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COMPLIANCE INFO_2021
Environmental Health - Public
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EHD Program Facility Records by Street Name
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1600 - Food Program
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PR0523953
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COMPLIANCE INFO_2021
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Entry Properties
Last modified
12/9/2021 8:53:50 AM
Creation date
8/31/2021 8:23:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
COMPLIANCE INFO
FileName_PostFix
2021
RECORD_ID
PR0523953
PE
1624
FACILITY_ID
FA0016115
FACILITY_NAME
STARBUCKS COFFEE #8981
STREET_NUMBER
569
Direction
W
STREET_NAME
CLOVER
City
TRACY
Zip
95376
APN
21421006
CURRENT_STATUS
01
SITE_LOCATION
569 W CLOVER
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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TYPICAL PIPE HANGERS <br /> HANGER ROD,ATTACH MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET <br /> TO STRUCTURE NOM. THRU 1 11/4 11/2 2 21/2 3 4 <br /> SIZE 1" <br /> ADD SEISMIC BRACING PIPE 7 FT 7 7 9 10 11 12 14 <br /> AS REQUIRED <br /> TUBING 5 FT 6 7 8 8 9 10 12 <br /> ©2017 STARBUCKS COFFEE COMPANY <br /> NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. <br /> STARBUCKS COFFEE <br /> ` 1/2" DIA. HANGER RODS COMPANY <br /> / WITH 36 MAX. SPACING <br /> / 2401 UTAH AVENUE SOUTH <br /> ON EACH CHANNEL <br /> SEATTLE, WASHINGTON 98134 <br /> (206)318-1575 <br /> ADJUSTABLE CLEVIS HANGER <br /> TYPE 1 IN SPECIFICATIONS 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 /> 1 1/2" 12 GAGE THIS WORK. THEY SHALL NOT BE <br /> CHANNEL OR 2"x2"x1/2" REPRODUCED(IN WHOLE OR IN PART), SHARED <br /> 1" MAX. ANGLE WITH THIRD PARTIES OR USED IN ANY MANNER <br /> ON OTHER PROJECTS OR EXTENSIONS TO THIS <br /> SIDE VIEW TRAPEZE HANGER FOR UP PROJECT WITHOUT THE PRIOR WRITTEN <br /> TO 1000 LB. UNIFORM LOAD CONSENT OF STARBUCKS CORPORATION. <br /> THESE DRAWINGS AND SPECIFICATIONS ARE <br /> INTENDED TO EXPRESS DESIGN INTENT FOR A <br /> PROTOTYPICAL STARBUCKS STORE (WHICH IS <br /> &Tical Pipe Han er Detail SUBJECT TO CHANGE AT ANYTIME)AND DO <br /> ,c.le NOT REFLECT ACTUAL SITE CONDITIONS. <br /> . N.T.S. NEITHER PARTY SHALL HAVE ANY OBLIGATION <br /> NOR LIABILITY TO THE OTHER(EXCEPT STATED <br /> ABOVE)UNTIL A WRITTEN AGREEMENT IS <br /> FULLY EXECUTED BY BOTH PARTIES. <br /> ARCHITECT OF RECORD <br /> mcg architecture <br /> C> = � ;v • <br /> � �, w <br /> RN <br /> UZ U <br /> c <br /> ANCHOR BOLT, FLOOR N <br /> PIPE BOLT TO ANGLE ANCHOR BOLTS TYP. 15635 Alton