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FLOOR PLAN NOTES A. GENERAL CONTRACTOR TO VERIFYALL DIMENSIONS AND NOTIFY STARBUCKS CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS TO BE TAKEN FROM DESIGNATED DATUM 5•-g" 7'-4" 24 -01/2" POINT. >, B. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED = 20'-7" WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT ANY WALL ATTACHMENT AND/OR SIGNAGE. "DIM A" 81 D. ALL DOORS TO PROVIDE 36"(915MM) MINIMUM CLEAR ©2017 STARBUCKS COFFEE COMPANY N 19•- 1 1/2" OPENING WHEN OPENED TO 90 DEGREE POSITION 1 UNLESS OTHERWISE NOTED. Im UNISEX UNISEX STARBUCKS COFFEE t RESTROOM A RESTROOM B E. VERIFY ALL EXISTING DOORS, HARDWARE AND FRAMES COMPANY MEET STARBUCKS AND/OR CODE REQUIREMENTS. 01 2401 UTAH AVENUE SOUTH C 1 F. INSTALL 1/4" (6MM)GREEN BOARD ON BACKBAR WALL SEATTLE, WASHINGTON 98134 PER SPECIFICATION. (206) 318-1575 00 1 01 G. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS SHOWN OR NOTED OTHERWISE. THESE DRAWINGS AND SPECIFICATIONS ARE L E 01 O1 01 D 01 OS CONFIDENTIAL AND SHALL REMAIN THE SOLE c+1 D 10190 H. SEE SHEET A-6001 FOR EXTERIOR DOOR AND WINDOW PROPERTY OF STARBUCKS CORPORATION, N yo SCHEDULES. SEESHEETA-1101 FORTAGGED WHICH IS THE OWNER OF THE COPYRIGHT IN LOCATIONS OF EXTERIOR WINDOWS AND DOORS. THIS WORK. THEY SHALL NOT BE CAFE REPRODUCED (IN WHOLE OR IN PART),SHARED U 7 ENTRANCE o5 I. STARBUCKS VENDOR TO PROVIDE HARDWARE WITH THIRD PARTIES OR USED IN ANY MANNER SCHEDULE AND HARDWARE COMPONENTS. GC TO ON OTHER PROJECTS OR EXTENSIONS TO THIS m D 10790 INSTALL. PROJECT W ITHOUT THE PRIOR W BITTEN M D 10 E CONSENT OF STARBUCKS CORPORATION. J. G.C.TO VERIFY ALL EXISTING DIMENSIONS AND THESE DRAWINGS AND SPECIFICATIONS ARE t ° CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. INTENDED TO EXPRESS DESIGN INTENT FOR A Q 1 - - - - - - - - - - - - - - - b NOTIFY ARCHITECT IF ANY DISCREPANCY PROTOTYPICAL STARBUCKS STORE(WHICH IS /x _ _ _ _ _ _ _ _ _ _ _ _ SUBJECT TO CHANGE AT ANYTIME)AND DO p 1 10 yp " DIM A DIME NOT REFLECT ACTUAL SITE CONDITIONS. U DIM B DIM F NEITHER PARTY SHALL HAVE ANY OBLIGATION 6 01 DIM C DIM G NOR LIABILITY TO THE OTHER(EXCEPT STATED LO M SALES IN e DIM D ABOVE) UNTIL WRITTEN AGREEMENT IS m FULLY EXECUTED BY BOTH PARTIES. w B.O.H./ g DELIVERY CAFE G STARBUCKS TEMPLATE VERSION 12017.05.18 E ENTRANCE p2 N1O II 51 G" 61/2" 2•N-7•r-71/2" 0 -------- --------- — — — — -------------------------- — n KEYNOTES - • - 5858 Wilshire Blvd #200 T: 323.954.8996 o v V .S ---------------- -------- I Los Angeles, CA 90036 F: 323.954.8965 0 1 1 01 REFERENCE POINT www.valerloinc.com • info@valerioinc.com IEfl I I 02 LINE OF CASEWORK ARCHITECT p D 10086 02 1 l OFRECORD Aj?c,� M 11 n ENGINE 03 (N)6"CONCRETE CURB @SAFE,CURB TO BE FLUSH W/SAFE ��`�D Vgt�'7,r� I� l AND RECEIVE TILE FINISH. REFER TO DETAIL 07/1-5010.00 W C 9 -------------------------------------- ------ ------J ., LIC. NO. ♦ f'r1 Cl) I I I SIT-HERE U z ° rt I 04 (N)4"CONCRETE CURB @ FOOD CASE, CURB TO BE FLUSH .