORKSTATION - SB GC 60X3OX30IN 1525X760X760MM 10605 1 DESK - MANAGERS WORKSTATION SB GC KEYBOARD TRAY 16505 1 DESK - MANAGERS WORKSTATION SHELVES - SB GC 361N 915MM MIRROR 14350 2 MIRROR - RESTROOM ANGLED- 18X361N SB GC SB WAREHOUSE PROVIDED 455X915MM OTHER 10756 2 COAT HOOK 2 PRONG jSB jGC 1@ RESTROOMS 10820 1 COAT HOOK STRIP - 461N 1170MM jSB jGC TABLE 16520 4 TABLE - BASE CAFE HEIGHT DOME ACCENT - SB GC 201N 510MM - HOT ROLLED STEEL MT0011 17340 8 TABLE - CAFE METAL PEDESTAL BASE SB GC SQUARE - 241N 610MM - BLACK MT0028 17341 4 TABLE -ACCESSIBLE METAL WITH TAPERED SB GC LEGS - 36X241N 915X610MM - BLACK MT0028 17644 4 TABLE - TOP ROUND - 241N 610MM - WHITE SB GC OAK WD0073 18442 2 TABLE - COMMUNITY COUNTER HEIGHT SB GC ANGLE BASE - 12 SEAT - WITH POWER WHITE OAK WD0073 18641 2 TABLE - OCCASIONAL TRAY TOP - 261N 660MM SB GC - WHITE OAK WD0073 18642 5 TABLE - OCCASIONAL TRAY TOP - 181N 455MM SB GC - WHITE OAK WD0073 18693 3 TABLE - OCCASIONAL COCKTAIL CAMERON - SB GC BEIGE GREY MT0043 19294 2 TABLE-ACCESSIBLEBASSAMFELLOWS SB GC ROUND - 421N 1065MM - WHITE OAK WD0073 WINDOW TREATMENT 12716 17 ROLLER SHADE - CHOCOLATE TRANSLUCENT SB F0048 - 14PC OPEN I jVD GRAPHICS AND ARTWORK SCHEDULE - "G" DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS GRAPHICS - ARTWORK 12693 1 COMMUNITY BOARD MAGNETIC MED WARM BROWN WD0073 - OVERALL DIMENSION: T-10" W X 3'-0' H SB GC SEE ELEVATION: 2/1-201 17410 1 WRAPPED CANVAS IN FLOAT FRAME WITH 1/2" REVEAL; FRAME 3C; OVERALL DIMENSION: 6'-4" W X 6'-4' H SB GC SEE ELEVATION: 2/1-202 GRAPHICS - INTERIOR MENU 18982 5 MENU BOARD - FRONT INSERT PANEL WITH SQUAREFRAME SB GC SEE ELEVATION: 2/1-203 18983 1 MENU BOARD - DAILY OFFERING CHALKBOARD WITH SQUARE FRAME SB GC SEE ELEVATION: 2/1-203 18984 6 MENU BOARD - UNIVERSAL WALL MOUNT BRACKET SB GC SEE ELEVATION: 2/1-203 GRAPHICS - OTHER 12679 1 EDUCATION DISK -ALTERNATIVE TRANSPORTATION BIKE SB GC DUGGAL 12683 1 EDUCATION DISK - ENERGY SB GC DUGGAL 12684 1 EDUCATION DISK - RESPONSIBLE MATERIALS SB GC DUGGAL 12686 1 EDUCATION DISK - WATER RINSE ON DEMAND SB GC DUGGAL 12688 1 EDUCATION DISK - RECYCLE SB GC DUGGAL 12689 2 EDUCATION DISK - HAND DRYER SB GC DUGGAL 13088 1 EDUCATION DISK - LEED PRE -CERTIFICATION SB GC DUGGAL 14298 1 EDUCATION DISK - GROUNDS FOR YOUR GARDEN SB GC DUGGAL GRAPHICS - RESTROOM SIGNAGE 10753 1 1 1 RESTROOM SIGN SET ACCESSIBLE jSB JGC RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 45203 Professional Engineer Tel: (5131 421-2210 Li canes:62078 i.1 jr" r � �4 1{� w. N0 I..L N� L.L W rLn v LO Z M _I Q Q U_ J coJ_ J 2Ir- LU 0 J = Z O Q Q w CM w O _ 0- IY a O tiN W ISTORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: SCHEDULES SCALE: NO SCALE SHEET NUMBER: A-601 C C 0 EI ti O NI J m ca 06 O co CIOI U CU c N U 0 0 C C cv T O 5 (n N to Z) A� ►� i O N O 77 O bo O N N CO MECHANICAL EQUIPMENT SCHEDULE - "M" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS OTHER 17797 1 ENERGY MANAGEMENT SYSTEM - HVAC ONLY SB GC PLUMBING FIXTURE SCHEDULE - "P" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS DRAIN 10294 10 DRAIN - FLOOR SINK SQUARE - 121N 305MM SB GC 10594 3 DRAIN - FLOOR SINK SQUARE - 51N 125MM GC GC ZURN ZN415B 10726 10 DRAIN - GRATE HALF SQUARE - 121N 305MM SB GC FAUCET 10152 1 FAUCET - DOUBLE LABORATORY WITH BENT RISER SPOUT SB GC 10153 3 FAUCET - WATER TOWER - 121N 305MM SB GC 10215 4 FAUCET - DOUBLE LABORATORY WITH SWING SPOUT SB GC 10447 1 FAUCET - PRE RINSE SPRAYER WALL MOUNTED SB GC 10597 3 FAUCET - SINGLE HANDLE SB GC 10804 1 FAUCET - PRE RINSE SWING SPOUT SB GC 10874 3 FAUCET - HOT WATER DISPENSER GOOSENECK SB GC 10922 1 FAUCET - MOP SINK WALL MOUNTED SB GC 11003 2 FAUCET- DIPPERWELL SB GC 13588 1 FAUCET - HAND SINK WALL MOUNTED SB GC 17569 1 FAUCET - WARE RINSER IN COUNTER - 24X91N 60OX235MM SB GC 17572 1 FAUCET - TAP SINGLE HANDLE SB GC FILTER 12501 1 FILTER - RO SYSTEM 600GPD SB VD 12507 1 FILTER - RO SYSTEM 40GAL STORAGE TANK SB VD 12896 1 FILTER - BRINE TANK SB VD 12899 2 FILTER - POLY GLASS VESSEL SB VD 13076 1 FILTER - PREFILTRATION SYSTEM SB VD 13082 1 FILTER - WATER SOFTENER TWIN SB VD 13149 1 FILTER - PRESSURE GAUGE S13 VD OTHER 11109 1 1 IWATER HEATER 50GAL 190L ELECTRIC jSB JGC IAO SMITH DEL-50 SINK 10116 2 SINK - RESTROOM WALL MOUNTED SB GC 10549 1 SINK - RINSE DROP IN SST - 12X201N 305X51 OMM SB GC 10995 1 SINK - MOP - 24X241N 61 OX610MM SB GC 12807 1 SINK - UTENSIL RINSE WITH GRATE SST - LH - 14X201N 355X51OMM SB GC 12808 1 SINK - UTENSIL RINSE WITH GRATE SST - RH - 14X201N 355X51OMM 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 17565 1 SINK - RINSE WITH DRAINBOARD - 15X271N 380X685MM SB GC 17632 1 SINK - STACKED DRAINBOARD - 151N 380MM SB GC 17650 1 SINK - DRAIN TRAY - 9X61N 230X150MM SB GC 18743 1 SINK - WATER FILLING STATION - 36X241N 915X61 OMM SB GC TOILET X0110 2 TOILET SINGLE FLUSH 1.0 GPF GC GC VENDOR: KOHLER; MODEL K-3519 FINISH: WHITE #0, REQUIRES SEPARATE SEAT MODEL MODEL # K-4650; 1.OGPF PAINT SCHEDULE COLOR CODE DESCRIPTION LRV FURN. BY INST. BY COMMENTS SW6191-ES SW - CONTENTED - EGGSHELL 52 GC GC USE PRIMER CP-1 SW7645-ES SW - THUNDER GRAY - EGGSHELL 9 GC GC USE PRIMER CP-1 SW7645-SG SW- THUNDER GRAY -SEMIGLOSS 1 9 GC GC USE PRIMER CP-1 WALL TREATMENT (AREA) SCHEDULE - "Q" DESIGN ID I AREA DESCRIPTION FURN. BY I INST. BY COMMENTS PLASTIC 11469 11216 SF FRP - WHITE JGC JGC TILE 10157 585 SF TILE - RITTENHOUSE SQUARE - BISCUIT BEVELED - 3X61N 75X150MM SB GC GROUT: MAPEI - 02 PEWTER, OR EQUAL 19328 489 SF TILE - ON POINT TRIANGLE - MATTE DOLOMITE - 12X121N 305X305MM SHEET SB GC GROUT: MAPEI - 106 WALNUT, OR EQUAL, TILE ROTATED 45 DEGREES WITH HORIZONTAL DIAGONALS WALL TREATMENT (LENGTH) SCHEDULE- "R" DESIGN ID I LENGTH DESCRIPTION FURN. BY INST. BY COMMENTS METAL TRIM X1201 192'-10" TRIM - 1.51N METAL TRIM SB GC LOCATION: CAFE AND BACKBAR PROVIDED BY CASEWORK VENDOR TRIM X1202 25' - 4 1/4" METAL FLAT STOCK TRIM, FINISH: MT0011 SB GC LOCATION: ABOVE WOOD CLADDING PROVIDED BY CASEWORK VENDOR EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS SIGNAGE - DISK 13164 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED - 601N 1525MM SB VD SIGNAGE - DRIVE THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED ARROW SERIES - 461N 1170MM SB VD SEE DETAIL: 2/APX-102.1 14099 1 SIGN - DRIVE THRU ILLUMINATED ARROW SERIES FLUSH MOUNTED - RH - 481N 1220MM SB VD 14104 3 SIGN - DT DIRECTIONAL ILLUMINATED ARROW SERIES WITH LOGO - 461N 1170MM SB VD SEE DETAIL: 2/APX-102 14106 1 SIGN - DT CLEARANCE BAR ARROW SERIES FREESTANDING SB VD SEE DETAIL: 2/APX-102 SIGNAGE - WORDMARK 11394 1 2 1 SIGN - INLINE ILLUMINATED FLUSH MOUNTED - 161N 405MM JSB JVD FLOOR TREATMENT SCHEDULE - "T" DESIGN ID I AREA DESCRIPTION FURN. BY I INST. BY COMMENTS CONCRETE 11377 1219ISF I CONCRETE -LIGHT GREY STAIN jGC JGC OTHER 12243 136 SF I WALK OFF MAT - RECYCLED TIRE TILE - CHARCOAL - 12X121N 30OX300MM SB GC CEILING TREATMENT SCHEDULE - "U" DESIGN ID I AREA DESCRIPTION FURN. BY I INST. BY COMMENTS OTHER 11302 1429 SF JACT --WHITE - 2X4FT 61X122CM JGC JGC I VINYL CLAD ACT AT BOH AREA SITE SCHEDULE - "Y" DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS EXTERIOR MENU 14116 1 MENU BOARD - DT DIGITAL ORDER SCREEN - FLAT BLACK MT0028 SB VD SEE DETAIL: 1/APX-102 14119 1 MENU BOARD - DT 5 PANEL FREESTANDING - 108X651N 2745X1650MM - FLAT BLACK MT0028 SB VD SEE DETAIL: 1/APX-103 14120 1 MENU BOARD - DT PRE MENU FREESTANDING - 36X651N 915X1650MM - FLAT BLACK MT0028 SB VD SEE DETAIL: 4/APX-103 15700 1 MENU BOARD - DT DIGITAL ORDER SCREEN CONTROLBOX �SB JVD SEE DETAIL: 1/APX-102 OTHER 10042 2 BIKE RACK HOOP EXIST EXIST SEE DETAIL: 10/APX-104 10163 1 DT WINDOW SHELF - 561N OBSIDIAN PAPERSTONE EXIST EXIST SEE DETAIL: 7/APX-103 14095 1 DT WAYFINDING GRAPHIC EXIT ARROW - WHITE EXIST EXIST SEE DETAIL: 8/APX-104 14101 1 DT WAYFINDING GRAPHIC ENTRY ARROW - GREEN EXIST EXIST SEE DETAIL: 9/APX-104 14163 1 DT ORDER POINT CANOPY FREESTANDING - FLAT BLACK MT0028 SB VD SEE DETAIL: 2/APX-103.1 14323 5 DT WAYFINDING GRAPHIC DIRECTIONAL DOUBLE ARROW - GREEN EXIST EXIST REFERENCE PAINT P936 FOR SPECIFICATIONS 14324 10 DT WAYFINDING GRAPHIC DIRECTIONAL DOUBLE ARROW- WHITE EXIST EXIST REFERENCE PAINT P935 FOR SPECIFICATIONS X2101 4 CIRCULAR BOLLARD - 6" DIA EXIST EXIST SEE DETAIL: 1 /APX-1 04 X2102 1 EXTERIOR PATIO RAILING EXIST EXIST SEE DETAIL:2/APX-105 UMBRELLA 12147 4 UMBRELLA - BASE FOR CANOPY - BLACK MT0028 SB GC 17876 4 UMBRELLA - WITHOUT VALANCE - 6FT 183,CM - GREEN CANVAS F0056 SB GC LIGHTING FIXTURE SCHEDULE - "L" DESIGN ID COUNT DESCRIPTION FURN. BY I INST. BY BULB COMMENTS EXIT 11517 3 EMERGENCY EXIT LIGHT - BLACK SB GC LED 5W LOW ENERGY OR EQUAL 11611 2 EMERGENCY EXIT LIGHT - WHITE SB GC LED 5W LOW ENERGY OR EQUAL 11649 2 EMERGENCY LIGHT DOUBLE - WHITE SB GC CED RECESSED CAN 15077 10 CAN - RECESSED HOUSING LED - 41N 100MM - SB GC NEW CEILING 15081 10 CAN - RECESSED TRIM ADJUSTABLE WITH SB GC INTEGRATED LED LED ENGINE - 41N 100MM - BLACK - 60OLM NFL SCONCE 16593 2 SCONCE - LED RESTROOM VANITY TUBULAR - SB INTEGRATED LED 1 OPAL GLASS AND BRUSHED NICKEL JGC I STRIP 14410 3 LED TAPE LIGHT WITH HOUSING & DIFFUSER SB GC INTEGRATED LED DESIGN TO SPECIFY CED (1) 29' - 4" LENGTH (2) 12' - 10" LENGTH TRACK 12946 2 TRACK - WITH CONNECTORS - 4FT 122CM - SB GC ALL BAR / CAFE TRACK LIGHTING TO BE RUN THROUGH 1A BLACK / 2A CURRENT LIMITING DEVICE #RCLF12BL-TCL2BL; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 12947 2 TRACK - WITH CONNECTORS - 8FT 244CM - SB GC ALL BAR / CAFE TRACK LIGHTING TO BE RUN THROUGH 1A BLACK / 2A CURRENT LIMITING DEVICE #RCLF12BL-TCL2BL; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 12948 7 TRACK -WITH CONNECTORS - 16FT 488CM - SB GC ALL BAR / CAFE TRACK LIGHTING TO BE RUN THROUGH 1A BLACK / 2A CURRENT LIMITING DEVICE #RCLFI2BL-TCL2BL; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 12949 3 TRACK - WITH CONNECTORS - 12FT 365CM - SB GC ALL BAR / CAFE TRACK LIGHTING TO BE RUN THROUGH 1A BLACK / 2A CURRENT LIMITING DEVICE #RCLF12BL-TCL2BL; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 12955 60 TRACK - FIXTURE OPEN FLARED - 3.51N 90MM SB GC (1) 14516 - LED PAR 20 - BLACK 50OLM SPOT BLACK, OR EQUAL 12958 13 TRACK - FIXTURE OPEN FLARED - 51N 125MM - SB GC (1) 14673 - LED PAR 30 BLACK 850LM NFL BLACK, OR EQUAL 15058 3 TRACK - WITH CONNECTORS - 6FT 183CM - SB GC ALL BAR / CAFE TRACK LIGHTING TO BE RUN THROUGH 1A BLACK / 2A CURRENT LIMITING DEVICE #RCLFI2BL-TCL2BL; SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION TROFFER 15057 6 TROFFER - LED RECESSED - 24X481N SB GC INTEGRATED LED CED 1 60OX1200MM - WHITE - 390OLM RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, (5131 OH yry�j y` Professional Engineer Tel: (513) 4 License: 62078 W a Z U W a ;�P��- _ - ` �,o UN 2 5 2018 C2' �P�O J. 0 ' R001 303 ` is r C) M r V)^ Z) F2 m J Q 0 0 V_ O r IT M M J LL J_ 2 N (STORE #: 56350 I PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA CHECKED By" M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: SCHEDULES SCALE: NO SCALE SHEET NUMBER: A-602 ►_ , 77 O 00 r O N LO N 16 MEN'S RESTROOM 16 WOMEN'S FURNITURE, FIXTURES AND EQUIPMENT PLAN scale: 1/4" = 1'-0" P 10152 P1 10726 P 110549 1 P 110294 C (2) A 10010 A 12336 A 10012 A 14676 A 10014 A 14677 A 10029 A 14678 SHEET NOTES 1. DO NOT CAULK TRASH RINGS TO COUNTERTOPS. 2. INSTALL NEW MERCH BAYS AS INDICATED. SECURE TO WALL. 3. INSTALL MERCHANDISE BASKETS AND CUBES AS INDICATED. 4. STARBUCKS TO COORDINATE NEWSPAPER FIXTURE ORDERING .CONTACT TRIAD MANUFACTURING BY EMAIL (starbuckscs@tdadmfg.com) OR BY PHONE (314-381-5280 X1111) TO ARRANGE SHIPMENT OF THE FIXTURE. ALLOW (5) DAY LEAD-TIME. 5. GENERAL CONTRACTOR TO REVERSE DOOR HINGE ON UNDER COUNTER REFRIGERATOR TO LEFT-HAND SWING, AS SHOWN. 6. SEE ELEVATIONS FOR DISTRIBUTION OF CUP DISPENSERS. 7. MOBILE ORDER AND PAY CUP LABELER. GC TO PROVIDE ELECTRICAL AS REQUIRED. 8. INSTALL NITRO EQUIPMENT AS INDICATED. 9. MOBILE ORDER AND PAY STATION. GC TO PROVIDE ELECTRICAL AS REQUIRED FOR INSTAL,-ATION OF PRINTER. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 10. LOCATION OF ALL SWITCHING. 11. SECURE LOCKER TO WALL PER MFGS. RECOMMENDATIONS. 12. PLACE FIRE EXTINGUISHER IN WORKROOM PER FIRE INSPECTOR. 13. ELECTRICAL PANELS. REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION. 14. INSTALL CORNER GUARDS IN BOH AREA AS INDICATED. SEE INTERIOR ELEVATIONS FOR CLARIFICATION. 15. VENDOR TO INSTALL WATER FILTRATION SYSTEM PER MANUFACTURER'S INSTRUCTIONS. GC TO PROVIDE PLUMBING AND ELECTRICAL REQUIREMENTS. 16. REFER TO ENLARGED RESTROOM PLAN & ELEVATIONS FOR RESTROOM FIXTURE LOCATIONS & MOUNTING HEIGHTS. 17. REFER TO APX-105 FOR ENLARGED PATIO PLAN. 18. EXISTING EXTERIOR PATIO RAILING. 19. EXISTING EXTERIOR BIKE RACK. NOTE: REFER SHEET 1-101.1 FOR DATA DEVICE, FURNITURE, GRAPHICS, PLUMBING FIXTURE, SPECIALITY EQUIPMENT AND SITE SCHEDULE. FURNITURE, FIXTURE AND EQUIPMENT PLAN 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 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 SINK WILL HAVE A SINGLE SERVICE TOWEL AND SOAP DISPENSER, AND ALL HAND SINKS TO HAVE A COMBINATION FAUCET OR PREMIXING FAUCET. G. FOR PLUMBING FIXTURES, REFER TO THE PLUMBING DESIGN PLAN. FOR DATA DEVICE SCHEDULE, REFER TO THE ELECTRICAL DESIGN PLAN. H. CONFIRM ALL NECESSARY CLEARANCES PER PRODUCT CUT SHEET REQUIREMENTS FOR ALL EQUIPMENT (E.G. ICE MACHINE). I. FOR LOCATION OF COUNTERTOP EQUIPMENT, REFER TO CASEWORK ELECTRICAL DETAILS. 0 2' 4' 8' Scale: 1/4" = V-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 4520' Professional Engineer Tel: (513) 4211 License: 62078 �PLQ J. nR,�j �-3t AI AROi;i /-.03 15 ` •, �0 L.L N� L.L W T� � �1 v LO D M J Q > LL 0 J J_ w w Z � O Q Q � w M w O _ CIL a a Ow I` N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: FF AND E PLAN I SCALE: 1/4" = 1'-0" 1 SHEET NUMBER: 1-101 c c ca v— O EI O N JI LL. a N t O M 06 O co �I U cc U) c N E U O c c O E (n N (n A C W Iq M 77 O 7 00 O N to N co DATA DEVICE SCHEDULE - "A" DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS AUDIO VISUAL 10005 1 MUSIC SYSTEM SB VD 10010 1 DT ORDER MONITOR SB VD 10012 1 DT COMMUNICATION SYSTEM SB VD 10017 5 SPEAKER SURFACE MOUNTED SB GC INTERIOR & EXTERIOR:BLACK 10076 1 AMPLIFIER - 141N 355MM SB VD 12336 1 DT TIMER SYSTEM SB VD 14676 1 DT POS MONITOR ARM DOUBLE SURFACE MOUNTED SB VD DATA 10002 1 COMPUTER MANAGER WORKSTATION SB VD 10007 1 PRINTER MANAGER WORKSTATION SB VD 18744 1 EQUIPMENT RACK WITH LOCK - 241N 610MM SB GC POINT OF SALE 10008 2 POS - REGISTER WITH COMPACT CASH DRAWER SB VD 10014 4 POS PRINTER SB VD 10022 1 MONEY COUNTER SB VD 10029 6 POS BANK SB GC 10075 3 CUP LABELER SB VD 14677 1 POS - DT TENDERING REGISTER SB VD PART OF RETAIL IT EQUIPMENT PACKAGE 14678 1 POS - DT EXPEDITOR SB VD PART OF RETAIL IT EQUIPMENT PACKAGE SECURITY 10024 1 SAFE LH - 20X18X261N 51 OX455X660MM jSB JGC 10028 1 1 ISAFE BASE jSB JGC SPECIALTY EQUIPMENT SCHEDULE - "E" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS COOLING 10267 5 FRIDGE UNDERCOUNTER 1 DOOR - 271N 685MM SB GC 11083 2 FRIDGE REACH IN 2 DOOR - 51X351N 1295X890MM SB GC 12618 1 FRIDGE UNDERCOUNTER 1 DOOR WITH SHELF - 271N 685MM SB GC 13682 2 FREEZER REACH IN 2 DOOR - 541N 1370MM JSB JGC EQUIPMENT 10312 4 BREWER SOFT HEAT WARMING STAND SINGLE SB GC 10746 1 BREWER DUAL SOFT HEAT SB GC 10808 1 GRINDER DITTING KR1203 SB GC 10856 6 BREWER SERVER SOFT HEAT SB GC 12407 2 OVEN TURBOCHEF NEXT GENERATION SB GC 12508 2 BLENDER QUIET MODEL ON COUNTER SB GC 12694 2 ESPRESSO MACHINE MASTRENA SB GC 15186 1 DISHWASHER HOT LOW STEAM SB GC 16623 1 SCALE DIGITAL WITH ADJUSTABLE DISPLAY MOUNT SMALL SB GC 17564 1 BLENDER PITCHER RINSER WITH SENSOR SB GC 18076 1 NITROGEN GENERATOR CN6 FOOD CASE 16238 1 FOOD CASE -ZEPHYR - 661N 1675MM jSB jGC ICE 10344 2 ICE - BIN DROP IN 90LB 40KG SB GC 10480 1 ICE - MACHINE ICE1806HR REMOTE COOLED SB GC 10527 2 ICE - BIN DROP IN 45LB 20KG SB GC 18029 1 ICE -BIN 13110 SB GC OTHER 10091 2 CUP DISPENSER TALL HOT VERTICAL SB GC 10099 2 RESTROOM TOILET PAPER HOLDER SB GC 10172 2 RESTROOM SEAT COVER DISPENSER SB GC 10179 2 HAND DRYER SURFACE MOUNTED SB GC 10305 1 TRASH DROP RING LINER SQUARE - BLACK SB GC 10384 2 DIAPER CHANGING STATION HORIZONTAL SB GC 10396 2 CUP DISPENSER SHORT HOT VERTICAL SB GC 10467 1 FILE CABINET 2 DRAWER SB GC 10501 1 FIRE EXTINGUISHER GC GC SPEC: MANUFACTURER: KIDDIE; PRODUCT PRO 460; PART #21005785; MULTIPURPOSE DRY -CHEMICAL TYPE UL RATED 4-A, 60-B:C, 10LB; METAL STRAP BRACKET PART # 366242 10769 2 RESTROOM GRAB BAR VERTICAL - 181N 455MM SB GC 10791 4 CUP DISPENSER GRANDE VENTI COLD VERTICAL SB GC 10829 4 CORNER GUARD - 1.251N 30MM - PEWTER GC GC (LOCATED @ BOH) 10855 4 CUP DISPENSER GRANDE VENTI HOT VERTICAL SB GC 10858 2 CUP DISPENSER TALL COLD VERTICAL SB GC 10859 2 RESTROOM GRAB BAR - 481N 1220MM SB GC 10862 2 RESTROOM GRAB BAR - 361N 915MM SB GC 10947 1 SOAP DISPENSER WALL MOUNTED SB GC 10977 1 PAPER TOWEL DISPENSER FULL SIZE - TRANSLUCENT GRAY SB GC 10992 1 PAPER TOWEL DISPENSER HALF SIZE - TRANSLUCENT GRAY SB GC 11115 3 SOAP DISPENSER SINK MOUNTED SB GC 13330 2 MOBILE CUP DISPENSER CADDY SB GC 13584 2 CUP DISPENSER TRENTA COLD VERTICAL SB GC 14737 1 POWER STRIP - 771N 1955MM - BLACK SB JGC STORAGE 10222 2 WIRE SHELF GRID AT SINK SB GC 10293 1 10 COMP LOCKER SB GC 10416 10 WORKROOM SHELVING - 361N 915MM SB GC 10462 10 WORKROOM SHELVING POSTS SB GC 10698 1 MOP RACK WITH 3 HOLDERS SB GC 11104 1 10 COMP LOCKER BASE SB GC 13834 1 BASE - 24X181N 61 OX455MM SB GC 17255 1 PASTRY TRAY CART - 601N 1525M SB GC 17264 1 ROLLING PASTRY TRAY THAW RACK - 20X261N 51 OX660MM SB GC 17639 1 1 1 WORKROOM CART - 241N 61 OMM jSB JGC FURNITURE SCHEDULE - "F" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS CHAIR 17853 24 CHAIR - CAFE ANGLED BACK WITH WOVEN SB GC SEAT - BLACK AND GREY ROPE MT0028 F0195 18069 16 CHAIR - CAFE S - WHITE OAK AND HOT SB GC ROLLED STEEL WD0073 MT0011 18070 20 CHAIR - STOOL 221N 560MM S - WHITE OAK SB GC AND HOT ROLLED STEEL WD0073 MT0011 18071 4 CHAIR - STOOL 221N 560MM S LOW BACK - SB GC WHITE OAK AND HOT ROLLED STEEL WD0073 MT0011 18321 2 CHAIR - STOOL 181N 455MM CROSS STITCHED SB GC UPHOLSTERED ROUND - BLACK AND OLIVE DRAB NATURAL WD0035 FO189 18470 6 CHAIR - LOUNGE LYZE - BEIGE GREY AND SB GC ANTIQUE BRONZE MT0043 18802 6 CHAIR - LOUNGE CLUTCH - WHITE OAK AND SB GC CARAMEL BROWN NATURAL WD0073 F0008 DESK 10123 1 DESK - MANAGERS WORKSTATION - SB GC 60X30X301N 1525X76OX760MM 10605 1 DESK - MANAGERS WORKSTATION SB GC KEYBOARD TRAY 16505 1 DESK - MANAGERS WORKSTATION SHELVES - SB GC 361N 915MM MIRROR 14350 2 MIRROR - RESTROOM ANGLED- 18X361N SB GC SB WAREHOUSE PROVIDED 455X915MM OTHER 10756 2 COAT HOOK 2 PRONG jSB jGC j@ RESTROOMS 10820 1 1 ICOAT HOOK STRIP - 461N 1170MM jSB jGC TABLE 16520 4 TABLE - BASE CAFE HEIGHT DOME ACCENT - SB GC 201N 51 OMM - HOT ROLLED STEEL MT0011 17340 8 TABLE - CAFE METAL PEDESTAL BASE SB GC SQUARE - 241N 610MM - BLACK MT0028 17341 4 TABLE - ACCESSIBLE METAL WITH TAPERED SB GC LEGS - 36X241N 915X610MM - BLACK MT0028 17644 4 TABLE - TOP ROUND - 241N 610MM - WHITE SB GC OAK WD0073 18442 2 TABLE - COMMUNITY COUNTER HEIGHT SB GC ANGLE BASE - 12 SEAT - WITH POWER WHITE OAK WD0073 18641 2 TABLE - OCCASIONAL TRAY TOP - 261N 660MM SB GC - WHITE OAK WD0073 18642 5 TABLE - OCCASIONAL TRAY TOP - 181N 455MM SB GC - WHITE OAK WD0073 18693 3 TABLE - OCCASIONAL COCKTAIL CAMERON - SB GC BEIGE GREY MT0043 19294 2 TABLE - ACCESSIBLE BASSAMFELLOWS SB GC ROUND - 421N 1065MM - WHITE OAK WD0073 WINDOW TREATMENT 12716 17 ROLLER SHADE - CHOCOLATE TRANSLUCENT SB F0048 - 14PC OPEN I JVD GRAPHICS AND ARTWORK SCHEDULE - "G" DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS GRAPHICS - ARTWORK 12693 1 COMMUNITY BOARD MAGNETIC MED WARM BROWN WD0073 - OVERALL DIMENSION: 3'-10" W X 3'-0' H SB GC SEE ELEVATION: 2/1-201 17410 1 WRAPPED CANVAS IN FLOAT FRAME WITH 1/2" REVEAL; FRAME 3C; OVERALL DIMENSION: 6'-4" W X 6'-4' H SB GC SEE ELEVATION: 2/1-202 GRAPHICS - INTERIOR MENU 18982 5 MENU BOARD - FRONT INSERT PANEL WITH SQUAREFRAME SB GC _ SEE ELEVATION: 2/1-203 18983 1 MENU BOARD - DAILY OFFERING CHALKBOARD WITH SQUARE FRAME SB GC SEE ELEVATION: 2/1-203 18984 6 MENU BOARD - UNIVERSAL WALL MOUNT BRACKET SB GC SEE ELEVATION: 2/1-203 GRAPHICS - OTHER 12679 1 EDUCATION DISK -ALTERNATIVE TRANSPORTATION BIKE SB GC DUGGAL 12683 1 EDUCATION DISK - ENERGY SB GC DUGGAL 12684 1 EDUCATION DISK - RESPONSIBLE MATERIALS SB GC DUGGAL 12686 1 EDUCATION DISK - WATER RINSE ON DEMAND SB GC DUGGAL 12688 1 EDUCATION DISK - RECYCLE SB GC DUGGAL 12689 2 EDUCATION DISK - HAND DRYER SB GC DUGGAL 13088 1 1 EDUCATION DISK - LEED PRE -CERTIFICATION SB GC DUGGAL 14298 1 1 EDUCATION DISK - GROUNDS FOR YOUR GARDEN SB GC DUGGAL GRAPHICS - RESTROOM SIGNAGE 10753 1 1 1 RESTROOM SIGN SET ACCESSIBLE JSB JGC MECHANICAL EQUIPMENT SCHEDULE - "M" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS OTHER 17797 1 ENERGY MANAGEMENT SYSTEM - HVAC ONLY SB GC PLUMBING FIXTURE SCHEDULE - "P" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS DRAIN 10294 10 DRAIN - FLOOR SINK SQUARE - 121N 305MM SB GC 10594 3 DRAIN - FLOOR SINK SQUARE - 51N 125MM GC GC ZURN ZN415B 10726 10 DRAIN - GRATE HALF SQUARE - 121N 305MM SB GC FAUCET 10152 1 FAUCET - DOUBLE LABORATORY WITH BENT RISER SPOUT SB GC 10153 3 FAUCET - WATER TOWER - 121N 305MM SB GC 10215 4 FAUCET - DOUBLE LABORATORY WITH SWING SPOUT SB GC 10447 1 FAUCET - PRE RINSE SPRAYER WALL MOUNTED SB GC 10597 3 FAUCET - SINGLE HANDLE SB GC 10804 1 FAUCET - PRE RINSE SWING SPOUT SB GC 10874 3 FAUCET - HOT WATER DISPENSER GOOSENECK SB GC 10922 1 FAUCET - MOP SINK WALL MOUNTED SB GC 11003 2 FAUCET - DIPPERWELL SB GC 13588 1 FAUCET - HAND SINK WALL MOUNTED SB GC 17569 1 FAUCET - WARE RINSER IN COUNTER - 24X91N 60OX235MM SB GC 17572 1 1 1 FAUCET -TAP SINGLE HANDLE jSB GC FILTER 12501 1 FILTER - RO SYSTEM 600GPD SB VD 12507 1 FILTER - RO SYSTEM 40GAL STORAGE TANK SB VD 12896 1 FILTER - BRINE TANK SB VD 12899 2 FILTER - POLY GLASS VESSEL SB VD 13076 1 FILTER - PREFILTRATION SYSTEM SB VD 13082 1 1 1 FILTER - WATER SOFTENER TWIN ISB VD 13149 1 1 1 FILTER - PRESSURE GAUGE jSB VD OTHER AO SMITH DEL-5011109 1 WATER SINK 10116 2 SINK - RESTROOM WALL MOUNTED SB GC 10549 1 SINK - RINSE DROP IN SST - 12X201N 305X51 OMM SB GC 10995 1 SINK - MOP - 24X241N 61 OX61 OMM SB GC 12807 1 SINK - UTENSIL RINSE WITH GRATE SST - LH - 14X201N 355X510MM SB GC 12808 1 SINK - UTENSIL RINSE WITH GRATE SST - RH - 14X201N 355X51OMM 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 17565 1 SINK - RINSE WITH DRAINBOARD - 15X271N 380X685MM SB GC 17632 1 SINK - STACKED DRAINBOARD - 151N 380MM SB GC 17650 1 SINK - DRAIN TRAY - 9X61N 230X150MM SB GC 18743 1 SINK - WATER FILLING STATION - 36X241N 915X61 OMM jSB GC TOILET X0110 2 TOILET SINGLE FLUSH 1.0 GPF GC GC VENDOR: KOHLER; MODEL K-3519 FINISH: WHITE #0, REQUIRES SEPARATE SEAT MODEL MODEL # K-4650; 1.OGPF SITE SCHEDULE - "Y" DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS EXTERIOR MENU 14116 1 MENU BOARD - DT DIGITAL ORDER SCREEN - FLAT BLACK MT0028 SB VD SEE DETAIL: 1/APX-102 14119 1 MENU BOARD - DT 5 PANEL FREESTANDING - 108X651N 2745X1650MM - FLAT BLACK MT0028 SB VD SEE DETAIL: 1/APX-103 14120 1 MENU BOARD - DT PRE MENU FREESTANDING - 36X651N 915X1650MM - FLAT BLACK MT0028 SB VD SEE DETAIL: 4/APX-103 15700 1 MENU BOARD - DT DIGITAL ORDER SCREEN CONTROLBOX SB VD SEE DETAIL: 1/APX-102 OTHER 10042 2 BIKE RACK HOOP EXIST EXIST SEE DETAIL: 10/APX-104 10163 1 DT WINDOW SHELF - 561N OBSIDIAN PAPERSTONE EXIST EXIST SEE DETAIL: 7/APX-103 14095 1 DT WAYFINDING GRAPHIC EXIT ARROW - WHITE EXIST EXIST SEE DETAIL: 8/APX-104 14101 1 DT WAYFINDING GRAPHIC ENTRY ARROW - GREEN EXIST EXIST SEE DETAIL: 9/APX-104 14163 1 DT ORDER POINT CANOPY FREESTANDING - FLAT BLACK MT0028 SB VD SEE DETAIL: 2/APX-103.1 14323 5 DT WAYFINDING GRAPHIC DIRECTIONAL DOUBLE ARROW - GREEN EXIST EXIST REFERENCE PAINT P936 FOR SPECIFICATIONS 14324 10 DT WAYFINDING GRAPHIC DIRECTIONAL DOUBLE ARROW - WHITE EXIST EXIST REFERENCE PAINT P935 FOR SPECIFICATIONS X2101 4 CIRCULAR BOLLARD - 6" DIA 1EXIST I EXIST SEE DETAIL: 1 /APX-1 04 X2102 1 EXTERIOR PATIO RAILING EXIST EXIST SEE DETAIL:2/APX-105 UMBRELLA 12147 4 UMBRELLA - BASE FOR CANOPY - BLACK MT0028 SB GC 17876 4 UMBRELLA - WITHOUT VALANCE - 6FT 183CM - GREEN CANVAS F0056 SB GC RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 45203 ,,��yyy�y�.� Professional Engineer Tel: (513) 421-2219�i?1id riC.,Q�Zse: 62078 PAD J RET , %-7 ,03 ; 0 N0 1..1� I..1_ W �= v U') D . CM J Q Q LL 0 J J Lij � ,,��xx W w � J J_ = Z O CM Q Q w w w _ I..L W a- 5-ti iQ N ISTORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA ICHFCKFD BY- M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: FF AND E SCHEDULES SCALE: NO SCALE SHEET NUMBER: 1-101.1 ME C C m 0 EI 0 NI J LL v N rn cc 06 C) M CD (n Y U 2 CU W C a� E U O 0 C C ca 0 5 N co A C O to M r O T_ O N L0 N C0 UPPER CASEWORK PLAN scale: 1/2" = 1'-0" CASEWORK PLAN scale: 1/4" = 1'-0" (STORAGE) nL;u UrIC V V U 1 r l! O SIT HERE BAR 0 1' 2' 4' Scale: 1/2" = V-0" 0 2' 4' 8' Scale: 1/4" = V-0" CASEWORK PLAN NOTES A. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF A DISCREPANCY EXISTS BETWEEN CASEWORK SHOP DRAWINGS, SITE DIMENSIONS, CASEWORK PLAN OR ACTUAL CASEWORK FIXTURES. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. 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 CASEWORK SCHEDULE, UNLESS OTHERWISE NOTED. D. REFER TO CASEWORK INSTALLATION MANUAL PROVIDED BY CASEWORK VENDOR FOR COMPLETE INSTALLATION INSTRUCTIONS. E. ALL CASEWORK BOX BASE UNITS SHALL BE SET ON 1/4" (6MM) NON -ABSORBENT PLASTIC SHIMS PROVIDED BY CASEWORK VENDOR. F. SEE WALL FINISH PLAN FOR LOCATION, TAGGING, AND FINISH SCHEDULES OF APPLIED WALL TREATMENTS. G. SEE REFLECTED CEILING PLAN FOR CASEWORK SOFFIT LOCATIONS. H. REFER TO UPPER CABINET ATTACHMENT DESIGN DETAIL FOR INSTALLATION INFORMATION. I. POINT OF SALE AND HAND-OFF PLANE TO BE INSTALLED AT A MAXIMUM HEIGHT OF 2'-10" (860MM) A.F.F. SHEET NOTES 1. DO NOT CAULK TRASH RINGS TO COUNTERTOPS. 2. INSTALL CONDIMENT CART AS INDICATED. 3. REFER TO CASEWORK DETAIL SHEETS FOR ADDITIONAL INFORMATION. 4. INSTALL MERCH BAYS AS INDICATED. 5. INSTALL DRIVE-THRU POS CUBBYAS INDICATED. 6. CASEWORK VENDOR TO CUT HOLE IN BOTTOM OF CABINETS AS REQUIRED AT FLOOR SINKS AND PROVIDE EDGING WHERE APPLICABLE. 7. INSTALL FULL HEIGHT CORNER GUARDS THROUGHOUT AS INDICATED. SEE INTERIOR ELEVATIONS FOR CLARIFICATION. 8. INSTALL METAL FLAT STOCK BAR AS INDICATED. CASEWORK LEGEND ® INDICATES STAINLESS STEEL (SST) COUNTERTOP INDICATES SOLID SURFACE (SS) COUNTERTOP L_ INDICATES WAINSCOT VERTICAL TRIM AND/OR CORNER GUARD @ CAFE-11815 NOTE: SEE SHEET 1-101.1 FOR GRAPHICS SCHEDULE "G" SEE SHEET 1-102.1 FOR CASEWORK AND CASEWORK FINISH SCHEDULE "C" RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. ISTARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421.2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421- License:62078 NM L.L W Z `✓ U') 00 . M J Q Q L.L Q J m J w 06 w J J J = � w M w _ a a Q LU IN STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA ICHFCKFD BY- M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK PLAN I SCALE: As indicated I SHEET NUMBER: 1-102 c c 0 EI ti O NI J LL a N rn c� 06 0 cM I 0 Y U 7 2 CU U) c a� E U 0 c c v— 0 5 A I' M O T_ 470 O (V L0 N (0 CASEWORK SCHEDULE - "C" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS CABINET 12034 1 CABINET - VARIABLE TO 291N 737MM SB GC LENGTH REQUIRED: 2'- 5" 17573 1 CABINET - COUNTER SUPPORT PANEL - 31N 75MM SB GC 17574 3 CABINET - SINK OR ICE - 151N 380MM SB GC 17580 2 CABINET - CBE TEA SHELF - 291N 735MM - FLAT BLACK MT0028 SB GC NOT PROVIDED BY CASEWORK VENDOR VENDOR: PREMIER FIXTURES 17581 1 CABINET - CBE DRY INCLUSION SHELF - 231N 585MM - FLAT BLACK MT0028 SB GC NOT PROVIDED BY CASEWORK VENDOR VENDOR: PREMIER FIXTURES 17740 1 CABINET - 30IN 760MM SB GC 17741 5 CABINET - 151N 380MM SB GC 17742 1 CABINET - DT POS UPPER CUBBY - 321N 815MM SB GC 17743 3 CABINET - POS - 301N 760MM SB GC 17744 1 CABINET - POS BRIDGE - 221N 560MM SB GC 17745 2 CABINET - DRAWER - 151N 380MM SB GC 17747 5 CABINET - TRASH - 151N 380MM SB GC 17754 1 CABINET - ESPRESSO CUBBY - 181N 455MM SB GC 17896 1 CABINET - CUBBY - 151N 380MM SB GC 17897 1 CABINET - WITH TRASH - LF - 301N 760MM SB GC 17898 1 CABINET - WITH TRASH - RF - 301N 760MM SB SB 18122 1 CABINET - SINK OR ICE - 161N 405MM SB IGC CAFE 12236 1 CONDIMENT CART SINGLE TOP SOLID SURFACE SB GC 12363 2 MERCH BAY UNIT BACK PANEL SOLID SB GC NOT PROVIDED BY CASEWORK VENDOR 12640 1 NEWSPAPER STAND 4 TIER - 391N 990MM SB GC 13374 1 CONDIMENT CART SINGLE BASE FRAME SB GC NOT PROVIDED BY CASEWORK VENDOR 13399 1 CONDIMENT CART SINGLE METAL TOP ASSEMBLY SB GC NOT PROVIDED BY CASEWORK VENDOR 14291 1 CONDIMENT CART SINGLE FINISH PANELS WITH LAMINATE BACK SB GC 15219 2 MERCH FEATURE CUBE FREESTANDING TALL - DARK WARM BROWN WD0001 SB GC NOT PROVIDED BY CASEWORK VENDOR 15221 2 MERCH BAY UNIT - DARK WARM BROWN WD0001 SB GC NOT PROVIDED BY CASEWORK VENDOR COUNTERTOP 17809 1 COUNTERTOP - HAND SINK WITH LOW SPLASH STAINLESS - 151N 380MM SB GC 17817 1 COUNTERTOP - BACKBAR ADD - 301N 760MM SB GC 17824 1 COUNTERTOP - DT POS - LF - VARIABLE LENGTH SB GC LENGTH REQUIRED: T-10 1/2" LENGTH 17828 1 COUNTERTOP - BACKSPLASH - VARIABLE LENGTH SB GC 17830 1 COUNTERTOP - POS - 821N 2085MM SB GC 17837 1 COUNTERTOP - WARMING - 751N 1905MM SB GC 18124 1 COUNTERTOP - TEA - LF - 761N 1930MM SB GC 18135 1 COUNTERTOP - ESPRESSO WITH DUAL SINK AND ICE - 1471N 3735MM SB GC 18136 1 COUNTERTOP - FRONTBAR CAP - 1471N 3735MM SB GC 18723 1 COUNTERTOP - BREW WITH TRASH DROP - RF - 1051N 2665MM SB GC 18852 1 COUNTERTOP - FRONTBAR MOP - 301N 760MM SB GC 18868 1 COUNTERTOP - FRONTBAR CAP - 301N 760MM SB GC X1005 1 CUSTOM COUNTERTOP - NITRO AND SIT HERE COUNTERTOP - 1091N 2765MM SB GC FINISH: CP0066; SEE DETAIL: 2/1-506 X1008 1 CUSTOM COUNTERTOP - BLENDED BEVERAGE - LF - 971N 2460MM SB GC FINISH: CP0066; SEE DETAIL: 7/1-508 X1014 1 CUSTOM COUNTERTOP - HANDOFF - 561N 1420MM SB GC FINISH: CP0066; SEE DETAIL: 2/1-506 X1017 1 COUNTERTOP - CUSTOM BACKSPLASH - 1'-1 LENGTH SB GC FINISH: CP0066; 2" HEIGHT REQUIRED DIEWALL 17831 1 DIEWALL - POS - 821N 2085MM SB GC 18137 1 DIEWALL - ESPRESSO - 1471N 3735MM SB GC 18853 1 DIEWALL - 301N 760MM SB GC 18875 1 DIEWALL - CORNER SQUARED SB GC X1003 1 CUSTOM DIEWALL - NITRO AND SIT HERE - 791N 2005MM SB GC SEE DETAIL: 1/1-506 X1009 1 CUSTOM DIEWALL - HANDOFF INLINE - 561N 1420M M SB GC SEE DETAIL : 1/I-506 FIT KIT 17894 1 FIT KIT - CABINET FILLER PANEL JSB JGC OTHER 11155 2 ESPRESSO MACHINE PUMP MOUNT- 1OX101N 255X255MM SB GC 11815 10 CORNER GUARD - 1.251N 30MM - HOT ROLLED STEEL, FINISH MT0011 SB GC PROVIDED BY CASEWORK VENDOR 12809 5 SUPPORT BRACKET FOR CUSTOMER BAR SB GC MAX SPACING 24" ON CENTER. VERIFY PER FINAL COUNTERTOP DIMENSION. 