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NArir , <br /> IA" ;!!;; 14011111, <br /> 102011 STARBUCKS COFFEE COMPANY <br /> STARBUCKS COFFEE <br /> COMPANY <br /> 2401 UTAH AVENUE SOUTH <br /> SEATTLE,WASHINGTON 98134 <br /> (206)318-1575 <br /> THESE DRAWINGS AND SPECIFICATIONS ARE <br /> CONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> PROPERTY OF STARBUCKS CORPORATION, <br /> WHICH IS THE OWNER OF THE COPYRIGHT IN <br /> THIS WORK. THEY SHALL NOT BE REPRODUCED <br /> (IN WHOLE OR IN PART),SHARED WITH THIRD <br /> PARTIES OR USED IN ANY MANNER ON OTHER <br /> PROJECTS OR EXTENSIONS TO THIS PROJECT <br /> WITHOUT THE PRIOR WRITTEN CONSENT OF <br /> STARBUCKS CORPORATION. THESE DRAWINGS <br /> AND SPECIFICATIONS ARE INTENDED TO <br /> EXPRESS DESIGN INTENT FOR A <br /> PROTOTYPICAL STARBUCKS STORE(WHICH IS <br /> SUBJECT TO CHANGE AT ANYTIME)AND DO NOT <br /> REFLECT ACTUAL SITE CONDITIONS. NEITHER <br /> FREE-STANDING MENU PARTY SHALL HAVE ANY OBLIGATION NOR <br /> (DESIGN VARIES) <br /> LIABILITY TO THE OTHER(EXCEPT STATED <br /> ABOVE)UNTIL A WRITTEN AGREEMENT IS FULLY <br /> EXECUTED BY BOTH PARTIES. <br /> 3/4"DIAMETER x 36"LONG ANCHOR BOLTS <br /> (F1554 GRADE 36,4 EACH) <br /> FINISHED GRADELI <br /> MENU BOTTOM DLR Group <br /> PLATE OUTLINE ALIGN <br /> 2' 7" <br /> #3 TIES(3 EACH) STAINLESS STEEL <br /> ANGLE TO CAP <br /> �I INTERIOR WALL. DO QOd� <br /> Z #4 @ 12"O.C. ION"' HEM BOTTOM EDGE 'V �'[n�]R L <br /> _II <br /> \ SIGN WITH BASE <br /> Y:..,b 1111 3/4'CONDUIT FOR M ; o AND PLATE COVER <br /> 120V AC(CENTER (BY STARBUCKS) <br /> in IN FOOTING) <br /> PLAN ` EXPOSED FOOTING <br /> -Ac/11"\--, ' ),„,_ ',..' , -- <br /> ��#5 VERTICALS STAINLESS STEEL <br /> (6 ) <br /> EACH A°I SHELF FINISH GRADE <br /> CONCRETE FOOTING <br /> Jr <br /> 2'-0" BEAR ON UNDISTURBED SOIL OR <br /> / N I <br /> I I <br /> COMPACTED STRUCTURAL FILL I I <br /> DIAMETER <br /> PRE—MENU BOARD FOOTING DRIVE THRU SHELF ®DT DIRECTIONAL SIGN - ENTRY <br /> 1 scae 1/2"=1'0" Revision Schedule <br /> O O scan 1 1/2"=1'0" scale 1/2"=1'0" Rev Date B Description <br /> Y p <br /> Z <br /> W <br /> J <br /> W <br /> 2 <br /> I <br /> 0 Oa <br /> 0 I > <br /> Q D 8°-6"CLEARANCEQ / 2 7 / Q < ›- <br /> 5y1/4" <br /> Z 'I Z <br /> W \ 7 Z D <br /> cc -i p o L/ "' <br /> > i o \ W w C� _ <br /> MMENU PANEL PIVOT 2 ap <br /> MINIMUM CLEAR DISTANCE `o - Q 0 p W <br /> M / /1' 5 1/ COORDINATE ANCHOR Z �/ Q / ~ O <br /> X 3p° FINISHED GRADE N :77BOLTS WITH SIGNAGE U LL = U W W = <br /> 2 / O 1' 0"/ <br /> M \ (1)CONDUIT ROUTE BACK \ VENDOR. <br /> TO ELECTRICAL PANEL � W W � W O W O <br /> U U �� \\ OUTLINE OF MENU BOARD I SIDE ELEVATION A"- <,'_^ e: `� #3 TIES(3 EA.) 1 1/2"DIA.HOLE FOR _ 0_ a N. <br /> L1J <br /> O z �,�� I_ ABOVE ��,• 6" ELECTRICAL CONDUIT <br /> STORE#: 3813 <br /> o Q <br /> Y ,o w �`',� i o a"_ -a 3/4"DIA.12"LONG ANCHOR PROJECT#: 15866-035 <br /> ' V i�� �,MI BOLTS;EMBED 6"MINIMUM. <br /> N v / — SIGN WITH BASE AND PLATE e_ #3 TIES @ 12 O.C.,TYP. rte, <br /> D COVER(BY STARBUCKS) ;a< � �� COORDINATE WITH SIGN BASE. CONCEPT: MCS <br /> <; #4 VERTICALS(4 EA.) <br /> c 2 M CONCRETE FOOTING SEE I 1/2"DIA.12"LONG ANCHOR PALETTE: <br /> p SECTION VIEW AT <br /> ADDITIONAL DETAILS FOR EXPOSED FOOTING ANCHOR DETAIL BOLTS;EMBED 6"MINIMUM. ISSUE DATE: 03!24/14 <br /> .c CONSTRUCTION BEAR ON UNDISTURBED COORDINATE WITH SIGN BASE. <br /> L I FINISH GRADE \ `.4, SOIL OR COMPACTED DESIGN MANAGER: JESSICA SWANN <br /> , _ , ,,, / <br /> N <br /> \ CONCRETE FOOTING \ \ 2' 0"DIA. STRUCTURAL FILL <br /> DEDGE OF CONCRETE CURB I O �/ ,' LEED®AP: <br /> U IQ 20'-0"(6M)TO CENTERLINE OF I I✓ PRODUCTION DESIGNER:DLR GROUP <br /> {� <br /> ORDER CONFIRMATION POST FRONT ELEVATION CHECKED BY: HELEN WONG <br /> a <br /> PRE-MENU 30 DEG DT CLEARANCE BAR 6 DT DIRECTIONAL SIGN FOOTING SHEET TITLE: <br /> scale: 1/2"=1'-0" Scale: 1/2"=1'-0" O scale: 1/2 =1-U" EXTERIOR DETAILS <br /> M <br /> M <br /> Cti SCALE: As indicated <br /> ,f' <br /> 0 <br /> SHEET NUMBER: <br /> N <br /> N - - A-2002 <br /> M <br /> 7430 Evergreen Way— Starbucks — B1404-012 <br /> ::1,,;', <br />