-+ C 24226 H ^I y F I I I BAR OS 01 W/FOOD CASE AND RECEIVE TILE FINISH. REFER TO DETAIL EXPIRES M I I 1 08/1-5010. �. 7a1-1eC\I Q. 1 _QMVE--I_ — _ — _ _ 9 ' •�c ZI G THRU 05 (E)STOREFRONT DOORS AND WINDOWS. OF D 1 I U 01 I I I I cc � I I o_ CD �I ? ICY) U0 `o rnl N 0)I } W 6� CY) V 73 06 z 0 O 0 = cc IY- 1 01 FLOOR PLAN Mc/) LU Oc/, U y Ij SCALE: / = 1 - L Q LU 0 Z ¢ U) Q cc U) W U W � Z 0 LO 0 Q 6 WALL BLOCKING WALL LEGENDCc a- LL O m Cl) STORE #: 10183 y SYMBOL ITEM WEIGHT HEIGHT AFF APPROX WIDTH REMARKS '10 NEW PARTITION WALL TO 6" v (152 MM)ABOVE CEILING PROJECT #: 27237-038 RESTROOM GRAB BARS 200 LBS 2'-6"TO 3'-0" 5'-0"AROUND WC < 1 > EXISTING WALL (MOISTURE RESISTANT CASEWORK CONCEPT: f l/ P'�^"9�"�� GYPSUM BOARD �o O- ISSUE DATE: RESTROOM/BACKER SIDE 00 E RESTROOM HAND SINK 200 LBS 3'-0"TO 3'-4" 2'-6" BEHIND SINK O5 NEW FURRED WALL � ONLY) DESIGN MANAGER: M. MONTENEGRO o TO 6"(152 MM)ABOVE LEEDC) AP: UPPER STORAGE(CUBBY) EXTENT OF UPPER GC TO PROVIDE BLOCKING AS REQ'D FOR a 20 GA 3-5/8" 86 MM) METAL STUDS 16" 4 CABINETS/SHELVES AT BACKBAR 300 LBS 6'-1"TO T-10" CUBBIES/SHELVES UPPER CUBBIES/SHELVES AT BACKBAR. CEILING ( ( O6 MM)O.C.TO PROGRAM MANAGER: STRUCTURE ABOVE WITH 5/8"(16 MM)GREEN BOARD ° DRIVE THRU COMMUNICATIONS 20 GA 3-5/8"(86 MM)METAL STUDS i6" (406 MM) O.C. ON RESTROOM SIDE TO CEILING AND 5/8"(16 MM)TYPE CHECKED BY: VALERIO Q 100 LBS 4'-O"TO 6'-6" EXTENT OF MERCH UNITS 4'-O"BEHIND POS AND BARISTA AT DT WINDOW "X"GWB ON OTHER SIDE TO MINIMUM 6"(152 MM p G EQUIPMENT WITH 5/8"(16MM)TYPE"X"GWB TOMINUMUMOF6" ) LEGEND D- (152MM)ABOVE CEILING GRID. DRYWALL SCREWS @ 12" ABOVE CEILING GRID. SECURE GREEN BOARD TO Revision Schedule BLOCKING AT MERCH BAYS 300 LBS T-6" EXTENT OF MERCH UNITS GC TO PROVIDE BLOCKING AS REQ'D FOR MERCH UNITS. (305 MM) O.C.,45 DEGREE METAL STUD STUDS WITH DRYWALL SCREWS AT 10"(254 MM)O.C.AT j REINFORCEMENT @ 48"(1219 MM)O.C.ABOVE CEILING PANEL EDGES AND 12"(305 MM)O.C.AT INTERMEDIATE Rev Date I By Description N LINE TO STRUCTURE ABOVE. SUPPORTS. 05-23-18 SS 90 PERCENT CD SET L 7 > a 11 ® NEW FULL HEIGHT WALL 1 06-06-18 SS 1ST SUBMITTAL SET NEW PLUMBING NEW PARTITION WALL WALL 6"(152MM) TO 6" (152MM)ABOVE 2 ABOVE CEILING CEILING(MOISTURE 0 EXISTING WALL 3 20 GA 6"(152 MM) METAL STUDS 16" (406 MM) O.C.WITH 5/8" RESISTANT GYPSUM (16 MM)MOISTURE RESISTANT GYPSUM BOARD ON BOTH BOARD BOTH SIDES) SHEET TITLE: SIDES TO MINIMUM 6" (152 MM)ABOVE CEILING. SECURE 20 GA 3-5/8"(86 MM) METAL STUDS 16"(406 MM)O.C. DATUM POINT INTERIOR FLOOR PLAN d MOISTURE RESISTANT GYPSUM BOARD TO STUDS WITH WITH 5/8"(16 MM) MOISTURE RESISTANT GYPSUM o DRYWALL SCREWS AT 10" (254 MM) O.C.AT PANEL EDGES BOARD ON BOTH SIDES. SECURE MOISTURE AND 12" (305 MM) O.C.AT INTERMEDIATE SUPPORTS. 45 RESISTANT GYPSUM BOARD TO STUDS WITH a DEGREE METAL STUD REINFORCEMENT @ 48" (1219 MM) DRYWALL SCREWS AT 10"(254 MM)O.C.AT PANEL SCALE:AS SHOWN O.C.ABOVE CEILING LINE TO STRUCTURE ABOVE. EDGES AND 12"(305 MM)O.C.AT INTERMEDIATE SHEET NUMBER: cc SUPPORTS. 45 DEGREES METAL STUD LINE TO STRUCTUREABOVE9 MM)O.C. ABOVE CEILING 1-1103