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1600 - Food Program
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PR0547120
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Entry Properties
Last modified
10/12/2021 4:35:14 PM
Creation date
10/1/2021 1:39:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0547120
PE
1624
FACILITY_ID
FA0026728
FACILITY_NAME
STARBUCKS COFFEE #5470
STREET_NUMBER
1810
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
CURRENT_STATUS
01
SITE_LOCATION
1810 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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i <br /> i <br /> HSS COLUMN, SEE PLAN <br /> SEE 1A FOR INFO. NOT SHOWN SEE FOOTING SCHEDULE&/ <br /> _ PLAN FOR COL.&BASE <br /> PLATE SIZES Iv <br /> 1/4 TYP. <br /> iv 2 1/2" 6" 1 1/2" (4)3/4"0 x 12"A.B. <br /> w/DBL. NUTS <br /> STEEL COLUMN 1/4 O <br /> HSS POST PER PLAN - SEE PLAN N w CONC. BLOCK 36"SQ. <br /> 1/4 - WALL <br /> 1/2"THK. PL. "' _ N SEE PLAN BOX-OUT ©2017STARBUCKS COFFEE COMPANY <br /> A A w/(2)3/4" A.B. M <br /> UU `o <br /> (2)#5 HORIZ. - z o EQw STEEL COLUMN STARBUCKS COFFEE <br /> EQ. . SEE PLAN <br /> m EQ. EQ. (DII II COMPANY <br /> w 5" 5" (4)#5 VERT. w/ III z w 2401 UTAH AVENUE SOUTH <br /> #3 TIES @ 4"O.C. #3 TIES @ 8" O.C. 1 1/2"MIN. = O~ Y SEATTLE, WASHINGTON 98134 <br /> @ 1A DRYPACK III 00 _ (206)318-1575 <br /> .61 *qE�TAIL A-A 1B DETAILA -A <br /> THESE DRAWINGS AND SPECIFICATIONS ARE <br /> CONFIDENTIAL AND SHALL REMAIN THE SOLE <br /> N <br /> U PROPERTY OF STARBUCKS CORPORATION, <br /> QO 8" PAD FTG.-SEE PLAN - <br /> N m WHICH IS THE OWNER OF THE COPYRIGHT IN <br /> NI FOR SIZE&REINFORCMENT THIS WORK. THEY SHALL NOT BE <br /> REPRODUCED (IN WHOLE OR IN PART), SHARED <br /> 0 WITH THIRD PARTIES OR USED IN ANY MANNER <br /> U � <br /> 0 SCALE: N.T.S. 2 SCALE: N.T.S. � SCALE: N.T.S. ON OTHER PROJECTS OR EXTENSIONS TO THIS <br /> rnl PROJECT WITHOUT THE PRIOR WRITTEN <br /> CONSENT OF STARBUCKS CORPORATION. <br /> THESE DRAWINGS AND SPECIFICATIONS ARE <br /> co <br /> INTENDED TO EXPRESS DESIGN INTENT FOR A <br /> 06 PROTOTYPICAL STARBUCKS STORE (WHICH IS <br /> U SUBJECT TO CHANGE AT ANYTIME)AND DO <br /> NOT REFLECT ACTUAL SITE CONDITIONS. <br /> U <br /> NEITHER PARTY SHALL HAVE ANY OBLIGATION <br /> 0- NOR LIABILITY TO THE OTHER(EXCEPT STATED <br /> C:)f 1 ABOVE) UNTIL A WRITTEN AGREEMENT IS <br /> f� NOTE: FULLY EXECUTED BY BOTH PARTIES. <br /> LOi COMBINE FOOTING <br /> m (2)#5 HORIZ. w/BOLLARD FTG. ARCHITECT OF RECORD <br /> 00 SEE 2 WHERE APPLIES mcg architecture <br /> _I <br /> 11/2" oo � m • <br /> FOR