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le J�O J�O O\ O� OA O�P� ©2020 STARBUCKS COFFEE COMPANY ��\ �� STARBUCKS" 2401 UTAH AVENUE SOUTH SEATTLE, WASHINGTON 98134 (206) 318-1575 THESE DRAWINGS AND THE PROJECT MANUAL ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS CORPORATION. THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE AT ANYTIME)AND DO NOT DRYWALL FRAMING EXISTING SLAB I NEW FLOOR PATCH I EXISTING SLAB MTL STUDS (PER WALL TYPE) @ 16" REFLECT ACTUAL SITE CONDITIONS. NEITHER TAPE AND SPACKLE -` TO MATCH ADJ. EXISTING O.C. TO UNDERSIDE OF ROOF — + PARTY SHALL HAVE ANY OBLIGATION NOR TYP STRUCTURE, TO MIN OF 6"ABOVE LIABILITY TO THE OTHER (EXCEPT STATED (N) CONC. AT UTILITY SUSP CLG OR TO UNDERSIDE OF ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY SCREW TRENCH AREA I #4 @ 24" O.C. I EXIST SOFFIT OR CLG. MTL STUDS TO 4X6 BLK'G (FLAT) @ EA. SCREW EXECUTED BY BOTH PARTIES. EACH WAY MEET ESR-2281. e-• DRILL INTO (E) R FRY REGLET CORNER „• ' ;r.,,, (MAX.) CONC. SLAB F EQ @ AI SIDE @ EOA. STUD STARBUCKS TEMPLATE VERSION: 12020-01-31.1 •,• �,.,,•,,,, ;,`..,, ,•^ ,; 5" MIN. 9" MIN. 5/8" FIRE RATED DRYWALL, BOTH EXISTING ROOF TRIM MODEL '•- SIDES, TO MIN OF 6"ABOVE CLG. STRUCTURE #DMCT-375 TYP. I TYPE "S" DRYWALL SCREWS @ 8" 20 GA 3-5/8" MTL STUD BRACING ARCHITECT OF RECORD OC TO VERTICAL EDGES & 12" OC @ 48"OC. ATTACH TO PARTITION U) -c:5 > ._ a TO INTERMEDIATE STUDS. ALTERNATE FRAMING & ROOF STRUCTURE W/ � o a STAGGER JOINTS 24" OC, EA SIDE BRACE LOCATION MIN. 4-#10 PAN HEAD TYPE "S" Cz a' FRAMING C=_ � a� —�� (ESR-2281) Cz SCREWS. USE LATERAL BRACING " " a _ g FRAMING DOES ' - � � � _ `_' NAIL STUD RUNNER TO FLOOR W/ WHEN PARTITION TYP �,n _ , '- :.s,;•�...-,. � '•;_•_;-•: •'-,'::,:: ,�- ,y .� •.z,: HILTI X-U FASTENERS, 1-1/4" MIN NOT ATTACH TO ROOF TAPE AND SPACKLE �+ '" • '~� �' _ _ PENETRATION 32" O.C., STRUCTURE. (ESR-2281) =1' l � =11 �I 1=1 —III @ m c g a r c h i t e c u r e - o o — , _ IIIIIIIII ��F �� 11110i �1��1:a �11 III 111�1f0�'`� ��I 11 11-111-111 MAXIMUM. - — — — =1 1 OI I I I=I I =� =� �_� =� = = = = = (L.A.R.R. #25675/ICC ESR#2269) 15635 Alton Parkway, Suite 100, Irvine, CA 92618 1/4"THICK _- O O O �,. O III _ SUSPENDED CLG, AS OCCURS. P:949.553.1117 F:949.474.7056 GUSSET PLATE, TYP. SCREW (TYP) _ o —III i_ —i —I 1=1 1=1 1=1 — EXIST CONC SLAB SEE CLG PLAN FOR CLG 0 ARCHITECT STAMP 0 "'`, .'