17829 1 FRENCH CLEAT - VARIABLE LENGTH SB GC Designer To Verify Quantity. Provide Overall Length Required 18139 1 SHROUD - 1471N 3735MM SB GC FINISH:CP0066 SEE DETAIL: 2/1-506 18145 2 COUNTERTOP SUPPORT LEG SB GC X1007 1 CUSTOM COUNTERTOP - DT WINDOW SILL TOP SB GC FINISH:CP0066 SEE DETAIL: 7/1-508 X1012 1 VALENCE - FRONT BAR LIGHT VALENCE; FINISH: CP0066; LENGTH: 4891N 12420MM SB GC FINISH: CP0066; SEE DETAIL: 2/1-506 X1013 1 SHROUD - 301N 760MM SB GC FINISH: CP0066; SEE DETAIL: 2/1-506 X1015 1 CUSTOM BACKBAR MENU BOARD FRAME SB GC FINISH: WD0073; SEE DETAIL: 1/1-508 X1020 2 METAL FLAT STOCK BAR SB JGC I FINISH: MT0011 PANEL 17832 1 PANEL - 821N 2085MM SB GC 18138 1 PANEL - 1471N 3735MM SB GC 18854 1 PANEL - 301N 760MM SB GC X1002 1 CUSTOM PANEL - NITRO AND SIT HERE BAR 1141N 2895MM SB GC FINISH: WD0073; SEE DETAIL: 1/1-506 X1011 1 CUSTOM PANEL - HANDOFF INLINE 561N 1420MM SB GC FINISH: WD0073; SEE DETAIL: 1/1-506 X1024 2 WOOD CLADDING - WAINSCOT SB GC FINISH: WD0073 CW FINISH - NCS LOCATION DESCRIPTION FINISH CODE COMMENTS CABINETS DT POS CUBBY PLASTIC LAMINATE -MOTTLED BLACK PL0019 UNDERCOUNTER CABINET BACKBAR PLASTIC LAMINATE - MOTTLED BLACK PL0019 UNDERCOUNTER CABINET FRONTBAR PLASTIC LAMINATE - MOTTLED BLACK PL0019 UNDERCOUNTER CABINET INTERIOR PLASTIC LAMINATE - ALMOND CAFE CONDIMENT CART COUNTERTOP COMPOSITE - WILLOW CP0066 COUNTERTOPS-BACKBAR BREW, ADD, TEA AND WARMING COUNTERTOPS COMPOSITE - WILLOW CP0066 DT POS AND BLENDED COUNTERTOPS COMPOSITE - WILLOW CP0066 HAND SINK COUNTERTOP COMPOSITE - WILLOW #4 BRUSHED 16GA SST COUNTERTOPS - FRONT BAR ESPRESSO COUNTERTOP COMPOSITE - WILLOW GP0066 POS, NITRO, MOP, SIT -HERE BAR COUNTERTOPS COMPOSITE - WILLOW CP0066 FINISH PANELS CONDIMENT CART FINISH PANELS WOOD - WHITE OAK - HORIZONTAL PLANK WD0073 MAD 100 ESPRESSO, NITRO, MOP FINISH PANELS WOOD - WHITE OAK - HORIZONTAL PLANK WD0073 MAD 100 FINISH PANEL TRIM DETAILS METAL - HOT ROLLED STEEL MT0011 POS FINISH PANEL WOOD - WHITE OAK - HORIZONTAL PLANK WD0073 MAD 100 SIT -HERE BAR FINISH PANELS WOOD - WHITE OAK - HORIZONTAL PLANK WD0073 _ MAD 100 OTHER DT WINDOW SILL TOP COMPOSITE - WILLOW CP0066 ESPRESSO SHROUD COMPOSITE - WILLOW CP0066 MENU BOARD FRAME WOOD - WHITE OAK - WOOD STAIN WD0073 LOCATION: CAFE METAL TRIM METAL - HOT ROLLED STEEL MT0011 WOOD TRIM WOOD - WHITE OAK - SOLID WOOD WD0073 LOCATION: CAFE CASEWORK CABINET BASE SCHEDULE DESIGN ID COUNT BASE OPTION DESCRIPTION 12034 1 Other CABINET - VARIABLE TO 291N 737MM 17573 1 Box Base CABINET - COUNTER SUPPORT PANEL - 31N 75MM 17574 3 Other CABINET - SINK OR ICE - 151N 380MM 17740 1 Other CABINET - 301N 760MM 17741 5 Other CABINET - 151N 380MM 17743 3 Other CABINET - POS - 301N 760MM 17744 1 Box Base CABINET - POS BRIDGE - 221N 560MM 17745 2 Other CABINET - DRAWER - 151N 380MM 17747 5 Other CABINET - TRASH - 151N 380MM 17754 1 Box Base CABINET - ESPRESSO CUBBY - 181N 455MM 17894 1 Other FIT KIT - CABINET FILLER PANEL 17896 1 Other CABINET - CUBBY - 151N 380MM 17897 1 Other CABINET - WITH TRASH - LF - 301N 760MM 17898 1 Other CABINET- WITH TRASH - RF - 301N 760MM 18122 1 Other CABINET - SINK OR ICE - 161N 405MM RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421.2210 License: AR0017303 design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 45 Professional Engineer Tel: f5131 421 License:62078 ' PLO J . Re T ,"�25 L 0 e N0 I..L N� I..L W r1 v L0 Z CM J Q 0 LL > � J z 06 w J J = z o M ¢ Q� �_ w w LLI IZ Iz O ti N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA ICHECKED BY: M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK SCHEDULES SCALE: NO SCALE SHEET NUMBER: 1-102.1 f� all, FLOOR TREATMENT SCHEDULE - "T" DESIGN ID I AREA DESCRIPTION FURN. BY I INST. BY COMMENTS CONCRETE 11377 12191 SF I CONCRETE - LIGHT GREY STAIN jGC JGC OTHER 12243 136 SF WALK OFF MAT - RECYCLED TIRE TILE - CHARCOAL - 12X121N 30OX300MM SB GC WALL BASE SCHEDULE - "B" DESIGN ID I LENGTH DESCRIPTION FURN. BY I INST. BY COMMENTS TILE BASE 11403 384' - 0 1/4" TILE BASE - NERO - 6X121N 15OX300MM JSB jGC I GROUT: MAPEI - 10 BLACK, OR EQUAL FLOOR FINISH PLAN scale: 1/4" = 1'-0" RESTROOM STAINED VESTIBULE CONCRETE TILE BASE f T 11377 B71 1405Y 1 ) STAINED CONCRETE TILE BASE 4 T 11377 B 11403 O B 11403 1 TILE BASE 0 2' 4' 8' Scale: 1/4" = 1'-0" T 12243 WALK -OFF MAT (RECESSED) TYP. 4 1-502 SIM. 1 1-502 FLOOR FINISH PLAN NOTES A. STARBUCKS TO SUPPLY RETAIL FLOOR TILE AND TILE BASE. 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. B. ALL FLOORING AND BASE MATERIAL TO BE INSTALLED ACCORDING TO SPECIFICATIONS. C. ALIGN TILE TRANSITIONS ON WHOLE TILES AS SHOWN. D. FOR CARPET INSTALLATION, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET NOTES 1. INSTALL TILE BASE IN CAFE, BACKBAR, RESTROOM VESTIBULE, RESTROOM AND WORKROOM AS INDICATED. 2. PASTRY CASE FOOTPRINT. 3. FLOOR SINK/FLOOR DRAIN LOCATION. SEE PLUMBING DRAWINGS. 4. INSTALL STAINED CONCRETE FLOORING IN CAFE, BACKBAR, RESTROOM VESTIBULE, RESTROOMS AND WORKROOM AS INDICATED. 5. INSTALL WALK -OFF MAT AT ENTRANCE AS INDICATED. CUT OUT CONCRETE AS REQUIRED PER MANUFACTURER'S SPECIFICATIONS. FLOOR FINISH LEGEND CONCRETE - LIGHT GREY STAIN IIIIIIcIIIIIIWALK-OFF MAT - RECYCLED TIRE 30OX300MM IIII�I�'lllll — - — - — TILE BASE - NERO - 6X121N 150X300MM RESPONSIBILITY LEGEND T 11377 T 12243 FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose W Timothy L Raberding, PE Cincinnati, OH rofessional Engineer Tel: (5131 42 i1 (^ Cr / nse: 62078 �_D JIRe 25 2018 N0 N� W Ln V . J Q 0 LL 0 W J J 06 w J J_ w M w O _ a a O ti W N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA ICHECKED BY* M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: FLOOR FINISH PLAN I SCALE: 1/4" = 1'-0" I SHEET NUMBER: 1-103 �i W WALL TREATMENT (AREA) SCHEDULE - "Q" DESIGN ID I AREA DESCRIPTION FURN. BY I INST. BY COMMENTS PLASTIC 11469 11216 SF I FRP - WHITE JGC JGC TILE 10157 585 SF TILE - RITTENHOUSE SQUARE - BISCUIT BEVELED - 3X61N 75X150MM SB GC GROUT: MAPEI - 02 PEWTER, OR EQUAL 19328 489 SF TILE - ON POINT TRIANGLE - MATTE DOLOMITE - 12X121N 305X305MM SHEET SB GC GROUT: MAPEI - 106 WALNUT, OR EQUAL, TILE ROTATED 45 DEGREES WITH HORIZONTAL DIAGONALS PAINT SCHEDULE COLOR CODE DESCRIPTION LRV FURN. BY INST. BY COMMENTS SW6191-ES SW - CONTENTED-- EGGSHELL 52 GC GC USE PRIMER CP-1 SW7645-ES SW - THUNDER GRAY - EGGSHELL 9 GC GC USE PRIMER CP-1 SW7645-SG SW - THUNDER GRAY - SEMIGLOSS 9 GC GC USE PRIMER CP-1 WALL TREATMENT (LENGTH) SCHEDULE- "R" DESIGN ID I LENGTH DESCRIPTION FURN. BY INST. BY COMMENTS METAL TRIM X1201 192'-10" TRIM - 1.51N METAL TRIM SB GC LOCATION: CAFE AND BACKBAR PROVIDED BY CASEWORK VENDOR TRIM X1202 25' - 4 1/4" METAL FLAT STOCK TRIM, FINISH: MT0011 SB GC LOCATION: ABOVE WOOD CLADDING PROVIDED BY CASEWORK VENDOR RESTROOM VESTIBULE 4 3 1-204 5 i/y 1 1 , O C 11815 -_-_ _----- a C 11815 SW768 I 11 L---- r �— - - SW7645-ES 8 8 -----� 3 I I; 11 C 11815 I-501 SW6191-ES SW76454ES 11 ' I ' 8 I-501 .......... 1-204 8 MEN'S 0 CAFE/SEATING 8 1 1 RESTROOM OMEN'S ASSEMBLY 1 I-2o1 E 10829 I I 4 6 I RESTROOM I 6 7 I 3 / L - - - �L - - - - - - - - - SW7645-ES 1 3 I-202 1 E 10829 ::�jj ------ _—_ --_ I � 1 2 8 7 a 1-501 I 6 I 10 RETAIL 1 I-501 (ASSEMBLY) 2 1-205 ('1'-204 7 WALL FINISH PLAN Scale: 1/4" = V-0" r� u SW7645-ES 10 SW7645-ES 11 SW7645ES (_10)_ WALL FINISH PLAN NOTES A. WORKROOM TO BE FINISHED PER LOCAL CODE REQUIREMENTS. B. INSTALL CORNER GUARDS AS INDICATED. MOUNT AT 6" (150MM) AFF. BACK -PAINT WITH CORRESPONDING WALL COLOR. ADHERE WITH CLEAR SILICONE ADHESIVE AND #6 STAINLESS STEEL OVAL HEAD SCREWS 3" (75MM) FROM ENDS, 12" (300MM) ON CENTER. OFFSET SCREWS ON EITHER SIDE BY 1/2" (10MM) VERTICALLY. CUT CORNER GUARDS TO FIT BELOW CHAIR RAIL AT APPLICABLE LOCATIONS. DO NOT INSTALL CORNER GUARDS ABOVE CHAIR RAIL. C. INSTALL METAL CORNER GUARDS AS INDICATED. MOUNT AT 6" (150MM) AFF. AFFIX WITH #6 STAINLESS STEEL OVAL HEAD SCREWS 3" (75MM) FROM ENDS, 12" (300MM) ON CENTER OFFSET SCREWS ON EITHER SIDE BY 1/2" (10MM) VERTICALLY. TO BE INSTALLED IN BACK OF HOUSE ONLY. D. CHANGE OF PAINT COLOR ALLOWED AT INSIDE CORNERS ONLY. E. REFER TO INTERIOR ELEVATIONS FOR GRAPHICS LOCATIONS. F. REFER TO CASEWORK FINISH SCHEDULE FOR ADDITIONAL INFORMATION. G. GENERAL CONTRACTOR TO PROVIDE AND INSTALL WORKROOM WALL FINISHES. SHEET NOTES 1. INSTALL FRP BEHIND BACKLINE CABINETS BELOW COUNTERTOPS TO TOP OF BASELINE. SEE DETAIL ON 1-501. 2. GC TO INSTALL BACKBAR WALL TILE AS INDICATED ON INTERIOR ELEVATIONS. 3. INSTALL FULL HEIGHT FRP AT WORKROOM WALLS AS INDICATED. 4. INSTALL WALL TILE AT RESTROOMS AS INDICATED. 5. BACKBAR TILE TO RETURN TO MULLIONS WITHIN DRIVE-THRU WINDOW OPENING AS INDICATED. 6. PROVIDE FIRE TREATED WOOD BLOCKING AS REQUIRED TO SUPPORT ANY WALL ATTACHMENTS. 7. REFER TO SHEET 1-501 FOR WALL FINISH DETAILS. 8. INSTALL FULL HEIGHT CORNER GUARDS THROUGHOUT AS INDICATED. SEE INTERIOR ELEVATIONS FOR CLARIFICATION. 9. PAINT WALL ABOVE BACKBAR WALL TILE AS INDICATED ON INTERIOR ELEVATION. 10. PAINT WALL ABOVE STOREFRONT GLAZING AS INDICATED ON INTERIOR ELEVATION. 11. PAINT WALL AS INDICATED ON INTERIOR ELEVATIONS. WALL TREATMENT LEGEND L---------------- I � INDICATES PARTIAL -HEIGHT FRP Q 11469 1 — - — — - INDICATES BACKBAR WALL TILE Q 19328 — INDICATES FULL HEIGHT- FRP Q 11469 ----4 INDICATES WOOD CLADDING @ 2'-10" WD0073 10 SW7645-ES AFF. - INDICATES RESTROOM WALL TILE Q 10157 I INDICATES FULL HEIGHT J CORNER GUARD @ CAFE-11815 j 2sj INDICATES CORNER GUARD @ BOH-10829 C' RESPONSIBILITY LEGEND 13 SIM. y1-501 1I =12 10 1-501SW6191-ES 0 2' 4' 8' Scale: 1/4" = 1'-0" FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 OU'sesign Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel:(513 421.991 License:62078 RFT�pA�7 , r,� n7f� N0 I..L L.L. W �Z v L0 D . CM J Q 0 LL 0 CO JJ m w Q 06 � p J J = Z � r O Q H Q LU o M LU O V oM a a � W N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: WALL FINISH PLAN I SCALE: 1/4" = 1'-0" I SHEET NUMBER: 1-104 III Z c cy T O E I r` O CV I J LL a� ICU 0 T, C 00 0 0 ,CO O CV u7 N (0 DESIGN ID # 12679 DESIGN ID # 12686 U LEED EDUCATIONAL SIGNAGE PLAN Scale: 1/4" = V-0" DESIGN ID # 12683 DESIGN ID # 13088 DESIGN ID # 12684 DESIGN ID # 12689 �,-,� DESIGN ID # 14298 l v DESIGN ID # 12688 RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. SHEET NOTES A. ALTERNATIVE TRANSPORTATION EDUCATION (BIKE) DISK MOUNT ON ABOVE COMMUNITY TABLE AS REQUIRED. SEE FF&E PLAN FOR EXACT LOCATION. B. ENERGY EDUCATION DISK. MOUNT ON FRONTBAR COUNTERTOP AS REQUIRED. SEE ENLARGED BAR PLAN ON CASEWORK DETAIL FOR EXACT LOCATION. C. RESPONSIBLE MATERIALS EDUCATION DISK ON ABOVE COMMUNITY TABLE AS REQUIRED. SEE FF&E PLAN FOR EXACT LOCATION. D. GROUNDS FOR YOUR GARDEN DISK. MOUNT ON ABOVE CONDIMENT CART AS REQUIRED. SEE FF&E PLAN FOR EXACT LOCATION. E. WATER EDUCATION DISK. MOUNT ON FRONTBAR COUNTERTOP AS REQUIRED. SEE ENLARGED BAR PLAN ON CASEWORK DETAIL FOR EXACT LOCATION. F. LEED CERTIFICATION DISK. MOUNT POS COUNTERTOP AS REQUIRED. SEE ENLARGED BAR PLAN ON CASEWORK DETAIL FOR EXACT LOCATION- G. HAND DRYER EDUCATION DISK. SEE RESTROOM ELEVATION FOR MOUNTING HEIGHT AND LOCATION. H. RECYCLE EDUCATION DISK. MOUNT ON ABOVE CONDIMENT CART AS REQUIRED. SEE FF&E PLAN FOR EXACT LOCATION. LEED DISK SCHEDULE - "G" DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS GRAPHICS - OTHER 12679 1 EDUCATION DISK -ALTERNATIVE TRANSPORTATION BIKE SB GC DUGGAL 12683 1 EDUCATION DISK - ENERGY SB GC DUGGAL 12684 1 EDUCATION DISK - RESPONSIBLE MATERIALS SB GC DUGGAL 12686 1 EDUCATION DISK -WATER RINSE ON DEMAND SB GC DUGGAL 12688 1 EDUCATION DISK - RECYCLE SB GC DUGGAL 12689 2 EDUCATION DISK - HAND DRYER SB GC DUGGAL 13088 1 EDUCATION DISK - LEED PRE -CERTIFICATION SB GC DUGGAL 14298 1 EDUCATION DISK - GROUNDS FOR YOUR GARDEN SB GC DUGGAL 0 2' 4' 8' Scale: 1/4" = 1'-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 uesign Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45 Professional Engineer Tel: (513) 421- _ ,— _ 'cense: 62078 a z U w a r) ry ryN� W V Q 0 i W V_ O M W 7;,/ UN 2 5 201 �aN_D J. RE T P W w 0 U LUJ ry 0- L0 CM M J LL J J m J_ _1 = (D O a W ON STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEE DID AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: LEED EDUCATIONAL SIGNAGE PACKAGE SCALE: 1/4" = 1'-0" SHEET NUMBER: 1-105 i f-9 c C C: (a a 0 EI T- o N J II rn co 0 M W N O IT 77 T- ''.0 r O N LID (0 Y LL C LL C C C cc d L LL C LL C C a C is MERCH BAYS scale: 3/8" = 1'-0" CONDIMENT CART scale: 3/8" = V-0" MEF<(:H BAYS CLADDING INTERIOR ELEVATION NOTES A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR INSTALLATION AND SPACING REQUIREMENTS. B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER CABINETS. WHERE TILE DOES NOT TERMINATE AT BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF COUNTERTOP. C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT PLAN. D. SEE ENLARGED RESTROOM PLAN DETAILS FOR ACCESSORY MOUNTING HEIGHTS. SHEET NOTES 1. LOCATION OF ALL EXIT/ EMERGENCY LIGHTS FOR REFERENCE ONLY. GC TO VERIFY WITH LOCAL FIRE MARSHAL PRIOR TO INSTALLATION. 2. INSTALL SUSPENDED TRACK LIGHTING AS INDICATED. SEE LIGHTING PLAN. 3. INSTALL FULL HEIGHT CORNER GUARDS AS INDICATED. SEE DETAILS ON SHEET 1-501. 4. GC TO PROVIDE BLACK COVER PLATES THROUGHOUT. 5. INSTALL MERCH BAYS AS INDICATED. 6. INSTALL WALL MOUNTED SPEAKERS AT MAXIMUM HEIGHT ALLOWABLE AS INDICATED. 7. INSTALL CONDIMENT CART AS INDICATED. 8. INSTALL METAL TRIM AS INDICATED. 9. GC TO INSTALL BACKBAR WALL TILE AS INDICATED. SEE DETAIL ON SHEET 1-501. 10. INSTALL METAL FLAT STOCK TRIM ABOVE WOOD CLADDING AS INDICATED. 11. INSTALL BLOCKING FOR COMMUNITY BOARD AS INDICATED BY DOTTED LINES. 12. INSTALL METAL FLAT STOCK BAR AS INDICATED. Scale: 3/8" = 1'-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (5131 421-2210 License:62078 LLI Q Z U w O w a J �o RET .n', AR00]7303 0 ry �N W rT� V D Q W� T— o M U) Z) 6i U) w 0 Q U w O a. UN 2 5 2018 J m J a O T— O ti r co co LL J J_ 2 CL W N STORE #: 56350 1 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: INTERIOR ELEVATIONS SCALE: 3/8" = 1'-0" SHEET NUMBER: 1-201 C C C 42 0 EI ti O NI J LL a) I:a 0 70, to O 100 O N to N INTERIOR ELEVATION NOTES 6 STRUCTURE 1 2 5O 6 A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR SW7645-ES A 10017 SW7645-SG SW7645-ES L 11517 TYP. (7) F 12716 R X1201 SW6191-ES A 10017 INSTALLATION AND SPACING REQUIREMENTS. B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER CABINETS. WHERE TILE DOES NOT TERMINATE AT BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF COUNTERTOP. - — ------ ZA C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT E:l PLAN. STARBUCKS D. SEE ENLARGED RESTROOM PLAN DETAILS FOR ACCESSORY MOUNTING HEIGHTS. 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 SHEET NOTES (206) 318-1575 Y THESE DRAWINGS AND SPECIFICATIONS ARE v 1. LOCATION OF ALL EXIT/ EMERGENCY LIGHTS FOR CONFIDENTIAL AND SHALL REMAIN THE SOLE o REFERENCE ONLY. GC TO VERIFY WITH LOCAL FIRE PROPERTY OF STARBUCKS CORPORATION, 0 MARSHAL PRIOR TO INSTALLATION. WHICH IS THE OWNER OF THE COPYRIGHT IN NOT BE W REPRODUCED D (IN WHOLE OR INS WORK. THEY LPART), SHARED 0 0 2 SEE LIGHT LIGHTING PLAN. TRACK LIGHTING AS INDICATED. WITH THIRD PARTIES OR USED IN ANY MANNER 00 w = ON OTHER PROJECTS OR EXTENSIONS TO THIS p 3. INSTALL HOT ROLLED STEEL CORNER GUARDS AS PROJECT WITHOUT THE PRIOR WRITTEN M m v INDICATED. SEE DETAILS ON SHEET 1-501. CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE ~ �� 4. GC TO PROVIDE BLACK COVER PLATES THROUGHOUT. INTENDED TO EXPRESS DESIGN INTENT FOR A in 0 p PROTOTYPICAL STARBUCKS STORE (WHICH IS °� w SUBJECT TO CHANGE AT ANYTIME AND DO z �� C X1024 5. INSTALL METAL TRIM AS INDICATED. NOT REFLECT ACTUAL SITE CONDITIONS. a WD00731 6. INSTALL WALL MOUNTED SPEAKERS AT MAXIMUM HEIGHT NEITHER PARTY SHALL HAVE ANY OBLIGATION m ALLOWABLE AS INDICATED. NOR LIABILITY TO THE OTHER (EXCEPT STATED � �� WOOD ABOVE) UNTIL A WRITTEN AGREEMENT IS p CLADDING 7. INSTALL BLOCKING FOR ARTWORKS AS INDICATED BY FULLY EXECUTED BY BOTH PARTIES. m DOTTED LINES. STARBUCKS TEMPLATE VERSION i2018.01.26 8. INSTALL METAL FLAT STOCK BAR AS INDICATED. p 9. INSTALL METAL FLAT STOCK TRIM ABOVE WOOD Design Forum ET CLADDING AS INDICATED. ET ET ,_ ET �� ET ET ET Architects Inc. <V 700 W. Pete Rose Way, Suite 460 Donald J. Rethman 8 C X1020 R X1202 4 g 11403 Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 O esign Forum (j)SeTOREFRONT ENTRANCE Engineering 3/8" = 1'-0" 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License: 62078 U N 2 5 2018 6 5 5 STRUCTURE J. RET A 10017 SW7645-ES R X1201 SW6191-ES Q 19328 I-501 SW7645-SG SW7645-ES STRUCTURE 2 0 r 2 SW7645-SG TYP. ,. ' 1 TYP. Sy ARO0 , ; 303 , A� z� P1F � 1 --------- - - - - -J-------- ----- - - - - -- L.L W EQ EQ Y 2'-9" 7-0' M 01 7 �n o f---------------� � > M LL °o o L` J cn = 0 ~ o (/� m J w i i wInd m06 I I O ( o J— ao I I = m J = Z 0 0 r � Z M b LU a- OPEN LU `-, W O w U ^ o_ I o I I — }l m o_ a r` N t L m Q------- o STORE #: 56350 N PROJECT #: 81186-001 cm ISSUE DATE: 06/22/18 p zoDESIGN PROGRAM ROMINA VIGNOLO C0 MANAGER: `" LEEDO AP: - PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY 4 WD00731 WD0073 WD0073 R X1202 G 17410 WD0073 WD0073 WD0073 C17832 CP0066 B 11403 8WX111311403� Revision Schedule 9 C X1024 MAD100 MAD100 MAD100 MAD100 MAD100 MAD100 WOOD Rev Date By Description CLADDING lei K 3' - 11" 4' - 8" 2' - 6" 12' - 3" 6' - 10" 6- 6 1/4" 9' - 10 1/2" SIT -HERE BAR HOP MOP ESPRESSO POS ZEPHYR PASRTY CASE SIT -HERE BAR 2 FRONT BAR CUSTOMER SIDE 3 SIT -HERE BAR Scale: 3/8" = 1'-0" SHEET TITLE: INTERIOR ELEVATIONS 0 2' 4' 6' SCALE: 3/8" = 1'-0" Scale: 3/8" = 1'-0" SHEET NUMBER: 1-202 c C c cc 0 EI O NI J LL a) O m M r 77 Iq 77 O T_ .� O N N (0 INTERIOR ELEVATION NOTES STRUCTURE A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR LTYP. STRUCTURE INSTALLATION AND SPACING REQUIREMENTS. SW7645-SG T4 B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER CABINETS. WHERE TILE DOES NOT TERMINATE AT BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF COUNTERTOP. C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER _____________ ---------------------- _ , TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT PLAN. D. SEE ENLARGED RESTROOM PLAN DETAILS FOR ACCESSORY MOUNTING HEIGHTS. ------------------ - SHEET NOTES Y Y 1. GC TO INSTALL BACKBAR WALL TILE AS INDICATED. w w SEE DETAIL ON SHEET 1-501. 0 0 O O (m- 2. INSTALL PARTIAL HEIGHT FRP BEHIND BACKBAR CABINET 00AS INDICATED. 0 0 O _j O � m v m w v 3. INSTALL MENU BOARDS AS INDICATED. o m OPEN _ 4. INSTALL SUSPENDED TRACK LIGHTING AS INDICATED. o o SEE LIGHTING PLAN. w w 0 0 5. INSTALL BLOCKING FOR CBE SHELVES AND MENU LUOPEN � BOARDS AS INDICATED BY DOTTED LINES. CD Cn D 6. INSTALL METAL FLAT STOCK TRIM ABOVE WOOD O O CLADDING AS INDICATED. m m w 0 0 7. INSTALL METAL TRIM AS INDICATED. Q w / \ O o m IN 0 \ / N CP0066 g 11403 CP0066 PL0019 31 _ 411 41 _ OII 21 _ 711 NITRO ZEPHYR PASTRY CASE POS ESPRESSO MOP HOP SIT -HERE BAR FRONT BAR PARTNER SIDE) NITRO PARTNER SIDE 2 3 3 3 3 3 3 1-508 7 WOOD TRIM 1 STRUCTURE G 18984 G 18984 G 18984 G 18984 G 18984 G 18984 R X1201 5 WD0073 Q 19328 SW7645-ES SW7645-SG TYP. WD0073 G 18982 G 18983 G 18982 G 18982 G 18982 G 18982 I-501 4 STRUCTURE 4 SW7645-SG 1 A-502 1 � - r 0 \ r LU LU r Y -- - - , R- 19328 17581 0 » ri- - r k 19328 o a o • \ , r _. H m ,'� ,< � ,- _�._ , } _ .-. � PEN \_ IF IF �r� .... .... _.: .. -.. _.. .. .... ,...-, _ _. ':::... _ _._. - .._... ..-_. .. .. .. ........_ __ _ .:: .... .., _.,. a `., its \ : „ rn -,JIL`5 ao . rn I rr r,LU ,: -- y 1 - -_ . +f_.__ _ a-.....,. '«_4�___ _.�-.-_ N . -- .. �" , ., r -- - .. , -, , I 11 , fC 1 11 �0. i t:' N \ / / m 5: oLU to o _EL �:-� � to - - EL c� m m _ _ 0 o 40 pc�:� T ,.. - - - °'- \ or r, WD0073 CP0066 2 Q,11469 PL0019 CP0066 PL0019 CP00661131114031CP0066 PL0019 CP0066 PL0019 PL0019 CP0066 CP0066 PL0019 Q!11469 CP0066 B 11403 CP0066 CP0066 B 11403 CP0066 WOOD 2 4'-61/2" 6'-4" 2'-61/2" 4'-53/4" 2'-61/2" 8'-9" 1'-3" 6'-3" 2'-61/2" 4'-53/4" 2'-61/2" CLADDING 8' - 1'01 6 R X1202 SIT HERE BAR / NITRO TEA D/T WINDOW BEYOND BREW H.S. WARMING D/T WINDOW BLENDER 3 BACKBAR 4 B L D D/T WINDOW scale: 3/8" = 1'-0" scae: 3/8" = 1'-0" scale: 3/8" = 1'-0" 0 2' 4' 6' Scale: 3/8" = 1'-0" I■■I i J I�I II■II �� n �=I STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (5731 421- License:62078 Vr A �N2 5 201rV 8 Ar pJ/.RE AR0017303 , LO N0 STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: INTERIOR ELEVATIONS I SCALE: 3/8" = 1'-0" I SHEET NUMBER: I-203 c -c c O EI ti O NI J U- -O O c� 06 0 co �I U (d U) c a) E U O c c O to N u o, 4 1 Ln N O .7- 00 O N to N co I� C: z LL U U C cc 0 i� C: z ILL C: F- a C cc c c D/T POS U I FI"ZS scale: 3/8" = 1'-0" 3-COMP SINK scale: 3/8" = 1'-0" STRUCTURE C; z LL C: C c x 2 RR VEST - NORTH scale: 3/8 = 1 -0 U 0 E i 10753 113111403 5 3 RR VEST - EAST scale: 3/8 = 1 -0 C7 z_ J_ W U C m 0 ao 4 RR VEST - SOUTH scale: 3/8 = 1 -0 a z LL C; C c cc 5 RR VEST - WEST Scale: 3/8" = 1'-0" INTERIOR ELEVATION NOTES A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR INSTALLATION AND SPACING REQUIREMENTS. B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER CABINETS. WHERE TILE DOES NOT TERMINATE AT BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF COUNTERTOP. C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT PLAN. D. SEE ENLARGED RESTROOM PLAN DETAILS FOR ACCESSORY MOUNTING HEIGHTS. SHEET NOTES 1. INSTALL FULL HEIGHT FRP AT WORKROOM WALL AS INDICATED. 2. LOCATION OF ALL EXIT/ EMERGENCY LIGHTS FOR REFERENCE ONLY. GC TO VERIFY WITH LOCAL FIRE MARSHAL PRIOR TO INSTALLATION. 3. INSTALL HOT ROLLED STEEL CORNER GUARDS AS INDICATED. SEE DETAILS ON SHEET 1-501. 4. PLACE FIRE EXTINGUISHER IN WORKROOM AS PER FIRE INSPECTOR. 5. INSTALL RESTROOM SIGNAGE AS INDICATED. 6. INSTALL HOT ROLLED STEEL CORNER GUARDS AS INDICATED. SEE DETAILS ON SHEET 1-501. 7. LOCATION OF ALL SWITCHING. 8. INSTALL PARTIAL HEIGHT FRP BEHIND BACKBAR CABINET AS INDICATED. 9. GC TO INSTALL BACKBAR WALL TILE AS INDICATED. SEE DETAIL ON SHEET 1-501. 10. INSTALL SUSPENDED TRACK LIGHTING AS INDICATED. SEE LIGHTING PLAN. 11. INSTALL BLOCKING FOR DT CUBBY AND WORKROOM HANDSINK AS INDICATED BY DOTTED LINES. 1 A-503 1 1 2 Q 11469 Q 11469 7 SW7645-SG L 11611 I. • jL (D z Lj z �' 1 w ' U F U' ¢ 11 Q 1 J- o M M o rr q , 1131 11403 PL0019 E 10501 4 IBI 114031 IPI11109 1 P 12507 P 12896 E 10829 P 10922 (2) P 12899 3 WORKROOM ENTRANCE � WATER FILTERATION SYSTEM scale: 3/8" = 1'-0" Scale: 3/8" = 1'-0" E 110829 13) 0 2' 4' 6' momilliIiiiiiiii Scale: 3/8" = V-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pets Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 45203 Professional Engineer Tel: f5131 421-221 Llcense:62078 o i 2 5 20 ]a �P�pJ.R�T �� ' fN I..L N� L.L W Z qT LO co v . M J C)LL 0 U) J U) LU J J H O H ��<rr�� W � W V = L.L a a c) ti W N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: INTERIOR ELEVATIONS SCALE: 3/8" = 1'-0" I SHEET NUMBER: 1-204 F� C r— C a 0 EI r 0 NI J LL a ai rn ca 06 0 co NI U 2 L w c a) E U 0 0 c c 0 5 a) Cn Z) 0) 14 T C bo T- 0 N to N (fl Q1 11469 l 0 0 � o0 00 00 00 10501 ( 3 FRIDGE / FREEZER scale: 3/8" = 1'-0" 11403 E F11083 (2) E 13682 (2) P10605 E 10467 B 11403 4 MANAGER'S DESK scale: 3/8" = 1'-0" Ll 11611 Q 11469 z U O m 0 � ELECTRICAL PANEL scale: 3/8" = V-0" 113111403 E 1102931 IF 110820 E 1111041 INTERIOR ELEVATION NOTES A. REFER TO ARTWORK PROVIDER'S INSTRUCTIONS FOR INSTALLATION AND SPACING REQUIREMENTS. B. EXTEND BACKBAR WALL TILE TO UNDERSIDE OF UPPER CABINETS. WHERE TILE DOES NOT TERMINATE AT BACKSPLASH, EXTEND 1 FULL TILE BELOW TOP OF COUNTERTOP. C. FOR PAINT AND WALL TREATMENT SCHEDULES, REFER TO THE WALL FINISH PLAN. FOR GRAPHICS SCHEDULE, REFER TO THE FURNITURE, FIXTURES, AND EQUIPMENT PLAN. D. SEE ENLARGED RESTROOM PLAN DETAILS FOR ACCESSORY MOUNTING HEIGHTS. SHEET NOTES 1. INSTALL FULL HEIGHT FRP AT WORKROOM WALL AS INDICATED. 2. LOCATION OF ALL EXIT/ EMERGENCY LIGHTS FOR REFERENCE ONLY. GC TO VERIFY WITH LOCAL FIRE MARSHAL PRIOR TO INSTALLATION. 3. PLACE FIRE EXTINGUISHER IN WORKROOM AS PER FIRE INSPECTOR. 4. INSTALL MANAGER'S DESK AND SHELVING AS INDICATED. 5. ELECTRICAL PANELS. REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION. 6. INSTALL BLOCKING FOR MANAGER'S SHELVING AS INDICATED BY DOTTED LINES. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete R��o �Llj othy L Raberding, PE Cincinnati, Oessional Engineer Tel: (513) 421nse: 62078 1 V W,.% , AR.0017"303 `ED AEG V w �� v Li7 D M J Q 0 LL w m J Q w p J J = r M �V^ w w O 0- a a �N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA .CHECKED BY� M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: INTERIOR ELEVATIONS I SCALE: 3/8" = 1'-0" 1 SHEET NUMBER: 1-205 c c O EI ti T- o NI J L.L aa)) rn cc 06 o M U) NI Y U ICU in c a) E 0 0 0 c c 42 0 a) 0 i O co 77 O v" m O N to N (0 BACKSPLASH BACKBOARD COUNTERTOP 2'-_83/4"AFF B/O COUNTERTOP LATEX CAULKING FRP APPLIED DIRECTLY TO WALL PER MFR SPEC REMOVABLE CABINET BACK PANEL 61N ADJUSTABLE STAINLESS STEEL LEGS TILE BASE FRP AT BACKLINE CABINETS scale: 1 1 /2" = V-0" FINISH AS SCHEDULED MITERED EDGE AT CORNER. SAND SMOOTH AND FINISH PER SPECIFICATIONS NEW TILE BASE; SEE DETAIL 8/ 1-501 METAL CORNER GUARD VINYL APPLICATION - OUTSIDE CORNER Scale: 3/4" = 1'-0" GYPSUM BOAF WALL FRAMIN( TILE CORNER - TRIM Scale : 6" = 1'-0" TYP. TILE GROUT THICKNESS 1/16" CUSTOM BUILDING PRODUCTS CHARCOAL **NO SUBSTITUTIONS** SCHLUTER JOLLY, INSTALLED PER MANUFACTURER RECOMMENDATIONS TYP. TILE GROUT THICKNESS 1/16" CUSTOM BUILDING PRODUCTS CHARCOAL **NO SUBSTITUTIONS** TILE FINISH AS SCHEDULED GYPSUM BOARD EXISTING WALL SUBSTRATE WALL TILE GROUT SOLID SURFACE BACKSPLASH OPEN AREA BEHIND SOLID SURFACE — WALL TILE ABOVE SS BACKSPLASH Scale: 3" FRP/ PAINT — FINISH WALL HOT ROLLED STEEL I': VERTICAL CORNER GUARD. - ATTACH AS REQUIRED; , HARDWARE FINISH TO ; MATCH CORNER GUARD. 7t CORNER GUARD AT FRP - METAL scale: 6" = 1'-0" EXISTING STOREFRONT METAL FLAT STOCK TRIM FINISH: MT0011 COUNTERSUNK SCREW FRT PLYWOOD BACKING WOOD CLADDING FINISH: WD0073 - EXISTING EXTR. WALL STRUCTURE METAL FLAT AT WINDOW DEPTH Scale : 1 1 /2" = V-0" EXISTING WALL GYP. BD. 5/8" WALL TILE — GROUT 3/8" (12MM) "L" — SHAPED METAL TRIM STAINLESS STEEL BACKSPLASH (WHERE OCCURS) WALL TILE ABOVE SST BACKSPLASH Scale: 3" = 1'-0" GYP. BOARD — FINISH AS SCHEDULED — WALL FRAMING MT0011 CORNER GUARD. ATTACH AS REQUIRED; HARDWARE FINISH TO MATCH CORNER GUARD. �rr_.;.� r . r Z_/r ,rr. l 4r . PAINT AS SCHEDULED GYP. BOARD CORNER GUARD - METAL scale: 3" = 1'-0" FINISH AS SCHEDULE METAL FLAT STOCK TRIM FINISH: MT0011 _2'-9"AFF-CVIF) — — — — T/O WOOD CLADDING WOOD CLADDING DIRECTLY TO THE WALL INSTALL PER MFR INSTRUCTIONS. FINISH: WD0073 BASE (PER FLR FINISH PLAN) WOOD WALL PROTECTION Scale: 3" = 1'-0" 1/4" GAP (TYP) LEFT OPEN FOR GROUT 1/4" //7: EXTENT OF BACKBOARD TILE GREEN BOARD ATTACHED TO EXISTING GYP BOARD AT BACK BAR NW/ DRYWALL SCREWS @ 16" B TILE GREEN BOARD DTL scale: 3" = 1'-0" WALL FRAMING GYPSUM BOARD PAINT FINISH AS SCHEDULED WOOD TRIM FINISH: WD0073 TYP. TILE GROUT THICKNESS 1/16" CUSTOM BUILDING PRODUCTS CHARCOAL **NO SUBSTITUTIONS** TILE FINISH AS SCHEDULED CEMENT BOARD TRANSITION - TILE TO PAINT scale: 3" = 1'-0" �— WOOD TRIM MAX GROUT JT BACKBAR WALL TILE PATTERN scale: 1 1 /2" = V-0" TILE TOP TRIM Scale: 12" = 1'-0" WALL FRAMING GYPSUM BOARD PAINT FINISH AS SCHEDULED FRT BLOCKING AS REQUIRED NAIL TO MATCH ADJACENT FINISH WOOD TRIM FINISH: WD0073 TYP. TILE GROUT THICKNESS 1/16" CUSTOM BUILDING PRODUCTS CHARCOAL **NO SUBSTITUTIONS** TILE FINISH AS SCHEDULED CEMENT BOARD STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel (513 421-22 12cense:62078 • �P�p J_ RET 25 2018 tj 2 N� L1 U-1 LO v . M J Q 0 LL JLij J ,,,�xx W LU 0 J J J_ = H M I— Q i- w C) Oo _ � w W 0- a O tiN STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA ICHECKED BY- M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: WALL FINISH DETAILS I SCALE: AS SHOWN I SHEET NUMBER: 1-501 NOTE: IF REQUIRED, SUPPLIER TO ADJUST BACKER PANEL LENGTH TO ALLOW CLEARANCE AT BASE TILE FIBER REINFORCED PLASTIC H AS SCHEDULED STOREFRONT DOOR AND THRESHOLD FINISH PANEL BEVERAGE PREP. PAINT AS DIE WALL SCHEDULED FRP AS SCHEDULE -- 3/8" (10MM) DARK ANODIZED 1/8" THK METAL BULLNOSE SANITARY LATEX CAULKING METAL EDGE OR SIMILAR FLAT BAR COVED TILE BASE BULLNOSE V _ 6" BULLNOSE FOR DESIGN INTENT. SLIDE SANITARY 3/8" CAFE SANITARY 3/8" EXTERIOR WALL METAL LEG UNDER MAT. ALUMINUM DOWEL COVED TILE BASE COVED TILE BASE CLIP LEG EDGE AS (0 SECURED INTO SUB NEEDED TO FIT A CURVE. I FLOOR & DIEWALL CAFE/ SEATING WORKROOM 6" BULLNOSE SANITARY BULLNOSE 3/8" COVED TILE BASE SANITARY CONCRETE FLOORING CONCRETE CONCRETE CONCRETE FLOORING COVED TILE BASE FLOORING FLOORING CONCRETE FLOORING I1ALL N II LJ PLASTIC SHIM REQUIRED NEW WALK OFF MAT - 1/4" MIN. TRANSITION - CONCRETE TO WALK OFF MAT scale: 3" = 1'-0" VALL ULL-HEIGHT FRP AT JT/EXT WALL 3YP. BOARD �ULLNOSE SANITARY 18" COVED TILE BASE ONCRETE LOORING TILE BASE AT WORKROOM WALL Scale: 3" = 1'-0" fw M M 4 77 O .T- 00 O N LO N (O TILE BASE AT DIEWALL Scale: 3" = 1'-0" WALL AS SCHEDULED WALL TILE BULLNOSE SANITARY 3/8" COVED TILE BASE CONCRETE FLOORING TOP COAT TILE BASE AT RESTROOM WALL scale: 3" = 1'-0" TILE BASE AT INTERIOR WALL scale: 3" = 1'-0" TILE BASE AT EXTERIOR WALL scale: 3" = V-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose W Timothy L Raberding, PE Cincinnati, OH rofessional Engineer Tel: 513 4 ense:62078 �P•" �''a 25 2018 �p J . RE �0 L.L. N� LL W v Z) . co J Q Q LL 0 J J Z C) Q Q w M w O _ 0- 0 W a. O ti w N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA CHECKED BY- M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: FLOOR FINISH DETAILS I SCALE: 3" = 1'-0" I SHEET NUMBER: 1-502 C c m w 0 EI ti 0 (VI J m L CU W coco O co 0 N to N CD 7"X3" (180MMX75MM) STUB -UP PENETRATION AREA. SEE PLUMBING PLAN FOR FINAL LOCATION. INSTALL SHUT-OFF VALVES BETWEEN STUB -UPS AND EQUIPMENT. INDIRECT AND INSULATED DRAIN LINE FROM ICE BIN TO FLOOR SINK INDIRECT DRAIN LINE FROM IN -USE UTENSIL RINSE SINK TO FLOOR SINK SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE UNDER COUNTER DIEWALL (BELOW) COUNTER TOP ABOVE COUNTER CV 04 V INDIRECT DRAIN LINES FROM ESPRESSO MACHINES TO FLOOR SINKS UNDERCOUNTER REFRIGERATOR 12'-3" DIRECT AND INSULATED DRAIN LINE FROM ICE BIN TO FLOOR SINK ' CV INDIRECT DRAIN LINE FROM IN -USE UTENSIL SINK SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE FILTERED COLD WATER SUPPLY FOR WATER -� TOWER FAUCET i I / ✓� UNDERCOUNTER REFRIGERATOR \ ESPRESSO - PLUMBING FOR REFERENCE ONLY Scale: 3/4" = V-0" DIRECT DRAIN LINE FROM FLOOR ICE BIN TO FLOOR SINK INDIRECT DRAIN LINE FROM SINK TO FLOOR SINK SEE PLUMBING PLAN i FOR FINAL FLOOR i SINK LOCATION AND TYPE. / 1 I L— — — — — — — — NON -FILTERED COLD WATER SUPPLY FOR BLENDER PITCHER RINSER HOT AND NON -FILTERED COLD WATER FOR SINK FAUCET AT 20 1/2" (520 MM) A.F.F. SHUT-OFF VALVES AT WALL AND 4" (100 MM) EITHER SIDE OF WASTE LINE — Z, �-- — — — — —I --- : i r 1'GCB BLENDED -PLUMBING FOR REFERENCE ONLY scale: 3/4" = V-0" INDIRECT LINE FROM DRAINBOARD TO FLOOR SINK CV co CV FILTERED COLD WATER SUPPLY FOR INSTANT HOT WATER TAP ICE BIN NON -FILTERED HOT AND COLD WATER SUPPLY FOR LABORATORY FAUCET NON -FILTERED COLD WATER SUPPLY FOR METERED SPOON RINSER (DIPPER WELL FAUCET) FILTERED COLD WATER SUPPLY FOR ESPRESSO MACHINES HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520 MM) A.F.F. SHUT- OFF VALVES AT WALL AND 4" (100 MM) EITHER SIDE OF WASTE LINE. DIRECT DRAIN LINE FROM SINK. ROUGH -IN SINK WASTE STUB AT 15 1/2" (394 MM) A.F.F. AND CENTERLINE OF SINK HAND SINK - PLUMBING FOR REFERENCE ONLY Scale : 3/4" = V-0" SEE PLUMBING PLAN FOR FINAL FLOOR SINK LOCATION AND TYPE. NON -FILTERED COLD WATER SUPPLY FOR IN -COUNTER RINSER AT 20 1/2" (520 MM) A.F.F. _ INDIRECT LINE FROM IN -COUNTER RINSER TO FLOOR SINK INDIRECT LINE FROM DRIP TRAY TO FLOOR SINK FILTERED COLD WATER SUPPLY FOR WATER FONT r TEA STATION - PLUMBING FOR REFERENCE ONLY Scale: 3/4" = V-0" FILTERED COLD WATER SUPPLY FOR BREWER WITH SHUT-OFF IN CABINET AT 24" (610 MM) A.F.F. -...- {a i I :. is t _ _:_ 7 1/2/2" 8'-9" CB BREW - PLUMBING FOR REFERENCE ONLY scale: 3/4" = V-0" DIRECT DRAIN LINE FROM SINK. ROUGH -IN SINK WASTE STUB AT 15 1/2" (395 MM) A.F.F. AND CENTERLINE OF SINK. HOT AND COLD WATER FOR SINK FAUCET AT 20 1/2" (520 MM) A.F.F. SHUT- OFF VALVES AT WALL AND. 4" (100 MM) EITHER SIDE OF WASTE LINE. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, S ' Timothy L Raber ling, PE Cincinnati, OH 45 rofessional Engineer Tel: 513 421- as:62078 „r���� �r ., 2 5 2018 i 1 D � V N0 L.L. W v LO M D J 0 LL 0 J m J LU J_ Z O COw Q Q w O _ � W a a O ti N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK DETAILS I SCALE: 3/4" = V-0" I SHEET NUMBER: 1-503 FC c c ca 0 EI O NI J IL 0) cv 06 0 co U) CI U U) c a� U O c c cc 0 E L O �� (O co O DO 0 N LO N POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. QUAD RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR DEDICATED RECEPTACLE FOR ESPRESSO MACHINE 2-DATA PORT FOR FUTURE USE - POWER RECEPTACLE FOR INSTANT HOT WATER TAP AT 26" (660 MM) A.F.F. POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. (2) RECEPTACLES FOR CUP LABELERS 2-DATA PORT FOR CUP LABELERS ELECTRICAL COMPONENT PLAN VIEW 12'-3" 1'- 10 1 /2" 2'- 1 1 /2" 2'- 1 1 /2" 1'- 6" 2' - 9" I ®I I ®I I ®I C— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �---------------------- ____—_— IF-------- ------------ ------------------------- ------ ------_--11 i I -- —I— -- _F--- — __----------- I II I E I I II II I I I 1I 11 I I [ I II II 1 I I 1 II 11 I I I I I I===z I I I I II I IF_ J I I I I I I I I f I I 1 I I I I 1 I I 1 I I I I I I I I I I II I I I I I I 1I Li LE — — — — — IJ L--- --J LI-----------EJ Li I I \ I I I / UNDERCOUNTER \ // CABINET I I I UNDERCOUNTER I REFRIGERATORS �/ I 12'-3" i ------------------------------------------ _- -_---- ® _. -- 7 ;€ I f 1 1 F 1i 3wlll mwo f I li i, t 1 I _... _. ... t_.. 