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WORK PLANS
Environmental Health - Public
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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4855
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1600 - Food Program
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PR0526559
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WORK PLANS
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Entry Properties
Last modified
11/19/2024 1:59:14 PM
Creation date
12/8/2018 3:39:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0526559
PE
1624
FACILITY_ID
FA0017977
FACILITY_NAME
STARBUCKS COFFEE #10183
STREET_NUMBER
4855
Direction
S
STREET_NAME
STATE ROUTE 99
City
STOCKTON
Zip
95215
APN
17926001
CURRENT_STATUS
01
SITE_LOCATION
4855 S HWY 99
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
JCastaneda
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\4855\PR0526559\PLANS.PDF
QuestysFileName
PLANS
QuestysRecordDate
10/25/2018 9:36:57 PM
QuestysRecordID
3989218
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
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TYPICAL PIPE HANGERS _ <br /> HANGER ROD,ATTACH MAXIMUM PIPEFFUBING SUPPORT SPACING, FEET <br /> TOSTRUCTURE NOW. 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 F 6 7 8 8 9 10 12 Q2017 STARBUCKS COFFEE COMPANY <br /> NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. STARBUCKS COFFEE <br /> `1/2"DIA. HANGER RODS COMPANY <br /> / WITH 36" MAX. SPACING 2A <br /> / ON EACH CHANNEL SEATTLE, <br /> UTAH AVENUE SOUTH <br /> TLE, WASHINGTON 98134 <br /> (206) 318-1575 <br /> ADJUSTABLE CLEVIS HANGER THESE DRAWINGS AND SPECIFICATIONS ARE <br /> TYPE 1 IN SPECIFICATIONS 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 <br /> 1 2"1 1/2' 12 GAGE REPRODUCED(IN WHOLE OR IN PART),SHARED <br /> —T CHANNEL OR 2"xx1/2" WITH THIRD PARTIES OR USED IN ANY MANNER <br /> 1- MAX J ANGLE ON OTHER PROJECTS OR EXTENSIONS TO THIS <br /> PROJECT WITHOUT THE PRIOR WRITTEN <br /> SIDE VIEW TRAPEZE HANGER FOR UP CONSENT OF STARBUCKS CORPORATION. <br /> TO 1000 LB. UNIFORM LOAD THESE DRAWINGS AND SPECIFICATIONS ARE <br /> INTENDED TO EXPRESS DESIGN INTENT FOR A <br /> PROTOTYPICAL STARBUCKS STORE(WHICH IS <br /> SUBJECT TO CHANGE AT ANYTIME)AND DO <br /> Typical Pipe Hanger Detail NOT REFLECT ACTUAL SITE CONDITIONS. <br /> scei.: 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 /> STARBUCKS TEMPLATE EVERSION <br /> ANCHOR BOLT, FLOOR <br /> ANGLE BRACE <br /> PIPE BOLT TO ANGLE ANCHOR BOLTS TYP. <br /> SIZE ' ANGLE CLIP "* OR INSERTS ANGLE CLIP(DOUBLE),ORIENT <br /> LONGITUDINAL TO DECK SPAN. FIELD DRILL <br /> 2" 2"x2" 16 GA. 1/2" 3"x3"x112"x1'4" 1/2 „, ANGLE BRACE HOLES IN ANGLE CLIP FOR <br /> ANCHOR BOLTS TO SET IN ACIES <br /> 3,4 2"x2" 16 GA. 1/2" 3"x3"x1/2"xi'-4" 1/2 SLOPE 1/1 , "paor2ss"py+.,• <br /> DECK TROUGH <br /> 5, 6 2.5"x2.5" 16 GA. 1/2" 5"x3"z1/2"xi'-0" 1/2 1 ENGINEERING <br /> 1 BRACE HANGER RODS sin oiwn street <br /> Santa Clara,CA 9954 0' <br /> 8 3"x3"12 GA. 1/2" 2-5x3x1/2x1'-4' 2 OVER 3'-0"LONG WITH �.Jsatu <br /> TRANSVERSE ph:(40 )5225255 ■ <br /> 10 3"x3" 12 GA. 1" 2-5z3z1/2"x1'-4" 2 ANGLE BRACE 2"x2"x1/2"VERTICAL &:(")522-5260 'CHgN1ca o` <br /> ANGLE BRACE WELD i" int®aoea.nel '••2F or odt11°P•' <br /> AT 24"SPACING Cooyngnt©2016 ..._..• <br /> * 2"x 2"x12 GA. CHANNEL MAYBE USED BOLT WITH <br /> *• BENT PLATE OF EQUAL THICKNESS MAY BE SUBSTITUTED FOR LONGITUDINAL ANGLE CUT WASHER <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 /> N <br /> LO <br /> LU <br /> _ � Q <br /> 2 Seismic Bracing For Pie06 <br /> z <br /> S.w N.T.S. <br /> Q = Q <br /> LIJ F_ <br /> 0v w Q W U <br /> LU <br /> ACCESS COVER g it p O <br /> 18 GAUGE ROUND Z T Q Q <br /> NOTE: BRONZE SCORATED TOP GALVANIZED STEEL F 2 H- U) <br /> INDIRECT DRAIN TERMINATION OF WASTE PIPING C, U U Z <br /> CENTER SECURING SCRE W W Ln <br /> a <br /> O <br /> ABOVE FLOOR SINK'S FLOOD RIM SHALL BE WITH AT ' 0)LEAST 1"AIR GAP.THE INDIRECT WASTE LINES MUST FLOOR LINE 0 0 Q <br /> BE OF RIGID STRUCTURE. 80 of d Q d 't LL <br /> a•A .'e.d , <br /> STORE #: 10183 <br /> PROJECT #: 27237-038 <br /> FLANGED WITH <br /> FLASHING COLLAR CASEWORK CONCEPT: <br /> CABINET AS REO'D ISSUE DATE: <br /> HALF-GRATE THREADED DESIGN MANAGER: <br /> PLUG CLEANOUT TEE LEED®AP: <br /> o THIN SET CERAMIC PROGRAM MANAGER: MP <br /> TILE,TVP. <br /> CHECKED BY: SR <br /> CAULK JOINT FITTING TYPE Revision Schedule <br /> AS REQ'D <br /> FLOOR SINK SET TO SUITS Rev Date By Description <br /> FLUSH 06-05-18 SS PERMITSET <br /> W/TOP FIN.FLR. CLEANOUT PIPE <br /> 1 <br /> CONC.SUBFLOOR 2 <br /> NO-HUB 3 <br /> CONNECTION <br /> FINISHED WALL SHEET TITLE: <br /> 3"WASTE TO DRAIN <br /> PLUMBING DETAILS <br /> SCALE:AS SHOWN 1/4" = V-0" <br /> Floor sink Detail Floor/Wall Cleanout Detail <br /> y J SHEET NUMBER: <br /> s...e. N.T.S. N.T.S. <br /> FLEXIBLE CONNECTION. <br /> P-5001 <br />
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