•' LAP NEW VAPOR NEW 5/8" DIA. DOWELS X 18" LONG COMPACT HEIGHTS LA FRY REGLET CORNER - - _ BARRIER O/EXISTING @ 24" O.C. SMOOTH STEEL SLIP SUBGRADE TRIM MODEL MIN OF 6" SET IN SAND DOWELS - DRILL AND EPDXY INTO NOTE: V� P�'EWIN #DMCT-375 EXISTING FLOOR SLAB SECTION AT FLOOR SECTION AT CEILING METAL STUD SIZES ARE PER WALL TYPE AND WALL SCHEDULE ON SHEET A101. • - 1839 9 GUSSET DETAIL (*15 FRY REGLET CORNER TRIM TR ��H DETAIL NEW PARTITION WALL TO 6" ABOVE CEILING Scale: 3"= V-0" scale: 6"= V-0" scale: 1 -0" Scale: 1"= V-0" 9j �tiP F CALIFO� 2X6 BLK'G (FLAT) @ EA. SCREW CONN. WITH SIMPSON A34 OR EQ. @ EXISTING ROOF EA. SIDE @ EA. STUD STRUCTURE 20 GA 3-5/8" MTL STUD BRACING @ 48" OC. ATTACH TO O O O PARTITION FRAMING & ROOF STRUCTURE W/ MIN. (3) 3/8" PAN ALTERNATE HEAD TYPE "S" SCREWS. USE LATERAL BRACING WHEN BRACE LOCATION PARTITION FRAMING ES DOES )NOT ATTACH TO ROOF _ `O� \A0 \A0 Q E SUSPENDED CLG, AS OCCURS. �O\A �O� �O& O Q �e SEE CLG PLAN FOR CLG = T--- Z QHEIGHTS `'C`(i `'C`(i `A`�`(i Z LO UI � WALL PAINT; SW7570-SG .— G 0) 0 = 1/2"WOOD TRIM; WD0073 �� NS �� 6i Q U Z EI Z Z NOTES (3) o m O m z m Q 0 1 V-7"AFF (CW SUPPLY) H H 3 O Cn O � 06 0 Q � LU w �I O V-6"AFF (CWF SUPPLY) O LO O O Z NO V-5"AFF (HW SUPPLY) 14'-8" (4470MM) MIN. BLOCKING (VIF) 0_ ! 0_ I m O VARIES: 1/4" PER FT. FALL (ABS 2"WASTE LINE) EQ 14'-0" (4267MM) (VIF) EQ STORE #: 20685 I PROJECT #: 59335-039 N 1'-9 1/2"(546MM) 1'-9 1/2" (546MM)oz ISSUE DATE: CHECKSET c_ BACKBAR TILE @ EXPOSED WALL N SURFACE BETWEEN BOTTOM OF WOOD TRIM � QUAD. RECEPTACLE DESIGN MANAGER: J.RAMOS PRODUCTION DESIGNER: S.KIM AND TOP OF BACKSPLASH WITH (1 OF 2) N 1/4" GREEN BOARD TILE SUBSTRATE BY GC r— ------------------------------------ ------------'------------------------ -- CHECKED BY: E I MCG PROJECT#: 21324 U r— r— - I CENTER OF MENU BOARDS AT MCG PROJ. MANAGER: J.SPENCER p SOLID SURFACE COUNTERTOP off+ _ - — � � — — C�� — T -4" (2235MM)A.F.F. MIN., MCG PROJ. SPECIALIST: S.KIM E W/ INTEGRAL BACKSPLASH 2 2 a ��J �r�J I 8' -6" (2590MM)A.F.F. MAX. O 00 I —1 L I I i� o SEE INTERIOR ELEVATIONS 2'-10"A.F.F. (BACKBAR COUNTERTOP) Y C z o o I v FOR ACTUAL DIMENSION Revision Schedule W 0 � _ O I _ Rev Date By Description UTo co ItI N z w I o U ELECTRICAL cn N OUTLET W \ I �- - 3/4" PLYWOOD BLOCKING d iv SECURED TO STRUCTURE L— -------------------------------------------------- . ------------------------- BEHIND WALL FINISH, iv �� ' � 4" (102MM) MIN. OFFSET(TYP.) CENTER OF MENU 2-DATA PORT NOTE: ELECTRICAL AND LOW SHEET TITLE: N ASSEMBLY (1 OF 2) VOLTAGE COMPONENTS CONSTRUCTION O �� ti ARE FOR FUTURE DIGITAL MENU BOARDS. DETAILS c'7 TILE BASE; SEE DETAILS SCALE: AS SHOWN N CD ON I-1109 WALL SECTION AT BACKBAR - SHELVES INFRASTRUCTURE FOR FUTURE DIGITAL MENU BOARDS SHEET NUMBER: scale: 3/4"= V-0" scale: 3/4"= V-0" 15 0 2