1._..:._.. _.... _... I I I I I DIEWALL (BELOW) I / I COUNTER TOP WIRE GROMMET TYP. UNDERCOUNTER REFRIGERATORS ESPRESSO - ELECTRICAL FOR REFERENCE ONLY Scale: 3/4" = 1'-0" NOTE: FOR INFORMATION AND COORDINATION ONLY; ENGINEER TO MODIFY AS APPROPRIATE ESPRESSO MACHINE (TYP) CUP LABELER ESPRESSO MACHINE MASTRENA POWER RECEPTACLE FOR INSTANT HOT WATER TAP AT 26" (660 MM) A.F.F. POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. QUAD RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR DEDICATED RECEPTACLE FOR ESPRESSO MACHINE 2-DATA PORT FOR FUTURE USE 21" X 3" (460 MM X 75 MM) STUB -UP PENETRATION AREA. SUPPLY POWER, DATA, AND PHONE CONDUITS FOR POS AND POWER CONDUIT FOR PASTRY CASE. SEE ELECTRICAL DESIGN PLAN FOR FINAL LOCATION POWER AND DATA RECEPTACLES (2) RECEPTACLES FOR CUP LABELERS 2-DATA PORT FOR CUP LABELERS PLUMBING FIXTURES FOR IN -USE UTENSIL SINK COLD FILTERED WATER HOT FILTERED WATER FAUCET WITH BLENDER PITCHER RINSER HAND METERED FAUCET POWER RECEPTACLE INSTANT HOT WATER TAP I ICE BIN .l. •1. •l. •l. O I r—_1r.-Ir� r-Ir"Ir- r—lr-trri r�1 o 000 0 O LOJ 00O D Il0 p I 0N$IFp-� IOOIIO11 p 1 IO POWER RECEPTACLE POWER AND DATA RECEPTACLES L----- --_ JLJLJ_ LJLJLJ L JL LJ __ J ------I---------- -------- --EJ INSTANT HOT WATER TAP QUAD RECEPTACLE FOR I -L UNDERCOUNTER REFRIGERATOR RECEPTACLE FOR ESPRESSO MACHINE UNDERCOUNTER 2-DATA PORT FOR FUTURE USE I I '1' REFRIGERATOR PLUMBING STUB -UPS. SEE `f `(' I L — — — J POWER AND DATA PLUMBING DESIGN PLAN FOR RECEPTACLES FINAL LOCATION -rLJI r ---- 1 ,�..__,...-_._._.�._-__.,...., �.� �,��,.�..�w.,.,_....�..�_-..-.._...�...,,.�._.......—..,..�..,,, QUAD RECEPTACLE FOR ._ M. UNDERCOUNTER J L— -----J REFRIGERATOR ESPRESSO PUMPS MOUNTED RECEPTACLE FOR ESPRESSO BEHIND CABINET ON BACKER MACHINE BOARD PER MANUFACTURER SPECS 2-DATA PORT FOR FUTURE USE POWER AND DATA STUB -UPS SEE ELECTRICAL DESIGN PLAN FOR FINAL LOCATION PARTNER SIDE VIEW DOUBLE ESP MEP DIAGRAM Scale: 3/4" = 1'-0" ELECTRICAL COMPONENTS POWER AND DATA RECEPTACLES QUAD RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AND FUTURE USE 2-DATA PORT FOR FUTURE USE UNDERCOUNTER REFRIGERATOR -- - - I I , EDGE OF COUNTERTOP POWER AND DATA RECEPTACLES DEDICATED QUAD RECEPTACLE FOR DRIVE ORDER MONITOR AND BUMP BAR 2-DATA J-BOX POWER AND DATA RECEPTACLES (2) DEDICATED QUAD RECEPTACLE FOR DRIVE THRU TIMER MONITOR AND CONTROL UNIT 2-DATA J-BOX POWER AND DATA RECEPTACLES (2) DEDICATED RECEPTACLE FOR WIRELESS BASE AND SIGNAL PROCESSOR 2-DATA J-BOX POWER AND DATA RECEPTACLES DEDICATED QUAD RECEPTACLE FOR TENDERING REGISTER AND EXPEDITOR POS DEDICATED QUAD RECEPTACLE FOR FUTURE USE (2) 2-DATA J-BOX DT POS - ELECTRICAL FOR REFERENCE ONLY Scale 3/4" = 1'-0" NOTE: EQUIPMENT SHOWN AS DASHED LINES IS TO BE FURNISHED AND INSTALLED BY OWNER UNLESS NOTED OTHERWISE DRIVE THRU WIRELESS HEADSET BASE STATION DRIVE THRU TIMER CONTROL UNIT DRIVE THRU TIMER MONITOR DRIVE THRU ORDER MONITOR DRIVE THRU BUMP BAR DRIVE THRU EXPEDITOR POS DRIVE THRU TENDERING REGISTER DOUBLE MONITOR ARM MOUNT RECEIPT PRINTER CASH DRAWERS POS BANK (TYP) POWER AND DATA RECEPTACLES AT 22" (560 MM) A.F.F. DEDICATED QUAD RECEPTACLE FOR TENDERING REGISTER AND EXPEDITOR POS DEDICATED QUAD RECEPTACLE FOR FUTURE USE (2) 2-DATA JUNCTION BOX FOR TENDERING REGISTER, EXPEDITOR POS AND FUTURE USE DRIVE THRU VIDEO CONDUIT PARTNER SIDE VIEW UNDERCOUNTER — — — — — REFRIGERATOR — — - -- I 1 1 I I / E / II �� --———— — — — — —- DT POS - COUNTER TOP INTEGRAL BACKSPLASH FACE OF WALL WIRE GROMMET PLAN VIEW 36" W X 51" H (915MM W X 1295 MM H) MIN. FIRE RATED PLYWOOD BACKER BOARD. FASTEN TO STRUCTURE. WALL FINISH TO CONCEAL. DRIVE THRU TIMER SIGNAL PROCESSOR (TSP) - POWER AND DATA RECEPTACLES AT 8'-0" (2440 MM) A.F.F. (2) DEDICATED DUPLEX RECEPTACLE FOR WIRELESS fi BASE AND SIGNAL PROCESSOR 2-DATA JUNCTION BOX FOR WIRELESS BASE STATION —'"— SAME DEDICATED CIRCUIT AS BELOW WITH ISOLATED �r�•��_--�� GROUND Ilolloll0 I I LJLJL I l —� POWER AND DATA RECEPTACLES AT 6-9" (2057 MM) A.F.F. (2) DEDICATED QUAD RECEPTACLE FOR DRIVE THRU L — J TIMER MONITOR AND CONTROL UNIT 2-DATA JUNCTION BOX FOR CONTROL UNIT i rrr—�r}�1 I POWER AND DATA RECEPTACLES AT 5'-5" (1650 MM) A.F.F. I DEDICATED QUAD RECEPTACLE FOR DRIVE THRU _ ORDER MONITOR AND BUMP BAR 2-DATA JUNCTION BOX FOR BUMP BAR I i rD =11 POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. t- QUAD RECEPTACLE FOR UNDERCOUNTER — j REFRIGERATOR AND FUTURE USE 2-DATA JUNCTION BOX FOR FUTURE USE �-►� i ' I 1 H rr - LjIQ,J�ryit LlLJ tL _JJl SINGLE DOOR�r pJ �REFRIGERATOR p�II�IoII OO- L JL ; i jj O) i DRIVE - THRU POS DIAGRAM FOR REFERENCE ONLY scale: 3/4" = 1'-0" DRIVE THRU ORDER ZONE AUDIO CONDUIT AND WINDOW DETECTOR LOOP CONDUIT TO DATA JUNCTION BOXES AT 8'-0" (2440 MM) STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 esign Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License: 62076 25 2018 •�P�QJ.RE Ai i3O 7303 I..L_ W r r� v Ln CIO . M J Q 0 LL Q CO J J ,,��xx W w J J J_ = � Q w co w O _ � a D a �N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK DETAILS SCALE: 3/4" = 1'-0" SHEET NUMBER: 1-504 f� C O M 77 O Ir— .00 O N Liz N O 6' - 10" T-5" POWER AND DATA RECEPTACLES F----------------- _ --__--_—_—_---_----_----_—_—_—_ 18" X 23" (460 MM X 75 MM) STUB -UP PENETRATION AREA. SUPPLY POWER, AT 18" (460 MM) A.F.F.-®®® DATA AND PHONE CONDUITS FOR POS DEDICATED RECEPTACLE FOR POS QUAD RECEPTACLE FOR SAFE € _ _ `:3 2 ? — — — — > ? AND POWER CONDUIT FOR PASTRY CASE. SEE ELECTRICAL DESIGN PLAN SECURITY AND -- - — — — — — — FOR FINAL LOCATION. FUTURE USE I € QUAD RECEPTACLE FOR FUTURE USE �.------- JUNCTION BOX FOR PHONE ' I I ! ��� EDGE OF COUNTERTOP DATA PORT FOR SAFE SECURITY 2-DATA PORT FOR POS I I 2-DATA PORT FOR FUTURE USE EDGE OF CABINET I f I I I I SHELVING (BELOW) ELECTRICAL COMPONENT I UNDERCOUNTER SAFE r tvi imp --- —__ ".1 € r-------- C) I i 1 f'04 ,.....a 1 / I / I / PLAN VIEW POS - ELECTRICAL FOR REFERENCE ONLY NOTE: FOR INFORMATION AND COORDINATION ONLY; ENGINEER TO MODIFY AS APPROPRIATE RECEIPT PRINTER (TYP.) POWER, PHONE AND DATA RECEPTACLES (RELOCATE AS NECESSARY) DEDICATED POS RECEPTACLE i SINGLE DATA PORT FOR SAFE SECURITY I� QUAD RECEPTACLE FOR SAFE SECURITY AND FUTURE USE JUNCTION BOX FOR PHONE 2-DATA PORT FOR POS, MOBILE ORDER &.___. PAY AND FUTURE USE 2-DATA PORT FOR FUTURE USE QUAD RECEPTACLE FOR FUTURE USE ! ' SAFE PARTNER SIDE -.._ -, — - _..._.. _...._ ._.-:. —r=ir�ro�r� s � IIo1I�IIGIIo1100 � --------- __ 1 , JL_ JLtJL JL JJ r - - -------� nDOUBLE POS MEP DIAGRAM FOR REFERENCE ONLY Scale: 3/4" = 1'-0" M FINISH PANEL (BELOW) DIEWALL (BELOW) POS COUNTER TOP WIRE GROMMET TYP. LEGS (BELOW) CABINET (UNDER) POS MONITOR (TYP.) CASH DRAWER (TYP.) POS BANK (TYP.) POWER AND DATA STUB -UPS. SEE ELECTRICAL DESIGN PLAN FOR FINAL LOCATION J I �N, I � I � I \ I \ I \ I I � WIRE GROMMET 1 --aja-----=-_- POWER AND ! I I I DATA RECEPTACLES AT 26" j I 1 (660 MM) A.F.F.-- RECEPTACLE FOR FUTURE USE (2) DATA PORT FOR FUTURE { I Z 3 USE i I I ' _J -� 1' - 6 3/4" 2'- 6 3/4" 6'-4" TEA STATION - ELECTRICAL FOR REFERENCE ONLY Scale: 3/4" = 1'-0" WIRE GROMMET TYP POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. QUAD RECEPTACLE FOR COFFEE WARMERS RECEPTACLE FOR FUTURE USE (2) DATA PORT FOR FUTURE USE CB BREW - ELECTRICAL FOR REFERENCE ONLY scale: 3/4" = 1'-0" POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. RECEPTACLE FOR BLENDERS RECEPTACLE FOR FUTURE USE DATA PORT FOR FUTURE USE WIRE GROMMET POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR RECEPTACLE FOR FUTURE USE DATA PORT FOR FUTURE USE UNDERCOUNTER REFRIGERATOR i I L— — — — — — — — — POWER RECEPTACLE FOR RINSE SINK AT 26" (660 MM) A.F.F. -- -- — — CV o t O -------------- - i 00 CB BLENDED - ELECTRICAL FOR REFERENCE ONLY Scale: 3/4" = 1'-0" UNDERCOUNTER REFRIGERATOR RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AT 26" (660 MM) A.F.F. FACE OF WALL POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. DEDICATED RECEPTACLE FOR BREWER DATA PORT FOR FUTURE USE POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. QUAD RECEPTACLE FOR GRINDER, SCALE AND FUTURE USE DATA PORT FOR FUTURE USE FACE OF WALL POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. QUAD RECEPTACLE FOR TICKET PRINTER AND FUTURE USE DATA PORT FOR TICKET PRINTER DATA PORT FOR FUTURE USE MOP DIEWALL (BELOW) WIRE GROMMET MOP - ELECTRICAL FOR REFERENCE ONLY scale: 3/4" = 1'-0" RECEPTACLE FOR UNDERCOUNTER REFRIGERATOR AT 26" (660 MM) A.F.F. —; WIRE GROMMET TYP. f POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. R DATA PORT FOR CUP LABELER DATA PORT FOR `'-- FUTURE USE QUAD RECEPTACLE -- FOR CUP LABELER AND FUTURE USE DEDICATED RECEPTACLE FOR WARMING I / I / I / I 1 1 WARMING - ELECTRICAL FOR REFERENCE ONLY Scale: 3/4" = 1'-0" UNDERCOUNTER REFRIGERATOR POWER AND DATA RECEPTACLES AT 26" (660 MM) A.F.F. DEDICATED RECEPTACLE FOR WARMING (2) DATA PORT FOR FUTURE USE STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 Design Forum Architects Inc. Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License: 62078 o _ Ft Q,�`o 2018 y'�PLpJ.RE H `7 ' 0 , r AROO17303 N� I..L W v LO co . M _I Q J m J 2 w J J J_ = Z CD Q Q w 3 M w O r _ a D a �N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA -CHECKED BY - M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK DETAILS I SCALE: 3/4" = 1'-0" I SHEET NUMBER: 1-505 �� mw �� 67- 10^ (POS D|EVVALLAND FINISH PANEL) _..... ..... __________ -X1O12-LIGHT VALANCE FINISH: CPOUGG(ABOVE) 1 1/2~' - 14410-LED STRIP - 17831 -PO8 D|EVVALL -17832-PDSFINISH PANEL FINISH: VVOOO73(MAD 1U0) - 1783O-POGSOLID SURFACE COUNTER TOP FINISH: CP0066 (ABOVE) NOTE: MODIFIED FRONT BAR D|EVVALLAND FINISH PANEL BASED ON GlARBUCKS8lANDARD. DETAIL MODIFIED FOR SHOWN DIMENSIONS ONLY. |BYCASEWORK VENDOR; SEE FINISH SCHEDULE | 29''4^ (FRONT BAR O|EVVALLAND FINISH PANEL) 12- 3^ (ESPRESSO O|EVVALLAND FINISH PANEL) 3 1-507 2''6^ (MOP D|EVVALL) 4'-8^ (HOP D|EVVALLANO FINISH PANEL) (AND FINISH PANEL) ============= ================ ------------- ---------------- 18852 - MOP SOLID SURFACE COUNTER TOP 1O136-ESPRESSO SOLID FINISH: CPOU88(ABOVE) -----� SURFACE COUNTER TOP CAP FINISH: CPUUGG(ABOVE) 18853-MOP D|EVVALL ---------- 18854-MOP FINISH PANEL 18137 ESPRE8GOD|EVVALL FINISH: VVD0O73(MAD 1OO) ------ 18138 ESPRESSO - 18888'MOP SOLID FINISH: VVD0O73(MAD 100) SURFACE COUNTER TOP 18135 ESPRESSO SOLID CAP FINISH: CP00GG(ABOVE) - -- GURFACECOUNTERTOP FINISH: CP0OOG(ABOVE) X1014 - HOP SOLID SURFACE COUNTER TOP FINISH: CP0066 (ABOVE) FINISH: WD0073 (MAD 100) SUPPORT BRACKET FOR CUSTOMER BAR X1,U12-LIGHT VALANCE X1005 - NITRO AND SIT -HERE BAR SOLID SURFACE COUNTER TOP FINISH: CP0066 (ABOVE) X1003 - NITRO AND SIT -HERE BAR X1002 - NITRO AND SIT - HERE BAR FINISH PANEL FINISH: WD0073 (MAD 100) FACE OFWALL c������������������������������o FRONT�����~����� ���k�� ��U U U ������ ��U��U���� ��������U n ���`�n'� ��n�����+ku-u- x~vo��� n�Uu�u��n n �-x~vn�w�-u- o=le: 3/4^=1-0^ 30'-2^ (FRONT BAR COUNTER TOP FINISH) 12- - 5 3/4" (18139 - ESPRESSO SHROUD FINISH) (COUNTER TOP FINISH) 00 1-507 � a m CUT OUT CUT OUT CUT 'CUT OUT FOR FOR RINSE RINSE z FOR ICE I FOR ICE LL � O X1013- MOP SHROUD l441o'LED STRIP ` �z 88T GS PO "� 17831'POSD|EVVALL<BELON0 `(`���' `���/�(BELOW) COUNTER TOP ` | — 17832'POG FINISH PANEL FINISH: CP0066 FINISH: "' ~~~~ 18852 KxUp bUuu / FINISH: VVDO073(K�ADi0O)(BELON) SURFACE COUNTER TOP %1OUA-K�OPD|EVVALL(BELON) ---� FINISH: CPuuou on �---�---- 17830 PO8SOL|D uuxr*CE COUNTER TOP CAP }(1U11'K�OPFINISH P/\NEL | SURFACE COUNTER TOP FINISH: Cr0066 18B53_K�OpO|EyyALL(BELOyy)_] FINISH: VVDO073(KXAD O (BELOW) -� sc F|N|GH:CPOOG6 ESPRESSODIEWALL-_-_----J 1DO54-yWOPFINISH PANEL | ---- --J -- - CORNER DIEWALL c� 18138 ESPRESSO FINISH PANEL FINISH: VVOOO73([NAD1O0)(BELON) zc FINISH: vvuuo/3(»«*u oo)(BELu«») \ ' \ Xm/2 LIGHT VALANCE | �� �--VNRE GROMMET TYP. o 18135 - ESPRESSO SOLID uumFm~E COUNTER TOP `- FINISH: CP0066 C14 o 00 SOLID SURFACE COUNTER TOP . _ . . FINISH:_ ---- . NOTE: 00 X1003 - NITRO AND SIT -HERE BAR MODIFIED FRONT BAR COUNTER TOP BASED ON STARBUCKS X1002 - NITRO AND SIT -HERE BAR DETAIL MODIFIED FOR SHOWN DIMENSIONS ONLY. FINISH PANEL »v FINISH: VVD0073(MAD 100)(BELDVV) BY CASEWORK VENDOR; SEE FINISH SCHEDULE FACE OFWALL 4'-8 1/2" FRONT BAR COUNTER TOP / SHOP DRAWINGS TO BE APPROVED BY SB DESIGNER PRIOR TO FABRICATION. STARIBUCKS 2401 UTAH AVENUE SOUTH THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Forum Design Inc. ����v rvvvxPete Rose Way, Suite *so Donald J.m*nm"" Cincinnati, ox«oeoo Architect mCharge nw Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L ling, PE Cincinnati, OH 45203 Professional Engineer CO RE ` ��OOl7�03 ` ` ' Of UJI CO LU ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO LEEDC AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK DETAILS SHEET NUMBER: 1-506 R c c O EI ti O N I J LL. m ca O M YI U CU c N E U O G c ca O fn N fn d' 77 CD T_ ao T_ O CV LO N CO A A A A^ 1 r!1 1 1/ 1 IT FINISH PANEL - ELEVATION scale: 3/4" = V-0" X1012 - LIGHT VALANCE X1005 - SIT HERE BAR SOLID SURFACE COUNTER TOP FINISH: CP0066 14737 - POWER STRIP 12809 - SUPPORT BRACKET X1002 - SIT HERE BAR FINISH PANEL FINISH: WD0073 (MAD 100) X1003 - SIT HERE BAR DIEWALL TILE BASE DIEWALL SECTION AT SIT -HERE BAR Scale: 1 1/2" = 1'-0" -ACE )LINTER TOP MOPSHROUD FINISH: CP0066 5 1-507 18139 - ESPRESSO SHROUD FINISH: CP0066 I 14410 - LED STRIP 1 1 X1012 - LIGHT I VALANCE 18136 - ESPRESSO - CAP FINISH: CP0066 " 18138 - FINISH PANELS O FINISH: WD0073 (MAD 100) O 18137 - FRONT BAR DIEWALL AT BARISTA oe — ALL PLUMBING LINES TO BE oo-� MOUNTED 1" (NOMINAL) °ate FROM WALL FOR CLEANING o FRP INT SURFACE CONTINUOUS METAL ANGLE MOUNTED TO PLYWOOD WALL, UNDER FINISHED CLADDING TILE BASE BACKSPLASH DETAIL AT SOLID SURFACE Scale: 6" = 1'-0" DIEWALL ASSEMBLY AT BARISTA Scale : 1 1/2" = 1'-0" CORIAN PER FINISH SCHEDULE 1 1" X 2" CONTINUOUS GALVANIZED STEEL ANGLE SOLID SURFACE COUNTER TOP FINISH:CP0066 2' _10" AFF BACKBAR COUNTERTOP 2'-2" AFF (ELEC. J-BOXES) 4" X 4" ELECTRICAL J-BOXES MOUNTED TO WALL WITH INTERCONNECTING CONDUIT (2 EA.) REMOVABLE CABINET BACK PANEL W/ PUMP MOUNT 1'-7" AFF (CW SUPPLY) I 1'-6" AFF (CWF SUPPLY) 1'-5" AFF (HW SUPPLY) VARIES: 1/4" PER FOOT FALL ABS 2" WASTE LINE I REMOVABLE CABINET BACK PANEL W/ PUMP MOUNT 6" ADJUSTABLE METAL LEGS ------- 4 1-507 1/4" RADIUS TYP. NOTE: FOR REF ONLY. CABINET MATCH EXIST COUNTERTOP EDGE DETAIL WHEN APPLICABLE. TYP. CORIAN EDGE - FRONTLINE scale: 6" = V-0" ESPRESSO MACHINE (TYP.) ESPRESSO SHROUD FINISH : CP0066 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 REQ'D PER ORIENTATION TO PROVIDE FRONT ACCESS TO FLOW ADJUSTMENT SCREW. DO NOT ORIENT WITH PUMP HEAD ON TOP WITHIN CORD LENGTH LIMIT. 2. USE LOCKTITE ON ISOLATOR THREADS. DO NOT OVER TIGHTEN. 3. LOOSEN PUMP HEAD CLAMP, ROTATE AND RE -TIGHTEN AS REQ'D FOR PUMP ORIENTATION. 4. BACKER BOARD ASSEMBLY (V401) INCLUDES: (1) BACKER BOARD (4)TNUTS, 1/4-20 VENDOR MOUNTED (8) WOOD SCREWS, #8 -1 1/4" (4) NEOPRENE ISOLATORS, KARAMAN RUBBER, RUBBER,K84-60 NEOPRENE (4) LOCK NUTS,1/4-20 NYLON (4) WASHERS, 1/4" FLAT 5. ATTACH TO CABINET W/ SILICONE ADHESIVE & WOOD SCREWS, SILICONE PERIMETER. BARISTA CABINET W/ CUP DISPENSER MASTRENA PUMP ATTACH TO BACKER BOARD WITH ASSEMBLY COMPONENTS. 10" X 10" BACKER BOARD MASTRENA PUMP ATTACH o TO BACKER BOARD WITH ASSEMBLY COMPONENTS. FINISHED FLOOR i° PUMP ATTACHMENT Scale: 1 1/2" = 1'-0" CORIAN PER FINISH SCHEDULE 1 1/4" /2" v T r 1/4" DEEP DRIP EDGE PER PLAN 1/4" RADIUS, TYP. NOTE: FOR REF ONLY. CABINET MATCH EXIST COUNTERTOP EDGE DETAIL WHEN APPLICABLE. TYP. CORIAN DRIP EDGE - FRONTLINE Scale: 6" = 1'-0" POS MONITOR NOTE: SHOP DRAWINGS TO BE APPROVED BY SB DESIGNER PRIOR TO FABRICATION. — FRONT BAR COUNTER TOP FINISH: CP0066 2'-10"AFF T/O COUNTERTOP FINISH PANEL FINISH: WD0073 (MAD 100) TILE BASE 1 1/2" NOTE: ALL COMPONENTS FURNISHED BY OTHERS FRT BLOCKING AND INSTALLED BY G.C. I . a UNLESS NOTED AS REQUIRED OTHERWISE. CORIAN SHROUD FINISH: CP0066 CLEAR SILICONE BEAD AT MATERIAL TRANSITION 34" MAX. A.F.F. CV N X1012- LIGHT VALANCE — 14410 - LED STRIP ALUM. Z-CLIPS, TYP. FINISH PANEL FINISH: WD0073 (MAD 100) a 4 ��. INTEGRATED C° COVE DETAIL ON THIS SIDE ONLY CORIAN COUNTERTOP FINISH: CP0066 a�• i °a X\ +d• ,/ -r/ COUNTERTOP SUBSTRATE 311 ' - METAL ANGLE, 01 TYP. DIEWALL VARI ESQ ESPRESSO SHROUD DETAIL scale: 6" = 1'-0" NOTE: E.C. TO RUN WIRE FROM FLOOR BOX UP CHASE IN TABLE LEG TO PLUG MOLD AT UNDERSIDE OF TABLE TOP. 3" 11 3/4" WOOD TABLE TOP (ABOVE) -------------------< POWER CORD ROUTING FLOOR BOX TO BE LEGRAND WIREMOLD OMNIBOX SERIES. VERIFY MODEL PER FLOOR TYPE. CONNECT POWER FROM FLUSH FLOOR OUTLET ON GFCI CIRCUIT TO TABLE PIGTAIL AT BASE OF TABLE LEG. FINISH OF CONDUIT ELBOW TO MATCH PIGTAIL. REFER TO PENETRATION PLAN FOR STUB -UP LOCATION. METAL LEG BASE COMMUNITY TABLE LEG PLAN Scale: 1 1/2" = V-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License: 62078 °FF/° 25 2018 CO Pip J. AR0017303 Gr • "QiG I..L W V co (Y) D .J Q p L� Q J J Q 0 w J J = z O < w M w O O LU N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK DETAILS SCALE: AS SHOWN SHEET NUMBER: 1-507 a F� C C C E �I O NI J LL N L (a 06 T_ O co YI U 2 cc U) r C m E U 0 0 C C C a O 5 fn N fn Z) co 77 O T_ 40 T_ o N LO N I% X01 MENU BOARD - PLAN Scale: 3/4" = V-0" MENU BOARD FRAME FINISH: WD0073 MENU BOARD MOUNTING HARDWARE (TYP.) I-508 3 I-508 2'-0" 2'-0" 2'-0" 2'-0" 101 13' - 0" (MENU BOARD FRAME) 13'-0" 2'-0„ 6" 00, 2' - 0" 2 0" 2' - 0" op 2' 0" Of 2'- 0" Of 2 - 0" 6„ 00, 3/4" PLYWOOD BACKER TO STRUCTURE ---------- BEHIND MENU BOARDS TO EXTEND ALL SIDES OF MENU BOARDS AS a _ REQUIRED _ _ 9' - 5_1/4" AFF — — — — — — — — — — — — — -- ---------------------------------- -- ---------- -- T/O MENU BOARD FRAM i ------I FFF------7 r-------I r-------I r------I r-------1 1"x6"WOOD FRAME I I I I STAINED TO MATCH 11 3/4 I I I l FINISH: WD0073 (TYP.)EQ EQ I I I I L01I I MENU BOARD WITH i+) Z� I I �P' I I MOUNTING 2 I I I } HARDWARE, TYP. I ITYP.r� r-iTYp,1 1 r 1 1 rn r-i I I r-i r-i I I r-I r-I I I rri r� I L_J�Q�_J L— jJ��_J L— �..Q�—J L_�Q�_J L—V�D�_J L_�Q�_J LJ LJ L LJ LJ LJ LJ LJ LJ LJ LJ LJ '-------T--- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _.--___—_---_— _ _ _____--------------------------_.____.._--_-----_-----___—_--- 6'-1"AFF MENU BOARD FRAME 3 TILE FINISH AS TYP - SCHEDULED (BEYOND) 1 CENTER POWER AND DATA BEHIND MENU 14410 - LED LIGHTING BOARDS AS SHOWN, OR AS CLOSE AS POSSIBLE DEPENDANT ON WALL STUD LOCATION. CHALK BOARD WITH MOUNTING HARDWARE O OUTLET FOR POWER 3O DATA PORT MENU BOARD - ELEVATION scale: 3/4" = 1'-0" 3'-71/2" 1 4'-0" DT SILL TOP PLAN Scale: 3/4" = V-0" Scale: 1 1/2" = 1'-0" LED TAPE LIGHT TOP & BOTTOM (LION) IV;'f 1" x 6" WOOD FRAME ;; STAINED TO MATCH FINISH PANEL , ' A 9' - 5 1/4" AFF / Z NJ T/O MENU BOARD FRAME OgL 04 GAP 2 X 4 BLOCKING - PAINTED BLACK ::x1/2" CUSTOM MOUNT ' 3/4" PLYWOOD - PAINTED BLACK MAGIC SW6991 / STANDARD MENU BOARD 2 X 4 BLOCKING - PAINTED BLACK 1/2„ GAP 1" x 2" WOOD FRAME STAINED TO MATCH FINISH PANEL 04 �✓ �''NJ 6'-1"AFF B/O MENU BOARD FRAME LED TAPE LIGHT TOP & BOTTOM (UON) MENU - WALL MOUNT DETAIL Scale: 3" = 1'-0" OPTIONAL PENALIZATIONS, 1/4" TYP. - ACTUAL SIZE/MATERIAL SPEC. DETERMINED BY CASEWORK SUPPLIER w w 0 0 U) � z 0 w UL z 0� 7.9 HARDWOOD WEAR LAYER PLYWOOD NOTE: SHOP DRAWINGS TO BE APPROVED BY SIB DESIGNER PRIOR TO FABRICATION. 2'- 6 1/2" (NO CHANGE) \'CUT OUT ih FOR ICE BIN -' FACE OF WALL WIRE GROMMET TYP. 00 INTEGRAL BACKSPLASH X1008 - SOLID SURFACE ` COUNTER TOP,// FINISH: CP0066 8 ' �r I-507 / CUT OUT FOR RINSE SINK-, ✓- % ' ,, / „ / f 04 V A A f% A /1 r% r9 I r— A i r1 r— r1 t% P '% 11 k I T r• r% —re-1 M r'% r— T A I I Scale: 3/4" = 1'-0" MICROBEVEL PROFILE AT RANDOM 2'-0" TO 8'-0" LENGTH PLANKS JOINT, TYP. RANDOM PLANK LAYOUT WITH NO VISIBLE CONTINUOUS VERTICAL SEAMS UNLESS OTHERWISE DETAILED w z in DIRECTION OF GRAIN, TYP. ALL PLANKS —► M------ -- ------ -- U U �13/16" A ENLARGED SECTION PROFILE ELEVATION NOT TO SCALE FINISH APPLICATION - LOOSE PLANK FIXED WIDTH Scale: 3/4" = 1'-0" TONGUE -IN -GROOVE PLANKS; GC TO USE PIN NAILS TO ATTACH TO SUBSTRATE IN. 12" END PIECES METAL CORNER TRIM PER DETAILS METAL BOTTOM TRIM PER DETAILS STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License:62078 OF �LO • �P�p J. RET •,y N "G N0 I..L W 1— Ir— Iq r n� v Lid co . co J Q U_ 0 1 m J Q 06 w J J = 1--O r 1.—Q w CO w _ a a O r-- W IN STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA CHECKED BY: M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: CASEWORK DETAILS SCALE: AS SHOWN SHEET NUMBER: 1-508 r F� c .E c c� 0 EI r o N I J LL Z a� rn m ►� O O 0 4M t O N LO rn 47� VIEW TOWARDS FRONT BAR 1- VIEW TOWARDS STOREFRONT NOTE: 3D VIEWS FOR REFERENCE ONLY. REFER TO DETAIL SHEETS FOR CONSTRUCTION. NOTE: 3D VIEWS FOR REFERENCE ONLY. REFER TO DETAIL SHEETS FOR CONSTRUCTION. a VIEW TOWARDS COMMUNITY TABLE NOTE: 3D VIEWS FOR REFERENCE ONLY. REFER TO DETAIL SHEETS FOR CONSTRUCTION. VIEW TOWARDS MERCH BAY NOTE: 3D VIEWS FOR REFERENCE ONLY. REFER TO DETAIL SHEETS FOR CONSTRUCTION. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-22— License:62078 2 5 2018 Co .n0 A./n/9d` 0 N� I..L W r� v co Z) . co J Q p U- 0 J m J LU J J_ 0 M C) O _ a a �N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: PERSPECTIVE VIEWS SCALE: NO SCALE SHEET NUMBER: 1-509 a ABBREVIATIONS 3PL THIRD PARTY LOGISTICS AFF ABOVE FINISHED FLOOR AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE BLDG BUILDING CBL COLD BEVERAGE LINE CLG CEILING CONST CONSTRUCTION CW DOMESTIC COLD WATER CXA COMMISSIONING AGENT DEG DEGREES DTL DETAIL DN DOWN DWG(S) DRAWINGS) EA EACH EC ELECTRICAL CONTRACTOR ELEC ELECTRICAL EM EMERGENCY (E) OR (EX) EXISTING EXT EXTERIOR FD FLOOR DRAIN FS FLOOR SINK F&I FURNISH & INSTALL FLR FLOOR FT FOOT/FEET FCO FLOOR CLEANOUT FW FILTERED COLD WATER GC GENERAL CONTRACTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GW GREASE WASTE HR HOUR HVAC HEATING, VENTILATION, AND AIR CONDITIONING HW HOT WATER HS HANDSINK HWR HOT WATER RETURN IW INDIRECT WASTE LL LANDLORD MAX MAXIMUM MC MECHANICAL CONTRACTOR 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 PM PROJECT MANAGER REF REFERENCE REQ('D) REQUIRE(D) REV REVISION SAN SANITARY WASTE SF SQUARE FEET SHT SHEET SPECS SPECIFICATION(S) SST STAINLESS STEEL TEL TELEPHONE TEMP TEMPORARY TYP TYPICAL TMV TEMPERATURE MIXING VALVE TW TEMPERED HOT WATER LINO UNLESS NOTED OTHERWISE V VENT WH WATER HEATER WP WEATHER PROOF WCO WALL CLEANOUT PLUMBING SYMBOL LEGEND SAN GW CBL CD CW HW FW CWN CWS TW RO GAS RD RS �l m VA No VALVES SAN SANITARY OR WASTE PIPING BELOW SLAB V VENT PIPING GW GREASE WASTE CBL COLD BEVERAGE LINE CD CONDENSATE DRAIN CW COLD WATER PIPING HW HOT WATER PIPING FW COLD WATER FILTERED CWN COLD WATER NANO FILTERED CWS COLD WATER SOFTENED TW TEMPERED WATER RO REVERSE OSMOSIS WATER GAS GAS PIPING RD REFRIGERANT DISCHARGE PIPING RS REFRIGERANT SUCTION PIPING BV BALL VALVE GV GATE VALVE CH. V CHECK VALVE RV RELIEF VALVE HB HOSE BIBB SHOCK ABSORBER STRAINER WCO WALL CLEANOUT FCO FLOOR CLEANOUT FD FLOOR DRAIN FS FLOOR SINK WM WATER METER POC CONNECT TO EXISTING GENERAL PLUMBING CONTRACTOR SHALL PROVIDE VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. PROVIDE BRAIDED STAINLESS STEEL HOSE (UNLESS NOTED OTHERWISE) BETWEEN VALVE AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. LOCATE SHUT-OFF VALVES ADJACENT TO EQUIPMENT FOR EASY ACCESS SUCH THAT CAN BE REACHED WITHOUT MOVING EQUIPMENT. SHUT-OFF VALVES SHALL BE BALL TYPE. VALVES SHALL BE LISTED/APPORVED FOR USE PER AHJ AND CODE REQUIREMENTS. VALVES PROVIDE VALVES FOR WORKING PRESSURE IN WATER PIPING OF 125 PSI OR GREATER. UNLESS NOTED OTHERWISE, VALVES SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: VALVE TYPE DESCRIPTION CHECK VALVE (UP TO 2" (51MM)) BRONZE, HORIZ. SWING, BALL VALVE (UP TO 3" (76MM)) GATE VALVE (UP TO 3" (76MM)) TEMP. AND PRESS. RELIEF VALVE WATER HAMMER ARRESTOR BACKFLOW PREVENTER (WHOLE -HOUSE) BACKFLOW PREVENTER (SINGLE DEVICE) VACUUM RELIEF VALVE PRESSURE REDUCING VALVE TRAP SEAL PRIMER Y-PATTERN, RENEWABLE SEAT/DISC BRASS, FULL PORT, QUARTER TURN BRONZE, NON -RISING STEM, SOLID WEDGE RATED FOR POTABLE WATER HEATING STORAGE VESSEL W/ SAFETY CERTIFICATION PER AHJ. PRE -CHARGED, SEALED CHAMBER DOUBLE CHECK VALVE ASSEMBLY W/ UNION BALL VALVES AND SAFETY CERTIFICATION PER AHJ DOUBLE CHECK VALVE ASSEMBLY W/ SAFETY CERTIFICATION PER AHJ BRASS BODY AND STAINLESS STEEL INTERNALS BRONZE, 25 TO 75 PSI REDUCE PRESSURE RANGE AND UPSTREAM/DOWNSTREAM PRESSURE GAUGES BRONZE, PRESSURE BASED AUTOMATIC PRIMING SUPPLY WATER SERVICE IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 PSI THEN 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 110°F (OR AS REQUIRED BY AHJ) TO SERVE HAND SINKS. MIXING VALVE TO BE INSTALLED PER MANUFACTURER REQUIREMENTS WITH CHECK VALVES AT SUPPLY LINES. PIPING SOIL, WASTE, AND VENT PIPING SOIL, WASTE, AND VENT PIPING 10" (254MM) AND SMALLER SHALL BE SERVICE WEIGHT, HUBLESS, CAST IRON PIPE, AND FITTINGS WITH NEOPRENE GASKET AND STAINLESS STEEL SHIELD AND CLAMP. PROVIDE HUB AND SPIGOT, SERVICE WEIGHT CAST IRON SOIL PIPE AND FITTINGS BELOW GRADE WHERE REQUIRED BY LOCAL CODES. SCHEDULE 40 ABS OR PVC PIPE AND FITTINGS WITH SOLVENT WELD MAY BE SUBSTITUTED FOR SOIL, WASTE, AND VENT PIPING ABOVE AND BELOW GRADE IF ALLOWED BY LOCAL AUTHORITY. ADHESIVES SHALL NOT EXCEED A VOC CONTENT OF 510 G/L FOR PVC AND 325 G/L FOR ABS. ALL HORIZONTAL RUNS SHALL DRAIN AT A GRADE OF 1/4" PER FOOT (21MM 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. PROVIDE PIPED DRAIN (P-TRAP AND VENT) TO SANITARY IF REQUIRED BY LOCAL JURISDICTION. DOMESTIC WATER PIPING DOMESTIC WATER PIPING 2 1/2" (64MM) AND SMALLER SHALL BE COPPER TUBE WITH WROUGHT COOPER SWEAT FITTINGS JOINED WITH NON -LEAD, NON -ANTIMONY SOLDER. PROVIDE TYPE "L" COPPER TUBE ABOVE GRADE AND TYPE "K" BELOW GRADE. 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. NATURAL GAS PIPING GAS PIPING SHALL BE SCHEDULE 40, SEAMLESS, BLACK STEEL PIPE. PROVIDE PIPING SUPPORT BLOCKING ON ROOF, COMPATIBLE WITH ROOFING SYSTEM. HANGERS AND SUPPORTS THE PLUMBING CONTRACTOR SHALL FURNISH ALL PIPE SUPPORTS REQUIRED FOR EQUIPMENT AND MATERIAL. 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. HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH GALVANIZED COATINGS; NON-METALLIC COATED FOR HANGERS IN DIRECT CONTACT WITH COPPER TUBING. CONNECTIONS 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. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 1-1/2" (38MM) FOR GAS PIPING. USE NON -LEAD, NON -ANTIMONY SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIPE. CLEANOUTS PROVIDE FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED BY CODE IN ALL SOIL, WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR CARPETED FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WITH RESILIENT (VINYL) FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP WITH TILE RECESS. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. WHERE CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE CONCEALED BEHIND CHROME PLATED ACCESS COVERS. INSTALLATION INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE BRACKET STANDOFFS FROM MOUNTING SURFACES SUFFICIENT TO ALLOW 1" (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. 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 FEET (EXCEPT WHERE PIPES ARE EXPOSED TO PUBLIC) IN ACCORDANCE WITH SPECIFICATIONS. INSULATION WATER PIPING PROVIDE THERMAL INSULATION ON ALL HOT WATER, TEMPERED WATER, AND HOT WATER RETURN PIPING. PROVIDE THERMAL INSULATION ON COLD WATER AND HORIZONTAL WASTE PIPING IN CEILING SPACES, AND ON ALL COLD WATER PIPING IN CASEWORK AND BAR AREAS. USE SELF SEALING CLOSED CELL FOAM OR JACKETED FIBERGLASS INSULATION WITH MANUFACTURERS APPROVED ADHESIVES, SEALERS, AND COATING. ALL MATERIALS USED SHALL NOT EXCEED 25 FOR FLAME SPREAD INDEX. UNLESS OTHERWISE REQUIRED BY THE LOCAL AUTHORITY FOR ENERGY CODES, THE MINIMUM INSULATION 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 0.027 BTU PER INCH/H*FT2*F) SAFETY COVERS INSTALL SPECIFIED NO SCALD SAFETY COVERS WITH INSULATED FOAM LINER AND TAMPER PROOF STRAP AS FURNISHED BY STARBUCKS AT ALL EXPOSED PIPING. ICE BIN DRAIN INSULATE ICE BIN DRAIN LINES WITH 1/2" THICK SELF SEALING SECTIONAL CLOSED CELL FOAM. HVAC PIPING INSULATE REFRIGERANT SUCTION PIPING AND COOLING COIL CONDENSATE PIPING WITH 3/4" THICK SELF SEALING CLOSED CELL FOAM. INSULATE HVAC HOT AND CHILLED WATER PIPING SYSTEMS AND LOW PRESSURE STEAM AND CONDENSATE PIPING WITH 1-1/2" THICK HEAVY DUTY SELF SEALING JACKETED FIBERGLASS. INSTALL THICKER INSULATION WHERE REQUIRED BY CODE. RAIN CONDUCTORS INSULATE RAIN WATER CONDUCTORS THAT PASS THROUGH OCCUPIED AREAS WITH 1/2" THICK FIBERGLASS. LEED 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. &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 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 MANUFACTURERS' 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. J. 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. K. 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. 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 BE TAKEN FROM FROM ACTUAL BUILDING DIMENSIONS. 5. THE PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR FIXTURES IN CASEWORK AND PLUMBING DETAILS. 6. ALL PIPING AND/OR PLUMBING DEVICES SHALL BE SUPPORTED FROM STRUCTURE (NOT FROM HVAC DUCTS OR OTHER PIPES/CONDUITS). GENERAL NOTES SCOPE THE INTENT OF THE SPECIFICATIONS 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. 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. LEED ALL WORK, MATERIALS AND EQUIPMENT SHALL MEET LEED REQUIREMENTS & CODE. IN CASE OF CONFLICT, THE HIGHER STANDARD SHALL APPLY. PLUMBING FIXTURES WATER HEATER SIZE WATER HEATER PER STARBUCKS STANDARD AND PER AHJ, WHICHEVER IS MORE STRINGENT. PROVIDE A GLASS -LINED, ENERGY EFFICIENT, GAS FIRED (OR ELECTRIC EQUIVALENT) WATER HEATER. PROVIDE INSTALLATION COMPLETE WITH FITTINGS AS SHOWN IN THE DRAWINGS. SET HOT WATER TEMPERATURE AT 120°F OR AS REQUIRED BY AHJ. WATER FILTRATION STARBUCKS WATER FILTRATION VENDOR WILL FURNISH FILTRATION SYSTEM. GENERAL CONTRACTOR SHALL CONFIRM WITH STARBUCKS CONSTRUCTION MANAGER WHETHER VENDOR OR PLUMBING CONTRACTOR SHALL INSTALL FILTRATION SYSTEM. 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. PROVIDE AND COORDINATE LINE VOLTAGE WIRING, LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS, AND LOW VOLTAGE CONTROL WIRING. FURNISH WIRING DIAGRAMS TO THE ELECTRICAL CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT INSTALLATION. COORDINATE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) WITH THE ELECTRICAL CONTRACTOR TO ENSURE PROPER INSTALLATION. SCHEDULES REFER TO SCHEDULES ON DRAWINGS (PLUMBING & ARCH. SCHEDULES) 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. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. .' Tel:. ;5'3;• 421 _227Ci "cesnss. Design Forum Engineering CJH 15203 „li E r•`;Fe• p'f HY L L I C NO 62p�8 01. of Re*Ai HAM9eldtle Rev Date Descriotion N0 L.L _ N LIB T_ w LL0 M = M LL Q U) m J I:LiAx � J Z H r C) Q H Q ID >- �M w o � a ate. w N 5 2b18 STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: PLUMBING NOTES SCALE: As Indicated SHEET: P-0001 ELECTRIC WATER HEATER TAG 11109 GALLON CAPACITY 50 VOLTAGE/PHASE 208/3 UPPER/LOWER WATTAGE 4500/4500 NO. OF ELEMENTS 2 (SIMULTANEOUS) GPH RECOVERY @ 80° 45 MANUFACTURER A.O. SMITH MODEL DEL-50 DESIGN ID COUNT DESCRIPTION RESP. SERVES W IW V CW CSW I FW I HW TW COMMENTS DRAIN 10294 8 DRAIN - FLOOR SINK SQUARE - 12IN 305MM SB-GC - 3" - 2" - - - - - 10726 8 DRAIN - GRATE HALF SQUARE - 12IN 305MM SB-GC - - - - - - - - - X0100 3 FLOOR DRAIN - 6" ROUND GC -GC RESTROOMS 3" - 2" - - - - - ZURN ZN415B FAUCET 10152 1 FAUCET - DOUBLE LABORATORY WITH BENT RISER SPOUT SB-GC 10549 - - - 1/2" - - 1/2" - 2.2GPM 10153 3 FAUCET - WATER TOWER - 12IN 305MM SB-GC 12807, 12808, 18743 - - - - - 1/2" - - 10215 4 FAUCET - DOUBLE LABORATORY WITH SWING SPOUT SB-GC 12807, 12808, 17565, 18743 - - - 1/2" - - 1/2" - 2.2GPM 10447 1 FAUCET - PRE RINSE SPRAYER WALL MOUNTED SB-GC 13264 - - - - - - 1/2" - 1.2GPM 10597 3 FAUCET - SINGLE HANDLE SB-GC 10116, 17809 - - - 1/2" - - - 1/2" 0.5GPM AERATOR 10804 1 FAUCET - PRE RINSE SWING SPOUT SB-GC 13264 - - - 1/2" - - 1/2" - 1.2GPM 10874 3 FAUCET - HOT WATER DISPENSER GOOSENECK SB-GC 12807, 12808, 18743 - - - - - 1/2" - - 10922 1 FAUCET - MOP SINK WALL MOUNTED SB-GC 10995 - - - 1/2" - - 1/2" - 11003 2 FAUCET - DIPPERWELL SB-GC 12807, 12808 - - - 1/2" - - - - 0.5GPM METERED 13588 1 FAUCET - HAND SINK WALL MOUNTED SB-GC 14688 - - - 1/2" - - - 1/2" 0.5GPM AERATOR 17572 1 FONT - TAP SINGLE HANDLE I SB-GC 117650 - - - - - 1/2" - - FILTER 12501 1 FILTER - RO SYSTEM 600GPD VD -GC - - - - - - - - - PENTAIR 12507 1 FILTER - RO SYSTEM 40GAL STORAGE TANK VD -GC - - - - - - - - - PENTAIR 12896 1 FILTER - BRINE TANK VD -GC - - - - - - - - - PENTAIR 12899 2 FILTER - POLY GLASS VESSEL VD -GC - - - - - - - - - PENTAIR 13076 1 FILTER - PREFILTRATION SYSTEM VD -GC - - - - - - - - - PENTAIR 13082 1 FILTER - WATER SOFTENER TWIN VD -GC - - - - - - - - - PENTAIR 13149 1 FILTER - PRESSURE GAUGE VD -GC - - - - - - - - - PENTAIR OTHER 11109 1 WATER HEATER 50GAL 190L ELECTRIC GC -GC - - - - - 3/4" - 3/4" - A.O. SMITH; MODEL NO.: DEL-50, 9 KW SINK 10116 2 SINK - RESTROOM WALL MOUNTED SB-GC 10597 2" - 1 1/2' - - - - - 10549 1 SINK - RINSE DROP IN SST - 12X20IN 305X510MM SB-GC 10152 - 1 1/2" - - - - - - 10995 1 SINK - MOP - 24X24IN 61OX610MM SB-GC 10922 3" - 2" - - - - - 12807 1 SINK - UTENSIL RINSE WITH GRATE SST - LH - 14X20IN 355X510MM SB-GC 1 10153, 10874, 10215, 11003 - 1 1/2" - - - - - - ELKAY 12808 1 SINK - UTENSIL RINSE WITH GRATE SST - RH - 14X20IN 355X510MM SB-GC 10153, 10874, 10215, 11003 - 1 1/2" - - - - - - ELKAY 13264 1 SINK - 3 COMP WORK SST - 93IN 2350MM SB-GC 10447, 10804 - 2" - - - - - - ELKAY 14688 1 SINK- HAND WALL MOUNTED WITH SIDE SPLASH SST SB-GC 13588 2" - 1 1/2" - - - - - 17565 1 SINK - RINSE WITH DRAINBOARD DROP IN - 15X27IN SB-GC 10152, 17564 - 1 1/2" - - - - - - 17569 1 SINK - RINSE 24X81N WITH INTEGRAL PITCHER RINSER SB-GC - - 1" - 1/2" - - - - 17650 1 DRAIN TRAY - 8X51N SB-GC 17572 - 2" - - - - - - 18743 1 PREP STATION SINK SB-GC 10153, 10874, 10215 - 1 1/2" 1 1/2" - - - - TOILET X0110 2 TOILET -TANK EFFICIENT SINGLE FLUSH; 1.OGPF GC -GC - 3" - 2" 1/2" - - - KOHLER MODEL K-3519 FINISH: WHITE #0. REQUIRES SEPARATE SEAT MODEL K-4650; 1.0 GPF EQUIPMENT 10746 1 BREWER DUAL SOFT HEAT SB-GC - - - - - - 1/2" - - 15186 1 DISHWASHER SANITIZER SB-GC - - 3/4" - - 1/2" - - - 17588 1 NITRO STATION SB-GC - - 1/2" - - - - - - 12694 2 ESPRESSO MACHINE MASTRENA SB-GC - - - - - - 1/2" - - 17564 1 PITCHER RINSER SB-GC 17565 - - - 1/2" - - - - X0119 1 HOT WATER RECIRCULATION PUMP GC -GC - - - - - 1/2" - - - BELL & GOSSETT MODEL NBF-9U WET ROTOR INLINE TYPE WITH HONEYWELL L6006C SURFACE MOUNTED AQUASTAT NITRO SYSTEM 18076 1 NITROGEN GENERATOR SB-GC - - - - - - - - - ICE r 10344 2 ICE - BIN DROP IN 90LB 40KG SB-GC - - 3/4" - - - - - - 10527 2 ICE - BIN DROP IN 45LB 20KG SB-GC - - 3/4" - - - - - - 10480 1 ICE - MACHINE 1954LB REMOTE AIR COOLED SB-GC - - 3/4" - - - 1/2" - - 18029 1 ICE - BIN 854LB SB-GC - - 3/4" - - - - - - CASEWORK 17809 1 CABINET WITH HAND SINK SB-GC 10597 2" 1 - 1 1/2" - - - - - STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. ' OH 4203 '1'pl 5 421-2210 i u uns,e Design Forum Engineering 7.v %N P .e Nav pite 4�j H t. jwfll Tt,15131421-<:10 \\\\ 01 VA C r4 lily 0'. -TA STq rF OF 20 Revision Schedule Rev Date Description L.L r W M = CM 0 -j 0 U) w m J J Q 06 0 J J = zqqr- H O Q I— rQn� V � M w 02 a� a P-N W STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: PLUMBING SCHEDULES SCALE: As Indicated 0 SHEET: P-0002 �1�_JAu''J W 1 1 /2" W-1-1 /2" W-1-1 /2' 1 " W W- W-1" W-I" 3l4" TV1�-314"-TW-112" W- WR-1 HWR-1 /2" +WR- 3/4" I I v v $ LINE OF FINISHED CEILING t' Y �3: Y i �r Y Y `t f Y Y Y Y `�' 't Y i 1 Y T f 19 19 N CV N N N CV CV CV CV CV CV CV N N N CV CV [V CV fV CV fV N CV M O N M LL2 M ti� CD � co O O � CD N LL). M N DLL)) 11109 rn o c:� m t`) v O co rn oo co M v to co co � co Cf) LL7 V1 LL') N LL) LL7 LL) X O 00 O M x O O O ti ti I I I I 24 co Cn U LU U U U U Uj ULU H U WATER FILTRATION EQUIP BP(E) I 20 TOP OF FLOOR SLAB =■ DOMESTIC WATER PLAN SCALE: %" =1' -0" DOMESTIC WATER SINGLE LINE SCHEMATIC rU 0 2' 4' 8' Scale: 1/4" = 1'-0" M to tC7 M Q C•M it LL) LL7 M O 1- t2 M O O O CD O co O co N O O CD O O CV N N CV GV CV CV (V N N N N I v C'M GENERAL 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. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL PLUMBING EQUIPMENT. D. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. E. REFER TO DETAIL SHEETS FOR PLUMBING FITTINGS LOCATED IN CASEWORK. F. COLD WATER SUPPLY LINES INSIDE CASEWORK AND BAR AREA TO BE COVERED WITH 1/2" THICK SELF SEALING, SECTIONAL CLOSED -CELL FOAM INSULATION, REFER TO SPECIFICATIONS FOR HOT WATER SUPPLY LINE INSULATION REQUIREMENTS. G. CONTRACTOR SHALL CONTACT WATER FILTER SUPPLIER 10 DAYS (MINIMUM) BEFORE THE TIME THAT THE FILTER SYSTEM IS TO BE STARTED UP. KEYED NOTES: 1. PIPE 3/4" SOFT WATER TO WATER HEATER AND 3/4" SOFT WATER TO THERMOSTATIC MIXING VALVE. PIPE 1" HOT WATER AND 1/2" TEMPERED WATER FROM WATER HEATER. WATER HEATER AS SPECIFIED ON SHEET P0002. REFER TO WATER HEATER DETAIL ON SHEET P5001. 2. 1/2" HOT WATER AND 1/2" COLD WATER TO FAUCET WITH INTEGRAL ASSE 1001 ATMOSPHERIC VACUUM BREAKER AT MOP SINK. CAULK AND SEAL BACK OF SINK TO WALL. 3. (2) 3/4" CITY COLD WATER WITH ASSE 1022 DOUBLE CHECK VALVE WITH ATMOSPHERIC VENT TO FILTRATION EQUIPMENT WITH 3/4" FILTERED WATER AND 3/4" COLD SOFTENED WATER OUT. PLUMBING CONTRACTOR TO FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ACTIVATION PROCEDURES FOR BOTH SYSTEMS. REFER TO FILTER CONNECTION DETAIL ON SHEET P5001. 4. 1/2" HOT WATER AND 1/2" COLD WATER TO FAUCET AND SPRAY AT THREE COMPARTMENT SINK. CAULK AND SEAL BACK OF SINK TO WALL. 5. 1/2" COLD SOFTENED WATER WITH INTEGRAL ASSE 1001 ATMOSPHERIC VACUUM BREAKER 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 CSW SUPPLY WITH 72" LONG BRAIDED STAINLESS STEEL HOSE. 6. 1/2" FILTERED WATER TO ICE MACHINE WITH ASSE 1022 DOUBLE CHECK VALVE WITH ATMOSPHERIC VENT. REDUCE TO 3/8" AT MACHINE. 7. 1/2" TEMPERED WATER AND COLD WATER TO FAUCET AT SINK. 8. 1/2" FILTERED WATER TO COFFEE/TEA BREWER WITH ASSE 1022 DOUBLE CHECK VALVE WITH ATMOSPHERIC VENT. INSTALL SHUT-OFF IN CABINET @ 24" AFF REDUCE TO 3/8" AT UNIT. 9. 1/2" FILTERED WATER TO ESPRESSO MACHINE PUMP. CONNECT 3/8" COMPRESSION BRAIDED STAINLESS STEEL HOSE FROM SHUT-OFF TO ESPRESSO MACHINE WATER INLET. SEE DETAIL PROVIDED ON SHEET P5001. 10. 1/2" COLD WATER TO DIPPERWELL FAUCET. REDUCE TO 1/4" AT UNIT. 11. 1/2" FILTERED WATER TO INSTAHOT TAP. REDUCE TO 1/4" AT UNIT. 12. 1/2" FILTERED TO WATER TOWER FAUCET LOCATED IN WATER STATION. 13. 1/2" COLD WATER TO TOILET. PROVIDE WATER HAMMER ARRESTOR IN SUPPLY LINE. SEE DETAILS ON SHEET P5001. 14. 3/4" FILTERED WATER, 3/4" COLD WATER, AND 1/2" HOT WATER DOWN IN WALL TO BELOW COUNTERTOP LEVEL VERIFY ROUTING IN FIELD WITH GC PRIOR TO INSTALLATION. 15. 1/2" HOT WATER WITH APOLLO VALVES MODEL DCAP ASSE 1012 DOUBLE CHECK VALVE WITH ATMOSPHERIC VENT AND 1/2" COLD WATER WITH ASSE 1022 DOUBLE CHECK VALVE WITH ATMOSPHERIC VENT TO SINK. 16. DOMESTIC WATER SERVICE TO LEASE SPACE. VERIFY EXACT SIZE, LOCATION, PRESSURE AND REQUIREMENTS ON SITE. 17. 1/2" COLD WATER WITH ASSE 1022 DOUBLE CHECK VALVE WITH ATMOSPHERIC VENT TO PITCHER RINSER. 18. ROUTE 3/4" FILTERED WATER, 3/4" COLD WATER AND 1/2" HOT WATER THROUGH CABINETRY AND CONNECT TO ITEMS 10153 (2),10215 (2),10874 (2),11003 (2) AND 12694 (2). REFER TO NOTES 9, 10,11, 12, AND 15. VERIFY ROUTING IN FIELD WITH GC PRIOR TO INSTALLATION. 19. EXISTING HOSE BIB TO REMAIN WITHOUT MODIFICATION. 20. CONNECT NEW SUPPLY PIPING TO EXISTING SUPPLY PIPING. 21. 1/2" COLD WATER TO TRAP PRIMER. TRAP PRIMER SHALL SERVE RESTROOM FLOOR DRAIN. SEE DETAIL P-5001. 22. 1/2" FILTERED WATER TO SINGLE TAP FONT. SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 23. HOT WATER RECIRCULATING PUMP. SEE DETAIL, SHEET P-5001. 24. EXISTING BOOSTER PUMP TO REMAIN. 25. 1/2" NITROGEN GAS LINE FROM NITROGEN GENERATOR TO NITRO WORKSTATION. FINAL CONNECTION BY STARBUCKS VENDOR. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. 700'v1e. Dote Rvr Wav, 2uile 460 Dot paid Fa .!'hman ci��na1 OH 45203 H .act hra.%r;:le Design Forum Engineering �:... PweFAG,..':: t^J ) iFP. -60 T.:';,vthy C.r nna 7.. 'i:_i.i \\\\ 01►AY L. � * ''F '•:gyp �_ No 6,,0 STgT � F a Revision Schedule Rev Date I Description L.L N� L.L r Uj M LL J � m J J lii Q 06 0 J J = Z I- r 0 Q I- Q wM w 02 a� a �N w STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: PLUMBING SUPPLY PLAN SCALE: As Indicated SHEET: P-1101 E CTG LE19L 4"J I 4 it SCALE =1/4" =1' - 0" 3" VTR 2n 2111 n n � n n 2n --------- ---r-----r------ I�-1-�r---r-�Z----------T_ F_ - I I I I I I I I I I I I I I I I I I I 1 n 1 ,� 1 n 1 n I .. I n I .. 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Cn l0 �--� Ol 00 � E CTG ECTG E CO E CO 1 FCO x x `0 2n oo�ozo 2n ozo °N°C) C3 °N°oNzo r_rzo rzo Bozo .� 2° 2 FCO 2" >< .� .� FCO .� .� .� �..-. .. ., ,� .� �, .� �, FCO tr 3" LINE OF FL00 LV 3" n 3n 3n 3„ 3n 3n n 4n 4„ 4n 4„ 3 3n 3 3n 311 3 3" 3" GW GW 4n 3n 3" 3" GW--- 4" GW 4n SAN E n 21 18 4n I - m m WASTE SCHEMATIC PLUMBING WASTE PLAN 2' 4' s' NScale 1/4" = 1'-0" GENERAL NOTES: A. FURNISH AND INSTALL A COMPLETE AND OPERATING SYSTEM. ALL ITEMS ARE NOT NECESSARILY SHOWN. B. FOR FULL SCHEDULES AND COMPLETE LISTING SEE ARCHITECTURAL SCHEDULES. CONFIRM ALL QUANTITIES WITH PLAN. C. PLUMBING CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF WORK. D. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTOR FOR POWER CONNECTION TO ALL PLUMBING EQUIPMENT. E. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. F. ALL INDIRECT DRAIN LINES SHALL BE ROUTED WITHOUT DIPS OR SAGS TO TERMINATE WITH AN AIR GAP INTO AN APPROVED INDIRECT WASTE RECEPTOR, G. REFER TO DETAILS FOR FURTHER REQUIREMENTS. H. LOCATIONS OF EXISTING PIPING AND FIXTURES ARE APPROXIMATE. VERIFY LOCATION IN FIELD. KEYED NOTES: 1. 3/4" PRESSURE RELIEF FROM WATER HEATER TO MOP SINK. 2. 1" INDIRECT DRAIN FROM WATER HEATER DRIP PAN TO MOP SINK. 3. 3" WASTE FROM MOP SINK. 4. 2" INDIRECT DRAIN FROM THREE COMPARTMENT SINK. CONTRACTOR SHALL COORDINATE WITH INSPECTOR PRIOR TO ROUGH -IN TO CONFIRM IF A DIRECT CONNECTION IS REQUIRED. VERIFY LOCATION IN FIELD AND REQUIREMENTS PRIOR TO INSTALLATION. 5. 1-1/4" INDIRECT DRAIN FROM DISHWASHER TO FUNNEL OVER FLOOR SINK IF PERMITTED. 6. 3/4" I.D. F.P.T. FROM DRAIN ON ICE MACHINE TO INDIRECT DRAIN AT FLOOR SINK. 7. 5/8" DRAIN HOSE TO INDIRECT DRAIN RISER. SEE DETAIL ON SHEET P5001. 8. 1" INDIRECT INSULATED DRAIN LINE FROM ICE BIN DROP TO FLOOR SINK. 9. 1-1/2" INDIRECT DRAIN FROM SINK TO FLOOR SINK. 10. 3/4" INDIRECT DRAIN FROM WATER STATION DRAIN BOARD TO FLOOR SINK. 11. 3" WASTE FROM FLOOR SINK. 12. 2" WASTE FROM SINK. 13. FLOOR CLEAN OUT MATCH TO DRAIN LINE SIZE. 14. 1-1/2" INDIRECT DRAIN TO FLOOR SINK. IF INDIRECT NOT ALLOWED, PROVIDE 2" DIRECT DRAIN. 15. 3/4" INDIRECT DRAIN FROM WATER EQUIPMENT TO MOP SINK. 16. 3" WASTE FROM FLOOR DRAIN. 17. 1" INDIRECT DRAIN FROM PITCHER RINSER SINK TO FLOOR SINK. 18. CONNECT TO EXISTING GREASE WASTE PIPING. 19. 3" WASTE FROM WATER CLOSET. 20. EXISTING CLEANOUT AT GRADE TO REMAIN WITHOUT MODIFICATION. 21. EXISTING 1250 GALLON GREASE INTERCEPTOR BY LANDLORD UNDER SEPARATE PERMIT. 22. 2" VENT PIPE. 23. CONNECT TO EXISTING SANITARY BUILDING DRAIN. 24. CONNECT TO EXISTING 4" VENT THROUGH ROOF SERVING THE TENANT SPACE. 25. 1/2" CW TO TRAP PRIMER. SEE SHEET P1101 FOR LOCATION. SEE DETAIL, SHEET P5001. 26. 1/2" INDIRECT DRAIN FROM NITRO STATION TO FLOOR SINK. 27. 2" INDIRECT DRAIN FROM DRAIN TRAY TO FLOOR SINK. 28. EXISTING FLOOR CLEANOUT TO REMAIN. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES, Design Forum Architects Inc. . �t S:te 4�0 Doan a j. hman C n .a„,, OH. 45203 4r '.i, ±I 'C;;,5 1 3� 42.-22'0, i..CP�Sf.•: Design Forum Engineering 7,. e - R._s,,, Way .,,alto 4.i:'O i iothy .t 45203 Prof;o; F re'e` `ei(,5131421 '2'I i.i'.;..; 01 HY L. .:.......... i L 1 C E •...�� fj/ /VO ® 0W•; STgT OF � 'F /� ✓ /�, ip Revision Schedule Rev Date Description N) I.L N� L.L � W LO = Ce) LL Q U) m J li Q � LU 0 J J_ = zT I-- O Q I- Q� LU LU p = o a� o a tiN W STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: PLUMBING WASTE PLAN SCALE: As Indicated SHEET: P-1102 ETURN ES AS ANS. ASSE 1070 NNECTIONS. MIXING VALVE AND VALVE CK VALVE (TYP.) DET-5 ON TANK THERMOMETER (TYP.) DOMESTIC COLD WATER (SOFT) I ► UNION (TYP.) —�— WATER HEATER HOT WATER R HOT WATER HEATER NOTES 110* TEMPERED HOT 1. MIXING VALVE SHALL BE EQUAL TO LEONARD MODEL 370-LF. WATER (TW) 2. RECIRCULATION PUMP: BELL & GOSSETT #NBF-9U WET ROTOR 120° HOT WATER (HW) TYPE IN -LINE PUMP WITH 2800 RPM MOTOR, LEAD FREE BRONZE BODY WITH UNION CONNECTIONS, CAPACITY OF 2 GPM AT 7 FEET OF HEAD. PROVIDE WITH HONEYWELL #L6006C SURFACE MOUNTED AQUASTAT WITH SINGLE POLE DOUBLE THROW SWITCH �--- SHUT-OFF VALVE FOR CIRCULATOR CONTROL AND ADJUSTABLE DIFFERENTIAL SET (TYP.) FOR 10°F. SET AQUASTAT TO SHUT "OFF" RECIRCULATION PUMP AT WATER HEATER SET POINT AND "ON" AT 10OF BELOW SET POINT. ELECTRICAL REQUIREMENTS: 120 VOLT, 0.4 FULL LOAD 120' HW AMPS. 12" HIGH x 6" WIDE 3• TIME SWITCH: INTERMATIC #ET1705CSPST, 7 DAY, ONE HEAT TRAP (TYP.) CIRCUIT, SINGLE POLE SINGLE THROW, ELECTRONIC TIME SWITCH OR EQUAL. TIME SWITCH SHALL BE MOTOR RATED (1 HP @ 120 VOLT, SINGLE PHASE), MINIMUM OF 20 SET POINTS (14 ON/OFF CYCLES) AND BATTERY BACK-UP, COORDINATE WITH GC FOR INSTALLATION AND INTERLOCK OF TIME SWITCH IN SERIES -*—T AND P WITH THE AQUASTAT AND RECIRCULATION PUMP. RELIEF VALVE TO FINISHED FLOOR PROVIDE CLEANOUT WITH ADJUSTABLE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. CLEANOUT PLUG AS SPECIFIED. APPLY TEFLON JOINT COMPOUND TO THE CLEANOUT PLUG THREADS SAME SIZE AS SEWER FLOOR SLAB ON GRADE UP TO 4 MAXIMUM MEMBRANE CLAMP AS REQUIRED FOR LONG SWEEP ELBOW AT DEPTH OF SEWER END OR TURN OF RUN SANITARY AND/OR COMBINATION WYE AND EIGHTH STORM SEWER, SIZE BEND IN RUN, REDUCING TYPE IF PER PLAN REQUIRED. ENTER TOP OF PIPE. DIRECTION OF FLOW F REFER TO SPECIFICATIONS FOR MORE INFORMATION. LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 450, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS AND RISERS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUT WHERE THERE IS 18" CLEAR AROUND, FOR ACCESSIBILITY. CONSULT LOCAL CODES AND OFFICIALS FOR OTHER REQUIREMENTS. rn- "' �, FLOOR CLEANOUT N.T.S. FLOOR SINK DETAIL N.T.S. 3/4" HOSE END VALVE FINISHED FLOOR BRAIDED STAINLESS STEEL HOSE. ESPRESSO MACHINE DETAIL NOTES: 9/16-24 UNEF COMPRESSION 5/8" WIRE REINFORCED DRAIN HOSE PACKAGED j CONNETION 150 PSIG MIN. RATING TO INDIRECT PIPE RISER (TYP. 2) 1. THIS DETAIL IS SCHEMATIC ONLY. FOR THE CONTROLS 6" HIGH 1" DRAIN TO (TYP. 2) ESPRESSO MACHINE ESPRESSO MACHINE LOCATION OF THE COMPONENTS SHOWN, AND DRAIN PAN /� FLOOR DRAIN 1-1/2" ABS DWV INDIRECT WASTE PIPE EXTENT OF THE WORK REQUIRED, SEE THE PLAN DRAWINGS. TO FLOOR SINK SLOPE HORIZONTAL ELECTRICWATER HEATER ASSE 1022 DOUBLE CHECK VALVE COUNTER TOP AT 1/4" PER FOOT. (TYP. 2) WITH ATMOSPHERIC VENT (TYP. 2) 2. ALL WATER HOSE SHALL BE THE MINIMUM LENGTH N.T.S. NEEDED AND SUPPORTED AS REQUIRED TO AVOID WATER PUMP. INSTALL TO ALLOW HOLD PIPING TIGHT TO BACK WALL STRESSING CONNECTIONS AND COILING ACCESS TO INTEGRAL PUMP FILTER. (TYP.) EXCESSIVE HOSE. ROUTE TO AVOID KINKING AND SEE PUMP ATTACHEMENT DETAIL ALLOW SPACE FOR UNDER COUNTER (TYP. 2) REFRIGERATOR AND ACCESS TO EQUIPMENT AND BRAIDED STAINLESS STEEL HOSE. VALVES. 9/16-24 UNEF COMPRESSION PUMP PUMP 3. ALL PIPING SHALL BE HELD TIGHT TO WALLS CONNETION 150 PSIG MIN. RATING (TYP. 2) 3/4" BALL VALVE. SLOPED WHERE REQUIRED AND ROUTED TO ALLOW ACCESS TO EQUIPMENT AND VALVES. 3/4" FILTERED WATER STUB -UP FROM 1/NTHOSE COMPRESSION 3/4" 3/4" BELOW FLOOR. 4. ROUTE HORIZONTAL PIPING A MINIMUM OF 6" INDIRECT WASTE LINE CONNECTION (TYP. 2) ABOVE FLOOR. FROM FIXT REF PLAN FW FW 1/2" BALL VALVE. (TYP. 2) 5. INSTALL PUMP AS SHOWN ON PLANS. FW COORDINATE LOCATION AND ELEVATION WITH SET SCREW FLOOR OTHER TRADES. ORIENT PUMP AS REQUIRED TO -,W— I FLOOR ALLOW MAINTENANCE. NO -HUB OUTLET AIR BREAKER. SIZE AIR GAP PER CODE. MINIMUM 1" SINK VARIES ACCORDING TO WASTE LINE SIZE AIR GAP =2 x DIA OF INLET MIN. HUB CONNECTION OR SPIGOT -LET AS ALLOWED 3TE LINE TO RISER OR GREASE :RCEPTOR AS REQUIRED AIR BREAKER DETAIL. N.T.S. COLD WATER MAIN BRANCH PIPE WITH SHUT-OFF VALVE FEEDING PLUMBING FIXTURE(S) PRECISION PLUMBING PRODUCTS PR-500 OR EQUIVALENT ASSE 1018 AUTOMATIC TRAP PRIMER VALVE WITH INTEGRAL AIRGAP. INSTALL TRAP PRIMER MINIMUM 12" ABOVE FLOOR FOR EVERY 20' OF PRIMER DISCHARGE PIPE. PROVIDE DISTRIBUTION UNIT(S) WHERE MORE THAN ONE TRAP IS SERVED BY ONE TRAP PRIMER VALVE. IF TRAP PRIMER IS INSTALLED ABOVE HARD CEILING, PROVIDE ACCESS DOOR PER SPECIFICATIONS. CONNECT 1/2" PIPE (WITHOUT SHUT-OFF VALVE IN BRANCH) TO TRAP PRIMER VALVE OFF TOP OF BRANCH PIPE. INSULATE PIPE UPSTREAM OF TRAP PRIMER, BUT NOT DOWN STREAM. INSTALL TRAP PRIMER LINES) DOWNSTREAM OF TRAP PRIMER OR DISTRIBUTION UNIT USING 1/2" SOFT COPPER TUBING. INSTALL WITHOUT KINKS,AND SLOPE CONTINUOUSLY TOWARDS FLOOR DRAIN. CONCEAL PIPE(S) IN PARTITION OR CHASE IN FINISHED AREAS. TRAP PRIMER AND PIPES MAY BE INSTALLED EXPOSED IN UNFINISHED, NON-PUBLIC AREAS. PROVIDE FLOOR DRAIN BODY OR IF PIPE IS BELOW FLOOR SLAB ON P-TRAP WITH THREADED TRAP // GRADE, PROVIDE 1/2" ELASTOMERIC PRIMER CONNECTION. PROVIDE INSULATION FROM PRIMER CONNECTION SWEAT TO THREADED ADAPTER, TO 1" ABOVE FLOOR SLAB. BRAZE JOINT BELOW FLOOR SLAB ON GRADE. PROVIDE TRAP PRIMERS WHERE SHOWN ON FLOOR PLANS, AND WHERE REQUIRED BY LOCAL AUTHORITIES. PIPING ARRANGEMENT SHOWN IS SCHEMATIC:ADJUSTTO SUIT FIELD CONDITIONS, REFER TO SPECIFICATIONS AND PLUMBING FIXTURE SCHEDULE FOR MORE INFORMATION. INSTALL TRAP PRIMER VALVE AND DISTRIBUTION UNIT PER MANUFACTURER'S RECOMMENDATIONS. ESPRESSO MACHINE GENERAL PIPING CONNECTION SCHEMATIC N.T.S. WATER HAMMER ARRESTOR SIZING CHART FIXTURE UNIT RATING PDI SIZE CONNECTION TO SUPPLY LINE 1-11 A 3/4" 12-32 B 1" 33-60 C 1" 61-113 D 1 1/4" 114-154 E 1 1/2" 155-330 F 2" REFERENCE PDI-WH-201. TO H.W. & C.W. RUNOUTS TO LAST FIXTURE SHALL SUPPLY NOT BE SMALLER THAN SIZE REQUIRED F(1R ARRFSTf1RS TO FIXTURES TO FIXTURES 1TER HAMMER RESTORS PIPING TO LAST FIXTURE HOT WATER TANK (SEE SPECIFICATIONS & HOT WATER TANK DETAIL FOR FURTHER INSTALLATION REQUIREMENTS) RO STORAGE TANK UK 51NK VVI I H MALE bKA I It 5t I SH WITH TOP FIN. FLR. \ULK JOINT ]IN SET CERAMIC TILE. TYP. — CONCRETE INFILL AT TRENCH FOR BELOW GRADE UTILITIES GRAVEL BACKFILL NO -HUB CONNECTION 3" WASTE DRAIN TO DISHWASHER 1 1/2" (15mm) CONCEALED COPPER PIPING (TYP.) 1" (25mm) BYPASS CHROME ESCUTCHEONS (TYP.) 1/2" (15mm) BRASS THREADED BALL SHUT-OFF BOOSTER PUMP AND GFCI 120V RECEPTACLE IF REQUIRED 1'-2 3/ 119 1/4" 1/2" VALVE (TYP.) MAX 72" (1829mm) AFF (15mm) FIP POINT OF USE FILTER LOCATED 1" (25mm) 3/4" (20mm) AT ICE MACHINE EMERGENCY BY-PASS 1/2" (15mm UNION (TYP.) GFCI 120V QUAD RECEPTACLE FOR FILTER 1/2" (15mm) SYSTEM 78" (1981mm) AFF (NOTE 3) ® TO ICE MACHINE PEX PIPING TYP. (SEE NOTE 2) OUT TO FILTERED FIXTURES (ESPRESSOS, BREWERS, HOT TAP, WATER TOWER, ETC.) CITY WATER IN 1/2" (15mm) FIP (FEMALE INTERNATIONAL 1" (25mm) PIPE THREAD FITTING)(TYP.2) RO CONTROL SYSTEM (NOTE 5) TO NON FILTERED FIXTURES N IN N (TOILETS, HAND SINKS, DIPPER PRE -FILTER Q WELLS, HOSE BIBBS, ETC.) 2 1/2" (65mm) CLEARANCE Q li GFCI 120V RECEPTACLE FOR FILTER REQUIRED FOR FILTER REMOVAL E E Q SYSTEM 54" (1372mm) AFF(NOTE 3) o E 3/4" (20mm) LO r- v 3/4" (20mm) FIP (TYP.2 TO SOFTENER) ib r N LO WATER SOFTENER HEAD AND TANKS (BACK) 0 BRINE TANK (FRONT) PROVIDE WATER SOFTENER DRAIN INSTALLED PER CODE (NOTE 4) MOP SINK 18"Wx24"Dx6"H (455mmWx610mmDx150mmH) RACK PROVIDED WITH UNIT 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 IS ACCEPTABLE BETWEEN FILTER SYSTEM COMPONENTS WHERE ALLOWED BY CODE. 3. COORDINATE WITH ELECTRICAL CONTRACTOR FOR RECEPTACLES. 4. PROVIDE WATER SOFTENER INDIRECT DRAIN TO SINK, INSTALLED PER CODE. (CONFIRM REQUIREMENTS WITH SOFTENER EQUIPMENT CUTSHEETS IN ITEM SPECIFICATIONS). 5. PROVIDE RO INDIRECT DRAIN TO SINK INSTALLED PER CODE. (CONFIRM REQUIREMENTS WITH RO EQUIPMENT CUTSHEET IN ITEM SPECIFICATIONS). 6. IN MUNICIPALITIES WITH BRINE RESTRICTIONS, REFER TO THE WATER SYSTEM CONFIGURATIONS APPENDIX UNDER ITEM SPECIFICATIONS FOR WATER SOFTENER EXCHANGE TANK SCHEMATIC. 7. COMPONENTS ARE TO BE POSITIONED TO MAXIMIZE ACCESS FOR REGULAR SERVICING. PRE -FILTER, BYPASS VALVES, AND SOFTENER TANKS MUST BE INSTALLED 72" (1828MM) AFF OR LOWER. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. 700' 11. Pete Rose va , SxAe 460 . "ace J. Retnm n ("f;cinnati, OH 45203 Architect i;i G,..rge �reP (513) 421..221f) Ucpnse: Design Forum Engineering 700 W Pete Rose 'Way e 45.1 I irnU } q7� bE .1:r=g f 3; 121221 C \\\\IIII////// \��\\`SOT H Y I R��/� LICF�s 0 6�0,> T p �. �� c7 `''.... •• '' /1� EN fill Revision Schedule Rev Date I Descriotion N0 L.L w ~ U') M = Ce) D LL 0 U) m J Q od LU 0 J J = Z H r O Q Q wM w o� a� O a �N I1J STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED ®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: PLUMBING DETAILS SCALE: As Indicated I. r,`� TRAP PRIMER DETAIL N.T.S. WATER HAMMER ARRESTOR N.T.S. TYPE 3 WATER TREATMENT SYSTEM N.T.S. SHEET: P-5001 ABBREVIATIONS AFF ABOVE FINISHED FLOOR AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE BLDG BUILDING CLG CEILING CONST CONSTRUCTION CD CEILING DIFFUSER CO2 CARBON DIOXIDE CXA COMMISSIONING AGENT DEG DEGREES DTL DETAIL DM STARBUCKS DESIGN MANAGER DN DOWN DWG(S) DRAWING(S) EA EACH EC ELECTRICAL CONTRACTOR ELEC ELECTRICAL EM EMERGENCY (E) OR (EX) EXISTING EXT EXTERIOR EG EXHAUST GRILLE F&I FURNISH & INSTALL FLR FLOOR FT FOOT/FEET G GAS PIPING GC GENERAL CONTRACTOR HR HOUR HVAC HEATING, VENTILATION, AIR CONDITIONING I.D. INSIDE DIMENSION LL LANDLORD LV LOW VOLTAGE MAX MAXIMUM MECH MECHANICAL MC MECHANICAL CONTRACTOR MEP MECHANICAL, ELECTRICAL AND PLUMBING MFG MANUFACTURER MIN MINIMUM NTS NOT TO SCALE O.D. OUTSIDE DIMENSION OSA OUTSIDE AIR PM PROJECT MANAGER REF REFERENCE REQ('D) REQUIRE(D) REV REVISION RG RETURN GRILLE RT ROOFTOP SHT SHEET SPECS SPECIFICATION(S) SF SQUARE FEET SST STAINLESS STEEL TEMP TEMPORARY TYP TYPICAL LINO UNLESS NOTED OTHERWISE WH WATER HEATER WSHP WATER SOURCE HEAT PUMP MECHANICAL SYMBOL LEGEND TYPICAL SUPPLY DUCT UPON TYPICAL RETURN OR EXHAUST DUCT UPON TURNING VANES EF 1 EQUIPMENT DESIGNATION Q THERMOSTAT SO THERMOSTAT SENSOR SUPPLY AIR ARROW RETURN AIR ARROW DUCT HEATER MANUALVOLUME DAMPER BACK DRAFT DAMPER SMOKE DETECTOR COMBINATION SMOKE AND FIRE DAMPER SPIN -IN TAKE -OFF AND VOLUME DAMPER UNDERCUT DOOR CONNECT TO EXISTING INDICATES UNLINED 12" X 8" O.D. SHEETMETAL 1ST FIGURE = SIDE SHOWN 2ND FIGURE = SIDE NOT SHOWN INDICATED 14" X 10" O.D. SHEETMETAL W/ 1" SOUNDLINER (U.N.0),12" X 8" I.D. NET FLEXIBLE DUCT CONNECTION FLEXIBLE DUCT 12" 0 / NECK SIZE CD-1 1 400 DESIGN CFM (WHERE APPLICABLE) DIFFUSER TYPE (REFER SCHEDULE) T onCEILING DIFFUSER (FLOW ARROWS SHOWN ONLY IF AIR FLOW NOT SYMMETRICAL) © CEILING RETURN / EXHAUST GRILLE MECHANICAL SPECIFICATION GENERAL SCOPE: THE INTENT OF THE SPECIFICATIONS 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. 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 SPECIFICATIONS AND THE CODES AND ORDINANCES, THE HIGHEST STANDARD SHALL APPLY. 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. LEED: ALL WORK, MATERIALS AND EQUIPMENT SHALL MEET LEED REQUIREMENTS & CODE. IN CASE OF CONFLICT, THE HIGHER STANDARD SHALL APPLY. HVAC EQUIPMENT AND MATERIALS FILTERS PROVIDE THREE (3) SETS OF PLEATED DISPOSABLE FILTERS. USE ONE SET UNTIL COMPLETION OF CONSTRUCTION. INSTALL ONE SET AT COMPLETION OF CONSTRUCTION AND DELIVER ONE SET OF FILTERS TO STARBUCKS LABELED TO DENOTE THEIR RESPECTIVE AIR HANDLING UNIT. FILTERS TO BE FARR, OR SIMILAR. EXHAUST FANS CENTRIFUGAL EXHAUST FAN(S) SHALL BE MANUFACTURED BY GREENHECK (OR APPROVED EQUAL) AND SHALL BE PROVIDED. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DISCHARGE LOCATION WITH NEW AND EXISTING VENTS AND INTAKES. PROVIDE A COMPLETE INSTALLATION INCLUDING DUCTWORK FROM RESTROOM GRILLES TO UNIT AND NECESSARY ACCESSORIES. EXHAUST FAN(S) TO BE OPERATED IN CONJUNCTION WITH AIR HANDLING UNIT(S). CONTRACTOR SHALL PROVIDE ONE YEAR WARRANTY ON ALL PARTS AND LABOR. AIR CURTAINS AIR CURTAINS, WHEN REQUIRED, SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. COORDINATE WITH ELECTRICAL CONTRACTOR FOR LOCATION OF POWER CONNECTION. DUCTWORK AND ACCESSORIES SHEETMETAL DUCTWORK ALL DUCTWORK TO BE RIGID SHEETMETAL CONSTRUCTED FROM GALVANIZED SHEET STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY DUCT CONSTRUCTION STANDARDS. FIBERGLASS DUCTBOARD IS NOT ALLOWED. 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 AIRTIGHT (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. DUCTWORK SHALL BE NEW GALVANIZED PRIME GRADE STEEL WITH GAUGES AND BRACING CONFORMING TO THE LATEST ASHRAE GUIDE AND DATA BOOK. ALL PANELS OF RECTANGULAR OR SQUARE DUCT 12" AND LARGER SHALL BE CROSS -BROKEN. AT CONTRACTOR'S OPTION, FLEXIBLE DUCTWORK MAY BE USED FOR RUNOUTS TO SUPPLY DIFFUSERS IN CONCEALED DUCTWORK LOCATIONS. PRODUCT SHALL BE AS MANUFACTURED BY OWENS CORNING, CERTAIN -TEED, OWL -FLEX, OR APPROVED EQUAL AND SHALL MEET REQUIREMENTS OF UL 181 CLASS 1. FLEXIBLE DUCTWORK SHALL HAVE INNER SLEEVE, INSULATION (MIN 1/2" THICK, R-5), OUTER MOISTURE BARRIER JACKET, AND SELF-SUPPORTING FORM. DUCTWORK SHALL BE INSTALLED WITH MINIMUM OF TURNS & SHALL NOT BE BENT OR KINKED. AIR DISTRIBUTION SYSTEM AS SHOWN ON DRAWINGS IS DESIGNED FOR METAL DUCTWORK. FLEX SYSTEMS SHALL BE MODIFIED AS REQUIRED TO MEET OR EXCEED AIR QUANTITIES SHOWN. FLEXIBLE DUCTWORK SHALL NOT EXCEED 6-0" IN STRETCHED LENGTH. EXPOSED DUCTWORK: WHERE DUCTWORK IS TO BE EXPOSED TO VIEW IN OCCUPIED SPACES, PROVIDED MATERIALS WHICH ARE FREE FROM VISUAL IMPERFECTIONS INCLUDING PITTING, SEAM MARKS, ROLLER MARKS, STAINS AND DISCOLORATIONS, AND OTHER IMPERFECTIONS, INCLUDING THOSE WHICH WOULD IMPAIR PAINTING. SHEET METAL FOR EXPOSED DUCTWORK SHALL BE GALVANIZED AND MILL PHOSPHATIZED WITH SURFACES PREPARED FOR PAINTING. DO NOT USE METAL STRAPS OR WIRE TO SUPPORT DUCTWORK EXPOSED IN FINISH SPACES. EXPOSED DUCTWORK SHALL BE SUPPORTED BY ALL -THREAD RODS, AND CIRCUMFERENTIAL STRAPS (FOR ROUND DUCTS) OR UNISTRUT TRAPEZE HANGERS (FOR RECTANGULAR DUCTS). ALL EXPOSED DUCTWORK SHALL BE GALVANIZED STEEL DOUBLE -WALL INSULATED ROUND, SPIRAL OR RECTANGULAR LOCK -SEAM TYPE. THERMAL DOUBLE -WALL DUCT IS REQUIRED FOR CONDENSATION CONTROL. DUCT TO BE CONSTRUCTED OF A SOLID SHELL SURROUNDED BY A LAYER OF INSULATION (R-6.0) AND COVERED BY A SOLID OUTER SHELL. WHERE COMBINATION ACOUSTICAL/THERMAL INSULATION IS USED BETWEEN SHELLS INSTEAD OF AN INNER ACOUSTICAL LINER WITHIN 10'-0" OF DISCHARGE AND INTAKE OF AIR HANDLERS, INNER SHELL SHALL BE PERFORATED FOR ACOUSTICAL FUNCTION. SEE ACOUSTICAL DUCT LINER SPECIFICATION SECTION. DO NOT USE FLEX DUCTWORK IN EXPOSED AREAS OR FOR RETURN OR EXHAUST DUCTWORK. DUCT SEALANT: SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS WITH A NON -HARDENING, NON -MIGRATING MASTIC OR LIQUID ELASTIC SEALANT, WITH VOC CONTENT NO GREATER THAN 25OG/L AND OF A TYPE RECOMMENDED BY THE MANUFACTURER FOR SEALING JOINTS AND SEAMS IN SHEET METAL DUCTWORK. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN -IN FITTINGS, AND FASTENING SCREWS WITH MASTIC. SUPPORTS: PROVIDE HOT -DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. DAMPERS: PROVIDE OPPOSED -BLADE, MULTI -LEAF 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 CONVENIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING INACCESSIBLE VOLUME CONTROL DAMPERS (BLOCKED BY OBSTRUCTIONS LIKE HARD CEILINGS) OR PROVIDE DURODYNE (OR EQUAL) CABLE OPERATED DAMPERS. 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 FIRE OR FIRE/SMOKE DAMPERS. PROVIDE MOTORIZED DAMPERS AT ALL INTAKE & EXHAUST BUILDING OPENINGS IN ACCORDANCE WITH LOCAL CODES. COORDINATE WITH OTHER TRADES FOR ACCESS PANELS, POWER & FIRE ALARM INTERFACES. CONTINUED 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 90.1-2013, 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. THERMAL INSULATION TO COMPLY WITH AN NFPA FLAME SPREAD OF 25 OR LESS, AND SMOKE DEVELOPED NO GREATER THEN 50. INTERNALLY INSULATE EXTERIOR DUCTWORK PER CODE. ACOUSTICAL DUCT LINER: UNLESS OTHERWISE INDICATED ON THE PLANS, PROVIDE 1.5" (38MM) GLASS FIBER ACOUSTICAL DUCT LINER ON 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 SHALL BE FASTENED TO DUCT WITH MECHANICAL LINER FASTENERS IN ACCORDANCE WITH SMACNA. COMBINATION THERMAL/ACOUSTICAL LINER MEETING CODE MAY BE USED FOR 10'-0" IN DOUBLE WALL EXPOSED DUCT IN LIEU OF INNER ACOUSTICAL DUCT LINER. SEE EXPOSED DUCTWORK SPECIFICATION SECTION. FLEXIBLE DUCTWORK: FLEXIBLE DUCT WORK SHALL ONLY BE INSTALLED FOR SUPPLY DUCT AS SHOWN IN PLAN AND NOT ABOVE HARD LID CEILINGS UNLESS SHOWN ON PLAN. FLEXIBLE DUCTWORK SHALL NOT BE USED FOR EXHAUST OR RETURN OR 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 BE UL 181 LISTED AS A CLASS 1 AIR DUCT. DAMPER AIR LEAKAGE: MOTORIZED AND NON -MOTORIZED DAMPERS USED FOR OUTSIDE AIR INTAKES, EXHAUST & RETURN OUTLETS (INCLUDING THOSE WITHIN HVAC EQUIPMENT) SHALL HAVE A MAXIMUM AIR LEAKAGE VALUE PER THE ENERGY CODE OR ASHRAE 90.1 WHEN TESTED PER AMCA STD 500. CONTROLS & OPERATION WHETHER OR NOT AN EMS SYSTEM IS BEING PROVIDED, THE FOLLOWING COMPONENTS AND REQUIREMENTS SHALL BE PROVIDED. REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION, INCLUDING DETAILS ABOUT VENSTAR SYSTEM 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. THERMOSTAT THERMOSTAT(S) SHALL BE VENSTAR PROGRAMMABLE SERIES CT414 AND REMOTE SENSOR(S) RS410 (OR OPTIONAL RS420) FURNISHED AND INSTALLED PER LEASE. ONE THERMOSTAT AND SENSOR IS PROVIDED FOR EACH AIR HANDLING UNIT. MOUNT THERMOSTAT(S) AND SENSOR(S) IN LOCATION & HEIGHTS AS INDICATED ON DRAWINGS. MECHANICAL CONTRACTOR TO PROVIDE THERMOSTAT IDENTIFICATION LABELS WITH 1/8" (3MM) HIGH WHITE LETTERS ON KELLY GREEN OR BLACK PHENOLIC BACKGROUND, I.E. "AC-1:WORKROOM" AND "AC2:CUSTOMER AREA". REFER TO THERMOSTAT SETUP INSTRUCTIONS BELOW FOR ADDITIONAL REQUIREMENTS. THERMOSTAT SETUP INSTRUCTIONS PROVIDE THE FOLLOWING SETUP AND PROGRAMMING ON THE THERMOSTAT: 1. FOLLOW INSTRUCTIONS IN THE MANUAL WHICH COMES WITH THE THERMOSTAT. 2. CONFIGURE AS FOLLOWS: A. DEGREES "F" DISPLAY B. 12 HOUR CLOCK C. CONTINUOUS FAN OPERATION IN OCCUPIED MODE D. DISABLE KEYBOARD PROGRAMMING 3. SET CLOCK AND DAY. 4. SET TO DISPLAY CURRENT TEMPERATURE 5. SET OCCUPIED START TIME AT 30MIN BEFORE OPENING. SET UNOCCUPIED START TIME AT 30MIN AFTER CLOSING. VERIFY HOURS WITH STORE MANAGER OR CONSTRUCTION MANAGER 6. SET POINTS SHALL BE AS FOLLOWS: A. OCCUPIED (5° F DEADBAND)(3° C DEADBAND) I. HEATING: 70' F (21° C) II. COOLING: 75° F (24° C) B. UNOCCUPIED I. HEATING: 60' F (15' C) II. COOLING: 78° F (25° C) 7. SET TWO (2) HOUR OCCUPIED OVERRIDE FUNCTION TO PROVIDE THE FOLLOWING SET POINT OVERRIDES: A. HEATING: +2° F (1° C) B. COOLING: -2° F (1° C) EXHAUSTFANS RESTROOM EXHAUST FAN(S) TO BE OPERATED IN CONJUNCTION WITH STORE HOURS UNLESS OTHERWISE NOTED/APPROVED. FAN TO BE CONTROLLED BY INTERLOCK WITH ROOFTOP UNIT SERVING RESTROOMS. ENERGY MANAGEMENT SYSTEM (EMS) WHEN AN ENERGY MANAGEMENT SYSTEM IS TO BE INSTALLED, THE CONTRACTOR SHALL COORDINATE WITH THE EMS VENDOR FOR A COMPLETE SYSTEM. FURNISH AND INSTALL ALL LOW VOLTAGE WIRING THROUGH EC PROVIDED CONDUITS (COORDINATE WITH ELECTRICAL). CONTRACTOR TO PROVIDE ONE THERMOSTAT AND REMOTE SENSOR PER HVAC UNIT. LOCATE AND MOUNT THERMOSTATS AND SENSORS PER THE DRAWINGS. PROVIDE THERMOSTAT IDENTIFICATION LABELS PER SPECIFICATION REQUIREMENTS. CONTRACTOR TO PROGRAM AND COMMISSION CONTROL SYSTEM. EMS THERMOSTATS TO BE PROGRAMMED TO MEET LOCAL CODE REQUIREMENTS. SMOKE DETECTORS PROVIDE DUCT SMOKE DETECTORS IN THE SUPPLY AND RETURN DUCT (AS REQUIRED BY LOCAL CODE) OF EACH RTU THAT HAS A SUPPLY AIR FLOWRATE OF 2000 CFM OR GREATER (NOMINAL 5-TON OR LARGER), RTU SHALL BE DE -ENERGIZED UPON DETECTION OF SMOKE. TESTING, ADJUSTING, BALANCING MECHANICAL CONTRACTOR OR AN INDEPENDENT NEBB OR AABC CERTIFIED AIR BALANCE CONTRACTOR SHALL ACCURATELY BALANCE THE AIR SYSTEMS TO PROVIDE AIR QUANTITIES INDICATED ON THE DRAWINGS AND IN THIS SPECIFICATION. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS DURING BALANCING. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR APPROVAL. INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT CONTRACTOR SHALL OPERATE ALL SYSTEMS UNTIL THE SATISFACTORY PERFORMANCE OF SPECIFICATION REQUIREMENTS IS DEMONSTRATED TO THE COMPLETE SATISFACTION OF THE OWNER. PRIOR TO, AND DURING OPERATION, ALL CONTROLS AND OTHER APPURTENANCES AND DEVICES SHALL BE ADJUSTED AND CALIBRATED. THE CONTRACTOR, DURING OPERATION AND BALANCING PERIODS, SHALL INSTRUCT THE OWNER IN THE OPERATION AND CONTROL OF THE SYSTEMS AND MAINTENANCE SCHEDULE. CONTINUED REMOTE CONDENSING UNITS: CONTRACTOR SHALL SET AND INSTALL REMOTE CONDENSING UNITS ON ROOF FOR ICE MACHINE. SET UNIT ON A PAIR OF PRE -FABRICATED ROOF RAILS. ANCHOR CONDENSING UNIT TO RAILS WITH GALVANIZED STRAPPING OR AIRCRAFT CABLE. CONTRACTOR SHALL PROVIDE AND INSTALL REFRIGERANT PIPING FROM REMOTE CONDENSING UNIT TO ICE MACHINE EVAPORATOR UNIT. SIZE PIPING AND PROVIDE INSTALLATION DETAILS AS REQUIRED BY MANUFACTURER. INSTALL THE ENTIRE REFRIGERANT SUCTION LINE WITH 1/2" ARMAFLEX. PROVIDE WHITE UV COATING ON ALL EXTERIOR INSULATION. USE MANUFACTURER'S ADHESIVE TO SEAL ALL SEAMS AND JOINTS. MITER ALL ELBOWS - DO NOT BEND INSULATION AROUND FITTINGS. ICE MACHINE REMOTE CONDENSER SCHEDULE DID NO. REFRIGERANT DIMENSIONS VOLT/PH FLA MOCP WEIGHT LBS MANUFACTURER MODEL NUMBER REMARKS WIDTH DEPTH HEIGHT 10480 R-404 291/2" 1 37 3/4" 1 ' 40" 208/1 1.3 15 145 ICE-O-MATIC VRC-5061 1,2 NOTES: 1. PROVIDE PRECHARGED TUBING KIT. LENGTH WILL BE DETERMINED BY UNIT LOCATION AND MANUFACTURER'S RECOMMENDATIONS.. 