Laserfiche WebLink
GENERAL NOTES <br /> A. METAL COMPONENTS PROVIDED BY CASEWORK SUPPLIER <br /> UNLESS OTHERWISE NOTED. .� <br /> B. DIEWALL AND BOX BASES TO BE INSTALLED PRIOR TO <br /> FLOORING MATERIAL INSTALLATION. <br /> C. G.C. TO INSTALL BLOCKING BETWEEN DIEWALL BASE. <br /> D. ALL DIMENSIONS TAKEN FROM FRONTLINE DATUM POINT <br /> TO OUTSIDE CORNER OF DIEWALL BASE. <br /> ©2021 STARBUCKS COFFEE COMPANY <br /> E. BOX BASE (IF APPLICABLE) BUTTS UP AGAINST INSIDE <br /> FACE OF DIEWALL. PROVIDE SEALANT AT SEAM. STA R B U C KS° <br /> F. LEVEL BOX BASES TO BOTTOM RAIL OF WALL FRAME. 2401 UTAH AVENUE SOUTH <br /> SEATTLE, WASHINGTON 98134 <br /> (206) 318-1575 <br /> THESE DRAWINGS AND THE PROJECT MANUAL <br /> ARE CONFIDENTIAL AND SHALL REMAIN THE <br /> SOLE PROPERTY OF STARBUCKS <br /> CORPORATION, WHICH IS THE OWNER OF THE <br /> COPYRIGHT IN THIS WORK. THEY SHALL NOT <br /> BE REPRODUCED (IN WHOLE OR IN PART), <br /> SHARED WITH THIRD PARTIES OR USED IN ANY <br /> MANNER ON OTHER PROJECTS OR <br /> EXTENSIONS TO THIS PROJECT WITHOUT THE <br /> PRIOR WRITTEN CONSENT OF STARBUCKS <br /> CORPORATION. THESE DRAWINGS AND <br /> SPECIFICATIONS ARE INTENDED TO EXPRESS <br /> DESIGN INTENT FOR A PROTOTYPICAL <br /> STARBUCKS STORE (WHICH IS SUBJECT TO <br /> CHANGE AT ANYTIME)AND DO NOT REFLECT <br /> ACTUAL SITE CONDITIONS. NEITHER PARTY <br /> SHALL HAVE ANY OBLIGATION NOR LIABILITY TO <br /> THE OTHER (EXCEPT STATED ABOVE) UNTIL A <br /> WRITTEN AGREEMENT IS FULLY EXECUTED BY <br /> BOTH PARTIES. <br /> STARBUCKS TEMPLATE VERSION: i2021.04.23 <br /> ARCHITECT OF RECORD <br /> THIS DRAWING IS A DESIGN <br /> DEVELOPMENT DOCUMENT. <br /> SITE SPECIFIC MODIFICATIONS <br /> MADE UNDER THE RESPONSIBLE <br /> CHARGE OF THE ARCHITECT <br /> AND/OR ENGINEER-OF-RECORD <br /> WILL BE REQUIRED PRIOR TO <br /> USING THIS DOCUMENT FOR <br /> BIDDING, PERMITTING, OR <br /> CONSTRUCTION. <br /> 31'-4" <br /> 7'-4., <br /> / 5'-8" <br /> O O <br /> M O <br /> N <br /> 4/r/1 111A V1 lKly <br /> LI; j L L <br /> 1 - - - - - - — <br /> 1' 3" 1' 3" 1' 3" 2' 6" 1' 3" <br /> 1'- 10 1'- 11 1' 2'- 11 1'-8" 81/2" 0 <br /> 4'-0" 4'-61/4" 91/2" <br /> _ -r-- Z <br /> ZEPHYR MINI POS 05-02 'rjESP 10-01 - N D <br /> 15'-4 1/4" 2'-5 1/2" 0 2'-6" 10'-7 1/2" o z 0) O <br /> NIT 13-01 xCBE 02-05 <br /> � QU <br /> N � <br /> 1'-3" 1'-3" 1'-3" 2'-6" 2'-6" 1'-3" 5'-41/4" 2'-51/2' 2'-6' 1'-41/2" 2'-6' 1'-3' 1'-4" 2'-6" 1'-8" Uj < U Z <br /> BRW 01-02 i DTW 05-01 i 00 <br /> W Z Z <br /> � o w0CY <br /> / fn <br /> Q � Q <br /> 3: <br /> 1-- <br /> 0 U W U <br /> C14 w <br /> N LUEI U <br /> - ° O L(') 0O z <br /> M � II O III 0 � <br /> N N Q_ Q_ W W <br /> L—A 0 e <br /> II I <br /> W - --- - ----- - - STORE #: 20685 <br /> I I M aPROJECT #: 59335-039 <br /> ISSUE DATE: CHECKSET <br /> DESIGN MANAGER: J.RAMOS <br /> I I PRODUCTION DESIGNER: S.KIM <br /> I I <br /> I I CHECKED BY: <br /> iv "' Revision Schedule <br /> ILNN C4 Rev Date By Description <br /> 00, <br /> SHEET TITLE: <br /> ENLARGED CASEWORK <br /> PLAN <br /> N SCALE:AS SHOWN <br /> 1 ARCHITECTURAL - CASEWORK PLAN <br /> scae: 1/2" = V-0" SHEET NUMBER: <br /> 1102. 1 <br />