INFO NOT SHOWN. CLR. HSS COLUMN . <br /> LO SECT.A-A TYP. SEE PLAN o <br /> 00 <br /> 8"CONC. BLOCK <br /> O #5 VERT. @ 16"O.C. CENTERED FIN.SURFACE-SEE ARCH'L. SLAB (E)STUD WALL " <br /> N x #5 HORIZ. @ 48"O.C.CENTERED 3/16 iv U REINF. PLYWOOD "' <br /> Q #4 DOWELS @ 18"O.C. <br /> N GROUT SOLID ALL CELLS --- SEE ARCH'L. WHERE OCCURS <br /> Zo SPECIAL INSP. REQ-D. PAVEMENT SIMPSON'SET-XP' EPDXY 15635 Alton Parkway,Suite 100, Irvine,CA 92618 <br /> N INSTALL PER 1CC-ESR 2508 2x STUDS @ 16"O.C. P:949.553.1117 F:949.474.7056 <br /> �I #3 @ 18"O.C. (WHERE CURB OCCURS) J Z III III III III SPECIAL INSPECTION REQ'D OA <br /> C) <br /> #4 CONT. (WHERE CURB OCCURS) = 2x P.T.D.F. SILL PL. ARCHITECT STAMP <br /> -1 (3)#3 TIES @ 1 1/2"O.C. w/5/8"0 BOLTS <br /> p0j #4 DOWELS z N III AT TOP N _III—III @ 48"O.C. <br /> N w III—IIIIII <br /> Al <br /> @ 24"O.C. a #3 TIES @ 12"O.C. z <br /> 777 <br /> L 24 M U A A l <br /> 6 � U <br /> aIII IIIIII 1 <br /> � (4)#5 VERT. L/1 <br /> Z J <br /> U - Z w= <br /> CONC. SLAB _ _ <br /> _F- <br /> W g v SEE PLAN ih STEEL PLATE #4 CONT. 12 = w <br /> _ SEE PLAN (E)FOOTING o0 <br /> 00 @T&B < <br /> • ---= 1 —III- <br /> 3" CLR. <br /> TYP.p L,(3)#5 24"0 <br /> 5 MIN. SEE (2)#5 @ T&B <br /> It <br /> U @ TOP & BOTTOM EMBED ARCHL. <br /> M <br /> Y� �������� <br /> L <br /> U <br /> Q <br /> 7 SCALE: N.T.S. U � <br /> N � SCALE: N.T.S. �)SCALE. N.T.S. �)SCALE: N.T.S. J <br /> 0 <br /> N <br /> Q <br /> Q � � <br /> Q <br /> O <br /> Q <br /> o 06 U) <br /> V,I LU <br /> LU <br /> V) zLL Q Q ~ <br /> U U a <br /> LU U W o U <br /> U � � � O <br /> (6 ^ <br /> 00U) <br /> J <br /> I <br /> 0 <br /> r— STORE #: 5470 <br /> PROJECT #: 03030-052 <br /> x <br /> m <br /> V) PROFILE TYPE: CORE <br /> ISSUE DATE: CHECKSET 2-10-20 <br /> C'`) PROGRAM MANAGER: M.DREBIKA <br /> LO <br /> 00 STORE DESIGNER: M.DREBIKA <br /> X LEED®AP: N/A <br /> D CHECKED BY: A.FELDMAN <br /> ED <br /> U) MCG PROJECT#: 18531 <br /> C) <br /> 0 MCG PROJ. MANAGER: C.LEE <br /> 4 MCG PROJ. SPECIALIST: S.PARK <br /> U <br /> N <br /> aRevision Schedule <br /> OKA M O T O Rev Date By Description <br /> T_ STRUCTURAL ENGINEERS <br /> 0 <br /> N 3186 AIRWAY AVE.,SUITE F,COSTA MESA,CA 92626 <br /> P-(714)444-2422 kenokamoto.com <br /> OSE PROJECT#: 200075 <br /> 75 QROFEssio <br /> Q ��o NA SHEET TITLE: <br /> LO <br /> ��P q���c FOUNDATION <br /> LO LOLdS6349 9 DETAILS <br /> �c xp. 09-30 <br /> ALE: AS SHOWN <br /> 0 <br /> v ~ <br /> NO vT o UCTF cAL V N% SHEET NUMBER: <br /> N <br /> S D2 <br /> M <br />
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