2. SECURE UNIT TO EXISTING SUPPORTS WITH CODE -APPROVED CABLING OR STRAPS. ROOFTOP AC UNIT SCHEDULE (EXISTING) TOTAL SENSIBLE ELEC HEAT, ELEC HEAT, ENTERING AIR CONDITIONS UNIT NO. SUPPLY O.A. CFM COOLING COOLING INPUT OUTPUT EXT. S.P., FAN VOLT/PH MCA MOCP E.E.R. MANUFACTURER MODEL NUMBER REMARKS CFM (TONS) (MBTUH) (KW) (MBTUH) DB °F WB °F AMBIENT " W.C. HP RTU-1 3,400 755 8.5 78.5 20.3 69 80 67 95 .75 3.75 208/3 81 90 12.5 TRANE THC-102 1,2,3,4,5,6,7,8 RTU-2 3,000 180 7.5 68.6 13.5 46 80 67 95 .75 3.75 208/3 57.5 60 12.6 TRANE THC-092 1,2,3,4,5,6,7,8 NOTES: 1. UNITS SHALL BE FURNISHED WITH MERV8 REPLACEABLE MEDIA FILTERS. 2. EXTEND FULL SIZE CONDENSATE DRAIN LINE TO ROOF GUTTER. 3. PROVIDE SMOKE DETECTOR IN SUPPLY & RETURN AIR DUCT DROPS. 4. PROVIDE MANUFACTURER'S STANDARD 14" HIGH FULL UNIT CURB TO MATCH ROOF SLOPE. 5. UNITS SHALL HAVE FACTORY MOTORIZED OUTSIDE AIR DAMPER WITH HOOD AND 100% FIXED DRY BULB ECONOMIZER WITH BAROMETRIC RELIEF. 6. PROVIDE VENSTAR SURVEYOR MODEL CT414 PROGRAMMABLE TWO STAGE THERMOSTAT WITH REMOTE TEMPERATURE SENSOR. 7. PROVIDE INTEGRAL DISCONNECT SWITCH. 8. ROOFTOP UNIT SHALL BE TESTED AND OPERABLE AND HAVE A ONE (1) YEAR COMPLETE UNIT WARRANTY AND A FIVE (5) YEAR COMPRESSOR WARRANTY. EXHAUST FAN SCHEDULE (EXISTING) UNIT NO. TYPE CFM S.P. SONES HP VOLTS PH. FAN RPM TIP SPEED MANUFACTURER MODEL CONTROL REMARKS EF-1 ROOF 525 0.50 8.7 1/8 120 1 1550 GREENHECK G-095 1,2,3,4 NOTES: 1. FAN TO BE CONTROLLED BY LIGHTING CONTROL PANEL TO RUN CONTINUOUSLY IN OCCUPIED MODE. SEE E-5002, DETAIL 6.. 2. STATIC PRESSURE INCLUDES DUCTWORK AND AIR DEVICES ONLY. 3. PROVIDE FAN WITH BACKDRAFT DAMPER AND FAN SPEED CONTROLLER. 4. PROVIDE FAN WITH ROOF CURB TO MATCH ROOF SLOPE. AIR DISTRIBUTION DEVICES TYPE DESCRIPTION VOLUME CONTROL FINISH TITUS MODEL NO. OR AS NOTED PROVIDED BY QUANTITY A CEILING SUPPLY DIFFUSER YES WHITE MODEL TDC, LAY -IN, 24"x24",10"0 NECK, 4-WAY CONTRACTOR 4 B CEILING SUPPLY DIFFUSER YES WHITE MODEL TDC, SURFACE, 24"x24",10"0 NECK, 4-WAY CONTRACTOR 1 C CEILING SUPPLY DIFFUSER YES WHITE MODEL TDC, SURFACE, 12"xl2", 6"0 NECK, 4-WAY CONTRACTOR 3 D DUCT MOUNTED GRILLE YES WHITE MODEL S300FS, 14"x6", DOUBLE DEFLECTION GRILLE W/AIR SCOOP CONTRACTOR 3 E DUCT MOUNTED GRILLE YES WHITE MODEL S300FS, 14"x6", DOUBLE DEFLECTION GRILLE W/AIR SCOOP CONTRACTOR 10 F CEILING RETURN GRILLE YES WHITE MODEL 350RL, 24"x24", LAY -IN, 18"0 NECK CONTRACTOR 1 G SIDEWALL RETURN GRILLE YES WHITE MODEL 350RL, 24"xl2", SURFACE, 24"xl2" NECK CONTRACTOR 1 H SIDEWALL RETURN GRILLE YES WHITE MODEL 350RL, 42"x24", SURFACE, 4744" NECK CONTRACTOR 1 I CEILING EXHAUST GRILLE YES WHITE MODEL 350RL, SURFACE MOUNT, 10"xl0", 8"0 NECK CONTRACTOR 3 J CEILING EXHAUST GRILLE YES WHITE MODEL 350RL, LAY -IN, 10"x10", 6"0 NECK CONTRACTOR 1 NOTES: 1. COORDINATE MOUNTING TYPES WITH ARCHITECTURAL CEILING AND WALL TYPES, AND SEE NECK SIZES ON PLANS. NECK SIZE CFM TYPE ENERGY MANAGEMENT SYSTEM (EMS) DEVICES QUANTITY DESCRIPTION RESPONSIBILITY COMMENTS 1 VENSTAR DC400, DATA CONCENTRATOR CONTRACTOR LOCATE AT MANAGER'S WORK STATION. LOCATION SHOWN ON SHEET E-5001, DETAIL 2. 2 VENSTAR ECP400, EQUIPMENT CONTROL PACK CONTRACTOR LOCATE AT EACH HVAC UNIT. LOCATION OF HVAC UNITS SHOWN ON SHEET M-1101. 2 VENSTAR CT414, COMMUNICATING THERMOSTAT CONTRACTOR LOCATE BY MANAGER'S WORK STATION AS SHOWN ON M-1101 AND E-1103. COORDINATE LOCATION WITH STARBUCKS' EQUIPMENT. 2 VENSTAR RS410, WALL MOUNT REMOTE TEMPERATURE SENSOR CONTRACTOR LOCATE AS SHOWN ON M-1101, ONE PER HVAC UNIT. COORDINATE LOCATION WITH STARBUCKS' ART, EQUIP.; PROJECT MANAGER. 0 VENSTAR RS420, OPTIONAL NARROW DROP DOWN SENSOR CONTRACTOR OPTIONAL SENSOR FOR WORKROOM. USE AS LAST RESORT ONLY IF NO SPACE EXISTS FOR WALL MOUNT TEMPERATURE SENSOR. 1 VENSTAR OTS400, OUTDOOR TEMPERATURE SENSOR CONTRACTOR LOCATE ON ROOF IN SHADED LOCATION ON NORTH SIDE OF BUILDING. 1 VENSTAR SP400, SENSOR PAC CONTRACTOR LOCATE COMPONENTS (AIRFLOW & TEMP SENSORS) PER SP400 SENSOR PAC INSTALLATION INSTRUCTIONS. NOTES: 1. EMS DEVICES FURNISHED BY EMS VENDOR: VENSTAR. CONTACT: SBUXQUOTES@VENSTAR.COM, 818-812-9805. COMPONENTS INSTALLED BY CONTRACTOR. 2. THE SCHEDULED COMPONENTS SHALL BE PROVIDED FOR A COMPLETE AND FUNCTIONAL SYSTEM. SEE SPECIFICATION ABOUT EMS SYSTEM REQUIREMENTS. ELECTRICAL / MECHANICAL COORDINATION NOTES: PROVIDE AND COORDINATE LINE VOLTAGE WIRING, LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS, AND LOW VOLTAGE CONTROL WIRING. FURNISH WIRING DIAGRAMS TO THE ELECTRICIAN AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE ELECTRICIAN THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. VENTILATION SCHEDULE ROOM NAME AREA, SQ. FT. OCCUPANTS PER 1000 SQ. FT. OCCUPANT LOAD O.A. PER PERSON, CFM OCCUPANT O.A., CFM O.A., CFM PER SQ. FT. AREA O.A., CFM BASE O.A. REQUIRED (CFM) VENT EFF. TOTAL O.A. REQUIRED (CFM) SERVED BY RESTAURANT (DINING ROOM) 1146 70 73 7.5 548 0.18 206 754 1.0 755 RTU-1 BEV. PREP. RETAIL SALES 447 15 4 1 7.5 30 0.12 54 84 1.0 100 RTU-2 WORKROOM 530 10 2 5 10 0.12 54 64 1.0 75 RTU-2 CORRIDOR 43 - - - 0.06 3 3 1.0 5 RTU-2 TOTAL -915 TOTAL -915 NOTES: 1. SET OUTSIDE AIR AS CALLED OUT ON THE RTU SCHEDULE. 2. OUTSIDE AIR BASED ON CODE OCCUPANCY LISTED ON SHEET G-0001 AND ON 4 PEOPLE IN BEV. PREP (RETAIL SALES) AREA TO MEET LEED REQURRMENTS. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. 700 W. Pete riJ. r 'Aay.te 46f) Dcr l Chnunnati, GH 4,5203 Arci',tect ;n C ,argy ip1: t513.421-22.10 tdaense;: Design Forum Engineering 700 �d_ Pete Rose iNay. _ ite 46') Ty _ c:at dine �inc .nL. CH 4`203 L/EN Revision Schedule Rev I Date Descr N� L.L >/ w �- Uj LO = M V � D JJ 0 U) co J LUw Q 06 Z F- r Q Q F- Q 0 LU CO 0 LU o � O Cn O �N w STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: MECHANICAL NOTES SCALE: As Indicated SHEET: M-0001 SYSTEM COMMISSIONING (LEED) CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND H. CONTRACTOR SHALL INFORM STARBUCKS CX WHEN EQUIPMENT IS READY FOR FUNCTIONAL FACILITATE STARBUCKS STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE COMPRISED OF PERFORMANCE TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL PERFORMANCE THREE DISTINCT EFFORTS: 1) SUPPORT STARBUCKS COMMISSIONING (CX) AGENT DURING INSTALLATION TESTING PRIOR TO STARTING TESTING. CONTRACTOR SHALL OPERATE EQUIPMENT FOR VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES; 2) PERFORM TESTING ADJUSTING, BALANCING AND STARBUCKS CX AND VERIFY BY DEMONSTRATION CORRECT OPERATION OF EQUIPMENT, SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS CX; 3) CORRECT RESPONSE OF SENSORS AND PROPER EXECUTION OF HVAC CONTROL AND LIGHTING DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND SUBMIT REPORTS. CONTRACTOR SEQUENCES; INCLUDING BUT NOT LIMITED TO, AIR MOVEMENT, TEMPERATURE, SOUND AND SHALL PERFORM AND PROVIDE THE FOLLOWING: CONTROL RESPONSE. PROVIDE ANY SECURITY ACCESS, HARDWARE, SOFTWARE, OR OTHER SUPPORT AS NEEDED, FOR THE STARBUCKS COMMISSIONING AGENT TO EFFICIENTLY WITNESS A. SYSTEMS SUBJECT TO COMMISSIONING INCLUDE BUT ARE NOT LIMITED TO DOMESTIC HOT WATER AND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CX WILL RECORD THE EQUIPMENT GENERATION, HVAC SYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS A ND LIGHTING OPERATION AND RESPONSE TO TESTING SEQUENCES AND PREPARE A LIST OF ANY CONTROLS. DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR CORRECTION BY THE B. CONTRACTOR SHALL INCLUDE COMMISSIONING ACTIVITIES IN PROJECT SCHEDULE AND SHOW INTERVALS CONTRACTOR. EQUIPMENT INCLUDES BUT IS NOT LIMITED TO AIR HANDLING WITNESS AND FOR PERFORMANCE OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND INTERVALS FOR WORK DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CX WILL RECORD THE EQUIPMENT PERFORMED BY STARBUCKS CX AGENT. CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL OPERATION AND RESPONSE TO TESTING SEQUENCES AND PREPARE A LIST OF ANY WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM IN THE SCHEDULE OF VALUES. DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR CORRECTION BY THE C. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS CONTRACTOR. EQUIPMENT INCLUDES BUT IS NOT LIMITED TO AIR HANDLING UNITS, ROOFTOP AND ALL CONTRACT DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE, AND AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS, LIGHTING CONTROLS AND ETC. ACCESSIBLE TO STARBUCKS CX FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE DELIVERABLES: PROVIDE COMPLETED COPIES OF ALL START UP REPORTS, FILLED OUT ON THE TESTING. MANUFACTURER'S FORMS TO THE STARBUCKS COMMISSIONING AGENT. D. CONTRACTOR SHALL ENSURE EQUIPMENT INSTALLATION IS COMPLETE AND CONFORMS TO THE I. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES DISCLOSED MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND REQUIREMENTS PRIOR TO THE DURING THE INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING PROCESS. SCHEDULED START OF INSTALLATION VERIFICATION. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM E. INSTALLATION VERIFICATION SHALL BE PERFORMED BY STARBUCK'S CX. CONTRACTOR SHALL SUPPORT AND CONSTRUCTION SCHEDULE. STARBUCKS CX INSTALLATION VERIFICATION EFFORTS AS NECESSARY. PROVIDE ALL ACCESS AND J. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE -TESTING OF EQUIPMENT DEEMED EQUIPMENT NECESSARY FOR STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS INSTALLED NECESSARY BY STARBUCKS CX DURING FUNCTIONAL PERFORMANCE TESTING. CONTRACTOR IS CORRECTLY. RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING F. CONTRACTOR SHALL BE READILY AVAILABLE DURING INSTALLATION VERIFICATION TO IMMEDIATELY ANY AND ALL RE -TESTING. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT CORRECT ANY DEFICIENCIES OR DEFECTS DISCLOSED BY THE INSTALLATION VERIFICATION PROCESS. DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: FINAL BALANCE CORRECTIONS SHALL BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION OF THE CONSTRUCTION REPORT, DEFICIENCIES LIST NOTING CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN SCHEDULE. RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TEST RESULTS. G. ALL EQUIPMENT SHALL BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR'S TESTING, K. CONSTRUCTION AND POST CONSTRUCTION TESTING: ADDITIONAL TESTING WILL BE REQUIRED ADJUSTING AND BALANCE AGENT (SEE TESTING, ADJUSTING AND BALANCING) AFTER THE SYSTEM IS BY LEED AND OTHER PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH COMMISSIONING VERIFIED TO BE COMPLETE AND CORRECT BY STARBUCKS CX, IN ACCORDANCE WITH THE REQUIREMENTS SERVICE. CONTRACTOR SHALL CONDUCT, DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING OF THESE DOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL AS DIRECTED BY STARBUCKS CX. 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 CX IMMEDIATELY UPON COMPLETION OF THE WORK. HVAC PLAN SCALE: 1/4" = 1' -0' 1G IAQ MANAGEMENT PLAN DURING CONSTRUCTION: CONTRACTOR SHALL COMPLY WITH LEED EQ CREDIT 3.1 AND CHAPTER 3 OF SMACNA'S IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION. CONTRACTOR SHALL PERFORM AND SUBMIT ALL INFORMATION AS REQUIRED BY LEED UNDER THE SUBMITTALS SECTION OF EQ CREDIT 3.1 AND OTHER SEC IONS.aff H HVAC SYSTEM IS TO BE USED DURING CONSTRUCTION, COMPLY WITH SMACNA'S GUIDELINES (REFERENCED ABOVE). AIR BALANCE SCHEDULE (CFM) EQUIP. NO. SUPPLY AIR RETURN AIR OUTDOOR AIR RELIEF AIR EXHAUST AIR SERVING RTU-1 3400 2646 754 90 0 CAFE' RTU-2 3000 2849 151 - 225 BEV. PREP & WORKROOM EF-1 300 TOILET EXHAUST TOTALS 6400 5495 915 90 525 +300 POSITIVE BUILDING PRESSURE Lel MECHANICAL PLAN NOTES 1. SEE SHEET M-0001 FOR EQUIPMENT & AIR DEVICE SCHEDULES. 2. MECHANICAL CONTRACTOR RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL FULL SCOPE OF PROJECT. 3. COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTIONS TO ALL MECHANICAL EQUIPMENT. 4. DUCTWORK ABOVE CEILINGS SHALL BE ROUTED AS HIGH AS POSSIBLE. REFER TO CEILING PLANS AND SECTIONS FOR HEIGHT OF EXPOSED DUCTWORK. 5. CONTRACTOR SHALL INSTALL REFRIGERANT PIPING TO/FROM REMOTE CONDENSER FOR ICE MACHINE AND/OR WALK IN COOLERS. REFER TO SPECIFICATIONS, SHEET M-0001. SHEET NOTES 1. ROOFTOP AC UNIT RTU-1 ON ROOF (BY LANDLORD). 2. ROOFTOP AC UNIT RTU-2 ON ROOF (BY LANDLORD). 3. FULL SIZE SUPPLY AIR DISCHARGE DUCT WITH 1-1/2" DUCT LINER. SEE EXPOSED DUCTWORK SECTION OF SPECIFICATION FOR OPTIONAL COMBINATION THERMAUACOUSTICAL INSULATION WITHIN DOUBLE WALL DUCT AS AN ALTERNATIVE TO DUCT LINER. 4. FULL SIZE RETURN AIR DUCT WITH 1-1/2" DUCT LINER. SEE EXPOSED DUCTWORK SECTION OF SPECIFICATION FOR OPTIONAL COMBINATION THERMAUACOUSTICAL INSULATION WITHIN DOUBLE WALL DUCT AS AN ALTERNATIVE TO DUCT LINER. 5. WALL MOUNTED THERMOSTATS FOR ROOFTOP AC UNITS. MULTIPLE THERMOSTATS SHALL BE STACKED IN VERTICAL CONFIGURATION WITH A MINIMUM 8" CLEARANCE BELOW EACH THERMOSTAT. CONFIRM EXACT LOCATION WITH OWNER. EXISTING THERMOSTAT FURNISHED BY LANDLORD WITH RTU. 6. EXISTING REMOTE TEMPERATURE SENSOR FURNISHED BY LANDLORD WITH RTU. (INSTALLED BY CONTRACTOR). 7. 10" DIAMETER EXHAUST DUCT UP TO EXISTING EXHAUST FAN EF-1. ( 8. MANUAL BALANCE DAMPER (TYPICAL). �1 9. EXISTING SMOKE DETECTOR IN SUPPLY AND RETURN AIR STREAMS, TO SHUT DOWN UNIT UPON DETECTION, TO REMAIN. 10. 10"0 A 375 11. 10"0 B 180 12. 6"0 C 1 75 13. 14"x6" D 390 14. 14"x6" ET 340 15. 18"0 G 1 1500 16. 24"x12" H 1 1325 17. 42"x24" I 1 2740 18. 8"0 J 150 19. 6"0 K 1 75 20. AIR COOLED CONDENSER UNIT ON ROOF FOR ICE MACHINE BELOW. SET UNIT ON EXISTING APPROVED HURRICANE STAND PROVIDED BY THE LANDLORD. EXTEND REFRIGERANT PIPING TO ICE MACHINE. SEAL ROOF OPENING WWEATHERTIGHT, REFER TO DETAIL #5, SHEET M-5001. FIELD VERIFY ALL REQUIREMENTS AND INCLUDE ALL COSTS IN BIDS FOR A COMPLETE SYSTEM. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. Ju +,V, e'E u�� Jar, suite 4F30 Donald j Ppzhnian l Anna GH 452C3 arye ak :,..5'3' 421-22`0 i.le rse' Design Forum Engineering `x` e E vd;'. Lte 4b shy R_�jjerdinrj u H 5203 a1:.5.., 42 2210 b /VO _0 STgT* Q— � •.T FO,c • �� 25 0 8 Revision Schedule Rev Date Description �0 L.L L.L � Uj M = M Z) 0 LL 0 LLI m J Q � J J = Z H T O Q Q (_ wM w o� a� a r �N w STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: MECHANICAL PLAN SCALE: As Indicated SHEET: M-1101 EXISTING CONDENSATE DRAINAGE BY LANDLORD INSTALL FLEXIBLE CONNECTION BELOW ROOF DECK AND CONNECT NEW DUCTWORK TO UNIT DUCT CONNECTIONS RTU DETAIL N.T.S. SLOPE COVER TO I PATE ROOF CUR PC-2A. SET BASE ON DECK SURF) AN FASTENERS APPROX. 6" HOOD E FIBER CANT DECK INSULF ROOF DECK EXISTING ROOFTOP AIR HANDLING UNIT BY LANDLORD AIR AND WATERTIGHT PENETRATION, TYP. FLASHING AND COUNTER FLASHING BY LANDLORD EXISTING ROOF UP OVER CURB BY LANDLORD EXISTING FACTORY CURB SUPPLIED WITH UNIT INSTALLED BY LANDLORD EXISTING FRAMING SUPPORT FOR PENETRATIONS BY -� LANDLORD REFER TO MECHANICAL PLAN FOR DUCT SIZES, TYP. PIPE ROOF CURB DETAIL N.T.S. FIELD FABRICATED ALUMINUM SHEET METAL HOOD. SEAL AT PENETRATION OF PIPES. SLOPE PIPE AWAY FROM HOOD. SHEET METAL OR FLEX TUBE COLLAR, INSULATE. BASE FLASHING PACK INSULATION BETWEEN PIPE AND CURB. PIPE SHOP FABRICATED SHEET METAL CEILING DIFFUSER 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 CENTERLINE. FABRICATE FROM 22 GA PERF SHEET METAL (3/16" HOLES ON 1/4" CENTERS). ROUND INSUL STUB DUCT SAME SIZE AS FLEX DUCT OPPOSED BLADE DAMPER TITUS AG-75 OR EQUAL BY G.C. WHEN REQ'D FLEX DUCT CLAMP FLEX DUCT. PULL INSIDE LINER TAUT NOTES: TYP SUSP LAY -IN CEILING 1. PROVIDE SUPPORT FOR DIFFUSER AND CAP PER CODE. CEILING DIFFUSER. FASTEN TO CAP WI 2. EQUALIZING GRID REQ'D ON SUPPLY AIR SHEET METAL SCREWS, MIN ONE PER SIDE. DIFFUSERS ONLY. SEAL JOINT AIR TIGHT. rn' \ LAY IN DIFFUSER N.T.S. EXPAN; INSERT HANGER SELF TAPPING SCREWS FOR DUCTS OVER 48" WIDE, TURN UNDER BOTTOM OF DUCT & FASTEN ' LOW -, ` PR0SRE -,DUCT STRUCTURAL JOIST REF PLAN �,...� UNISTRUT HANGER THREADED ROD EXPOSED SPIRAL DUCT REF PLAN DUCT SIZE HANGER SIZE MAX. SPACING UP THRU 2 SQ. FT. 1" x 1/16" 8'-0" 2 THRU 4 SQ. FT. 1" x 1/8" 8'4" 4 THRU 10 SQ. FT. 1" x 1/8" 6'-0" OVER 10 SQ. FT. 1" x 1/8" 4'-0" DUCT HANGING DETAIL N.T.S. Air System Sizing Summary for AHU overall 'roject Name: SS US301 and Daughtery 0510V20V 'repared by: IBDF 02:59P% Air System Information Air System Name .._ _. _.._ AHU overall Equipment Class. . SPLT AHU Air System Type ___ __ ___ _ __ _ _ SZCAV Sizing Calculation Information Calculation Months Jan to Dec Sizing Data _ _ _ _ Calculated Central Cooling Coil Sizing Data Total coil load _ 16.4 Tons Total coil load _ __ 196.3 MBH Sensible toll load ... _ 130.7 MBH Coil CFM at Jul 1800 _.__. _.._. -------- _ __.- 5273 CFM Max block CFM _ - ._. _- - -__-- -- 5273 CFM Sum of peak zone CFM _...... _ .5273 CFM Sensible heat ratio _._.____.._.__ 0.666 ft2/Ton _... _ _ 140.7 BTU/(hr•ft2) - - - - 85.3 Water flow @ 10.0 °F rise ._ _____ _._ _ .._ _ N/A Central Heating Coil Sizing Data Max coil load ____ -- .----._ _ - _..... -- _60.0 MBH Coil CFM at Des Htg .._..__._ ._____ __ ___. _ 5273 CFM Max coil CFM,..._ _... .......... 5273 CFM Water flow @ 20.0 °F drop _ _ _ _ _ _ __ .. - - _- _ N/A Number of zones ... _ .....___ _....1 Floor Area ... _. 2302.0 ft2 Location -- --_ __-- ---_ - - .. Tampa, Florida Zone CFM Sizing ___ Sum of space airflow rates Space CFM Sizing Individual peak space loads Load occurs at ___ _ ___ Jul 1800 OA DB / WB _ . 88.9176.2 °F Entering DB / WB . 79.5 / 67.7 °F Leaving DB / WS .. __-- .. ..___ 56.6 / 55.6 °F Coil ADP . ............ _ .... 54.0 'F Bypass Factor ........ ......... ......._.. _....... __0.100 Resulting RH............ .......... ....... ...__.__.. ----- 54 % Design supply temp. _.-_.. _.. 56.0 °F Zone T-stat Check _---___ _ . _ _ -_..._ __ _ 0 of 1 OK Max zone temperature deviation ..... _. 0.4 °'F Load occurs at --. -.. _ _ -.- .. _....._.. _-.. _ _ _. _ Des Htg BTU/(hr•ft2) .._.. _.._......... _.. -_ ----- . __.. __ 26.1 Ent. DB / Lvg DB.,.,. _ _...._ . 63.9 174.5 °F Supply Fan Sizing Data Actual max CFM _ ... _.._... 5273 CFM Fan motor BHP _ . _. _ 1.44 BHP Standard CFM _ ,- _ _ _ _ _ _ _ 5271 CFM Fan motor kW _ - __ _ _ _1.15 kW Actual max CFM/ft2 -_ _ __- ----._ ...... 2.29 CFM/ft2 Fan static .... ..... _ ._ _ ._... __ __ _ 1.00 in wg Outdoor Ventilation Air Data Design airflow CFM --- - _ - 1002 CFM CFM/person -____ -___ . _........... ..... ._ ....... CFM/person CFM/ft2 - ---.-- ___ .. _ _ 0.44 CFM/ft2 Hourly Analysis Program v5.01 Page 1 of 12 HVAC LOAD CALCULATION STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. 700 W. Pete iliv, Suite 46 Do, d1 h'K n at, OH 45203 Arc t h C'narcge i 5181 421-2210 Design Forum Engineering 7 0'h', Pee R .,f Tiay. Su,te 4i)k I kt? Y ty Ci d ati. GH 45203 of (51;s) 4?3-221ii Lc;U..s_. 8 �- Revision Schedule Rev I Date I Descriotion N0 I..L� L.L r W = co D 0 U) J m J l Ll 06 LU 0 J J J = Q Z I— r Q Q H- Q (D �M o� a� O 8- �N w STORE #: 56350 PROJECT #-. 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: MECHANICAL DETAILS SCALE: As Indicated v N.T.S. SHEET: M-5001 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 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 NL NIGHTLIGHT NTS 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 UNO UNLESS NOTED OTHERWISE USB 20A DUPLEX RECEPTACLE WITH USB CHARGING PORT (SEE SPECIFICATION ON THIS SHEET) WH WATER HEATER WP WEATHER PROOF ELECTRICAL SYMBOL LEGEND O JUNCTON BOX RECEPTACLE: DUPLEX SWITCH RECEPTACLE: DUPLEX - ONE "`$$ SWITCHED 3 THREE-WAY SWITCH nd: RECEPTACLE: QUADPLEX $ MOTION (OCCUPANCY) 0 DATA OUTLET SENSOR SWITCH SWITCHBACK ® RECEPTACLE: FLOOR DUPLEX 0 TELEPHONE THERMOSTAT (EMS) NL THERMOSTAT SENSOR DL (EMS) DIMMER SWITCH GROUNDING ELECTRODE CONNECTION NIGHTLIGHTING 24HR/DAY PHOTOELECTRIC CELL (EMS) SPEAKER SPECIAL RECEPTACLE: SEE NOTE/SCHEDULE FOR DETAILS RACEWAY CONCEALED IN CEILING OR WALL. HASH MARKS INDICATE NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE NOTED. TWO WIRES PLUS GROUND IF NO HASH MARKS SHOWN. LONG HASH MARK DENOTES NEUTRAL. DOT DENOTES GROUND. RECEPTACLE WITH USB CHARGING PORT PROVIDE UL FEDERAL SPECIFICATION CERTIFIED TAMPER -RESISTANT DUPLEX RECEPTACLE WITH USB CHARGING CAPABILITIES. FEATURES SHALL INCLUDE OVERALL 3.1A USB CHARGING CAPABILITY, AUTO GROUND CLIPS, ZINC —PLATED GROUND TERMINAL SCREW AND TRIPLE —WIPE BRASS CONTACTS. PASS & SEYMOUR #TR5362USB* OR EQUAL * — FINISH COLOR SHALL BE AS SPECIFIED ON ARCHITECTURAL DRAWINGS OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 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 STARBUCKS PRIOR TO BEGINNING CONSTRUCTION TO ORDER THE ADDITIONAL TELEPHONE LINE(S). REPORT ANY TELEPHONE INSTALLATION ISSUES IMMEDIATELY TO STARBUCKS. 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 COUDUIT 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 10' FROM THE DATA RACK. DISTANCES LESS THAN 10' WILL NOT REQUIRE CONDUIT. ALL TELEPHONE/NETWORK CABLING IS THE SCOPE OF WORK OF THE TELEPHONE/NETWORK CABLING VENDOR. POS 1 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 DELIVER 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 CONNECTORS FROM ALL DESIGNED AND FUTURE CASH REGISTER 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" (51 MM) (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. 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 MANGER TO INSTALL FIRE ALARM PANEL AND/OR MONITORING SERVICE AS REQUIRED. LEED 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 C UC S C CC E C 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. 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. I. 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. WIRELESS NETWORK NOTES CABLING FOR INTERNET SERVICE SHALL BE FURNISHED AND INSTALLED BY THE VENDOR FOR FIBER OR BRAODBAND CONNECTIONS. T1 AND ETHERNET EXTENSION CABLING IS PROVIDED BY THE STARBUCKS (TELEPHONE/ NETWORK) CABLING VENDOR. COORDINATE WITH STARBUCKS. MUSIC SYSTEM NOTES PROVIDE AND INSTALL A COMPLETE WIRING SYSTEM FOR ALL SPEAKERS. CONNECT ALL SPEAKERS TO THE OWNER PROVIDED MUSIC SYSTEM. MOUNT OWNER FURNISHED SPEAKERS WHERE SHOWN ON INTERIOR REFLECTED CEILING PLAND AND IN COORDINATION WITH ALL PLANS AND DETAILS. FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. GENERAL ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ELECTRICAL WORK AND SPECIFICATIONS WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS 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 SPECIFICATION SHEETS FOR ELECTRICAL SPECIFICATIONS 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 FURNISH AND INSTALL 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 SPECIFICATION AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL 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. LEED ALL WORK, MATERIALS AND EQUIPMENT SHALL MEET LEED REQUIREMENTS & CODE. IN CASE OF CONFLICT, THE HIGHER STANDARD SHALL APPLY. CONTROLS AND OPERATION COORDINATE INSTALLATION OF LIGHTING CONTROL PANEL (IF APPLICABLE) AND ENERGY MANAGEMENT SYSTEM (EMS) WITH ENERGY MANAGEMENT SYSTEM VENDOR. FURNISH AND INSTALL RACEWAYS WITH PULLSTRINGS AND JUNCTION BOXES TO SUPPORT VENDOR'S WORK. COORDINATE WITH VENDOR AND PLANS FOR DEVICE LOCATIONS. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. 700''Al. Pete Ro>e Way, ..,.e 460 Drwla`d..i..._...,nan v c OH 45203 Hr .ec; it Cai ;r 42 .. t0 Lice;�se. `00-T H Y C.' \may �.•.. LICF�:'QV��ri sc�.. A(o 6po,> � O 's 0 Op Revision Schedule Rev Date Description N0 N� L.L � w LO co = M Z) 0 LL J Cb L inJ J LLI Q 06 Z H r Q Q I— Q V UM LU o� a� O a �N w STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED ®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: ELECTRICAL NOTES SCALE: NTS SHEET: E-0001 0 CONDUIT FROM BU 11 0 fm Am A -A SECTION CUT 12" PVC 2" LONG TUBIN 90 DEGREE BELOW ELBOW FOR 12" PVC TUBING C 112" PVC 3" LONG TUBING I I !;EADWIRESLOT CR PREFAB IF ORDERED LOOP 8 STONE 1.5' 0ADE BY 5' LONG L PLAN VIEW DT SENSOR LOOP DETAIL J J SCALE: NTS FOR 1/2" PVC TUBING E* 1 01 ELECTRICAL SITE PLAN SCALE: 3/32" =1'-0" 0 KEY NOTES So CIRCUIT CONTROLLED THRU TIME CLOCK/CONTACTOR PYLONT% DIRECTIONAL SIGNS c �' FLE F66—S T TC 1"FOR UPLIGHT 3/4 TO' ( 8 DET L00 DOS WHIP X3 D B v MENU 1" POWER 6 TO 4 1" 1 POWER 1" PO EXTERIOR I INTERIOR BOH 1" KANEX, CAMERA, SPARE (3) 1" SPARES O THRU 9 FOOTER (2) 1" TO PATIO SEATING 8AREA DTE CONDUIT SCHEMATIC 7 % SCALE: NTS /CONTACTOR iam (a �'i.� a o 8 11 TO DATA i INTERIOR RACK _ DT POS —j I I DT PCs ELEC I AREA PANEL 3/4" TO TLOOP rJ DCB CONNECTIVITY DIAGRAM - New Store Construction Store G-22.16 foot io scale; 4 .. K Imo,..:.' l 1 wV 11 aiTA(*1 Sir* e a:OCrok1+v4 OWttut0l+ R fnxxa r OnO 64 akv* rq,t3 z 4. nte. a..rv�Aac 1 GC .r' wakoi*' IrVIA3f av lavr;wl gm lit* -INIEW, r 4. ricl,;tzitd u_.i a� ! •" ? Dr.R. i Swa))r*R zmvy x+ 1Tr1AYt 3'w i <r , bNA- : TA,R[y1•II+�tT1Q—N- RCi MCERZ-It-_ --rCR — j A eslaILDI[NG IP TCRIO DCB CONNECTIVITY DIAGRAM KEY NOTES OPROVIDE (1) 1" PVC CONDUIT FOR POWER CONNECTION TO STARBUCKS MONUMENT SIGNAGE. PROVIDE A WEATHERPROOF JUNCTION BOX WITH DISCONNECT SWITCH OPROVIDE (1)1" PVC CONDUIT FOR POWER CONNECTION TO PRE -MENU SIGN AND (1) 1" PVC CONDUIT WITH PULL STRING CONTINUOUS TO TELEPHONE BOARD FOR DATA CONNECTION PROVIDE WEATHERPROOF JUNCTION BOX WITH DISCONNECT SWITCH. OPROVIDE (1)1" PVC CONDUIT FOR FUTURE USE TO MENU SIGN AND TO PRE -MENU SIGN O4 PROVIDE (1)1" PVC CONDUIT FOR POWER CONNECTION TO MENU SIGN AND (1)1" PVC CONDUIT WITH PULL STRING CONTINUOUS TO TELEPHONE BOARD FOR DATA CONNECTION. PROVIDE WEATHERPROOF JUNCTION BOX WITH DISCONNECT SWITCH. OPROVIDE (2) 1" PVC CONDUITS FROM OCS/SPEAKER POST (AKA DOS/DCB) TO DRIVE-THRU WINDOW 6 PROVIDE (1) 1" PVC CONDUIT FROM OCS/SPEAKER POST (AKA DOS/DCB) TO ELECTRICAL PANEL PROVIDE WEATHERPROOF JUNCTION BOX WITH DISCONNECT SWITCH. PROVIDE (1)1" PVC CONDUIT FOR POWER OCONNECTION TO STARBUCKS DIRECTIONAL SIGNAGE. NOTE THAT UP TO THREE DIRECTIONAL SIGNS CAN BE SERVED BY A SINGLE CIRCUIT. ADDITIONAL SIGNS REQUIRE A NEW DEDICATED CIRCUIT AND CONDUIT PROVIDE A WEATHERPROOF JUNCTION BOX WITH DISCONNECT SWITCH. OPROVIDE (1) 3/4" PVC CONDUIT FOR EACH OF TWO TENANT -FURNISHED DETECTOR LOOP SETS IN COORDINATION WITH TENANT CONSTRUCTION MANAGER OPROVIDE (1) SPARE 1" PVC CONDUIT THRU FOUNDATION WALL OUT REAR OF BUILDING, CAPPED AND TERMINATED ABOVE CEILING. VERIFY LOCATION OF STUB UP WITH TENANTS REPRESENTATIVE PROVIDE (1)1" PVC CONDUIT TO CANOPY 10 UPLIGHT FROM ELECTRICAL PANEL 11 PROVIDE (1)1-1/2" CONDUIT FROM DATA RACK @ MANAGER WORKSTATION TO DRIVE-THRU BUMP 12 CIRCUIT SERVING THIS DEVICE SHALL BE CONTROLLED BY LIGHTING CONTROL SYSTEM. FURNISH AND INSTALL ALL CONDUIT, WIRE, CONNECTIONS, AND CONTACTORS NECESSARY TO ENSURE A FUNCTIONAL SYSTEM VIA THE LIGHTING CONTROL PANEL. REFER TO DETAILS SHEET E-5001 FOR ADDITIONAL INFORMATION. 13 PROVIDE (2)1" PVC CONDUIT TO PATIO AREA FROM ELECTRICAL PANEL ELECTRICAL SITE PLAN NOTES A. VERIFY FULL SCOPE OF WORK WITH LANDLORD WORK LETTER PRIOR TO BID, NO EXTRAS OR CHANGE ORDERS SHALL BE GIVEN FOR THE GCS FAILURE TO FULLY UNDERSTAND THE SCOPE. B. COORDINATE ALL CONDUIT ROUTING WITH ARCHITECTURAL AND CIVIL PLANS, AND OTHER TRADES. C. SIGN LOCATIONS ON THIS PLAN ARE FOR REFERENCE ONLY, ACTUAL LOCATIONS SHALL BE DETERMINED FROM THE ARCHITECTURAL AND CIVIL PLANS, AND THE CONSTRUCTION MANAGER. D. REFER TO POWER PLAN FOR PANELBOARD LOCATIONS. E. FOR ALL SIGN / MENU LOCATIONS, VERIFY ALL ELECTRICAL REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH -IN. PROVIDE CONDUCTORS AND OVERCURRENT PROTECTION FOR A COMPLETE INSTALLATION. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. 1N t, c R:man Cmdnnau CH 45203 r ha-0- Tee {513) 421-22s�) i-cenSe. Design Forum Engineering .c; ,lay. J'::i1e 46.'; r�o'hr Cina 0 203 Pr -'less W -- - 91: � s;-rd7-22I0 uLEnse' `0\\11 I I /////// 01 H 1' C LIC ^/O z i •`••. T SAATF OF � � `- IN Revision Schedule Rev Date I Description L.L W U') M M �I V � Z) 0 M J C/5 LU J_ w Q wwxx W 0 J = Z 1--0 � Q H Q (D� L U LU p = a� a �N W STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED ®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: ELECTRICAL SITE PLAN SCALE: NOTED SHEET: E-1001 L J SCALE: NTS DEVICE SCHEDULE DEVICE DESCRIPTION NEMA VOLTS NOTES QUANTITY ID 10014 MOBILE ORDER 5-15 120V 1 P 2W PROVIDE RECEPTACLE BELOW 1 PRINTER COUNTER 10075 CUP LABELER 5-15 120V 1 P 2W PROVIDE RECEPTACLE BELOW 3 COUNTER 10110 1-DOOR R-I 5-15 120V 1P 2W PROVIDE DEDICATED OUTLET ® 84" 1 REFRIGERATOR AFF 10179 SURFACE MTD 120V 1P 2W COORDINATE EXACT 2 HAND DRYER VOLTAGE/WIRING REQUIREMENTS WITH VENDOR AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. 10267 1-DOOR UC 5-15 120V 1P 2W PROVIDE RECEPTACLE ® 26" AFF 5 REFRIGERATOR 10312 SERVER STAND 5-15 120V 1 P 2W PROVIDE (1) QUADRAPLEX 2 RECEPTACLE BELOW COUNTER FOR EVERY (4) SERVER STANDS (MAX) 10480 ICE MACHINE 208V 2P 2W CONFIRM VOLTAGE CONFIGURATION 1 PRIOR TO ROUGH IN. CONFIRM NEMA CONFIGURATION OF RECEPTACLE OR INSTALL J-BOX AS REQUIRED. CONDENSER UNIT WIRING RUN FROM TERMINAL BLOCK IN INDOOR UNIT TO CONDENSER. 10746 DUAL BREWER 14-50 208/120V 2P 3W SEE DRAWING NOTE 1 10808 GRINDER 5-15 120V 1 P 2W PROVIDE RECEPTACLE BELOW 1 COUNTER 10874 INSTA-HOT 5-20 120V 1P 2W PROVIDE RECEPTACLE 26" AFF ON 3 DEDICATED GFCI PROTECTED CIRCUIT. O #10075 J B-18 #12618 B-17 O#12407 POWER PLAN SCALE: 1 /4" = V-0" DEVICE SCHEDULE DEVICE DESCRIPTION NEMA VOLTS NOTES QUANTITY ID 11083 2-DOOR R-I 5-15 120V 1P 2W PROVIDE OUTLET ® 84" AFF ON 1 REFRIGERATOR DEDICATED CIRCUIT 12407 TURBOCHEF 6-30 208/120V 2P 3W SEE DRAWING NOTE. 2 OVEN 12508 BLENDER 5-15 120V 1P 2W PROVIDE A DUPLEX FOR EACH 2 BLENDER ON DEDICATED CIRCUIT. MOUNT DUPLEX UNDER COUNTER. 12618 1-DOOR UC 5-15 120V 1 P 2W RECEPTACLE ® 26" AFF 1 REFRIGERATOR 12694 ESPRESSO 6-50 208/120V 2P 3W VERIFY FINAL CONNECTION 2 MACHINE REQUIREMENTS WITH EQUIPMENT M FGR 13682 2-DOOR R-I 5-20 120V 1 P 2W PROVIDE DEDICATED OUTLET ® 84" 2 FREEZER AFF 15186 SANITTZER 14-50R 208/120V 2P 3W 1 16238 FOOD CASE 208/120V 2P 3W PROVIDE HARDWIRED CONNECTIONS 1 FOR REFRIGERATION AND LIGHTING. ROUTE 3/4" CONDUIT WITH 2#12 AND 1#12 GROUND TO PANEL. 16623 DIGITAL SCALE 5-15 120V 1P 2W PROVIDE RECEPTACLE BELOW 1 COUNTER 17564 INSTA-HOT 5-20 120V 1P 2W PROVIDE RECEPTACLE 26" AFF ON 1 DEDICATED GFCI PROTECTED CIRCUIT. 17588 1-DOOR UC 5-15 120V 1P 2W PROVIDE RECEPTACLE ® 26" AFF 1 REFRIGERATOR 18076 NITRO 5-15 120V 1P 2W PROVIDE RECEPTACLE O 15" AFF 1 GENERATOR ELECTRICAL DESIGN PLAN NOTES A. REFER TO ELECTRICAL DETAIL SHEETS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ELECTRICAL DEVICES. B. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL VOLTAGE REQUIREMENTS ON ALL EQUIPMENT AND PROVIDING BUCK -BOOST TRANSFORMERS AS MAY BE NEEDED FOR CODE. ALL ARE NOT NECESSARILY INDICATED. C. ELECTRICAL CONTRACTOR SHALL COORDINATE WTH PLUMBING AND HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) CONTRACTORS FOR ANY ADDITIONAL EQUIPMENT NEEDING POWER. D. ALL FUTURE EQUIPMENT NEEDED HEREIN SHALL BE PROVIDED WITH AN APPROPRIATE RECEPTACLE AND FULLY WIRED. EVEN IF NOT SPECIFICALLY INDICATED. E. 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. F. EQUIPMENT REQUIRES CONNECTION TO THE BUILDING ELECTRICAL SYSTEM. FURNISH AND INSTALL ALL NECESSARY CONDUCT, WIRE, CONNECTIONS, RECEPTACLES AND OVERCURRENT PROTECTION NECESSARY TO ENSURE THE EQUIPMENT FUNCTIONS PROPERLY AND COMPLIES WITH ALL APPLICABLE LOCAL AND NATIONAL CODES. COORDINATE EQUIPMENT REQUIREMENTS WITH MANUFACTURER CUT SHEET PRIOR TO ROUGH -IN. G. ALL BACK BAR AND FRONT BAR J-BOXES AND OUTLETS SHALL BE SURFACE MOUNTED. PROVIDE CONDUITS AS NEEDED AND ONE (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. H. REFERENCE LANDLORD WORK LETTER FOR DIVISION OF ELECTRICAL SCOPE OF WORK AND COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER. KEY NOTES ODUAL BREWER: PROVIDE NEMA 14-50R RECEPTACLE, HUBBELL HBL9450A SERIES OR EQUAL MOUNTED AT 48" AFF AND INSTALL NECESSARY CONDUIT, WIRE AND CONNECTIONS BACK TO SERVING PANEL. PROVIDE NEMA 14-50P ANGLED PLUG AND CORD, HUBBELL HBL9452C SERIES OR EQUAL, OESPRESSO MACHINE: PROVIDE NEMA 6-50R RECEPTACLE, HUBBELL9367 SERIES OR EQUAL MOUNTED AT 30" AFF AND INSTALL NECESSARY CONDUIT, WIRE AND CONNECTIONS BACK TO SERVING PANEL. PROVIDE NEMA 6-50P ANGLED PLUG, HUBBELL HBL9368 SERIES OR EQUAL. OWARMING OVEN: PROVIDE NEMA 6-30R RECEPTACLE MOUNTED AT 26" AFF AND INSTALL NECESSARY CONDUIT, WIRE AND CONNECTIONS BACK TO SERVING PANEL. OCUP LABELER OR MOBILE ORDER PRINTER: PROVIDE BACKBOX FOR DATA OUTLET MOUNTED AT 26" AFF. ROUTE 3/4" CONDUIT FROM BACKBOX TO DATA RACK NEAR MANAGER'S WORK STATION. LABEL CONDUIT FOR DATA CABLING AND PROVIDE PULL STRING FROM END TO END. 5 FLOOR POWER/DATA: SEE PENETRATION PLAN FOR EXACT DIMENSIONING OR LOCATION. OPROVIDE RECEPTACLE FOR RINSE SINK MOUNTED AT 26" AFF. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE. OALARM KEYPAD AND EMERGENCY CALL PHONE: MOUNT AT 54" AFF. ROUTE CONDUIT IN WALL FROM J-BOX AND STUB ABOVE CEILING. OALL BACK BOX 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. ODRIVE THRU AIR CURTAIN: PROVIDE HARD WIRED CONNECTION TO FACTORY INSTALLED DISCONNECT SWITCH; FIELD VERIFY MOCP IS 40A; NOTIFY ENGINEER IF MOCP IS ANYTHING OTHER THAN 40A. 10 WATER FILTER SYSTEM: PROVIDE GFCI RECEPTACLE MOUNTED AT 60" AFF IF G APPLICABLE. 11 GENERAL PURPOSE RECEPTACLE INSTALLED ABOVE COUNTER. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE. 12 POS: FURNISH AND INSTALL DOUBLE -DUPLEX MOUNTED AT 18" AFF PROVIDE DEDICATED GROUND WIRE BACK TO SERVING PANEL. INSTALL (1) J-BOX FOR DATA OUTLET AND (1) J-BOX FOR PHONE OUTLET MOUNTED AT 18" AFF. SEE DETAILS ON E-5001. 13 PROVIDE 4-SQUARE J-BOX FOR "STROBE LOCATION J-BOX". SEE DETAIL ON E-5001. GRECEPTACLE MOUNTED AT 80" AFF FOR ELECTRIC RELEASE DRIVE THRU WINDOW. COORDINATE EXACT LOCATION WITH OWNER'S REPRESENTATIVE. GDRIVE THRU AUTOMATIC SLIDER WINDOW: PROVIDE (1) CONDUIT AND J-BOX VITH 120V, 20A BRANCH CIRCUIT. SEE MANUFACTURER'S SPECIFICATIONS FOR FURTHER REQUIREMENTS. SSHOW WINDOW RECEP. LOCATE 16" FROM FACE OF WINDOW. 17 RECEPTACLES AND DATA MOUNTED BEHIND MENU BOARDS FOR FUTURE DIGITAL MENU BOARDS. PROVIDE BACKBOX FOR DATA OUTLET. ROUTE 3/4" CONDUIT FROM BACKBOX TO DATA RACK NEAR MANAGER'S WORK STATION. LABEL CONDUIT FOR DATA CABLING AND PROVIDE PULL STRINGS FROM END TO END. SEE 1-203 FORE MENU BOARD LOCATIONS. 18 WATER HEATER: PROVIDE 120V CONTROL POWER CONNECTION. 19 DATA OUTLET FOR FUTURE USE: PROVIDE BACKBOX FOR DATA OUTLET G MOUNTED AT 26" AFF. ROUTE 3/4" CONDUIT FROM BACKBOX TO DATA RACK NEAR MANAGER'S WORK STATION. LABEL CONDUIT FOR DATA CABLING AND PROVIDE PULL STRING FROM END TO END. 20 RECEPTACLE FOR UNDER COUNTER POWER STRIP. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. '0011 P, .0 �c € .y Y, �,.i t � q.t::() '%cri?ica j.ciF-+:h;ran Cirv, OP. 45203 .o-, e ir, :Ira• III I \\\\\o SOT H Y C //��i�i L) BOA, DA 20118 Revision Schedule Rev Date I Descriotion 0 N ry N� L.L W � M M rI V � 0 0 J m -J LULU 06 0 J J = Q Z F— r 00 Q I— Q LU CO LU C K a O M o� LU N STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: ELECTRICAL DESIGN PLAN SCALE: NOTED SHEET: E-1101 LIGHTING FIXTURE SCHEDULE ' L' DESIGN QUANTITY DESCRIPTION RESP. ID 11517 3 EMERGENCY EXIT LIGHT — BLACK SB 11611 2 EMERGENCY EXIT LIGHT — WHITE SB 11649 2 EMERGENCY LIGHT DOUBLE —WHITE SB 14410 3 LED STRIP — 3W/LF SB REFER TO ARCHITECTURAL SCHEDULE FOR QUANTITIES AND LENGTHS 15057 6 TROFFER — LED RECESSED — 24X481N — SB 60OX1200MM — WHITE — 390OLM 15077 10 CAN — RECESSED HOUSING LED — 41N SB 100MM — NEW CEILING 15081 10 CAN — RECESSED TRIM ADJUSTABLE WITH SB LED ENGINE — 41N 100MM — BLACK — 60OLM NFL 16593 2 SCONCE - LED RESTROOM VANITY SB TUBULAR - OPAL GLASS AND BRUSHED NICKEL TRACK SCHEDULE MODEL LAMP MAX DESIGN QUANTITY DESCRIPTION RESPP, MODEL LAMP MAX WATTS ID WATTS JUNO INCLUDED W/FIXTURE 5 12946 2 TRACK — WITH CONNECTORS — 4FT SB—GC TRACK: (1) JUNO R48L 0 #NXPC3RBL — BLACK END FEED CONN: (1) JUNO R38BL JUNO INCLUDED W/FIXTURE 5 12947 2 TRACK — WITH CONNECTORS — 8FT SB TRACK: (2) JUNO R4BL 0 #NXPC3GWH — BLACK END FEED CONN: (1) JUNO R38BL MINI CONNECTOR: (1) JUNO R23BL JUNO INCLUDED W/ FIXTURE 10 12948 7 TRACK — WITH CONNECTORS — SB TRACK: (4) JUNO R4BL 0 #N1 WHHO 16FT — BLACK END FEED CONN: (1) JUNO R38BL MINI CONNECTOR: (3) JUNO R23BL ADJUSTABLE CONN: (1) JUNO R20BL NON #4024 83+ 27K—LE PROVIDE FIXTURE WITH PLASTIC SHIELD LED TAPE STRIP 3 INDY #S2X4BL-3935U—WH3 INTEGRATED LED 40 12949 3 TRACK — WITH CONNECTORS — 12FT — BLACK SB TRACK: (3) JUNO R4BL END FEED CONN: (1) JUNO R38BL MINI CONNECTOR: (2) JUNO R23BL 0 JUNO N/A ADJUSTABLE CONN: (1) JUNO ALEDG4-6-1 R20BL JUNO INTEGRAL LED 12 12955 60 TRACK FIXTURE OPEM FLARE — SB JUNO #R551BL (1) 7W 14516 PAR20 7 #440LEDG4-27K-6—BL 3.51N — BLACK TIR-2—NFL 12958 13 TRACK FIXTURE OPEM FLARE — 51N — BLACK SB JUNO #RxxBL (1) 7W 14673 PAR30 7 DOLAN HOSPITALITY (1) LED 20LM 2700K 10 #400290 (INCLUDED) 15058 3 TRACK — WITH CONNECTORS — 6FT SB TRACK: (2) JUNO R6BL 0 — BLACK END FEED CONN: (1) JUNO R38BL MINI CONNECTOR: (1) JUNO R23BL LAMP SCHEDULE RESPONSIBILITY LEGEND DESIGN QUANTITY DESCRIPTION RESP. MODEL SB STARBUCKS ID GC GENERAL CONTRACTOR 14516 60 7W LED PAR20 BLACK SB GE LIGHTING #99643 LED7DP20BB/827/20 VD VENDOR 14673 13 LED PAR 30 850LM SB GE LIGHTING 2700K NFL — BLACK #39608 LL LANDLORD LED12DP302BB/827/35 Q 8 (d) A-34 (7) (3) L 12955 (3) L 14516 L 12947 (10) (10) (16) L 12955 (16) L 14516 (2) L 12948 (2) L 12949 L 12946 L 15058 (3) L 12958 (3) L 14673 A-13 _ 10 LIGHTING DESIGN PLAN 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. F. REFER TO POWER PLAN FOR PANELBOARD LOCATIONS. G. ALL EMERGENCY AND EXIT DISCHARGE LIGHTING SHALL BE CONNECTED TO CIRCUIT INDICATED, AHEAD OF ANY SWITCHING. KEY NOTES OELECTRICAL CONTRACTOR TO VERIFY THAT A WEATHERPROOF SWITCH IS PROVIDED BY THE SIGN COMPANY. IF NOT ONE MUST BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. OELECTRICAL CONTRACTOR TO PROVIDE DIRECT ACCESSIBLE POWER FOR ALL ELECTRICAL SIGNAGE WITHIN 6-0" OF THE SIGN LOCATION PROVIDE CONDUIT AND STUB THRU WALL, J-BOX AND ANY REQUIRED O.C.P. OSWITCH BANK LOCATION: SEE CONTROL ZONE DETAIL ON THIS SHEET. SWITCHES SHALL SERVE AS LOCAL OFF SWITCH. OLED LIGHT STRIP MOUNTED TO BOTTOM SIDE OF SHELVES AND COUNTER: REFER TO ARCHITECTURAL DETAILS FOR ADDITIONAL MOUNTING INFORMATION. OPROVIDE 2A CURRENT LIMITING DEVICE (CLD) #RCLF1IBL-TCL2BL. CIRCUIT ALL 5 INDICATED SECTIONS OF TRACK VIA THIS CLD. OPROVIDE 3A CURRENT LIMITING DEVICE (CLD) #RCLF11BL-TCL3BL. CIRCUIT ALL 6 INDICATED SECTIONS OF TRACK VIA THIS CLD. OOCCUPANCY SENSOR SHALL CONTROL LIGHTS IN ROOM. oEXISTING EXTERIOR LIGHTING PROVIDED BY OWNER UNDER SEPARATE 8 CONTRACT AND REPLACED WITH SPECIFICATION INDICATED: MODIFY EXISTING CIRCUITING, FOR BUILDING MOUNTED LIGHTING CONNECTED TO STARBUCK'S PANEL, TO ROUTE THROUGH NEW LIGHTING CONTACTOR (SEE LIGHTING CONTROL DIAGRAM ON E-6001). PROVIDE (2) NEW SCONCES SHOWN AND CONNECT TO SAME CIRCUIT. CONTROL ZONE SCHEDULE a - BACK BAR/PREP AREA b - BACK BAR ACCENT LIGHTS a b T d- DECORATIVE LIGHTS $c e - BACK OF HOUSE DAYLIGHT $e $d $f T - 2HRMAX TIM D OVERRIDE ZONES c AND f TO BE CONTROLLED BY APPROVED DIMMING SWITCH LIGHTING SWITCHBANK DETAIL STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES Design Forum Engineering 0 qT � • � �QF f � Revision Schedule Rev Date Description �0 L.L N� L.L W � L0 = M 0 LL 0 w 06 LU J_ J = Q z It-Q 0 J Q ry I- p I— (D >- LU M LU O = W a� a �N STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE. - ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED DAP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: LIGHTING DESIGN PLAN I SCALE: NOTED I SHEET: E-1102 DATA DEVICE SCHEDULE - "A" DESIGN ID I COUNT DESCRIPTION RESP. COMMENTS AUDIO VISUAL 10005 1 MUSIC SYSTEM SB-GC 10010 1 DT ORDER MONITOR SB-GC 10012 1 DT COMMUNICATION SYSTEM SB-GC 10017 3 SPEAKER SURFACE MOUNTED SB-GC INTERIOR: BLACK; VERIFY PLACEMENT PER RCP & ELEVATIONS 10076 1 AMPLIFIER - 141N 355MM SB-GC 12336 1 DT TIMER SYSTEM SB-GC 14676 1 DT POS MONITOR ARM DOUBLE SURFACE MOUNTED SB-GC DATA 10000 2 PHONE 1 LINE SB-GC 10002 1 COMPUTER MANAGER WORKSTATION SB-GC 10007 1 PRINTER MANAGER WORKSTATION SB-GC 10011 1 1 1EQUIPMENT RACK - 6FT 183CM SB-GC 10019 1 1 IWIDE AREA NETWORK HARDWARE SB-GC POINT OF SALE 10008 2 POS - REGISTER WITH COMPACT CASH DRAWER SB-GC 10014 4 POS PRINTER SB-GC 10022 1 MONEY COUNTER SB-GC 10029 6 POS BANK SB-GC 10075 5 CUP LABELER SB-GC 14677 1 POS - DT TENDERING REGISTER SB-GC 14678 1 POS - DT EXPEDITOR SB-GC SECURITY 10004 1 ALARM SYSTEM SB-GC 10024 1 SAFE LH - 20X18X26IN 51 OX455X660 M M SB-GC 1SB-GC 10028 1 SAFE BASE 'z ti s >€ I C , 7iTW,tY: AAA A& O 2 1 10075 LOW VOLTAGE PLAN 1 SCALE: 1 /4" = V-0" 0 (2) RESPONSIBILITY LEGEND SB-GC FURNISHED BY STARBUCKS - INSTALLED BY GENERAL CONTRACTOR SB-SB FURNISHED BY STARBUCKS - INSTALLED BY STARBUCKS GC -GC FURNISHED BY GENERAL CONTRACTOR - INSTALLED BY GENERAL CONTRACTOR LL-LL FURNISHED BY LANDLORD - INSTALLED BY LANDLORD NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. ELECTRICAL SYMBOLS LEGEND V TELEPHONE 0 DATA TO THERMOSTAT ® CARBON MONOXIDE MONITOR Q JUNCTION BOX s Tg' ELECTRICAL DESIGN PLAN NOTES A. FURNISH AND INSTALL 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 CODE. ALL ARE NOT NECASSARILY 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. FURNISH AND INSTALL 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. 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. STUB -UP POWER, DATA, AND PHONE CONDUITS 6" AFF IN THIS LOCATION. ROUTE POWER CONDUCTORS IN FLEXIBLE METAL CONDUIT TIGHT TO WALL FROM RECEPTACLES TO NEARBY RIGID STUB -UP AND BACK TO SERVING POWER PANEL. ROUTE DATA AND PHONE CONDUITS UNDER FLOOR BACK TO DATA RACK NEAR MANAGER'S 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. KEY NOTES OSAFE: PROVIDE RECEPTACLE ON DEDICATED CIRCUIT, ADJACENT TO RECEPTACLE, PROVIDE J-BOX FOR SECURITY ALARM JACK AND ROUTE CONDUIT BACK TO SECURITY PANEL J-BOX. REFER TO MANAGER'S DESK DETAIL AND POS DETAIL ON E-5001 FOR ADDITIONAL INFORMATION. OPOS: PROVIDE RECEPTACLE ON DEDICATED CIRCUIT. ADJACENT TO RECEPTACLE, PROVIDE J-BOXES FOR TELEPHONE AND DATA. ROUTE G R'S DESK REFER TO MANAG R'S DESK STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES \o\ IIIIt/////`\� a: 06 . OF i /'��///►III1��\'�l 2 Zp CONDUITS) BACK TO MANA E E DETAIL AND POS DETAIL ON E-5001 FOR ADDITIONAL INFORMATION. Revision Schedule Rev Date Description OSTUB UP POWER, DATA PHONE AND/OR SECURITY CONDUITS 6" AFF TO SERVE NEARBY DEVICES IN THIS LOCATION. ROUTE POWER CONDUCTORS IN FLEXIBLE METAL CONDUIT CONCEALED OR TIGHT -TO -WALL FROM RECEPTACLES TO NEARBY RIGID STUB UP AND BACK TO SERVING POWER PANEL. ROUTE 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. OCUP LABELER AND/OR MOBILE ORDER PRINTER: PROVIDE RECEPTACLE AND N�N ADJACENT DATA BACKBOX AT SAME MOUNTING HEIGHT - COORDINATE L.L LOCATION AND MOUNTING HEIGHT WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH IN. ROUTE 3/4" CONDUIT FROM BACKBOX TO DATA RACK NEAR MANAGER'S WORKSTATION. W O DT POS AND EXPEDITER TILL MONITOR: PROVIDE DOUBLE DUPLEX LO RECEPTACLE ON DEDICATED CIRCUIT. ADJACENT TO RECEPTACLE, PROVIDE J-BOX FOR DATA. ROUTE CONDUIT BACK TO MANAGER'S DESK. _ (o REFER TO MANAGER'S DESK DETAIL AND DRIVE-THRU POS DETAIL ON E-5001 11 J FOR ADDITIONAL INFORMATION. �.J Q ODT EXPEDITER MONITOR: PROVIDE DOUBLE DUPLEX RECEPTACLE. ADJACENT TO RECEPTACLE, PROVIDE J-BOX FOR DATA. ROUTE CONDUIT BACK TO MANAGER'S DESK. REFER TO MANAGER'S DESK DETAIL AND w m J DRIVE-THRU POS DETAIL ON E-5001 FOR ADDITIONAL INFORMATION. ,max J Q W Q J ODT TIMER CONTROL UNIT AND MONITOR: PROVIDE DOUBLE DUPLEX Z Q Q RECEPTACLE. ADJACENT TO RECEPTACLE, PROVIDE J-BOX FOR DATA. ( ROUTE CONDUIT BACK TO MANAGER'S DESK. REFER TO MANAGER'S DESK U O U DETAIL AND DRIVE-THRU POS DETAIL ON E-5001 FOR ADDITIONAL w LU INFORMATION. Q Q W a O d ~ INO DT TIMER SIGNAL PROCESSOR: PROVIDE DUPLEX RECEPTACLE. ADJACENT TO RECEPTACLE, PROVIDE J-BOX FOR DATA. ROUTE CONDUIT BACK TO MANAGER'S DESK. REFER TO MANAGER'S DESK DETAIL AND DRIVE-THRU STORE #: 56350 POS DETAIL ON E-5001 FOR ADDITIONAL INFORMATION. PROJECT #: 81186-001 OWIRELESS HEADSET BASE STATION: PROVIDE DUPLEX RECEPTACLE. ADJACENT TO RECEPTACLE, PROVIDE J-BOX FOR DATA. ROUTE CONDUIT CONCEPT: BACK TO MANAGER'S DESK. REFER TO MANAGER'S DESK DETAIL AND PALETTE: DRIVE-THRU POS DETAIL ON E-5001 FOR ADDITIONAL INFORMATION. ISSUE DATE: 06/22/18 10 DATA OUTLET FOR FUTURE USE: PROVIDE BACKBOX MOUNTED AT 26" AFF. ROUTE 3/4" CONDUIT FROM BACKBOX TO DATA RACK NEAR MANAGER'S PROGRAM MANAGER: ROMINA VIGNOLO WORK STATION. LABEL CONDUIT FOR DATA CABLING AND PROVIDE PULL LEED ®AP: STRING FROM END TO END. PRODUCTION DESIGNER: MICHAEL B. SARKA GCARBON MONOXIDE DETECTOR AND THERMOSTATS FOR ROOF TOP HVAC CHECKED BY: MELISSA MCCAUGHEY UNITS: COORDINATE INSTALLATION AND CONNECTION WITH MECHANICAL CONTRACTOR. COORDINATE LOCATION(S) WITH OWNER'S REPRESENTATIVE. VERIFY LOCATIONS/CONNECTIONS PRIOR TO SHEET TITLE: INSTALLATION. ELECTRICAL LOW 12 DATA OUTLET FOR RACK MOUNTED EQUIPMENT: REFER TO MANAGER'S VOLTAGE PLAN DESK DETAIL ON E-5001 FOR ADDITIONAL INFORMATION. SCALE: NOTED 0DATA OUTLET FOR WATER FILLING STATION: PROVIDE BACKBOX MOUNTED 0 AT 42" AFF. ROUTE 3/4" CONDUIT FROM BACKBOX TO DATA RACK NEAR SHEET: MANAGER'S WORK STATION. E-1103 DUPLEX RECEPTACLE FOR DRIVE THRU TIMER SIGNAL PROCESSOR B-60 DATA OUTLET DRIVE THRU WIRELESS HEADSET BASE STATION DRIVE THRU TIMER CONTROL UNIT DRIVE THRU TIMER MONITOR DATA OUTLET )OUBLE DUPLEX RECEPTACLE FOR DRIVE THRU TIMER CONTROL UNIT B-48 DRIVE THRU EXPEDITOR MONITOR DRIVE THRU BUMP BAR DT REGISTER DOUBLE MONITOR ARM RECEIPT PRINTER CASH DRAWERS (TYP) POS BANKS (TYP) DATA OUTLET DUPLEX RECEPTACLE FOR DT R & EXPEDITER TILL MONITOR B-31 TWO 9V BATTERIES IN SERIES RED BLAC t ED BATTERY+ .ED BATTERY - ED•BATTERY+ s ED BATTERY DRIVE-THRU POS DETAIL 1 scale NONE SCHEMATIC BLA RED FACTORY WIRING SCE STUD 8191638 STARBUCKS ENCLOSURE CHARACTERISTICS INCOMING BRANCH CIRCUIT PROTECTION REQUIREMENTS 120V AC SINGLE PHASE/20 AMP/12 AWG INDIVIDUAL COMPONENT GENERAL INFORMATION 1. ENCLOSURE: UL 508A LISTED TYPE 4 2. HIGH VOLTAGE SIDE DISCONNECT SWITCH: UL 98/ON FUSEABLE/600V/30 AMPS L1: TECH POWER/SUPPLEMENTAL PROTECTION 120V/20 AMP/ UL1077 L2: LIGHTING/SUPPLEMENTAL PROTECTION 120V/20 AMP/UL1077 3. LOW VOLTAGE SIDE AUDIO/VIDEO/DATA 4. INTERNAL LIGHT LED: HIGH OUTPUT LED/WHITE/IP68 POWER SUPPLY: 2 9V BATTERIES IN SERIES 5. TERMINAL BLOCKS: UL1059 ASSEMBLY RATING UL508A LISTED ENCLOSED INDUSTRIAL CONTROL PANEL VV rGROU"D DRIVE-THRU DCB SCHEMATIC Scale: NONE SCHEMATIC hUtl`IAULt rUFt i HEADSET BASE STATION SECURITY CONTROL PANEL EMS DATA CONCENTRATOR LET AT 84" (2130MM) AFF WIRELESS MODEM AT 84" R TILL MONITOR (2130 MM) A.F.F. STARBUCKS VENDOR TO DETERMINE OPTIMAL DEVICE LOCATION. SHELVING 'LET MUSIC PLAYER AMPLIFIER (FURNISHED BY )UPLEX RECEPTACLE FOR OWNER, INSTALLED WITH RU TIMER MONITOR SPEAKER SYSTEM BY GC) ON 14" (355 MM) DEEP SHELF 'LET DUPLEX RECEPTACLE FOR )UPLEX RECEPTACLE FOR MUSIC SYSTEM AT 60" RU EXPEDITER MONITOR (1525MM) A.F.F. B-22 R TILL MONITOR DUPLEX RECEPTACLE FOR WORKSTATION AT 36" (915MM) AFF B-22 DEDICATED DUPLEX RECEPTACLE FOR WORKSTATION AT 36" (915MM) AFF ECEPTACLES B-24 'TACLE FOR FUTURE (B-8 ) 1-LINE PHONE 'TACLE FOR REFRIGERATOR (B-8 ) CASH SCALE 'LET QUAD RECEPTACLE AT 12" )UPLEX RECEPTACLE FOR FUTURE (300MM) AFF FOR PC, PRINTER, PHONE AND HPC B-10 DOR REFRIGERATOR QUAD RECEPTACLE AT 12" (300MM) AFF FOR LAPTOP, CASH SCALE AND FUTURE B-22 TO MANAGER'S DESK 1" EMT CONDUIT FOR ALL SECURITY DATA CABLES BETWEEN FRONT OF HOUSE AND ALARM PANELS J-BOX FOR STROBE LIGHT - STEM MOUNT 6" BELOW CEILING J-BOX FOR EMERGENCY CALL J-BOX FOR ALARP - MOUNT AT 54" A QUAD RECEPTACLE FOR S, SECURITY AND LABEI B- DATA OUTLET F DEDICATED DUPI RECEPTACLE FOR I B— (PROVIDED BY ST JUNCTION BOX FOR PH( MANAGER'S DESK DETAIL 2 scale NONE SCHEMATIC V EMT CONDUIT FOR ALL SECURITY DATA CABLES BETWEEN FRONT OF HOUSE AND ALARM PANELS 5 ale: NOPOS DETAIL scNE SCHEMATIC 4" SQUARE BOX WITH 1" CONDUIT STUB -UP FOR SECURITY CABLING. INSTALL BEHIND FRONT COUNTER POS MONITOR (TYP OF 2) CUP LABELER PHONE POS BANK (TYP OF 4) RECEPTACLES FOR SCALES, CHECK VALIDATION AND CASH DRAWERS B-35 SAFE DATA OUTLET FOR POS AND CUP LABELER i vrru�nnvvnnviJB-UPS. SEE PENETRATION PLAN FOR FINAL LOCATION (3) 4" 0 SLEEVES FOR LOW VOLTAGE CABLE BUNDLES MOUNTED TO (2) UNISTRUTS 84" W X 90" H (2130 MM X 2285 MM) MIN. 5/8" FIRE RATED PLYWOOD BACKER BOARD FOR SECURE ATTACHMENT OF DATA RACK, SHELF, WIFI & ELECTRICAL DEVICES. % RACK L MOUNT, OPEN FRAME GE PROTECTOR HUB AND MODEM JRITY MONITOR D RECEPTACLE FOR EMS k CONCENTRATOR AND JRE USE AT 60" (1525MM) AFF 28 JRITY RECORDER ON SHELF RT DATA FOR EMS DATA CENTRATOR AT 60" iMM) AFF CATED DUPLEX EPTACLE FOR UPS AT 1525MM) AFF 30 ITER RT DATA OUTLET 2" (300MM) AFF FUTURE USE RT DATA OUTLET Al 12" (300MM) AFF FOR PC AND PRINTER Lem NEW 2-sets of (4)-#3,#1/0 GRD. EACH IN 2-1/2" CONC" "T (TYP OF 2) FIN15HED FLOOR RENAME EXISTING PANEL TO "A" EAST140 lO (2) 5ET5 OF 2-1/2" GONDUITS WITH 4 - #3/0 GU. IN EACH. EXLST Wa O *1/0 CU. GROUND. 5EE 6ROUNDIN6 DETAIL ON THIS SHEET. �3 EXISTNG UTLirY WTEKW0 TO KEM K EX6174 t O4 THO 5ET5 OF 2-1/2" GONDUITS HITH 4 #3/0 CU., 1 #3 E.6. IN EACH. EXf5n1iFx SERVK.E. D5CONNEGT TO KEW/JN ® EXLSTm UrLITY TKxqsFoKwK COw mT-E PRD a EASTM UTLR-Y TO KEMM EXISTNEt TV5S. 0457746 ®PHOTOCELL (120V) MOUNTED ON ROOF FAGIN6 NORTH. f0 EASTNEz CONTRACTOIz TO BE DEMOLLSHED II EXISTm TIMECLOCK r-oK EXTEKm LIGHTTIC-t. DEMOLISH AND EXTEND E)157146 C 1ZCUI rS THROUErH NEW LJCTHT 46 CONTROL SYSTEM INTERIOR I/I EXTERIOR PANEL �) 0 3 RISER DIAGRAM scale: NONE AVAILABLE FART CURRENT AT THE TRANSFORMER 15 LE55 THAN 42,000 AMPS T STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. 700 N Ps.19 ?use Way, Suite 460 aanekl F :. 0H 45203 Arcti ect ei t5? 3; 42 1-22; Design Forum Engineering 700 'J Petc- Rne .S uitc 4650 Tim thy t ria ?;n l i Yn;ir1(�ati, OH 45203 's".J'essinri3t Fry inear Te; 513? 42 -2210 Ucense, Hy ' No 620/�8 r �0 -n ' S TgTF pFf 4- l Eh10 1 .Y Revision Schedule Rev Date Description N0 0. >/ 0. T_ LLJ L0 M = M V U) m J LLJ W J_ a06 o J= J zT_ ¢ Q� H O I— (D i— LU CO p o 0 � w a� a �N STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED DAP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: ELECTRICAL DETAILS SCALE: NTS SHEET: E-5001 BOH LIGHTING EF-1 CKT N CKT VENSTAR LCP C-1 1 C)FAN SPEED CONTROL INTERIOR Az SWITCH IF NEEDED. BOH O EF-1 Qi RELAY REQUIRED (R8222 OR SIMILAR), C)MOTOR RATED RELAY CONTACTOR. Exhaust Fan Control Wiring Diagram scale: NTS EQUIPMENT CONTROL PAC (ECP) MOUNTED INSIDE HVAC SYSTEM o❑ ° 0 o � 44.�� uppooU 9➢. ,pllp .. ECP POWER & HVAC CONTROL WIRING SURVEYOR RS-485 COMM 0 CONNECT 5 EQUIPMENT HEALTH SENSORS AND 1 REMOTE SENSOR THERMOSTAT COMMUNICATION AND POWER WIRING SURVEYOR 17 O 0 REMOTE SENSOR IN CONDITIONED AREA USE SINGLE SENSOR PER EXP/HVAC SYSTEM PICK SENSOR TYPE BY LOCATION RS410 WALL MOUNT RS410 WALL MOUNT U 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. O O 0 � 0 PHOTOCELL MOUNTED OUTDOORS, TYPICALLY ON ONE HVAC MOTION DETECTORS 1 OR MORE AS NEEDED SURVEYOR (TYPICALLY 2 REQUIRED) RS-485 COMM Till 1— O o 0 0o aFo o O O LIGHTING CONTROL BOARD LIGHTING CONTROL PANEL BUILT IN CONTACTORS CONNECT TO LIGHTING CIRCUITS PER ZONES ON ELECTRICAL PLANS 00 00 00ID 00ID 00ID 00 ait 00 00 00 0 00 00 [U-04 00 00 00 C-1 C-2 C-3 C-4 C-5 C-6 INTERIOR INTERIOR EXTERIOR EXTERIOR DRIVE SPARE BOH SALES SIGN LIGHTS THRU Venstar EMS - Full Lightinq Control Venstar EMS - Full Lighting Control - HVAC Controls Scale: 6" = V-0" DATA CONCENTRATOR POWER SUPPLY DATA CONCENTRATOR SURVEYOR SURVEYOR RS-485 COMM CONNECT TO ALL DEVICES HOME -RUN WHEN POSSIBLE CAT-5 ETHERNET CABLE CONNECTED TO NETWORK ROUTER. Venstar EMS - Full Lightinq Control - Data Concentrator (OPTIONAL) RS420 DROP DOWN CONNECT ETHERNET CABLE TO LAN PORT #37 ON ROUTER IN DATA RACK 2 4 B 7 Eff Eff C) 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. OPTIONAL SURVEYOR EMS COMPONENTS VENSTAR PART SBUX ITEM # 011029483 DESCRIPTION LIGHTING CONTROL PANEL LCP401 DC400 011029485 DATA CONCENTRATOR OTS400 011029487 OUTDOOR TEMPERATURE SENSOR ECP400 011029489 EQUIPMENT CONTROL PAC CT414 011029490 COMMUNICATING THERMOSTAT SP400 011029491 SENSOR PAC RS410 011029492 WALL MOUNT REMOTE SENSOR RS420 011050767 NARROW DROP DOWN SENSOR MD400 011029497 ADDITIONAL MOTION DETECTOR DATA CONCENTRATOR SURVEYOR ETHERNET TO NETWORK ECP THERMOSTAT ® ® 8 RVEYOR 0 REMOTE SENSOR ECP L� QUANTITY 1 1 1 1 PER HVAC 1 PER HVAC 1 PER HVAC 1 PER FOH HVAC 1 PER BOH HVAC AS NEEDED FIRST HVAC SYSTEM. WALL MOUNT STYLE SENSOR SHOWN. SEE GENERAL NOTES 7 AND 8 FOR SENSOR MOUNTING LOCATION. SECOND HVAC SYSTEM. THERMOSTAT REPEAT AS NECESSARY. DROP DOWN STYLE SENSOR SHOWN. SEE GENERAL NOTES 7 AND 8 FOR SENSOR ®8 MOUNTING LOCATION. REMOTE MULTIPLE ECP'S MAY BE SENSOR COMBINED ON A SINGLE DC PORT WHEN MORE THAN 3 ECP'S ARE USED. SURVEYOR O 181 LIGHTING CONTROL PANEL MOTION \� 1 ORORS NEC SSSARY PHOTOCELL Venstar EMS - Full Lighting Control - Basic Low Voltage Wire Runs STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. 700 W. P>te 460 Dcna!d j.='e_kroRr Cincinnati, 01H 45203 �; r,hargs, leL (5131' 421-2210 L.Iren,86. Design Forum Engineering 700,Ai PeteRo , Ja _'.0 to 4F;0 pab rd nc Uir,c -Jo e4: i 421- 210 Lice! S-- \`\���\1111111/���� / 4106 �® l Op �i, p�q /p.. EN \\\� Revision Schedule Rev I Date Description 4` Ia N� L.L T_ Uj - Lid = CM LL 0 U)LU m J J_ LU Q 06 w 13 J J = Z H r 0 Q H Q V LLIM Uj o a� a �N W STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED ®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: GENERAL ELECTRICAL - EMS - FULL LIGHTING SCALE: As Indicated Scale: 6" = V-0" Scale: 6" = V-0" Scale: 6" = 1'-0" SHEET: E-5002 .. LIGHTING CONTROL NOTES: LIGHTING CONTROL BY VENSTAR EMS SYSTEM. SEE DETAILS ON E-5002 FOR VENSTAR EMS SYSTEM CONNECTION DETAILS. DT MENU BOARDS LIGHTING CONTROL DIAGRAM A ROOM Existing panel by LL MOUNTING SURFACE FED FROM UTILITY VOLTS 208Y/120V 3P 4W BUS AMPS 400 NEUTRAL 100% AIC Existing MAIN BKR 400 LUGS FEEDTHRU CKT # CIRCUIT DESCRIPTION A KVA LOAD B C CKT BKR CKT BKR A KVA LOAD B C CIRCUIT DESCRIPTION CKT # 1 ** RTU-1 12.2 90/3 60/3 6.84 ** RTU-2 2 3 12.2 1 6.84 4 5 12.2 1 1 1 6.84 6 7 DRIVE THRU WINDOW 0.36 20/1 1 20/1 0 ** RTU SERVICE RECEPTS (EXIST) 8 9 * ESPRESSO 3.25 40/2 20/1 0.26 *** LOGO SIGN 10 11 3.25 1 20/1 0.6 **/*** WALPAKS 12 13 *** WORDMARK SIGN 0.96 20/1 40/2 3.9 * SANITIZER 14 15 * INSTA-HOT 1.3 20/1 1 3.9 16 17 HAND DRYER 1.9 20/1 20/1 0.96 * U.C. REFRIGERATOR 18 19 * U.C. REFRIGERATOR 0.96 20/1 20/1 1.3 * INSTA-HOT 20 21 ICE MACINE, REMOTE CONDENSOR 2.44 30/2 20/1 0.18 WATER FILTER 22 23 2.44 1 20/1 0.72 SEATING CONVENIENCE RECEPT 24 25 * INSTA-HOT 1.3 20/1 20/1 0.54 * PATIO RECEP, SEATING 26 CONVENIENCE RECEPT 27 MENU BOARD RECEP 1.08 20/1 20/1 0.96 *** WORDMARK SIGN 28 29 * INSTA-HOT 1.3 20/1 20/1 0.338 *** BOH LIGHTING 30 31 CONVENIENCE RECEPT 0.18 20/1 20/1 0.39 *** BACK BAR LIGHTING 32 33 * WATER FILLING STATION 0.18 20/1 20/1 0.891 *** SALES/SEATING LIGHTING 34 35 ** DUCT SMOKES 0 20/1 20/2 0.5 **/*** SITE LIGHTING 36 37 ** TVSS(EXISTING) 0 20/3 1 0.5 38 39 0 1 20/2 0.5 **/*** SITE LIGHTING 40 41 0 0.5 42 4- 51.4 57.4 52.3 TOTAL CONNECTED KVA LUG LOAD: PANEL B 22 23.4 20.7 437 480 437 TOTAL CONNECTED AMPS LOAD TYPE CONN. KVA LIGHTING 8.67 LARGEST MOTOR 12.7 OTHER MOTORS 0.468 RECEPTACLES 15.5 NOTES: * PROVIDE GFCI TYPE CIRCUIT BREAKER/ ** Existing ***- CIRCUIT THROUGH NEW LTG CONTROLS DEMAND KVA LOAD TYPE CONN. KVA DEMAND KVA 10.8 (125%) CONTINUOUS 0 0 (125%) 3.18 (125%) HEATING 50 50 (100%) 0.468 (100%) NONCONTINUOUS 4.06 4,06 (100%) 12.8 (50%> 10) KITCHEN EQUIP 60.9 39.6 (65%) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA: 161 121 TOTAL BALANCED DEMAND AMPS: 336 Load to remain B ROOM New panel by Tenant MOUNTING SURFACE FED FROM A VOLTS 208Y/120V 3P 4W BUS AMPS 400 NEUTRAL 100% AIC Match Panel A MAIN BKR MLO LUGS STANDARD CKT # CIRCUIT DESCRIPTION A KVA LOAD B CKT C BKR CKT BKR A KVA LOAD B C CIRCUIT DESCRIPTION CKT # 1 * COUNTER RECEPT 0.18 20/1 20/2 1.25 SC BAKERY CASE 2 3 * COUNTER RECEPT 0.18 20/1 1.25 4 5 LIGHTING CONTROLS 0.25 20/1 20/1 1.9 1 HAND DRYER 6 7 * COUNTER RECEPT 0.18 20/1 20/1 0.5 FUTURE 8 9 * TURBOCHEF 3 30/2 20/1 0.36 WORKSTATION RECEPT 10 11 3 1 20/1 1.32 * GRINDER, * SCALE 12 13 * TURBOCHEF 3 30/2 40/2 2.5 DRIVE THRU AIR CURTAIN 14 15 3 1 1 2.5 16 17 * U.C. REFRIGERATOR 0.48 20/1 20/1 0.8 * CUP LABELER, MOP 18 19 *** SHOW WINDOW RECEP 0.72 20/1 20/1 0.18 * COUNTER RECEPT 20 21 * SERVER STAND 0.18 20/1 20/1 0.72 WORKSTATION CONV RECEPT 22 23 * BLENDER 1.2 20/1 20/1 0.18 WORK STATION DED RECEPT 24 25 * COUNTER RECEPT 0.18 20/1 20/1 0.78 *** DRIVE-THRU SIGN 26 27 * NITRO GENERATOR 0.69 20/1 20/1 0.36 EMS DATA CONCENTRATOR 28 29 SPARE 0 20/1 20/1 0.18 UPS RECEPT 30 31 * POS - DED. REC, * POS REC - 0.72 20/1 20/1 0.26 *** DRIVE-THRU SIGN 32 FUTURE 33 SPARE 0 20/1 20/1 0.26 *** DT MENU BOARD 34 35 * POS - DED. REC, * POS REC - MISC 0.9 20/1 20/1 0.26 DT DIGITAL ORDER SCREEN 36 EQUIPMENT 37 *ESPRESSO 3.25 40/2 20/1 0 SPARE 38 39 3.25 1 20/1 0 SPARE 40 41 * U.C. REFRIGERATOR 0.96 20/1 40/3 3 WATER HEATER 42 43 SPARE 0 20/1 1 3 44 45 SPARE 0 20/1 1 3 46 47 * SINGLE DOOR FREEZER 1.02 20/1 20/1 0.36 * D/T TIMER 48 49 * DOUBLE DOOR REFRIGERATOR 1.08 2011 20/1 0 SPARE 50 51 EF-1 0.468 20/1 20/1 0 SPARE 52 53 * DOUBLE DOOR FREEZER 1.3 20/1 20/1 1.2 * BLENDER 54 55 * DUAL BREWER 4.17 50/2 20/1 0 SPARE 56 57 4.17 1 20/1 0 SPARE 58 59 * DOUBLE DOOR FREEZER 1.3 20/1 20/1 1.08 * D/T COMMUNICATIONS, * D/T 60 TIMER 22 23.4 120.7 1 TOTAL CONNECTED KVA 1951 202 1173 1 TOTAL CONNECTED AMPS LOAD TYPE CONN. KVA LIGHTING 2.27 LARGEST MOTOR 0.468 OTHER MOTORS 0 RECEPTACLES 7.06 NOTES: * PROVIDE GFCI TYPE CIRCUIT BREAKER/ ** Existing ***- CIRCUIT THROUGH NEW LTG CONTROLS DEMAND KVA LOAD TYPE CONN. KVA DEMAND KVA 2.84 (125%) CONTINUOUS 0 0 (125%) 0.585 (125%) HEATING 14 14 (100%) 0 (100%) NONCONTINUOUS 2.16 2.16 (100%) 7.06 (50%>10) KITCHEN EQUIP 40.1 26 (65%) NONCOIN/DIVERSE 0 0 (N/A) TOTAL KVA: 66 52.7 TOTAL BALANCED DEMAND AMPS: 146 Load to remain GROUND FAULT PROTECTION NOTES: PROVIDE GFCI PROTECTION AS REQUIRED BY NEC 201.8. CIRCUITS REQUIRING GFCI PROTECTION IDENTIFIED WITH * ON PANEL SCHEDULES. ABOVE -COUNTER RECEPTACLES THAT ARE READILY ACCESSIBLE AND WITHIN REACH OF PARTNERS SHALL BE GFCI TYPE. BELOW -COUNTER RECEPTACLES, OR RECEPTACLES THAT ARE DIFFICULT TO REACH OR REQUIRE MOVING EQUIPMENT TO RESET, AND ARE NOT READILY ACCESSIBLE SHALL BE PROTECTED BY GFI CIRCUIT BREAKERS. WHERE THE AVAILABLE SHORT CIRCUIT CURRENT EXCEEDS 22,000 AMPS AT THE PANELBOARD, CONTACT CIRCUIT BREAKER MANUFACTURER AND PROVIDE GFCI TYPE CIRCUIT BREAKER THAT SERIES RATES WITH PANEL OVER CURRENT PROTECTION IF AVAILABLE. WHERE THE AVAILABLE SHORT CIRCUIT CURRENT EXCEEDS 22,000 AMPS AT THE PANELBOARD, AND GFCI BREAKERS ARE NOT AVAILABLE, PROVIDE DEAD -FRONT GFCIS (IN A READILY ACCESSIBLE LOCATION) TO SERVE RECEPTACLES THAT ARE NOT READILY ACCESSIBLE. STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. J Vi petc.ose Na ,..e 46'"i in it 0. 1 450+ Ar tecl r arge Tel . (5133 421-:-_ 1 C+ i_icense. Design Forum Engineering 700'.N Pete Hess; `Nay, Suite 46C, Timothy'.. ",-a)e._. , C:mc1 '. CPH 4.�2.p3 P o e s or ar 'Erlq, ae; Tel. i51?, 421 22111 Ucs se 0\\ 11 111//// \\ pT H Y t /// �\ �\%.................. L I No 620 0 1, v `'JUN 2 5 Revision Schedule Rev Date Description L.L W r � LO coco U- 0 m J J LU Q� W � J= z� QQ� 1- O I- (D L U Uj o = a� a�N W STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED ®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: PANELBOARD SCHEDULES SCALE: NTS SHEET: E-6001 4 . COMcheck Software Version 4.0.8.1 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: 2017 Florida Building Code; Energy Conservation Starbucks US 301 & Daughtry Alteration Construction Site: Owner/Agent: Designer/Contractor: Zephyrhills, FL Starbucks Coffee Company Tim Raberding 2401 Utah Ave South Design Forum Engineering Seattle, WA 98134 700 W. Pete Rose Way Ste 460 Cincinnati, OH 45203. 513-421-2210 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1-Common Space Types:Dining Area - Bar Lounge/Leisure 2500 1.07 2675 Total Allowed Watts = 2675 Proposed Interior Lighting Power A B C D E Fixture ID : Description 1 Lamp ✓ Wattage Per Lamp i Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Common Space Types:Dining Area - Bar Lounge/Leisure (2500 sq.ftj LED: 15081: LED Downlight: Other: 1 10 12 120 LED: 15057: LED Troffer: Other: 1 6 40 240 LED: 1693: LED Sconce: Other: 1 5 O 1 2 0 20 Track lighting: Track run 1: 3A CLD: Wattage based on current limiting device capacity 0 0 360 360 Track lighting: Track run 2: 2A CLD: Wattage based on current limiting device capacity 0 0 240 240 Track lighting: Track run 3: 2A CLD: Wattage based on current limiting device capacity 0 0 240 240 Track lighting: Track run 4: 3A CLD: Wattage based on current limiting device capacity 0 c9 e 9d P y 0 3 60 6 3.0 LED: 14410: LED tapelight 3w/ft: Other: 1 53 3 159 Total Proposed Watts = 1739 o + > Interior Lighting Compliance Statement atement Compliance Statement: The propose �t {! r I)'ghting alteration project represented m this docum7p.s-eccinCten building plans, specifications,�q{�t�k6k��ak/gh� ubmitt with this permit application. The stent with the lighting systems have been designee @y eP01� Fort jQtiildi Code, Energy Conservation req rem DMc eck'Version 4.0.8.1 and to comply with i p* blp.mdn &y,r > y re tints listed iP the Inspection C cklist. Name -Title ANV� C EN`SF` /r, Date * No 6207g - OF Ar, Project Title: Starbucks US \� Report date: 06/06/18 �' r; �� 1�tt1�1\\ Data filename: M: Star u ks Pro ect� � `i rP5 3b1 & D ' liter Rd 04 CDs ME 'b \ b c \ 'tf1! � ��\ au P 5 ux - 301 &Dau lit seek Page 1 of 5 1 g Y \ \ \ g ry 9 lmI ot �0F�. Furnished O&M instructions for s❑Complies Requirement will be met. C41k8.2:5, systems and equipment to the ❑Does Not I2 building owner or designated iF 1i'17P representative. ❑Not Observable ❑Not Applicable I C405.4.1 Interior installed lamp and fixture :DComplies See the Interior Lighting fixture schedule for values. j[FI1811 lighting power is consistent with what ❑Does Not is shown on the approved lighting plans, demonstrating proposed watts ❑Not Observable I are less than or equal to allowed '❑Not Applicable watts. i.. „._........... ___ . .___..._ , _ ._....-_ . _ , .. _.,_ - _ . __..__-- _ _ _ ......_. .. _....__._ ,..........._. _ _.,. _. .......__...._....... C4p8,.i, Furnished as -built drawings for ❑Complies Requirement will be met. 1 electric power systems within 90 days ;❑Does Not [Fit i13 of system acceptance. ❑Not Observable ! ❑Not Applicable C408.3 Lighting systems have been tested to :❑Complies Requirement will be met. 1[F13311 ensure proper calibration, adjustment, :❑Does Not programming, and operation. !❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) eCOMcheck Software Version 4.0.8.1 �(J Inspection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. iC405.6 Plans, specifications, and/or L1Complies Requirement will be met. l[PR17]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the electrical systems ❑Not Applicable and equipment and document where exceptions are claimed. Provisions are made for metering individual tenart units. Feeder connectors (for feeder ! and branch circuits) sized in i accordance with approved plans with maximum drop of 5% voltage drop total IC103.2 Plans, specifications, and/or ❑Complies Requirement will be met. ![PR411 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the interior lighting and electrical systems and equipment❑Not Applicable and document where exceptions to I the standard are claimed. Information 1 provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and u control devices. Additional Comments/Assumptions: 1 i High Impact (Tier 1) Medium Impact (Tier 2) k ;Low Impact (Tier 3) ----------- Project Title: Starbucks US 301 & D ht au Report date: 06/06/18 9 ry tip Data filename: M:\Starbucks\Projects\Florida\US 301 & Daughtery Rd\04 CDs\PME\Sbux - 301 & Daughtry.cck Page 2 of 5 Project Title: Starbucks US 301 & Daughtry Report date: 06/06/18 I Project Title: Starbucks US 301 & Daughtry Report date: 06/06/18 Data filename: M:\Starbucks\Projects\Florida\US 301 & Daughtery Rd\04 CDs\PME\Sbux - 301 & Daughtry.cck Page 4 of 5 € Data filename: M:\Starbucks\Projects\Florida\US 301 & Daughtery Rd\04 CDs\PME\Sbux 301 & Daughtry.cck Page 5 of 5 40 oil del � rw .,._ _...... w :. . ..... µ ....u.. IC405.2 1 Lighting controls installed to uniformly ;❑Complies Requirement will be met. i [EL1511 reduce the lighting load by at least ❑Does Not 50%. ❑Not Observable ! ! Applicable __-_____ iFC405.2,1 ............. ._ . Occupaocy sensors installed in ❑Complies Requirement will be met; [EL1811 required spaces. ❑Does Not ❑Not Observable 'Independent lighting ❑Not Applicable L, tw controls installed.