1010 N BROADWAY 2023 STARBUCKS Plans 2025-06-30

A, TYPICAL STARBUCKS DETAILS SHOWN FOR REFERENCE ONLY.SEE MEP DRAWINGS FOR ADDITIONAL INFORMATION. ©sou sttuaeucrcs coFcss comcnHr STARBUCKS' 2401 UTAH AVENUE SOUTH SEATTLE,WASHINGTON 98134 (206)318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION,WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK.THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN PART), EQ EQ 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 r----- -------_- SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL L _ STARBUCKS STORE(WHICH NOTSUBJECT TO CHANGE AT ANYTIME)AND DO NOT REFLECT T 1 2 3 3 3 3 ACTUAL SITE CONDITIONS.NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO DIEWALL ALL CONDUIT THE OTHER(EXCEPT STATED ABOVE)UNTIL A DIMENSION STUB-UPS TO WRITTEN AGREEMENT IS FULLY EXECUTED BY DATUM POINT BE WITHIN THIS BOTH PARTIES. BOUNDARY 4 DX MIN,FLOOR OR ROOF DECK,TYP THROUGHOUT THIS DETAIL ESPRESSO BAR ELECTRICAL STUB-UP KEY STARBUCKS TEMPLATE VERSION:i2021.10.22 Li 2 X 6(MIN)FLOOR OR ROOF FRAMING AT 24"MAX OC, 1 3/4"LAN CONDUIT TYP THROUGHOUT THIS DETAIL -� 2 3/4"LAN CONDUIT TO MANAGER'SWORKSTATION ARCHITECT OF RECORD �/� ��\ 3 3/4"ISOLATED GROUND POWER CONDUIT / \ NOTE: SEE SHEETA102-BUILDING FLOOR PENETRATION _ / PLAN FOR FINAL DIMENSIONED LOCATION. -;' GRAPHITE I ( �ELEC STUB—UPS AT ESPRESSO BAR GRAPHITE DESIGN GROUP,LLC,ARCHITECTS J -- - -- 1807 7TH AVENUE,SUITE 700 rNEST.ED TU TIONS INDICATED HER: 1 1/2"=V T SEATTLE,WA 98101 S(20GA MINIMUM,UON)OR (206)224-3335 (20GO MINIMUM,PERUON)ES 12 ALLOW 1/2"DEFLECTION.TRACKS PER ES o12 REPORTESR-1042. g STUDS CUT I/2"SHORT TO ALLOW FOR 112" 9` WREGID DEFLECTION ti ao¢ FINISH MATERIALS(WHERE OCCUR)HELD 3 FOR 1/2"RT FL TOP N,TRACK SCREW ?� 1-8 SJAMO N LEE HILL FOR H DEFLECTION.DO NOT SCREW .� EQ EQ FINISH MATERIALS INTO TOP TRACK- FASTEN INTO STUDS ONLY ---- ------- ------- ------ ACOUSTICAL SEALANT IN 1/2"DEFLECTION -- ------- ------- ------ nn P AT PARTITIONS WITH ACOUSTICAL n��_ -n��I-W INSULATION IL.Oq PARTITION PERPENDICULAR TO CLT PANEL L------ J DIEWALL w DIMENSION ALL CONDUIT STUB- DATUM TERSECTION OF NON—RATED PARTITION W/SDLID—LUMBER STRUCTURE AND THIS BOUNDARY = nPLYWOOD DECK ABOVE POS ELECTRICAL STUB-UP KEY 1 314"POWER CONDUIT I U ELC ETRICAL PANEL O 2 1/2"PHONE TO MANAGER'S DESK OPTION FOR PARTIAL-HT 3 1/2"DATA CONDUIT TO MANAGER'S DESK e' FRAMING,WITH BRACING 4 1/2"SECURITY TO MANAGER'S DESK N 14 7 5 3/4"LAN CONDUIT TO POS/SAFE N 6 3/4"POWER CONDUIT FOR PASTRY CASE 8 7 A501 A501 A501 A501 } Q � NOTE: SEE SHEETA102-BUILDING FLOOR PENETRATION Q Q METAL STUDS(PER ES / / PLAN FOR FINAL DIMENSIONED LOCATION. B A MAXIMUM HEIGHT' -0" / / LU � 3 AT SINGLE BRACE-FASTEN n ELEC STUB—UPS AT POS ANGLE TO BRACE WITH(4)NO 10 L ¢ 0 m SCREWS. I FINISH MATERIALS VARY saa 1 1/2"=1'-0" Z ¢ IMUM -- --- - ATDOUBLEBRACE-FASTEN y (MAXEHT EQUAL TO2 � 010 O W Z I DOUBLE BRACE TO BOTH "o LAYERS -r / w ¢ ° ----- -- - ----- O p 3"X 3"X 3"ANGLE(18 ANGLES WITH(6)N010 SCREWS >w LL GYPSUM BOARD EACH SIDE FOR WALLS TO 1AT BRACE \ GA MIN),FASTENED TO §� THROUGH BRACE AND BOTH z z° PLUS lY M , WITH382S137-33 AT 8'-0" + + + ) - o a o:z I I a W 0_ r W TRACK BRACED ANGLES cd o o APPLIED FINISHES) MAXIMUM ONA E IR EACH WALL I - -°p END.ALTERNATE DIRECTION OF + ± + PER DETAILAT RIGHT _J 0z _ FASTENERS: BRACES ALONG LENGTH OF ------------ - - �o� AT PLYWOOD FLOOR(MINIMUM 7„ STORE#: 22817 WALLWHERE POSSIBLE.10'.0" I - ------ ------ ozmo I I 314"CDE(2)NOBX1"WOOD o o wf-" EQ EQ PROJECT#: 60007-039 MAXIMUM LENGTH OF BRACING _ 3 ¢�z g MEMBER. ¢0 I SCREWS AT24"MAXIMUM OC m m ISSUE DATE: 10/27/2023 I 18GA MINIMUM moo: _ _-�-- --- a o STAGGERED FOR I LAYER z DEEP LEG TRACK OR o a° I I z 0 i z z z x -- - --- DESIGN MANAGER: GRAPHITE FOR WALLS TO 15'-0"-BRACE n GYPSUM BOARD EACH SIDE,i6" LL p 0.° ° a r-- O PRODUCTION DESIGNER:GRAPHITE WITH DOUBLED 382S137-33 AT I SLOTTED TRACK,JON E - I MAXIMUM OC STAGGERED FOR F " "Z - > > ANGLE TO TRACK WI'fFi(8)NO .w o 5 0 3 0 -- -� CHECKED BY: GRAPHITE 8'-0"MAXIMUM OC AND AT EACH I E 10 SCREWS r; y LAYERS GYPSUM BOARD EACH 5°y S y z —I- METALSTUDS, ¢ WALL END.ALTERNATE ' o x I SIDE DIRECTION OF BRACES ALONG I CUT AT DOUBLE BRACE-FASTEN z H 0 °- Revision Schedule LENGTH OF WALL.FASTEN I I 3/4"SHORT FOR $ $ (2) ¢3 0 qq AT CIP CONCRETE AND POST- 5 5 1 2 w Rev Date By Description DOUBLED STUDS TOGETHER 3I4"DEFLECTION ,� ANGLES TO TRACK WITH(8) a a co va I TENSIONED ROV DE HILT�X-U OETE FLOOR: A501 A501 WITH NO 8 SCREWS AT 24" FINISH MATERALS NO 10 SCREWS AT EACH dd DIEWALL ALL CONDUIT MAXIMUMOC.10'-0"MAXIMUM VARY ANGLE I DIAMETER POWDER-ACTUATED °o STUB-UPS TO LENGTH OF BRACING MEMBER. (MAXIMUM WEIGHT FASTENERS,EMBED 3/4"PER DIMENSION BE WITHIN THIS EQUAL TO LAYERS I I ESR-22%24"MAXIMUM OC \�/ \�/ DATUM POINT BOUNDARY I GYPSUM BOARD EACH STAGGERED FOR 1 LAYER PARTITION TYPE A PARTITION TYPE B SIDE PLUS APPLIED GYPSUM BOARD EACH SIDE,16" NON-FIRE RATED PARTITION NON-FIRE RATED PARTITION ESPRESSO BAR PLUMBING STUB-UP KEY FINISHES) i MAXIMUM OC STAGGERED FOR 2 WITH PARTIAL-HEIGHT WITH PARTIAL-HEIGHT 1 CWF STUB-UP SHEET TITLE: qO SECTION ACROSS PARTITION O I z SIDE LAYERS GYPSUM BOARD EACH FINISH MATERIALS FINISH MATERIALS 2 CW STUB-UP BUILDING DETAILS B SECTION ACROSS BRACING m� NOTE: NOTE: SEE SHEET A102-BUILDING GC TO VERIFY EXISTING CEILING STRUCTURE AND VERIFY FLOOR PENETRATION PLAN FOR IF DETAILS NOTED APPLY. FINAL DIMENSIONED LOCATION. SCALE:AS SHOWN STOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE—SEISMIC s�.3"=1'-O- -- nPARTITION TO FLOOR PARTITION/WALL DESIGNATION PLUMB STUB—UPS AT ESPRESSO SHEETNUMBER: etia 1/2"=V-0° _—— — _ _— — 1 ewa 11rz"=r-o" A501