Parkway,Suite 100,Irvine,CA 92618 <br /> SIZE ANGLE BRACE ANGLE CLIP ** OR INSERTS ANGLE CLIP(DOUBLE), ORIENT <br /> ( ) P:949.553.1117 F:949.474.7056 <br /> LONGITUDINAL TO DECK SPAN. FIELD DRILL <br /> 2" 2"x2" 16 GA. 1/2" 3"x3"x1/2"x1'-4" 1/2 HOLES IN ANGLE CLIP FOR <br /> *** ANGLE BRACE ANCHOR BOLTS TO SET IN <br /> 3,4 2"x2" 16 GA. 1/2" 3"x3"x1/2"x1'-4" 1/2 SLOPE 1/1 <br /> DECK TROUGHAC'ES ••''oFessi'' <br /> 1 4oeR R Nq••''•. <br /> 5, 6 2.5"x2.5" 16 GA. 1/2 5x3 x1/2 x1 -4 1/2 BRACE HANGER RODS ENGINEERING y�'•' <br /> 8 3"x3" 12 GA. 1/2" 2-5x3x1/2x1'-4" 2 OVER T-0"LONG WITH 400 N McCarthy Blvd. a No.M28498 <br /> p <br /> TRANSVERSE Suite 250,Milpitas,CA 95035 <br /> 10 3"x3" 12 GA. 1" 2-5x3x1/2"x1'-4" 2 ANGLE BRACEf ph:(408 <br /> 2"x2"x1/2"VERTICAL fa osi�n' <br /> )522-5255 :aF � <br /> ANGLE BRACE WELD 1" fx:(408)522-5260 `�r9�F�HAN%r-P��P•` <br /> AT 24"SPACING info@acies.net •.rF OF OA`�Fo�;: <br /> Copyright©2021 ..... <br /> 2"x 2"x12 GA. CHANNEL MAY BE USED BOLT WITH <br /> CUT WASHER <br /> ** BENT PLATE OF EQUAL THICKNESS MAY BE SUBSTITUTED FOR LONGITUDINAL ANGLE <br /> CLIP TO FACILITATE ANCHORAGE TO SLAB TROUGHS. PROVIDE EQUAL NUMBER OF 12 GA. CLIP <br /> ANCHOR BOLTS TO THAT SHOWN. PIPE SLEEVE <br /> *** PROVIDE MINIMUM EMBEDMENT OF 1 1/2"ABOVE TOP OF METAL DECK FOR ALL OVER BOLT <br /> ANCHOR BOLTS. <br /> L <br /> Seismic Bracing For Pie m <br /> 0 <br /> 2 scale. N.T.S. <br /> 0 <br /> I� u) <br /> w W � cn <br /> z °� Q > U O <br /> ACCESS COVER F F_ 0 <br /> 18 GAUGE ROUND c) W () >, <br /> NOTE: GALVANIZED STEEL ') (a --') U <br /> INDIRECT DRAIN TERMINATION OF WASTE PIPING 0L 0 m 0 <br /> ABOVE FLOOR SINK'S FLOOD RIM SHALL BE WITH AT C m U-) (� <br /> LEAST 1"AIR GAP. THE INDIRECT WASTE LINES MUST <br /> BE OF RIGID STRUCTURE. <br /> STORE #: 8981 <br /> PROJECT #: 23870-070 <br /> PROFILE TYPE: <br /> ISSUE DATE: 02-23-2021 <br /> PROGRAM MANAGER: <DESIGN MANAGER> <br /> CABINET STORE DESIGNER: JESSICA RAMOS <br /> HALF-GRATE LEED®AP: N/A <br /> CLEANOUT TEE I I I CHECKED BY: <br /> o THIN SET CERAMIC <br /> TILE,TYP. MCG PROJECT#: <br /> MCG PROJ. MANAGER: MP <br /> l CAULK JOINT MCG PROJ. SPECIALIST: LL <br /> FLOOR SINK SET <br /> Revision Schedule <br /> FLUSH <br /> W/TOP FIN. FLR. CLEANOUT PIPE Rev Date By Description <br /> CONC. SUBFLOOR <br /> NO-HUB <br /> CONNECTION <br /> FINISHED WALL <br /> 3"WASTE TO DRAIN <br /> SHEET TITLE: <br /> PLUMBING <br /> Floor sink Detail Cleanout Detail DETAILS <br /> 4 (�)WvallSCALE:AS SHOWN 1/4"= 1'-0"SaleN.T.S. scale N.T.S. <br /> SHEET NUMBER: <br /> FLEXIBLE CONNECTION. P-5001 <br />
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