❑Complies per approved lighting plans and all ❑Does Not Requirement will be met. 0, ;visible manuaI controls readily accessible and to occupants. ,❑Not Observable. ! i ❑Not Applicable I a * Automatic controls to shut off all building lighting installed ❑Complies ❑Does Requirement will be met. (� in all buildings. Not '❑Not Observable l I ❑Not Applicable i _.-- -__- _ _.. _ . _ Daylight zones provided with _-._ ._.__.__ ,___ ❑Compl(es _�_ — ---- ___—_ - _.._ _ _._ _ ..------- ------- — -------- f Exception, Requirement does not apply. ��z s individual controls that control the ❑Does Not lights independent of general area :❑Not Observable I i lighting. ❑Not Applicable i iC405.2.3, Primary sidelighted areas are []Complies Exception: Requirement does not apply. IC405.2.3. equipped with required lighting ❑Does Not (1, iC405.2.3. controls. "❑Not Observable. I I2 ❑Not Applicable I [EL2011 i `.._ _.__-_ !C405.2.3, - __..---... _....__ -------------' Enclosed spaces with daylight area .----__... ❑Complle5 :Exception: Requirement does not apply. 1C405.2.3. under skylights and rooftop monitors ,❑Does Not 11, are equipped with required lighting ❑Not Observable. I C405.2.3. 13 controls, ❑Not Applicable j i [EL2111 i ! C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met. [EL411 specific uses installed per approved ❑Does Not I I lighting plans. []Not Observable . ❑Not Applicable IC405.2.4 ;Additional interior lighting power ❑Complies Requirement will be met. l[EL811 allowed for special functions' per the iDlDoes 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. ! [EL611 face. ❑Does Not I ❑Not Observable i ❑Not Applicable . Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title Starbucks US 301 & Daughtry r J gh y Report date: 06/06/18 Data filename: M:\Starbucks\Projects\Florida\US 301 & Daughtery Rd\04 CDs\PME\Sbux - 301 & Daughtry.cck Page 3 of 5 I02011 STARBUCKS COFFEE COMPANY STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. Design Forum Architects Inc. 700 v1/ Pe,,e H e Way: Suite 46,01 c d w r Cincinna3 0H 45203 Achis t ,r„e a; (533, 42, 221v _ins .se: ■ Des �nForum J Engineering C 1 Poe J r ":suite 46:; ,math) L Pa Dr E rant OH (i ,51 ., _ 2210 I. , _.Se, OT H y 1//. 0. Z — Re \ IRev1 Date I "1111HWhbiiion 0 fy L.L � W LO = M 0 LL J J 0 � � Ed J_ w Q 06 0 J = z 1- � O q I- Q (D WM W o� O 0- U) O a r ti W N STORE #: 56350 PROJECT #: 81186-001 CONCEPT: PALETTE: ISSUE DATE: 06/22/18 PROGRAM MANAGER: ROMINA VIGNOLO LEED®AP: PRODUCTION DESIGNER: MICHAEL B. SARKA CHECKED BY: MELISSA MCCAUGHEY SHEET TITLE: COMCheck Certificate SCALE: NOTED 016 r SHEET: EN-0001 i F4 c c 0 EI 0 NI J IL cc 06 O cM U) �I U cc U) c a) 0 0 c ca 0 W Al i co O 77 O .ao N to N (O I� WOMEN'S - RESTROOM 4 5 8 10 11 11 12 13 14 17 20 RESTROOM VESTIBULE oom® RESTROOM 1314 17� • 4♦5♦t8 ♦miiD � u 'I in*D � ►i1� WORKROOM (STORAGE) 12 13 14 17 20 4 5 7 10 11 SCOPE OF WORK PLAN scale: 1 /4 - 1 -0 ......... 15 © ❑ ❑ _ - L------ J 3 LJ 0 0 CAFE/SEATING 1/0 (ASSEMBLY) IADA I ADA 2 6 7 8 9 10 11 12 13 14 mm. n 17II ` rl MM� RETAIL WE FE 1, "&!Z' �_, ICI ICI I _ � I 15 21 PATIO 0 21 SCOPE OF WORK SHEET NOTES 1. INSTALL ELECTRICAL PANEL AS INDICATED ON ELECTRICAL DRAWINGS. 2. INSTALL CASEWORK ITEMS AS INDICATED ON CASEWORK PLAN. 3. INSTALL CONDIMENT CART AS INDICATED ON CASEWORK PLAN. 4. INSTALL PLUMBING ITEMS AS INDICATED ON FF&E PLAN. 5. INSTALL EQUIPMENT AS INDICATED ON FF&E PLAN. 6. INSTALL MISCELLANEOUS DISPLAY ITEMS AS INDICATED ON FF&E PLAN. 7. INSTALL FURNITURE AS INDICATED ON FF&E PLAN. 8. PRIME AND PAINT CEILING OR SOFFIT AS INDICATED ON REFLECTED CEILING PLAN. 9. INSTALL GRAPHICS AS INDICATED ON INTERIOR ELEVATIONS. 10. INSTALL WALL FINISHES THROUGHOUT AS INDICATED ON INTERIOR ELEVATIONS AND WALL FINISH PLAN. 11. INSTALL FLOOR FINISHES AS INDICATED ON FLOOR FINISH PLAN. 12. INSTALL LIGHT FIXTURES AS INDICATED ON REFLECTED CEILING AND DIMENSIONED LIGHTING PLANS. 13. INSTALL CEILING FINISHES AS INDICATED ON REFLECTED CEILING AND DIMENSIONED CEILING PLANS. 14. PRIME AND PAINT WALLS AS INDICATED ON WALL FINISH PLAN AND INTERIOR ELEVATIONS. 15. EXISTING BUILDING SHELL BY LL. 16. INSTALL WALK -OFF MAT AS INDICATED ON FLOOR FINISH PLAN. 17. CONSTRUCT INTERIOR PARTITION WALLS AS INDICATED ON FLOOR PLAN. 18. INSTALL ESPRESSO BAR AS INDICATED ON CASEWORK PLAN 19. INSTALL ELECTRICAL OUTLETS AS INDICATED ON PENETRATION PLAN AND ELECTRICAL DRAWINGS. 20. INTERIOR CONCRETE SLAB BY GC. 21. EXISTING PATIO RAILING. 0 2' 4' 8' Scale: 1/4" = V-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 46203 Professional Engineer Tel:(513 421-2 Ucense:62078 f° - oR J RE 2 5 2018 AROU� � 303 0 w r= v LO D ._j M Q p LL 0 U) J U) � ,Amaxx W LU � J J_ = Z O Q Q w CM w _ I..L a a O tiN W STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: SCOPE OF WORK PLAN I SCALE: 1/4" = 1'-0" I SHEET NUMBER: APX-100 SCOPE OF WORK NOTES Landlord Work: • Landlord shall provide Tenant with a weekly construction status report Including weekly digital progress photos. Selective Demolition: • Tenant shall identify any real and personal property items to remain and be rotected prior to demolition. • Demolish, remove and legally discard of all prior tenant's improvements including, but not limited to hazardous substances, partitions, ceilings, floor coverings (including adhesive and grout), electrical conduit, plumbing, mechanical ductvvork and other fixtures and equipment. • Tenant reserves the right to identify real and personal property items to remain prior to demolition. Space shall be left in "broom clean" condition. Utility Service: • Design, permit and install distribution from the service point to a separate meter to a location designated by Tenant, clear of all drive thru components and in accordance with Starbucks MEP (Mechanical, Electrical and Plumbing) Guidelines and Tenant Criteria Specifications for Gas, Water and Electrical service. • Design, permit and install distribution from the sen/ice point to a location designated by Tenant, clear of all drive thru components and in accordance with Starbucks MEP Guidelines and Tenant Criteria Specifications for Data and Telephone service. Water Distribution: • Furnish and install one domestic water [DWI service sized per local code (minimum 1 1/2"), and a meter independently designated for Tenant's use, stubbed via copper piping into the Premises with shut off valve Water service pressure should be confirmed to be a minimum of 50 psi and no greater than 65 psi dynamic pressure at the location where the water sen/ice enters the project space. If service static pressure is over 65 psi, a pressure reducing valve is required to be installed by landlord. Note that code maximum into the building is 80 psi. If the pressure is under 50 psi at point of entrance to Starbucks space, a booster pump and surge tank is to be engineered, furnished, and installed by Landlord. • Furnish and install an approved, tested and certified backflow prevention assembly, if required by applicable codes, in a location identified on the landlord's construction documents. Landlord shall select backflow prevention assembly with a maximum water pressure drop of 15 psig at 50 gpm. • Extend the domestic water line from the meter or sub -meter and stub -up and cap the line to a location inside Tenant's Space. Location to be designated by Tenant. If permanent utdrty sen/rce IS not available at the Scheduled Delivery Date as defined in the lease, temporary service must be provided by Landlord. Permanent water service must be provided by no later than two (2) weeks into Tenant's construction in the space. Sanitary Sewerage: • Provide a min. 4" sanitary sewer waste line to the premises dedicated to the tenants use. The invert elevation at the furthest point of connection shall be a minimum depth of 27" below finished floor (ff) and maintain a minimum slope of "A" per lineal foot and shall be per local code and vent to a location designated by Tenant Site and Building Criteria Guidelines. Bldg. Electrical Distribution: • Provide a separately metered utility, including the current transformer [CT] block, meter base, distribution panel, meter, properly sized conduit and properly sized leadon wire from the utility service point to Tenant's main electrical service panel. Location of the switch gear shall be specified by the Tenant. • Service drop from the utility company location providing shall be a minimum of 400 amps up to 600 amps, dependent on load calculations, 120/208 volt 3 phase 4 wire power service connected to Tenant's main electrical panel. If only 120/240 Volt service is available, advise Tenant immediately and provide a minimum 600 Amp service. If permanent electrical service is not available at the Scheduled Delivery Date as defined in the lease, temporary sen/ice must be provided by Landlord. Temp power needs to be of adequate size for construction and a reasonable distance from the space. Permanent Electrical service must be provided by no later than two (2) weeks into Tenant's construction in the space. Bldg. Site Electrical Panels: • Furnish and install one (1) 'Square-D' or equal (with prior approval by Tenant) NEMAA PB1, Type 1, 400 Amp, 42 pole rated panel with lockable, hinged door -in- door construction for main feeder termination and HVAC start up. Panel shall include feed-thru lugs to serve downstream panels that will be installed by tenant. Panel shall be mounted flush with wall, in a location identified by the Tenant. Tenant will supply breakers. If required, landlord will need to supply any breakers associated to RTU start-up or code required lighting to complete shell certificate of completion. Site Patio: • Provide a minimum of 450 SF Outdoor Seating Area or of a mutually agreed upon size and dimension at a maximum slope of 1/4" per foot with the finish to be colored paver type or stamped concrete, sealed, color TBD. Provide perimeter landscaping and patio railing throughout. • If required by the local jurisdiction, Landlord shall also obtain an outdoor seating permit. • Provide a recessed, lockable hose bib adjacent to the patio area per Tenant Criteria. Hose bib should be piped and left 12" below roof deck in tenant's space for connection by tenant. • Provide adequate separation and barriers from vehicular traffic per Tenant Criteria, including but not limited to, a railing to enclose the patio seating area as approved by Tenant,and wheel stops at all parking spaces adjacent to the sidewalk and patio. • Provide lighting and electrical outlets to the exterior patio per Tenant Criteria. Site Paving And Stirping: • Landlord shall construct all paving on the premises outside the building area per jurisdictionally approved Civil Engineering plans. • Landlord shall provide parking lot striping including accessible stalls, pedestrian access markings, tenant spec drive thru striping and wheel stops at all parking spaces adjacent to Tenants sidewalk and/or patio. • In locations where parking lots and striping already exist, Landlord shall reconfigure parking lot traffic flow as necessary to accommodate Tenant access.Slab: Site Sidewalk And Curb: • Landlord shall provide and install all curbs and sidewalks including site perimeter curbs and sidewalks. Sidewalks are to slope away from all points of building entry. • All curbs and gutters are to be formed concrete. Extruded asphalt or extruded concrete curbs and gutters may not be used. • Sidewalks and curbs shall be provided per jurisdictionally approved engineering plans. Slab: • Landlord is to provide a 6" ribbon pour type slab with dowels to tie into future tenant slab around the perimeter walls to support the required wall framing. Tenant will be responsible for remaining slab pour. • Space to be provided with clean, compacted fill 4" below proposed finish floor elevation. Building Gypsum Wall Board: • Provide demised and all perimeter walls insulated to meet energy and code requirements, 6" framed and finished to level 4 finish from floor to underside of roof deck with 5/8" minimum gypsum wall board (GWB) per Tenant Criteria. Demising walls to be fire rated if required by local jurisdiction. • Seal around joists and all penetrations airtight, with properly rated fire stopping materials, as required. • r Tenant's eitificate ofOccupancy,Landlord shall c the assembly b finishing the As required by Local Jurisdiction to secure e C complete y y g opposite side of the demising wall from the Tenant's space. • All CMU walls must be framed -out, insulated, and GWB finished in accordance with Tenant Criteria Specifications. • Coordinate the installation of GWB with Tenant wall rough in. Roof: • Provide all necessary penetrations, curbs, sleepers, condenser mounting supports, goosenecks andlor pads to accommodate rooftop mechanical equipment per Tenant Criteria Specifications. • Provide flashed roof penetrations for all Tenants venting requirements per Tenant Criteria Specifications. • Roof insulation type to be rigid on top of roof or rigid type boards with paintable surface if under roof deck to meet all applicable codes, including energy R value. Bldg. Storefront Doors & Widows: • Provide exterior doors, windows and hardware in accordance with Tenant Criteria • Storefront glazing is to be clear, non -tinted, non -reflective, safety rated, impact- resistant, with double glazed and low-e with U-value complying with the appropriate climatic zone in the International Energy Conservation Code (ICC) or per local Jurisdictional requirements, whichever is greater. lw C LO cM O 0 T_ O to N CO Bldg Rear Service Door and Hardware: • Furnish and install up to (2) commercial grade 42" x 84" Exterior Hollow Metal rear sen/ice doors including threshold, weather stripping, door sweep and drip edge in accordance with Tenant Criteria. This will include a second means of egress, if required by code. • Furnish and install door hardware including alarmed panic hardware, door closure system, 180 degree peep hole and removable lock core per Tenant's Rear Door Hardware Specifications called out in the Tenant Criteria. Fire Alarm: • If required by applicable codes for Tenant's use: Permit, furnish and install building monitoring and fire protection alarm system based on Tenant's construction documents. The system shall include audible alarms, visual strobes, duct smoke and heat detectors and pull stations per all applicable codes. Any and all modification to base building design as required to coordinate with Tenant's construction documents shall be at the expense of the Landlord and shall be accomplished in accordance with Tenant's opening schedule. • Provide all tie-ins to building smoke detectors, flow switch valve, and duct smoke/heat detectors. The system must be programmed and functional. • Central station moni for ing, if required, shall be provided by Landlord. • Provide all coordination, testing and inspections for a fully functional fire alarm system able to obtain Tenant's permanent Certificate of Occupancy and to meet Tenant's opening schedule. Fire Protection: • If required by applicable codes for Tenant's use: Engineer, furnish and install a 4" fire main within Tenant space accessible to Premises via a main line connection, including sprinkler coverage (drops and heads) distributed throughout Premises per local fire code requirement and coordinated with tenant construction drawings. The sprinkler system must include flow and tamper devices, fire alarm system disconnects and back flow prevention as required by agencies having jurisdiction. The system must be pressure tested, fully operational, inspected and approved by any local agencies having jurisdiction. • The sprinkler system must include flow and tamper devices, fire alarm system disconnects and back flow prevention as required by agencies having jurisdiction. • System must be pressure tested, fully operational, inspected and approved by local agencies having jurisdiction. • 3Adhere to Starbucks Plumping Design Guidelines, B. Piping Systems, 2. Fire Suppression and follow NFPA 13: Standard for the Installation of Sprinkler Systems. Plumbing Fixtures & Equipment: • Provide recessed, lockable exterior hose bib(s) per Starbucks Tenant Criteria • If hose bib(s) are dedicated to Tenant, Landlord shall run water usage through Tenants water meter. • Furnish and install a NEW grease interceptodgrease trap sized at a minimum of 1250 gallons (or larger if required by jurisdictional waterlwaste management board) and located per Tenant's construction documents. Bldg. HVAC System: • Furnish and install NEW HVAC System including HVAC Unit(s), plenum drops, all electrical connections, electrical disconnects, condensate piping, gas connections (if applicable) and temporary thermostats/HVAC controls in accordance with Starbucks Mechanical drawings for this project. • Furnish no less than one (1) ton mechanical cooling capacity per 125SF of mechanical cooling capacity with accordance with Starbucks mechanical drawings for this project. • Structural support for the HVAC System shall be provided in accordance with tenant site and building • design and permitting. HVAC Unit(s) shall be tested and operable. Coordinate initial mechanical start-up per manufacturer's recommendation and provide Tenant with validation/documentation of Mechanical start-up as needed to support Tenant's Commissioning requirements. • A minimum one year manufacturer's warranty shall be supplied and transferred to Tenant at Punch and Delivery of Possession to Tenant. • Provide appropriate re air and maintenance documentation including but not limited to units specifications, P 9 P . operations manual, and equipment serial numbers. Bldg. HVAC System: • Furnish and install HVAC RTU's drop plenums when units are set. Tenant will be responsible for HVAC duct work throughout space. • Landlord is to provide all HVAC duct smoke/heat detectors and test stations per all applicable codes. • Furnish and install motorized dampers per Starbucks mechanical drawings for this project. • Furnish and install all restroom exhaust fans and curbs per Starbucks Mechanical Design Guidelines and Tenant Criteria Specification. • Property seal around any and all penetrations, including but not limited to, roof or exterior wall penetrations. Bldg. Exterior And Site Lighting: • Furnish and install pole lights in the parking lot and at site ingress and egress to provide a minimum lighting level of 1.5 foot candles at grade. • Furnish and install a security light, consisting of a compact fluorescent or metal halide lamping sufficient to provide a minimum of 5000 lumens or higher or per local code requirement at exterior rear door at a minimum dimension 10' above finished floor [AFF] and controlled in Tenant's space. • Furnish and install exterior lighting fixtures to provide even illumination, with no dark areas, and light levels per Starbucks Electrical Design Guidelines and code requirements. • Any exterior building lighting dedicated to Tenant occupancy shall require conduit and wire to be terminated at the tenants electrical panel and to be controlled within the interior Tenant space. • Furnish and install any emergency or pathway exterior lighting as required by code. Telephone System: • Landlord to initiate installation of telephone facilities with Local Exchange Carrier (LEC) or telephone sen/ice provider. Tenant to determine data provider at a later date; if required by the Lease Tenant will notify Landlord of provider. • Tenant may install such tenant improvements, fixtures, finishes, communications and intemet services infrastructure in or about the Premises as Tenant deems necessary or desirable. • Provide one conduit pathway for telephone wiring and one conduit for broadband cabling from property line to demarcation pointlMPOE AND one conduit pathway for telephone wiring and one conduit for broadband cabling from demarcation lMPOE to Tenant's space. Terminate conduit in Tenant's space at the ceiling above the Manager's Workstation in the Back of House, or as otherwise designated by Tenant. • Utilize minimum 2" conduit, or size per requirements of the local sen/ice providers. Provide labeled, end to end pull strings in all conduits. Refer to Tenant's Tenant Criteria Specifications. Trash Enclosure: • Provide a 20' x 12' trash enclosure to accommodate a 4 cubic yard trash container and a 4 cubic yard single stream (newspaper, cardboard, plastic, aluminium, and glass) recycling container for Starbucks dedicated use. If tenant is required to share trash removal or recycling containers with other tenants, landlord will be responsible for service and maintenance of dumpsters. Shared containers size shall be increased for multiple tenants use and serviced accordingly to handle Tenant's trash and single stream recycling requirements. Provide enough clearance in the enclosure for the waste removal vehicles to safely pick-up and replace containers to limit damage to the enclosure. • The trash enclosure shall be physically located on the site no greater than 300 feet from the entrance to PY Y Tenant's premises in a location depicted on the site plan and mutually agreed upon by Tenant and Landlord. The pathway to the enclosure and the enclosure shall be well lit. The enclosure shall be sited to provide proper access and clearance for waste removal vehicles including a 90 degree turning radius. • Provide a hose bib accessible to the trash enclosure per Tenant Criteria. Irrigation Systems: • Furnish and install a separately metered irrigation system, including a back -flow prevention device that is designed to maximize delivery of water to planted areas and minimize run-off. • Cover drip irrigation systems with two inches (2") of mulch. • Landscaping controls shall be set to run at optimal times of the day to minimize evaporation loss and business disruption. Broadcast systems should not be run during Tenant's normal business hours. DT - Site Electric Distribution: • Furnish and install all underground electrical conduits, labeled with pull strings, from the electrical panels location to the following exterior drive-thru equipment or as noted on the Tenant Criteria Specifications: 1) One (1) 1 " conduit to pre -order menu board to electrical panels 2) One (1) 1" conduit from the menu board to electrical panels. 3) One (1) 1" conduit from OCS/speaker board to the electrical panels 4) Two (2) 1" conduits from OCS/speaker board to the interior of the drive thru bump -out. 5) One (1) 1" conduit for the detector loop from the OSC/Speaker board to the interior of the drive thru bump -out. 6) One (1) 1" conduit for the detector loop from center of the drive thru window to the interior of the drive thru bump -out. 7) One (1) 1" conduit from all directional signs to electrical panels (Note: up to 3 directional signs can be served by a single circuit. Additional signs shall be provided with a new dedicated circuit and conduit. 8) One ( 1) 1" conduit from Tenant's dedicated monument/pylon sign to electrical panel. 9) Two(2) 1" conduits to be run through foundation wall to front of building to the patio for outlets on the patio seating area Verify locations for stub up with Tenant's representative. 10)Three (3) spare 1" conduits to be ran through foundation wall out rear of building, all conduits to be terminated above ceiling. Verify locations for stub up with Tenant's representative.. DT — component Footing: • Furnish and install concrete footings and anchor bolts per Tenant's construction documents for the following items: • 1) Pre -Menu Board • 2) Order Menu Board • 3) Order Confirmation System (OCS) Canopy or Speaker Post • 4) Directional Signage • 5) Clearance Bar • 6) Tenant's Monument Sign and/or Pylon Sign • 7) Tenant's drive-thru electrical sub -panel (aka digital control box), as applicable • 8) Protection bollards • Landlord shall coordinate this work with Tenant and Tenant's Signage vendor. Tenant and Tenant's signage vendor will provide footing engineering with permit drawings, footing locations and anchor bolt patterns to Landlord. • Provide a drive-thru lane constructed of 6" thick stained black, reinforced concrete (6x6 10/10 WWF). The width of the pad shall be the width of the drive-thru lane or no less than 12' wide and the length shall extend from preview menu board to far end of drive thru window bump -out. • Furnish and install 6" diameter steel pipe bollards, filled with concrete, painted and located per Tenant's construction documents. DT — Drive-Thru Window: • Utilizing Tenant's approved vendor and pricing, furnish and install the drive-thru service window, transoms and sidelights, exterior shelf and electrical services, per manufactures specifications, and Tenant Criteria. . • Height of service window sill must be 36" above internal finished floor and 42" above the exterior drive-thru lane surface. Drive-Thru Awnings And Canopies: Furnish and Install an exterior awningor canopy above the drive-thru window at py a minimum (10') clear above the drive lane, with a (5') projection from the building per Starbucks Tenant Criteria Specifications. Bldg. LEED Certified Building: • If Landlord constructs, or has constructed, a LEED certified building, Tenant requests that Landlord provide certification documentation to Tenant, per Starbucks.LEED Program Document. • Tenant plans to use this documentation, in conjunction with Tenants own LEED documentation, in support of Tenant's Volume Build LEED Certification Program with the US Green Building Council. Site Landscaping: • Provide Landscaping with drip irrigation or drought tolerant and/or native vegetation surrounding the tenants space and throughout the drive thru area as appropriate for the specific region per Tenant's site plan Criteria. • Design should minimize rain and irrigation run-off. Conserve and utilize any existing plants/soil I material as appropriate. • Provide a mixture of trees, shrubs and ground cover to retain soil moisture and mitigate solar heat gain without blocking visual access to prominent store windows, entrance, Tenant signage, and directional signage. • Provide an appropriate amount of topsoil to planting areas to ensure optimum plant health. • Provide a minimum of two inches (2") of mulch over planting beds to hide drip irrigation system, retain soil moisture and minimize weed growth. • Stake trees for the first year until established. Remove stakes after one year to ensure proper root development. • All planters should have proper drainage and automated irrigation as necessary. LEED EXHIBIT: Use a white TPO roof. Provided landscaping utilizes native plants that can survive without much irrigation after the first year of establishment. Use drip irrigation system instead of sprinklers. • Starbucks Coffee Company will need to coordinate with HVAC subcontractor during the commissioning process to ensure that the systems are installed and functioning correctly. • Starbucks Coffee Company will require an appropriate dumpster space for recycling. This is critical for the MRp1 recycling prerequisite. • Landlord needs to make sure that the exposed ceiling and concrete floor are good enough to finish floors in order to take advantage of the Building Re Use credits MRC 1.2/1/13. • The HVAC units provided will meet the minimum outdoor air requirements in EQp1. (Appropriate calculation tools to be provided). Essentially, provide a system that meets the requirements of ASHRAE 62.1.2004 or at least provides 10 CFM per every 35 square feet. • Provides canopies over every window. • Bicycle Commuting - Please confirm bike rack location and installation as part of the site upgrade. • Outdoor Air Delivery Monitoring - we need to confirm the Outside Air Ventilation. The rule of thumb is based on ASH RAE 62.1.2004, 10 CFM for each 35 square feet. SHEET NOTES 1. GENERAL CONTRACTOR SHALL VISIT THE SITE, REVIEW THE BUILDING SHELL DRAWINGS AS SUBMITTED BY THE LANDLORD OR STARBUCKS SITE SURVEYOR AND BECOME THOROUGHLY FAMILIAR WITH THE SITE CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. 2. GENERAL CONTRACTOR SHALL CONSULT WITH STARBUCKS CONSTRUCTION MANAGER TO RESOLVE ANY CHANGES, OMISSIONS OR PLAN DISCREPANCIES PRIOR TO BIDDING OR CONSTRUCTION. 3. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. 4. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES. 5. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM POINT. DO NOT SCALE DRAWINGS. 6. GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS, OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF THE WORK. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS FOR FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION OF SUCH SYSTEMS 8. GENERAL CONTRACTOR SHALL RETAIN ONE SET OF THE PLANS TO NOTE AND DOCUMENT ALL CHANGES DURING CONSTRUCTION. THIS SET SHALL BE A PART OF THE GENERAL CONTRACTOR'S "STORE CLOSE-OUT PACKAGE" AS DESCRIBED IN THE CONSTRUCTION MANAGEMENT AGREEMENT. 9. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY OF MATERIALS FROM STARBUCKS CONTRACTED THIRD PARTY LOGISTICS DISTRIBUTION SERVICES AND VENDOR DIRECT SHIPMENTS. REFER TO CONSTRUCTION MANAGEMENT AGREEMENT FOR METHODS AND LEAD TIMES. 10. RESPONSIBILITY FOR SUPPLY AND DELIVERY OF MATERIALS AND EQUIPMENT IS IDENTIFIED IN THE DRAWING SCHEDULE SHEETS UNDER THE COLUMN LABELED "RESPONSIBILITY". 11. FOR THE PURPOSE OF THE DOCUMENTS, TO "INSTALL", SHALL MEAN TO PROVIDE ALL FASTENERS, MISCELLANEOUS HARDWARE, BLOCKING ELECTRICAL CONNECTIONS, PLUMBING CONNECTIONS, AND OTHER ITEMS REQUIRED FOR A COMPLETE AND OPERATION INSTALLATION, UNLESS OTHERWISE NOTED. 12. ALL ITEM SUBSTITUTIONS MUST BE APPROVED BY THE STARBUCKS DESIGN MANAGER. 13. REFER TO ITEM CUTSHEETS FOR ADDITIONAL INFORMATION. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Il Tel: (513) 421-2210 Lcense: AR0017303 I Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-24L'��Ucense: 62078 Pr P��. _ --RN 2 5 2018 pL� E y 9 Vw'ARC 9'1303 N0 I..L LL.. W v Lid D th J Q Q LL 0 U) cn J < w J J = Z H O Q I— Q w M w r = a a O ti LL1 N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: SCOPE OF WORK NOTES SCALE: NO SCALE SHEET NUMBER: APX-100.1 Z c c cc 0 EI o NI J LL z Q) CIO 06 0 M NI U 2 U) C 0 U 0 0 c c 0 E N Cn X ►1 LO 0 0 0 N LO N SITE SCHEDULE - "Y" DESIGN ID I COUNT DESCRIPTION FURN. BY INST. BY COMMENTS EXTERIOR MENU 14116 1 MENU BOARD - DT DIGITAL ORDER SCREEN - FLAT BLACK MT0028 SB VD SEE DETAIL: 1/APX-102 14119 1 MENU BOARD - DT 5 PANEL FREESTANDING - 108X651N 2745X1650MM - FLAT BLACK MT0028 SB VD SEE DETAIL: 1/APX-103 14120 1 MENU BOARD - DT PRE MENU FREESTANDING - 36X651N 915X1650MM - FLAT BLACK MT0028 SB VD SEE DETAIL: 4/APX-103 15700 1 MENU BOARD - DT DIGITAL ORDER SCREEN CONTROLBOX SB VD SEE DETAIL: 1/APX-102 OTHER 10042 2 BIKE RACK HOOP EXIST EXIST SEE DETAIL: 10/APX-104 10163 1 DT WINDOW SHELF - 561N OBSIDIAN PAPERSTONE EXIST EXIST SEE DETAIL: 7/APX-103 14095 1 DT WAYFINDING GRAPHIC EXIT ARROW - WHITE EXIST EXIST SEE DETAIL: 8/APX-104 14101 1 DT WAYFINDING GRAPHIC ENTRY ARROW - GREEN EXIST EXIST SEE DETAIL: 9/APX-104 14163 1 DT ORDER POINT CANOPY FREESTANDING - FLAT BLACK MT0028 SB VD SEE DETAIL: 2/APX-103.1 14323 5 DT WAYFINDING GRAPHIC DIRECTIONAL DOUBLE ARROW - GREEN EXIST EXIST REFERENCE PAINT P936 FOR SPECIFICATIONS 14324 10 DT WAYFINDING GRAPHIC DIRECTIONAL DOUBLE ARROW- WHITE EXIST EXIST REFERENCE PAINT P935 FOR SPECIFICATIONS X2101 4 CIRCULAR BOLLARD - 6" DIA EXIST EXIST SEE DETAIL: 1 /APX-1 04 X2102 1 EXTERIOR PATIO RAILING EXIST EXIST SEE DETAIL:2/APX-105 UMBRELLA 12147 4 UMBRELLA - BASE FOR CANOPY - BLACK MT0028 SB GC 17876 4 UMBRELLA - WITHOUT VALANCE - 6FT 183CM - GREEN CANVAS F0056 SB GC LJ 3 Y 14104 PX-10 , O L - Li O 0 12 Y 14323 6 O Y 14324 7 OPARKING O ,O EQ. LT- 0" EQ. EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS SIGNAGE - DISK 13164 1 SIGN - DISK SF ILLUMINATED FLUSH SB VD MOUNTED EVOLVED - 601N 1525MM SIGNAGE - DRIVE THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN SB VD SEE DETAIL: 2/APX-102.1 ILLUMINATED ARROW SERIES - 461N 1170MM 14099 1 SIGN - DRIVE THRU ILLUMINATED ARROW SB VD SERIES FLUSH MOUNTED - RH - 481N 1220MM 14104 3 SIGN - DT DIRECTIONAL ILLUMINATED SB VD SEE DETAIL: 2/APX-102 ARROW SERIES WITH LOGO - 461N 1170MM 14106 1 SIGN - DT CLEARANCE BAR ARROW SERIES SB VD SEE DETAIL: 2/APX-102 FREESTANDING g SIGNAGE - WORDMARK 11394 2 SIGN - INLINE ILLUMINATED FLUSH MOUNTED - 161N 405MM �SB �VD DAUGHTERY ROAD 0 PARKING O 11 TYP. 12 ,0 6 Y 14323 co 80 12 d 07 Y 14324 �P ( —00 1 6 Y 14323 - X-101 1 APX-202 2 �P 2 O-------------------- —-------------------1---- OY 14324 ---------- PX-10 Y 14324 7 Y ' J ' D_ Y 14323 6 ' EQ. T - 0" EQ. I L I 8 O EQ� EQI -�, L I APX-20 I +P:X-202 „f STARBUCKS COFFEE 2500 SQ FT 7 Y 14324 L , z Y EQ. CT - 0' � EQ.If � o ua. ----------------------- ------ ------ -----------� Y 14323 6 -------------------- — C� C� --- Y 14324 7 LU �� Y 14324 q-aN6 Y 14324 7 1 S 14104 1 w w 12 X-102 1 OLO -_J ARCHITECTURAL SITE PLAN Scale: 1/16" = 1'-0" 11 1 TYP. ARBOR RIDGE DRIVE PX-201 ARCHITECTURAL SITE PLAN NOTES SHEET NOTES A. