1010 N BROADWAY 2024 STARBUCKS Plans 2025-07-02

TYPICAL STARBUCKS DETAILS SHOWN FOR REFERENCE ONLY.SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION. ©: 2STARBUc COFFEE Com— STARBUCKS° 2401 UTAH AVENUE SOUTH SEATTLE,WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION,WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK.THEY SHALL NOT BE OLE OREQ EQ SHARED WIOTHD THIRD(IPART ES OR UISED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE --------rt--=-=---- ---- PRIOR WRITTEN CONSENT OF STARBUCKS __ ` O CORPORATION.THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS r -♦♦♦ , DESIGN INTENT FOR A PROTOTYPICAL �IDIEWAL STARBUCKS STORE(WHICH IS SUBJECTO CHANGE AT ANYTIME)AND DO NOT REFLECC T 1 2 33 3 3 ACTUAL SITE CONDITIONS.NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO L ALL CONDUIT THE OTHER(EXCEPT STATED ABOVE)UNTIL A STUB-UPS TO WRITTEN AGREEMENT IS FULLY EXECUTED BY DIMENSION BE WITHIN THIS BOTH PARTIES. DATUM POINT BOUNDARY 3/4"CDX MIN,FLOOR OR ROOF DECK,TYP THROUGHOUT THIS DETAIL STARBUCKS TEMPLATE VERSION:i2021.10.22 ESPRESSO BAR ELECTRICAL STUB-UP KEY 1 3/4"LAN CONDUIT ARCHITECT OF RECORD 2 X 6(MIN)FLOOR OR ROOF 2 314"LAN CONDUIT TO MANAGER'S WORKSTATION FRAMINGATMAX - TYP THROUGHOUT THIS DETAIL 3 ISOLATED GROUND POWER CONDUIT OTE:: S N PLANSHEETA102FINAL DIMENSIONED ORATION.PENETRATION GRAPHITE \ PLAN FOR FINAL DIMENSIONED LOCATION. I ) nELEC STUB—UPS AT ESPRESSO BAR GRAPHITE DESIGN GROUP,LLC,ARCHITECTS y 1807 7TH AVENUE,SUITE 700 SEATTLE,WA 98101 TYPICAL AT ALL SITU TIONS INDICATED HERE (206)224-3335 \ �o NESTED TRACKS(20GA MINIMUM,UON)OR SLOTTED TRACK(20GA MINIMUM,UON)TO ALLOW 12"DEFLECTION.TRACKS PER ES g REPORT ESR-1042. - o m 933J REGID. STUDS CUT 12"SHORT TO ALLOW FOR 112" DEFLECTION FINISH MATERIALS(WHERE OCCUR)HELD MARTIN 1/2"SHORT OF TOP OF TRACK TO ALLOW i SEE HILL FOR 1/2"DEFLECTION.DO NOT SCREW �y EQ 1 6" EQ S7ATEOFWASHIN6TON FINISH MATERIALS INTO TOP TRACK- _ _ _ _ FASTEN INTO STUDS ONLY - ------ ----- ----- ACOUSTICAL AT PART IGA NS TI SEALANT ION WITH ACOUSTICAL I-o INSULATION r wJ � OPARTITION PERPENDICULAR TO CLT PANEL L------ ------J DIEWALL w DIMENSION ALL CONDUIT STUB- DATUM POINT UPS TO BE WITHIN T INTERSECTION OF NON—RATED PARTITION W/SOLID—LUMBER STRUCTURE AND THIS BOUNDARY 1 POS ELECTRICAL STUB-UP KEY F-- nPLYWOOD DECK ABOVE 3/4"POWER CONDUIT TO ELECTRICAL PANEL Q V - - - ---- -- ---- 2 1/2"PHONE TO MANAGER'S DESK } OPTION FOR PARTIAL-HT 3 1/2"DATA CONDUIT TO MANAGER'S DESK O FRAMING,WITH BRACING 4 1/2"SECURITY TO MANAGER'S DESK „X N 5 3/4"LAN CONDUIT TO POS/SAFE W 6 7 14 7 6 3/4"POWER CONDUIT FOR PASTRY CASE 0 00 A501 A501 A501 A501 NOTE: SEE SHEET A102-BUILDING FLOOR PENETRATION Q Q METAL STUDS(PER ES PLAN FOR FINAL DIMENSIONED LOCATION. REPORT ESR-2054), / / LIJ p MAXIMUM HEIGHT 20'-0" -.. .