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CORRUGATED METAL DOORS; Zr FINISH TO MATCH BUILDING CANOPY 6" GALVANIZED STEEL TUBE; TOP SEAL AND PAINT TO METAL ROOF; MATCH DOORS (TYP.) FINISH TO MATCH SOLAR LIGHT BUILDING CANOPY METAL ROOF; FIXTURE; FINISH TO MATCH / POLE BUILDING CANOPY _ TO TOP OF MOUNT 2" CMU CAP (TYP.) ©2011 sraReucKs coFFee ENCLOSURE -- r— --- ------------------ ------- ----------------------------------J�—� WALL E I I F_-- --'�-------------------------------- STARBUCKS COFFEE LO I I o E o --------------------------------- -- ---------------------------------- i COMPANY ===================-==========------------------------------- �_� �___�________________________________� 2401 UTAH AVENUE SOUTH oSEATTLE, WASHINGTON 98134 E I I I I I I I I 0 2" CMU CAP 1 1 1 1 0 E I I \ I I (206) 318-1575 (TYP.) I I I I O I I I I I I I I iv � I I \ I I THESE DRAWINGS AND SPECIFICATIONS ARE ., I I I I CONFIDENTIAL AND SHALL REMAIN THE SOLE IL PROPERTY OF STARBUCKS CORPORATION,WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. GALVANIZED GALVANIZED THEY SHALL NOT BE REPRODUCED(IN WHOLE OR IN LOCKABLE i LOCKABLE PART), SHARED WITH THIRD PARTIES OR USED IN AN SLIDE BOLT SLIDE BOLT MANNER ON OTHER PROJECTS OR EXTENSIONS T WITHOUT0THIS PROJECT o E CONSENTT OF STARB CKS CORPORATION. THESE ESE WRITTEN� 8" CMU BLOCK - o Q LO DRAWINGS AND SPECIFICATIONS ARE INTENDED TO WALL(TYP.) = M EXPRESS DESIGN INTENT FOR A PROTOTYPICAL cv 8" CMU STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE BLOCK AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE 06 E WALL(TYP.) CONDITIONS. NEITHER PARTY SHALL HAVE ANY U E OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT L) 00 BOLLARD; PAINT BOLLARD; PAINT Zo E STATED ABOVE)UNTIL A WRITTEN AGREEMENT IS TO MATCH CMU TO MATCH CMU � N FULLY EXECUTED BY BOTH PARTIES. 1 WALL WALL O (2) HEAVY DUTY BOLLARD; ARCHITECT OF RECORD CANE BOLTS (2) HEAVY DUTY PAINT TO m CANE BOLTS MATCH N R �U QJ QJ � • CMU WALLco o M1 /)z U U-) -7 -7 -7 r 0 0 � U) ___ _________________________________________________________ __ PAVING OR mcg architecure N w I [ __ _________________________________________________________�-- II 00 U) z W – I – CONCRETE w � I I I I I 15635 Alton Parkway,Suite 100, Irvine,CA 92618 CV m O 11 I I 1 11 SLAB < Z w �– L— --I-- – ----L– --L— P:949.553.1117 F:949.474.7056 CV � (� W Q �-- T � I � T—J--F-1--I C� w � 1--1-- ----------------------------------------------------------�--I--L--- 0° (D � 1 1 I I I II Uj w � 5 1 1 U) w I--L-------- ----1----L----I---- ----11---- ARCHITECT STAMP U � z O 1 I ENCLOSURE w F_---- 1 �� ENCLOSURE o j O ry I I FOOTING; SEE z 0 I I II FOOTING; SEE SED A c oL ---+-----4-----------------------------------------------------------l_- 4---J STRUCTURAL FOR O I I 11 STRUCTURAL FOR G�,�P�,EWIlv�� 5',� m I I I I SIZE AND REINFORCING L----------------------------------------I SIZE AND F-p 0 BOLLARD I I I I I REINFORCING -� N - - FOOTING; SEE I I 1 1,4BOLLARD FOOTING; I 1839 L STRUCTURAL. --a-L—_—_ I L———— SEE STRUCTURAL. BOLLARD FOOTING; g/ L_ _jSEE STRUCTURAL. 1 _0 (� FRONT ELEVATION SIDE ELEVATION "B" F CALIFOQ' Yscale: 1/2"= V-0" v scale: 1/2"= V-0" (D 0 U) c� U Q METAL ROOF; FINISH TO MATCH o BUILDING CANOPY METAL ROOF; FINISH TO MATCH J co c' BUILDING CANOPY O Zr —---- ------------------------1t------ O_ N U 1 ------------------ 11 - . ------ 1 �b 2" CMU CAP (TYP.) < w Lo------ I I I o —� \ C: -------------------------------I�----- --- ---- -, ------------------------------- -- * --------------------------------------------------------- Q Q _ ---- � ( L) E 0 06 V o 11 I E W } 2" CMU CAP (TYP.) o ---___ W LL Z Q II II o f z LL Q cr;s II II I I oQ 11 11 N ~ V II II W W Q O U 1-0 4x4 � v 1 DOWNSPOUT 0 1 CONNECTED 1 TO DRAINAGE a a O 8" CMU BLOCK SYSTEM 't WALL(TYP.) 1 STORE #: 5470 X4x4 DOWNSPOUT PROJECT #: 03030-052 m 1 CONNECTED TO co1 1 DRAINAGE SYSTEM CASEWORK CONCEPT: CORE 1 LO ISSUE DATE: CHECKSET 2-10-20 00 04 1 ~ N PROGRAM MANAGER: M.DREBIKA 1 00 BOLLARDio E STORE DESIGNER: M.DREBIKA ; 1 -1 N PAINT TO LEED�AP: N/A X I MATCH 1 pp - CHECKED BY: A.FELDMAN CMU WALL c MCG PROJECT#: 18531 o j I I MCG PROJ. MANAGER: C.LEE 1 MCG PROJ.SPECIALIST: S.PARK L) 1 0 Revision Schedule 00 I I I I 1 1 w Q z I I Rev Date By Description �I-- L L I L L U) z w o FOUNDATION; T— --�— —�-- — ----r— --I-- —�-- — -- Q O SEE STRUCTURAL I I I I I 1 _ _ °� (D w 0 � 1____L____L__—J____1____L____I___- (nWQ� I I I I I I I I FOR SIZE AND IL I w – I w Q z z 0 ENCLOSURE —J 1 � I �-- 1_ L_ I �-- L_ � REINFORCING I — 0 —T-- -- —1--I--L— --L—T --�— --I-- — ----T— — -- ----T— �— m zO 11 I j 0 FOOTING; SEE I I I I I I I I I I I 1 ! (D W BOLLARD IL----I------------- — STRUCTURAL L--i---- ----L----L----I---- ----L----L-------- ----L----L----1----1----L--- cn w --- w m 0 :5 FOOTINGI I FOR SIZE AND I I tY z 0 SHEET TITLE: p, BEYOND; SEE REINFORCING Q ow STRUCTURAL. ►I L----------------------------------------------------------------------------- > TRASH ENCLOSURE d7 , SIDE ELEVATION "A" BACK ELEVATION SCALE:AS SHOWN O N scale: 1/2" = V-0" O SHEET NUMBER: N co N co A505