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SIGNAGE 1. SIGNAGE VENDOR TO INSTALL FREESTANDING, LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ILLUMINATED DRIVE-THRU DIRECTIONAL SIGNAGE. ELECTRICAL REQUIREMENTS. ALL BUILDING SIGNAGE BY EXISTING CONCRETE FOOTING AND CONDUIT. SIGNAGE VENDOR UNDER SEPARATE PERMIT. SEE DETAIL 4/APX-104. B. LANDSCAPING BY LANDLORD. LANDLORD TO BE PROVIDED 2. EXISTING CROSSWALK STRIPING. PER ZONING CODE AND LEED REQUIREMENTS. 3. EXISTING TRASH ENCLOSURE WITH CONCRETE PAD. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS 4. EXISTING SIDEWALK. COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL 5. EXISTING ADA RAMP AND TRUNCATED DOME. REQUIREMENTS. 6. EXISTING ENTER PAVEMENT DOUBLE ARROW -GREEN. D. LANDLORD IS RESPONSIBLE FOR PROVIDING SITE WORK, SEE DETAIL: 7/APX-104. INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKS 7. EXISTING EXIT PAVEMENT DOUBLE ARROW -WHITE. SEE CONSTRUCTION MANAGER. DETAIL: 7/APX-104. E. ALL PARKING AND DRIVE-THRU STRIPING TO BE PROVIDED BY 8. EXISTING LANDSCAPING. LANDLORD. 9. EXISTING STRIPNG. F. TRASH ENCLOSURE TO BE LOCKABLE USING STEEL GATES OR CHAIN TO BE PROVIDED BY LANDLORD. 10. EXISTING RAMP WITH RAILING. G. LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETE PAVING 11. EXISTING DIRECTIONAL ARROWS. THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU WINDOW STANDING PAD. 12. EXISTING STOP BAR. H. LANDLORD TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. J. SITE PLAN FOR REFERENCE ONLY. LANDLORD TO OBTAIN ALL APPROVALS AND PERMITS FOR SITE WORK. K. TENANT'S SIGNAGE VENDOR TO PROVIDE AND INSTALL DRIVE-THRU SIGNAGE AND MENU/ORDERING EQUIPMENT. SIGNAGE VENDOR TO OBTAIN SEPARATE PERMIT AND APPROVAL FOR ALL SIGN WORK; NOT INCLUDED IN TENANT BUILD APPLICATION. L. TENANT'S SIGNAGE VENDOR TO COORDINATE APPROVALS 20 FOR EXTERIOR DIRECTIONAL SIGNAGE SEPARATELY AS REQUIRED; NOT INCLUDED IN TENANT BUILD APPLICATION. O O 2 Q J m J rQ V 11 TYP. SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT. RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. 0 8' 16' 32' Scale: 1/16" = V-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design FUAI,& rum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design FuAwwum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel:(513) 421-22 License:62078 1 2 5 2018 ' ` XRO"V7303 �Q I..L W = L0 v M J Q Q LL j J w06 w 0 J J J = I-_ _ O i w 0 CIOw 0 _ o10- r-- N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDC AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA ICHECKED BY- M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: ARCHITECTURAL SITE PLAN SCALE: 1/16" = 1'-0" SHEET NUMBER: APX-101 c a O EI r` 0 CVI -.J ILL s a) 0) M 06 0 co W U) U L M W fn c a) U O 0 c C M a O E N U Q LO _o C> N LLO N Q 0 N N NOTE: REFER TO SHEET APX-101 FOR EXTERIOR SIGNAGE AND SITE SCHEDULE. RESPONSIBILITY LEGEND FURN. BY INST. BY SIB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SIB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERALCONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT. --------- ------ ------ o I 2 (7L3'-6" I \\ 17-�L I Y 14101 O � I 12 I Y X2101 ; 11 1` 16 S 14106 14104 10 0------- - - - --------7!_-- PARKING rP2 . ', 24 12YX2101 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 5 5 Y 14120 I DRY STROMWATER POND I � I I I Y 14116 CL 11 0 6 Y 14163 12011 I Y 14119 5 24 Y 15700 / I I , 12 Y X2101 1 rl/ Px-10 - 1------- 6 5 ----- - - J O - �-- - - -1--- - o U DRIVE THRU iv I TIMER LOOP I I I I SENSOR L - J I I I 25'-11" 1 4'-6" 9'-3" I 51'-1" ENLARGED SITE PLAN scale: 1/8" = V-0" ARCHITECTURAL SITE PLAN NOTES SHEET NOTES A. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SIGNAGE LOCATION AND DESIGN ID. REFER TO ELECTRICAL PLANS FOR ELECTRICAL REQUIREMENTS. ALL BUILDING SIGNAGE IS BY SIGNAGE VENDOR UNDER SEPARATE PERMIT. B. LANDSCAPING BY LANDLORD. LANDLORD TO BE PROVIDED PER ZONING CODE AND LEED REQUIREMENTS. C. DRIVE-THRU EQUIPMENT INCLUDING VEHICLE DETECTION LOOP, WIRELESS COMMUNICATION AND MONITORS COORDINATED BY STARBUCKS CONSTRUCTION MANAGER. REFER TO ELECTRICAL SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS. D. LANDLORD IS RESPONSIBLE FOR PROVIDING SITE WORK, INCLUDING NEW BOLLARDS, FOOTING AND CONDUIT FOR DRIVE-THRU SIGNAGE. COORDINATE WITH STARBUCKS CONSTRUCTION MANAGER. E. ALL PARKING AND DRIVE-THRU STRIPING TO BE PROVIDED BY LANDLORD. F. TRASH ENCLOSURE TO BE LOCKABLE USING STEEL GATES OR CHAIN TO BE PROVIDED BY LANDLORD. G. LANDLORD TO PROVIDE 6" (150MM) THICK CONCRETE PAVING THE LENGTH OF THE DRIVE-THRU LANE, EXTENT TO INCLUDE DRIVE-THRU WINDOW STANDING PAD. H. LANDLORD TO APPLY CONCRETE SEALER TO ALL EXTERIOR CONCRETE PATIO AND WALKWAY SURFACES. J. SITE PLAN FOR REFERENCE ONLY. LANDLORD TO OBTAIN ALL APPROVALS AND PERMITS FOR SITE WORK. K. TENANT'S SIGNAGE VENDOR TO PROVIDE AND INSTALL DRIVE- THRU SIGNAGE AND MENU/ORDERING EQUIPMENT. SIGNAGE VENDOR TO OBTAIN SEPARATE PERMIT AND APPROVAL FOR ALL SIGN WORK; NOT INCLUDED IN TENANT BUILD APPLICATION. L. TENANT'S SIGNAGE VENDOR TO COORDINATE APPROVALS FOR EXTERIOR DIRECTIONAL SIGNAGE SEPARATELY AS REQUIRED; NOT INCLUDED IN TENANT BUILD APPLICATION. 4 DRIVE-THRU LANE 1. LOCATION OF EXISTING GREASE INTERCEPTOR. 2. EXISTING WHEEL STOPS. 3. EXISTING ADA PARKING SIGN. 4. SIGNAGE VENDOR TO INSTALL FREESTANDING ILLUMINATED DRIVE-THRU 'EXIT ONLY' SIGN. EXISTING CONCRETE FOOTING AND CONDUIT. 5. SIGNAGE VENDOR TO INSTALL MENU AND PRE -MENU BOARDS EXISTING CONCRETE FOOTING AND CONDUIT. 6. SIGNAGE VENDOR TO INSTALL DIGITAL ORDER SCREEN, CANOPY AND CONTROL BOX. EXISTING CONCRETE FOOTING AND CONDUIT. 7. EXISTING CONCRETE WITH INTEGRAL BLACK STAIN PARKING LOT AND DRIVE-THRU LANE, NOT INCLUDED IN TENANT BUILD APPLICATION. 8. EXISTING DRIVE-THRU EXIT ARROW. 9. EXISTING DRIVE-THRU SHELF. SEE DETAIL: 7/APX-103. 10. EXISTING SIDEWALK. 11. EXISTING LANDSCAPING. 12. EXISTING NON -ILLUMINATED CIRCULAR BOLLARD. SEE DETAIL: 1/APX-104. 13. EXISTING PATIO RAILING. 14. EXISTING CROSSWALK STRIPING. 15. EXISTING BIKE RACKS. SEE DETAIL: 10/APX-104. 16. SIGNAGE VENDOR TO INSTALL NEW CLEARANCE BAR. SEE DETAIL: 2/APX-104 FOR MORE INFORMATION. 17. EXISTING DRIVE-THRU ENTRANCE ARROW. 19 22 _ 19 PARKING PARKING 3 3 ri p 21 PX-10 __0 - 15 FI � 11 I1aII I 1 , 10 STARBUCKS COFFEE 2500 SQ FT 76'-11° 1 12 Y X2101 I O 134' - 4" DT LANE ( EXTENT OF CONCRETE 11 I Nl--� Y 10163 g 3 0` 2 iTi 1 I 144 DRIVE THRU i�l j I I TIMER LOOP r I I SENSOR 1 18. EXISTING PATIO AREA. 19. EXISTING ADA PARKING AND PARKING SYMBOL. 20. SIGNAGE VENDOR TO INSTALL FREESTANDING, ILLUMINATED DRIVE-THRU DIRECTIONAL SIGNAGE. EXISTING CONCRETE FOOTING AND CONDUIT. SEE DETAIL 5/APX-104. 21. EXISTING ADA RAMP AND TRUNCATED DOME. 22. EXISTING ADA STRIPING. 23. EXISTING STOP BAR. 24. EXISTING FENCE AROUND POND. 21 10 11 �1 13 I Y X2102 Y 1 12147 (4) I � Y 17876 (4) L-J i O PATIO L J 1 PX-10 `? 10 18 N O 1 , L L-J )7 I L J 4 S 14091 1------------� CE co CV I wC� I I I 2 X-102 1 I II Y 14095. 1 3' - 9" 1 44 23 30'-0" 17'-8" START POINT OF CONCRETE 0 4' 8' 16' Scale: 1/8" = 1'-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forulw%1^1 1wjArchitects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Formalmi Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License: 62078 oF- F� ®`�® N 2 5 2018 J. RE T '� AR0 03 "z.. t N� W �� v L0 D M J Q 0 LL 0 wJ co co U) w 06 w Of 0 J J J = _ w CM w _ n I..L a � W C) Uj STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA CHECKED By� M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: ENLARGED SITE PLAN SCALE: 1/8" = 1'-0" SHEET NUMBER: APX-101.1 V F� c .E c T O EI ti O 04 J LL a CM cc 06 O M Cn U cc U) c a� E U O c c 42 O E L N to i` c0 0 T— ,v- a N CO JYJ X2101 1' - 0" EXISTING NON - ILLUMINATED BOLLARD EXISTING CONCRETE ►_r , FOOTING. SEE DETAIL: 1/APX-104 3' - 0" APX-10 0 4 'v JYJ 14120 OUTLINE OF MENU BOARD; EXISTING CONCRETE FOOTING. ' M SEE DETAIL: 5/APX-103 �i EXISTING (1) CONDUIT, ROUTE BACK TO ELECTRICAL PANEL. EXISTING CURB 0 CV N EXISTING (2) CONDUIT FROM CONTROL BOX, ROUTE TO DRIVE-THRU WINDOW (1) CONDUIT FROM CONTROL BOX, ROUTE TO ELECTRICAL PANEL. 3'-0"X3'-0" MIN. CLEAR -- —A AREA FOR CONTROL BOX 2'-6 5-PANEL MENU BOARD AND DIGITAL ORDER SCREEN LOCATION SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT OUTLINE OF DIGITAL ORDER SCREEN CONTROL BOX EXISTING CONCRETE APX-103.1 FOOTING. SEE DETAIL 3/APX-103.1 EXISTING EXISTING (1) CONDUIT, LANDSCAPING 3A ROUTE TO CONTROL 4' - 0" BOX. 7, 3„ 51'-V SIGNAGE IS FOR REFERENCE ONLY Y 14101 SIGNAGE APPROVALS SHALL BE EXISTING PAINTED ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS 9 GRAPHICS. NOT INCLUDED IN THE SCOPE OF PX-10 THE BUILDING PERMIT o ' � cF AP 01X 4 4A • EXISTING CURB \ v7 EXISTING \ 2 LANDSCAPING S 14104 S 14106 \ 4B PX-104 CLEARANCE BAR DT SIGN BY SB � I EXISTING CONCRETE \ , FOOTING. SEE \ Y X2101 DETAIL: 3/APX-104 EXISTING NOW EXISITNG CONCRETE r_ ILLUMINATED BOLLARD,.- ",.. FOOTING. SEE DETAIL 6/APX-104 EXISTING CONCRETE R22' FOOTING. SEE DETAIL `01 " 4go 1/APX-104 101 EXISTING ____ __ ..._........ ............. CURB EXISTING LANDSCAPING 2 CLEARANCE BAR AND ILLUMINATED DIRECTIONAL SIGNAGE LOCATION scale: 3/8 — 1'-0" SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT EXISTING LANDSCAPING S 14104 DT SIGN BY SB i ILLUMINATED DIRECTIONAL SIGNAGE LOCATION ENTRY - 1 scale: 3/8" = 1'-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421-221 License:62078 ° F" Fl. 4tso U�Y 2 5 2018 R J. n�P�01 O / 11 %l :'l'd�i7 AR0101",303 ,� �V �0 I..1_ N� L�L W v L0 CM J Q 0 LL f J m J � ,Amaxx W LU � J J_ = Z O Q Q w M w r _ a.a of Q ti LLJ N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: ENLARGED EXTERIOR PLANS SCALE: 3/8" = 1'-0" SHEET NUMBER: APX-102 APX-104 4B Fb APX-10 4A SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT EXISTING CURB EXISTING LANDSCAPING DT SIGN BY SB EXISTTNG CONCRETE FOOTING. SEE DETAIL 6/APX-104 ILLUMINATED DIRECTIONAL SIGNAGE LOCATION ENTRY - 2 scale: 3/8" = 1'-0" t f~ c c 0 EI ti 0 NI J U- a 0 ca 06 0 co CD co a� E U O c c (a 0 E O (n 5k PE� EXISTING LANDSCAPING EXISTING CONCRETE FOOTING. SEE DETAIL: 5/APX-104 • I APX-1+13 N a LU DRIVE-THRU LANE q- a Li I EXISTING CURB I I I I S 14091 DT SIGN BY SB I I 5A PX-104 I I I 55CC APX-104 # 8 y-Px- I I I I I I I � I ii: ON MM �� M I EXISTING PAINTED GRAPHICS 1'-1" 3'-9" -11 SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT ILLUMINATED DIRECTIONAL SIGNAGE LOCATION - EXIT ONLY scale: 3/8" = 1'-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 4 Professional Engineer Tel: (513) 42]1TA4 — — _ License: 62078 J. RET '.'9 ! 25 2018 •� W1 A .00 i 303 n nRG.�U �0/ N� LU rZ v LO 0 . M J Q 0 U- 0 J J LU J_ Z o Q a� w M w O a a O ti W N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: ENLARGED EXTERIOR PLANS SCALE: 3/8" = 1'-0" SHEET NUMBER: APX-102.1 R c c T 0 EI T_ O NI .J LL rn cU 06 0 M U) � I U 7 L cc U) c a� E U O 0 c 42 0 E2 N 77 T_ 77 0 T_ ao 0 LO N CO THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. 9'-0" H GRADE 3'- 1" ELEVATION - B SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT EXISTING CONCRETE FOOTING. SEE DETAIL: 3/APX-103 EXISTING (1) CONDUIT, 51' - 1" TO EDGE OF ROUTE TO CONTROL BOX. STARBUCKS BUILDING -4 - - - - - - - - - - - - I /L -- —•IL-- — CLEARANCE AREA — — — — — — — — - \ / I � T I w I Q EXISTING / � z LANDSCAPING 1 - / CV OUTLINE OF MENU BOARD .EXISTING _ J CURB v 1B Y 14119 z APX-103 5-PANEL MENU BOARD PLAN Scale: 1/2" = 1'-0" THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. h� FREESTANDING MENU (DESIGN VARIES) — -u — 3/4" DIA x 24" L ANCHOR BOLTS I (F1554 GRADE 36 - 4 EA.) FINISHED GRADE �I; lim - PROPOSED BELOW GRADE MENU BOTTOM CONCRETE FOUNDATION. PLATE OUTLINE # 3 REBAR BOTH WAYS AS SHOWN PRE -MENU BOARD FOOTING scale: 1/2" = 1'-0" �- 3/4" CONDUIT FOR 120VAC 1' - 1" (CENTER IN FOOTING) PLAN 0 M SIDE WINDOW PER PLAN 1'-6" Y X2101 2 1 w EXISTING NON -ILLUMINATED O BOLLARD / \ w a_ IAPX-10/3 z 11 U EXISTING NON - ILLUMINATED BOLLARD EXISTING WINDOW EXISTING PER PLAN DT SHELF EXISTING CURB EXISTING WINDOW PER PLAN EXISTING CONDUIT EXISTING DETECTOR LOOP CENTERED ON WINDOW 2" (50MM) BELOW FINAL GRADE. (1) ROUTE CONDUIT TO DRIVE THRU WINDOW AND TERMINATE NEAR TIMER SIGNAL PROCESSOR (TSP). INTERIOR FINISH GRADE ENLARGED DRIVE-THRU BUMP -OUT ELEVATION scale: 1/2" = 1'-0" 7 PX-10 EXISTING DRIVE-THRU WINDOW ASSEMBLY PER PLAN ATTACH SHELF TO BUILDING EXTERIOR FLUSH TO TOP OF ROUGH OPENING EXISTING WALL SYSTEM Y X2101 NON -ILLUMINATED BOLLARD 12"(300MM) MINIMUM 14"(350MM) MINIMUM DRIVE-THRU WINDOW SECTION scale: 1/2" = 1'-0" go PLAN 8" ELEVATION — EXISTING SCONCE PER PLAN w Q J IL z FD z O 2 O U EXTERIOR FINISH GRADE �� 3'-4" DRIVE-THRU SHELF DETAILS Scale : 1 1/2" = V-0" THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. FREESTANDING MENU II I I I I (DESIGN VARIES) - MENU BOTTOM PLATE II I 3/4" DIA x 24" L ANCHOR BOLTS OUTLINE N (F1554 GRADE 36 - 4 EA.) � - 1� - FINISHED GRADE tw z ct O z_ w o Of O � J Q z L— —� J PRIMARY ELECTRICAL INSIDE UL CONDUIT TO MENU BOARD 3/4" CONDUIT FOR #3 TIES (3 EA.) 120VAC 1' - 1" (CENTER IN FOOTING) 3/4"DIA. X 24"LONG ANCHOR RODS WITH 3/4"NUTS AND PLAN FENDER WASHERS #3 TIES TYP. AT 12" O.C. — #5 VERTICALS (5 EA.) 3'- 0" DIA. MENU BOARD FOOTING scale: 1/2" = 1'-0" LO • sa wo Illia■ ■� NEON �M. —i-N116 THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. 3'-0" EXISTING CURB 3'-0" APX-10 Y 14120 4 OUTLINE OF MENU BOARD — EXISTING CONCRETE FOOTING. SEE DETAIL: 5/APX-103 EXISTING (1) CONDUIT, ll: ROUTE BACK TO I I ELECTRICAL PANEL. FINISH GRADE 29' - 8" TO CENTER OF 2'-2" DIGITAL ORDER SCREEN ELEVATION PLAN DTE - PRE -MENU BOARD FREESTANDING Scale : 1/2" = 1'-0" 8" SECTION ATTACH SHELF TO BUILDING EXTERIOR FLUSH TO TOP OF ROUGH OPENING, SHELF TO BE OBSIDIAN PAPERSTONE 1/4" SEALANT JOINT SOLID SURFACE CP0057 W/1/4" EASED EDGE C X1007 STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnatl, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose W 460 Timothy L Raberling, PE Cincinnati, O Professional Engineer Tel: (513) License: 62078 2019 A 0( 7303 �0 I..L I..L W �= v L0 . M J Q 0 LL 0 w J J ,wmaxx W w 0 J J _J = z 0 cow H Q �_ w LLJ a a_ Q ti N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: DRIVE-THRU DETAILS SCALE: AS SHOWN SHEET NUMBER: APX-103 R c .E c c� a 0 EI 0 NI J LL N m ca 06 0 co NI Y U ca C N U O 0 c c 0 E 2 N A r- N O T_ P oo G N° to N w 4' 0" 2'-0" 2'-0" 11 r----------------I I I I I I I CLEARANCE AREA I I I EXISTING (1) CONDUIT, 3'-0"X3'-0" MIN. CLEAR \ ROUTE TO CONTROL BOX. AREA FOR CONTROL BOX I \� / I EXISTING CONCRETE EXISTING (2) CONDUIT FROM I �\ FOOTING. CONTROL BOX, ROUTE TO I I SEE DETAIL 3/APX-103.1 DRIVE-THRU WINDOW (1) L---- ----J CONDUIT FROM CONTROL-------------------�------------- ----10/ — BOX, ROUTE TO ELECTRICAL I _ _ _ _ _ _ _ _ OUTLINE OF DIGITAL ORDER PANEL. i ° 0 _ _ _ _ _ _ _ _ — 0 ° i SCREEN CONTROL BOX I— — I I I Y 14116 Y 14163 j ° i r Y 15700 I I L t- I I - EXISTING CONDUIT TO \ , " EXISTING CURB CONTROL BOX CANOPY ABOVE OUTLINE OF DIGITAL ORDER SCREEN EXISTING DETECTOR LOOP CENTERED ON DIGITAL ORDER SCREEN 2" (50MM) - BELOW FINAL GRADE IN CONDUIT OR SAWCUT. { DRIVE-THRU l LANE L- — - — — — -- --J CANOPY PLAN scale: 3/4" = V-0" '—F= BACK ELEVATION - A 4LII Zh 2'-6" LEFT ELEVATION - B DIGITAL ORDER SCREEN WITH CANOPY Scale: 1 /2" = 1'-0" 0 EXISTING CONCRETE FOOTING 2'-11 "W X 6'4"1 X 2'-6"D, 144 REBAR MAT i i i 5'-6" FRONT ELEVATION - C co cce) co ti n 1 3' - 10 3/4" 1 CANOPY DETAIL (BY VENDOR scale: 3/4" = 1'-0" SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT DIGITAL ORDER SCREEN WITH CANOPY (BY VENDOR) EXISTING EXPOSED EXISTING CONCRETE CONCRETE FOOTING CURB t EXISTING FINISHED DRIVE CONCRETE CURB GRADE 8-ANCHOR BOLTS: 1/2"0 X 20"EMBED, A36 EXISTING CONCRETE FOOTING EXISTING CONCRETE FOOTING 2'-11 "W X 6'-0"L X 2'-6"D, 144 REBAR MAT 3 ALUMINUM ROOF PANELS SEAMLESS RAISED SIDE EDGES 15" OF LASERED PATTERN W/ DRIP EDGE BEHIND WELDED STEEL PERIMETER ROOFFRAME 2 -6 RIGHT ELEVATION - D DIGITAL ORDER SCREEN WITH CANOPY (BY VENDOR) DOS CONTROL BOX ON UNISTRUT FRAME EXISTING EXPOSED CONCRETE FOOTING FINISH GRADE CONTROL BOX FASTENED TO FRAME 1 1/2" SQ. UNISTRUT FRAME; ANCHOR TO FTG WATERTIGHT COUPLING PER ELECT. GRADE CONDUIT PER ELECTRICAL —MllllllM�--=_�____ EXISTING CONCRETE FOOTING 6'-0" SIDE ELEVATION FRONT ELEVATION DTE - DOS CONTROL BOX ON UNISTRUT FRAME Scale: 1" = 1'-0" EXISTING CONDUITS (1) CONDUIT, ROUTE TO ELECTRICAL PANEL (2) CONDUIT, ROUTE TO BUMP -OUT POINT OF SALE (4) CONDUIT, ROUTE TO DIGITAL ORDER SCREEN (1) CONDUIT, ROUTE TO DETECTOR LOOP AT DOS (1) CONDUIT, ROUTE TO MENU BOARD EXISTING CONCRETE FOOTING DIGITAL ORDER SCREEN CONTROL F BOX ON UNISTRUT POSTS 3'-0" x T-0" CLEAR I I AREA AT BOX DOOR I I I I I I I I I I I I I I I----------J DTE - DOS CONTROL BOX FREESTANDING scale: 1 /2" = 1'-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose We , Suite 460 Timothy L Raberding, PE Cincinnati, O Professional Engineer Tel: 513 Ucense: 62078 .-- J. RE 2018 ,9 V W"WOOW7303 N0 L.L LL W r1n v LO D . (`M J Q I) LL J J ,w�t W LU J J = Z � Q Q � w M w 0 _ 0— a W a O I` W N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA LCHECKFD BY- M. MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: DRIVE-THRU DETAILS I SCALE: AS SHOWN I SHEET NUMBER: APX-103.1 f� c c 0 EI ti O NI J LL rn c� 06 0 M Cl) Y U 1 m a� E 0 0 0 c c (a 0 rn N i M N 77 O GO CS4. to N (0 9' - 0" BAR LENGTH I �s �7 ➢1 '8 W CLIEARANICEQ CONCRETE DOME ADJUST DETAIL AS PRE SPACED VINYL REQUIRED BY LETTERING APPLIED , MANUFACTURER FOR I ON SITE AS NEEDED NON -ILLUMINATED BOLLARD 3" X 4" CROSS BAR REFLECTIVE TAPE Uj FP q W SIGN WITH BASE AND PLATE N 0 COVER (BY STARBUCKS) 6" ROUND STEEL PIPE - PAINTED TO o_ 1 MATCH LANDLORD COLOR PALATE THIS DETAIL IS FOR REFERENCE o ONLY. SIGNAGE SUPPLIED AND SEALANT r INSTALLED BY OTHERS UNDER �- d SEPARATE PERMIT. r d ade —ICI—ICI—ICI III —III —III —FINISH PAVING SURFACE II I II • ,� -'.a -. `; I I I CONCRETE FILLED i 1 -0 1 FINISH p• - - GRADE - >? , I I EXISTING CONCRETE FOOTING d I I SEE DETAIL: 3/APX-104 NON -ILLUMINATED CIRCULAR BOLLARD (EXIST.) CLEARANCE BAR Scale: 3/4 1 0 scale: 1/2" = 1'-0" THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. 2'- 1" ENT SIGN WITH BASE g,, AND PLATE COVER ' 1'- 5" (BY STARBUCKS) N I— FINISH GRADE THANK YOU SIGN WITH BASE AND PLATE COVER c (BY STARBUCKS) Cr FINISH GRADE 5" V-13" 7" BACKSIDE ELEVATION CUSTOMER ELEVATION SIDE ELEVATION A B C ILLUMINATED SIGN - DRIVE-THRU EXIT ONLY - ELEVATIONS Scale: 1/2" = 1'-0" 0 LO 13". 2'-0" 1 2'- 0" 31 Yj 14101 PAINTED GRAPHIC 4'-6" 101 DTE - WAYFINDING GRAPHIC - ENTRY ARROW (EXIST.) scale: 1/2" = 1'-0" THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. DIRECTIONAL SIGN I ,I-- 1 1 LTI----ITJ II II I 3/4" DIA X 12" L DIRECTION I ANCHOR BOLTS PLATE OUTLINE I EMBED 6" MIN. (2 EA.) II II FINISHED GRADE I no im 1/2" DIA. x 36" LONG ANCHOR BOLT L Z (4 REQ'D) r (5) 4" BARS ON A 16" PATTERN WITH 4" STIRRUPS ON 4" CENTERS FOR TOP 6„ N 16" AND 13"CENTERS THEREAFTER DO NOT WELD REBAR 1'-6" DIA 3" MIN. CONC. COVER PLAN do oo, DIA .2 CU. YDS. OF CONC. REQ'D DIRECTIONAL SIGN FOOTING (EXIST.) scale: 1/2" = 1'-0" 'STARBUCKS COFFEEiR £� ENLARGED BIKE RACK PLAN (EXIST. Scale: 1/2" = 1'-0" THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT. CLEARANCE BAR t t 7/8" DIA. x 60" L A307 ANCHOR l I BOLTS EMBED 48" MIN. (4 EA.) II � j T FINISHED GRADE CLEARANCE POST PLATE OUTLINE 3/4" DIA.x 36" LONG ANCHOR BOLT (4 REQ'D) LO (6) 5" BARS ON AN L -j Z 1DIA 1/2" PATTERN 5" WITH (6) 3" STIRRUPS 4" O.C. �r`�, TOP 24" THEN 11" PLAN O.C. THEREAFTER 3" MIN. CONIC. COVER DO NOT WELD REBAR p DIA .34 CU. YDS. OF CONC. REQ'D NOTES: c 1. FOOTING DEPTH MAY VARY AS PER SITE AND SOIL CONDITIONS. 2. CONCRETE RESISTANCE 3600 PSI AFTER 28 DAYS 3. THE GROUND MUST NOT BE ALTERED AND MUST BE WELL -DRAINED. 1'6" DIA 4. EXPECTED GROUND BEARING CAPACITY AT 3000 PSF. CLEARANCE BAR FOOTING (EXIST.) scale: 1/2" = 1'-0" LO Yj 14324 PAINTED GRAPHIC SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER DRIVE DRIVE SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT THRU THRU INCLUDED IN THE SCOPE OF THE BUILDING PERMIT FRONT BACK ACRYLIC GRAPHIC PANELS THIS DETAIL IS FOR REFERENCE ONLY. SEE SHEET APX-101 FOR ORIENTATION SIGNAGE SUPPLIED AND INSTALLED BY OF GRAPHIC PANELS TO SITE OTHERS UNDER SEPARATE PERMIT. 2'-7" 5" v v v v 6" LOGO SIGN WITH BASE - AND PLATE COVER (BY STARBUCKS) FINISH GRADE lrmnu Z- A r r 1'-5" 0 Zh M CV 0 Zh ih CV FINISH GRADE 1'- 6" FRONT ELEVATION SIDE ELEVATION ILLUMINATED DIRECTIONAL SIGN - DRIVE-THRU - ELEVATIONS scale: 1/2" = 1'-0" DTE - WAYFINDING GRAPHIC ARROW DOUBLE (EXIST. scale: 1/2" = 1'-0" NOTE: INSTALL PER MANUFACTURER'S INSTRUCTIONS. METAL BIKE RACI ANCHORS WILL V ACCORDING TO II SURFACE METAL FLANGE BASE PLATE BIKE RACK INSTALLATION (EXIST. scale: 3" = 1'-0" 5'-3" 2' 0" 2'-0" .3".1'-0" 0 LO PAINTED GRAPHIC DTE - WAYFINDING GRAPHIC - EXIT ARROW (EXIST.) Scale: 1/2" = 1'-0" J I /"�KCiUI�I'\J 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-221 Llcense:62078 ®' 2 5 7018 CO o�P�p J. RET ,'9 • i AR001 1303 ; 0 L.L. W : ( v Ln . M J Q LL CO J J � ,,,�xx W LU J J_ w M w 0 _ ^ w a a � tiN W STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEED(DAP: PRODUCTION DESIGNER: MICHAEL.B.SARKA BYE M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: SITE DETAILS SCALE: AS SHOWN SHEET NUMBER: APX-104 R C C ca O EI O N JI U_ rn ca 06 O co U) NCIO U .t� U) 4 C a) E C) O 0 C C m O E Cn Cn 0 �, to CV 77 O T_ O 5'-8„ 14' - 1 " ( 4 ENLARGED PATIO PLAN scale: 1 /4" = 1'-0" 4 0 ih M X 2 GPX_10_9 MANUFACTURER: AMERISTAR FENCE ECHELON PLUS 3/4 RAIL MAJESTIC PANEL FINISH FOR GUARDRAIL TO BE POWDER COATED MATTE BLACK. NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER / ARCHITECT FOR APPROVAL. 0 w M w RAILING ELEVATION DETAIL (EXIST. scale: 1 /2" = 1'-0" 2 1/2" SQ. POST 1-1/4" X 1-7/16" FORERUNNER TM RAIL POST SIZE VARIES WITH HEIGHT (SEE ECHELON PLUS TM POST -SIZING CHART 3/4" SQUARE POST BRACKET CONCRETE FOOTING 1-1/4" X 1-7/16" FORERUNNER TM RAIL 3/4" DIA X .045 PICKET 1-1/4" X 1-7/16" FORERUNNER TM RAIL 6" LONG SLEEVE - WRAP STEEL PIPE IN POLYAMIDE EPDXY - FILL AROUND PIPE WITH NON -SHRINK GROUT — RAILING SECTION EXIST. 3 scale: 1 /2" = 1'-0" SHEET NOTES 1. EXISTING EXTERIOR RAILING. AMERISTAR ECHELON PLUS, MAJESTIC ALUMINUM FENCE. COLOR: BLACK. ANCHOR TO EXISTING CONCRETE. LL TO PROVIDE SHOP DRAWING TO STARBUCKS CONSTRUCTION MANAGER FOR APPROVAL. 2. EXISTING PATIO AREA. STAMPED CONCRETE OR PAVERS, PER WORK LETTER. 3. PATIO FURNITURES, UMBRELLAS AND BASES BY STARBUCKS, SEE FF&E PLAN. 4. EXISTING LANDSCAPING. 5. EXISTING SIDEWALK/ CURB. 6. EXISTING ADA RAMP AND TRUNCATED DOME. STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 45203 Professional Engineer Tel: 513 421- t License:62078 J.nRET !` 2 5 2018 .4 �0// 1..1� I..L W r1 U')v M D . J Q C) LL j J � ,,ma�xx W LU � J J J_ = Z C) Q Q w O M � w O o2 a a �N STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA .CHECKED BY7 M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: ENLARGED PATIO PLAN I SCALE: AS SHOWN k to N (O 0 2' 4' 8' Scale: 1/4" = V-0" SHEET NUMBER: APX-105 c c (a O EI ti O NI J L.L O ca 06 O co 07 �I U U) r c a� E 0 O c I:a O E (n N (n Z) L 24 ti N 0 Co TO N. to N w NORTH ELEVATION scale: 1/4" = 1'-0" EAST ELEVATION scale: 1/4" = 1'-0" EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS SIGNAGE - DISK 13164 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED - 601N 1525MM SB VD SIGNAGE - DRIVE THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED ARROW SERIES - 461N 1170MM SB VD SEE DETAIL: 2/APX-102.1 14099 1 SIGN - DRIVE THRU ILLUMINATED ARROW SERIES FLUSH MOUNTED - RH - 481N 1220MM SB VD 14104 3 SIGN - DT DIRECTIONAL ILLUMINATED ARROW SERIES WITH LOGO - 461N 1170MM SB VD SEE DETAIL: 2/APX-102 14106 1 SIGN - DT CLEARANCE BAR ARROW SERIES FREESTANDING SB VD SEE DETAIL: 2/APX-102 SIGNAGE - WORDMARK 11394 2 SIGN - INLINE ILLUMINATED FLUSH MOUNTED - 161N 405MM SB JVD TYP. TYP. TYP. TYP. CV f O EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. H. EXISTING EXTERIOR BY LL LION. SHEET NOTES 1. EXISTING EXTERIOR FINISHES. 2. TENANT SIGNAGE SHOWN FOR REFERENCE ONLY, TO BE FILED UNDER SEPARATE PERMIT. 3. EXISTING CANOPY/ AWNING AND ALL PROJECTIONS TO MEET STARBUCKS REQUIREMENTS, UON. 4. EXTERIOR WALL MOUNTED SPEAKER BY SB. 5. EXISTING BOLLARD. 6. EXISTING WALL MOUNTED SCONCE. 7. EXISTING DOWNSPOUT. 8. EXISTING STOREFRONT WINDOW SYSTEM. 9. TOP OF ROOF DECK. 10. EXISTING ELECTRICAL J-BOX WITH CONDUIT STUBBED INSIDE BELOW ROOF DECK FOR TENANT GC TO TIE TO TENANT ELECTRICAL PANEL. 11. EXISTING SERVICE DOOR. 12. EXISTING ROOF ACCESS LADDER. 13. EXISTING DRIVE-THRU WINDOW AND HAND-OFF SHELF. 14. EXISTING EXTERIOR SECURITY LIGHT. RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT. 0 2' 4' 8' Scale: 1/4" = 1'-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION 2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rothman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Reberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License: 62078 �Q•��G-pF F�4 J. RET/y ,9 A �nn II N0 I..L L.L W �r V I Li W Q r' Z O b M w O� C_ D UN 2 5 2018 AKWJNJVJ IV .V 1O 07 w I— w w C- It LO co M J 0 LL U) in J J J_ J = O r oN STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA ICHECKED BY' M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" SHEET NUMBER: APX-201 �� c c La 0 EI ti O NI J ILL N C O c� 06 0 co Z) �I Y U a) E U 0 0 c c 0 5 fn L- a) fn Q SOUTH ELEVATION scale: 1/4" - 1'-0" WEST ELEVATION scale: 1/4" = V-0" 12'-0" 00 6'-6" 4 ET = EXISTING TEMPERED GLAZING EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION FU RN. BY INST. BY COMMENTS SIGNAGE - DISK 13164 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED - 601N 1525MM SB VD SIGNAGE - DRIVE THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED ARROW SERIES - 461N 1170MM SB VD SEE DETAIL: 2/APX-102.1 14099 1 SIGN - DRIVE THRU ILLUMINATED ARROW SERIES FLUSH MOUNTED - RH - 481N 1220MM SB VD 14104 3 SIGN - DT DIRECTIONAL ILLUMINATED ARROW SERIES WITH LOGO - 461N 1170MM SB VD SEE DETAIL: 2/APX-102 14106 1 SIGN - DT CLEARANCE BAR ARROW SERIES FREESTANDING SB VD SEE DETAIL: 2/APX-102 SIGNAGE - WORDMARK 11394 2 SIGN - INLINE ILLUMINATED FLUSH MOUNTED - 161N 405MM �SB JVD ET = EXISTING TEMPERED GLAZING EXTERIOR ELEVATION NOTES A. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE CONTRACTOR PROVIDING A MINIMUM SCHEDULING NOTICE OF 4 WEEKS AND 1 WEEK PRIOR TO SCHEDULED DATE OF INSTALLATION. STARBUCKS CONSTRUCTION MANAGER TO PROVIDE GENERAL CONTRACTOR WITH SIGNAGE CONTRACTOR CONTACT INFORMATION. B. GENERAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. C. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE. D. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT OR POLE SIGNAGE WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO STARBUCKS DESIGNER FOR APPROVAL. E. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN PERMIT AND LANDLORD APPROVAL. F. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO STARBUCKS CONSTRUCTION MANAGER AND TO THE GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY STARBUCKS CONSTRUCTION MANAGER IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH STARBUCKS ARCHITECTURAL DRAWINGS. G. GENERAL CONTRACTOR TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. H. EXISTING EXTERIOR BY LL UON. SHEET NOTES 1. EXISTING EXTERIOR FINISHES. 2. TENANT SIGNAGE SHOWN FOR REFERENCE ONLY, TO BE FILED UNDER SEPARATE PERMIT. 3. EXISTING CANOPY/ AWNING AND ALL PROJECTIONS TO MEET STARBUCKS REQUIREMENTS, UON. 4. EXISTING STOREFRONT DOOR AND WINDOW SYSTEM. 5. EXISTING ROOF ACCESS LADDER. 6. EXISTING WALL MOUNTED SCONCE. 7. EXISTING 3" (75MM) HIGH BLACK ACRYLIC STORE ADDRESS ON GLAZING. 8. EXISTING STOREFRONT WINDOW SYSTEM. 9. TOP OF ROOF DECK. 10. EXISTING ELECTRICAL J-BOX WITH CONDUIT STUBBED INSIDE BELOW ROOF DECK FOR TENANT GC TO TIE TO TENANT ELECTRICAL PANEL. 11. EXTERIOR WALL MOUNTED SPEAKER BY SB. RESPONSIBILITY LEGEND FURN. BY INST. BY SB - FURNISHED BY GC - INSTALLED BY STARBUCKS GENERAL CONTRACTOR SB - FURNISHED BY VD - INSTALLED BY STARBUCKS STARBUCKS VENDOR GC - FURNISHED BY GC - INSTALLED BY GENERAL CONTRACTOR GENERAL CONTRACTOR NOTE: ALL RESPONSIBILITIES TO BE CONFIRMED WITH STARBUCKS DESIGN MANAGER PRIOR TO ORDERING/CONSTRUCTION. SIGNAGE IS FOR REFERENCE ONLY SIGNAGE APPROVALS SHALL BE ACQUIRED UNDER SEPARATE SIGN PERMIT SUBMITTALS. SIGNAGE IS NOT INCLUDED IN THE SCOPE OF THE BUILDING PERMIT. 0 2' 4' 8' Scale: 1/4" = V-0" STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberding, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-221&Y???,--,-a— License: 62078 /90 �t, rLo �P��- -- - . UPI' 2 5 2018 �D J. RET/y � O�P/� A n .0. . n U - AR0` 13Us 'I, •v I..L N� I..L W L0 co . J Q U- 0 6 J ,,����tt W LU � J J = Z O Q Q (r� W W V r = a a C:)IN STORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" SHEET NUMBER: APX-202 N C C c (o O EI ti 0 NI J LL aa)) 4-1 M 06 0 cM I U U) C a) E U O c c (a O a) �� C T_ co 0 T_ ao c� LO 04 EXTERIOR SIGNAGE SCHEDULE - "S" DESIGN ID COUNT DESCRIPTION FURN. BY INST. BY COMMENTS SIGNAGE - DISK 13164 1 SIGN - DISK SF ILLUMINATED FLUSH MOUNTED EVOLVED - 601N 1525MM SB VD SIGNAGE - DRIVE THRU 14091 1 SIGN - DT DIRECTIONAL EXIT SIGN ILLUMINATED ARROW SERIES - 461N 1170MM SB VD SEE DETAIL: 2/APX-102.1 14099 1 SIGN - DRIVE THRU ILLUMINATED ARROW SERIES FLUSH MOUNTED - RH - 481N 1220MM SB VD 14104 3 SIGN - DT DIRECTIONAL ILLUMINATED ARROW SERIES WITH LOGO - 461N 1170MM SB VD SEE DETAIL: 2/APX-102 14106 1 SIGN - DT CLEARANCE BAR ARROW SERIES FREESTANDING SB VD SEE DETAIL: 2/APX-102 SIGNAGE - WORDMARK 11394 1 2 SIGN - INLINE ILLUMINATED FLUSH MOUNTED - 161N 405MM SB JVD SITE SCHEDULE - "Y" DESIGN ID I COUNT DESCRIPTION FURN. BY I INST. BY COMMENTS EXTERIOR MENU 14116 1 MENU BOARD - DT DIGITAL ORDER SCREEN - FLAT BLACK MT0028 SB VD SEE DETAIL: 1/APX-102 14119 1 MENU BOARD - DT 5 PANEL FREESTANDING - 108X651N 2745X1650MM - FLAT BLACK MT0028 SB VD SEE DETAIL: 1/APX-103 14120 1 MENU BOARD - DT PRE MENU FREESTANDING - 36X651N 915X1650MM - FLAT BLACK MT0028 SB VD SEE DETAIL: 4/APX-103 15700 1 MENU BOARD - DT DIGITAL ORDER SCREEN CONTROL BOX jSB �VD SEE DETAIL: 1/APX-102 OTHER 10042 2 BIKE RACK HOOP EXIST EXIST SEE DETAIL: 10/APX-104 10163 1 DT WINDOW SHELF - 561N OBSIDIAN PAPERSTONE EXIST EXIST SEE DETAIL: 7/APX-103 14095 1 DT WAYFINDING GRAPHIC EXIT ARROW- WHITE EXIST EXIST SEE DETAIL: 8/APX-104 14101 1 DT WAYFINDING GRAPHIC ENTRY ARROW - GREEN EXIST EXIST SEE DETAIL: 9/APX-104 14163 1 DT ORDER POINT CANOPY FREESTANDING - FLAT BLACK MT0028 SB VD SEE DETAIL: 2/APX-103.1 14323 5 DT WAYFINDING GRAPHIC DIRECTIONAL DOUBLE ARROW - GREEN EXIST EXIST REFERENCE PAINT P936 FOR SPECIFICATIONS 14324 10 DT WAYFINDING GRAPHIC DIRECTIONAL DOUBLE ARROW -WHITE EXIST EXIST REFERENCE PAINT P935 FOR SPECIFICATIONS X2101 4 CIRCULAR BOLLARD - 6" DIA EXIST EXIST SEE DETAIL: 1 /APX-1 04 X2102 1 EXTERIOR PATIO RAILING EXIST EXIST SEE DETAIL:2/APX-105 UMBRELLA 12147 4 UMBRELLA - BASE FOR CANOPY - BLACK MT0028 SB GC 17876 4 UMBRELLA - WITHOUT VALANCE - 6FT 183CM - GREEN CANVAS F0056 SB GC STARBUCKS 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER (EXCEPT STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY EXECUTED BY BOTH PARTIES. STARBUCKS TEMPLATE VERSION i2018.01.26 Design Forum Architects Inc. 700 W. Pete Rose Way, Suite 460 Donald J. Rethman Cincinnati, OH 45203 Architect In Charge Tel: (513) 421-2210 License: AR0017303 Design Forum Engineering 700 W. Pete Rose Way, Suite 460 Timothy L Raberling, PE Cincinnati, OH 45203 Professional Engineer Tel: (513) 421-2210 License:62078 J. R AROO I..1_ N� L.L w din v L0 . M .J Q 0 LL. 0 J ,wmaxx W LU J_ � Z O Q w M w _ C) I..L LU a a tiN ISTORE #: 56350 PROJECT #: 81186-001 ISSUE DATE: 06/22/18 DESIGN PROGRAM ROMINA VIGNOLO MANAGER: LEEDO AP: PRODUCTION DESIGNER: MICHAEL.B.SARKA M.MCCAUGHEY Revision Schedule Rev Date By Description SHEET TITLE: COORDINATION SCHEDULES SCALE: SHEET NUMBER: APX-601