�/ p y o A AT SINGLE BRACE FASTEN 1�/ELEC STUB—UPS AT POS a Q 0 m gd I ANGLE TO BRACE WITH(4)NO 10 �/ smie:1 12=1'-0" Z Q ¢ LU FINISH MATERIALS VARY H- H ,a°, I SCREWS. j (MAXIMUM `��v ' _ \\��. �' , W O W Of ____ I I I WEIGHT EQUAL TO '� �/ g AT DOUBLE BRACE-FASTEN °j �\/ LU I DOUBLE BRACE TO BOTH '�p> i LAYERS -_--- -- - ----- O LL O O> �^ GYPSUM BOARD EACH SIDE K 3"X 3"X 3"ANGLE(18 I ANGLES WITH(6)N010 SCREWS w o PLUS LL O- w FOR WALLS TO 10'-0"-BRACE / \ GA MIN),FASTENED TO _§ THROUGH BRACE AND BOTH o a z I I APPLIED FINISHES) WITH362S137-33AT8'-0" + + + TRACK AND BRACED ANGLES MAXIMUM OC AT EACH WALL + + + PER DETAIL AT RIGHT �z FASTENERS: m 7" STORE#: 22817 END.ALTERNATE DIRECTION OF - -J a o I AT PLYWOOD FLOOR(MINIMUM a s PROJECT* 60007-039 h g 3/4"CDX): BRACES ALONG LENGTH OF ------------ z - ________ z=o¢ I p F z w�u z o EQ EQ ISSUE DATE: 10/272023 WALL WHERE POSSIBLE.10'-0" - ------ o wr F o PROVIDE(2)NO 8 X 1"WOOD _ _ MAXIMUM LENGTH OF BRACING I y 3 a SCREWS AT 24"MAXIMUM OC ¢ m N¢ "'s --- --L-- --- DESIGN MANAGER: GRAPHITE MEMBER. I 18GA MINIMUM a z��o STAGGERED FOR 1 LAYER i 3 z m --T'-- --- ?o 0 o a O' PRODUCTION DESIGNER:GRAPHITE FOR WALLS T015'-0"-BRACE DEEP LEG TRACK OR o a h g a GYPSUM BOARD EACH SIDE,16" LL r o LL- z __ _ w I r AT SINGLE BRACE-FASTEN _ I CHECKED BY: GRAPHITE SLOTTED TRACK,LION ANGLE TO TRACK WITH 8 NO p`�` MAXIMUM OC STAGGERED FOR 2 o g o g z - l _ WITH DOUBLED 362S137-33 AT I o 2 O o"a I I LAYERS GYPSUM BOARD EACH >w > MAXIMUM OC AND AT EACH I METAL STUDS, 10 SCREWS ? m I I SIDE n u L - U Revision Schedule WALL END.ALTERNATEoo DIRECTION OF BRACES ALONG I CUT AT DOUBLE BRACE-FASTEN z I I AT SI CONCRETE AND POST- 5 5 1 I 2 w 3/4"SHORT FOR 4 § -o y o Rev Date By Description LENGTH OF WALL.FASTEN « (2) o I TENSIONED CONCRETE FLOOR: A501 A501 DOUBLED STUDS TOGETHER 3/4"DEFLECTION ANGLES TO TRACK WITH 8 ¢z a og WITH NO 8 SCREWS AT 24" FINISH MATERIALS No 10 SCREWS AT EACH() o LL m I PROVIDE PO DE-ACT DIEWALL ALL CONDUIT a o o DIAMETER POWDER-ACTUATED STUB-UPS TO VARY ANGLE MAXIMUM OC.10'-0"MAXIMUM DIMENSION FASTENERS,EMBED M PER DATUM POINT BE WITHIN THIS LENGTH OF BRACING MEMBER. (MAXIMUM WEIGHT ESR-2289.24"MAXIMUM OC \_/ �-,/ BOUNDARY EQUAL TO 2 LAYERS I STAGGERED FOR 1 LAYER PARTITION TYPEA PARTITION TYPE B GYPSUM BOARD EACH I /-nl I GYPSUM BOARD EACH SIDE,16" NON-FIRE RATED PARTITION NON-FIRE RATED PARTITION ESPRESSO BAR PLUMBING STUB-UP KEY I SIDE PLUS APPLIED I I MAXIMUM OC STAGGERED FOR 2 WITH PARTIAL-HEIGHT WITH PARTIAL-HEIGHT 1 CWF STUB-UP SHEET TITLE: FINISHES) LAYERS GYPSUM BOARD EACH FINISH MATERIALS FINISH MATERIALS 2 CW STUB-UP i SIDE BUILDING DETAILS NOTE: NM: SEE SHEET A102-BUILDING A SECTION ACROSS PARTITION Og SECTION ACROSS BRACING GC TO VERIFY EXISTING CEILING STRUCTURE AND VERIFYFLOOR PENETRATION PLAN FOR IF DETAILS NOTED APPLY. FINAL DIMENSIONED LOCATION. SCALE:AS SHOWN nTOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE—SEISMIC PARTITION TO FLOOR SHEET NUMBER: aon:3"=r-o" n PARTITION/WALL DESIGNATION n PLUMB STUB—UPS AT ESPRESSO `* sub:12„=1,_D„ I sm�:,,/2„_ ,_D„ A501