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COMPLIANCE INFO_PRE 2019
Environmental Health - Public
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2200 - Hazardous Waste Program
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PR0505935
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COMPLIANCE INFO_PRE 2019
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Last modified
3/5/2020 12:04:33 PM
Creation date
3/4/2020 11:25:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0505935
PE
2229
FACILITY_ID
FA0005626
FACILITY_NAME
SANBORN CHEVROLET INC
STREET_NUMBER
1210
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95241
APN
04728013
CURRENT_STATUS
01
SITE_LOCATION
1210 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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416 <br /> Anchor Designer""" Company: Mike Smith Engineering,Inc. Date: 12!1112013 <br /> Software Engineer: Mike Smith Page: 113 <br /> 1 <br /> Version 2.0.4890.34 Address: P,O,Box 611,Lodi,CA 95241 <br /> Phone 209-334-2332 <br /> E-mail: mike@mseng.comcastbiz.nel <br /> 1 Prolect information <br /> Customer company: Project description:Sanborn Chevrolet <br /> Customer contact name: Location:Lodi,CA <br /> Customer e-mail: Fastening description: <br /> Comment:Waste Oil Tank Anchorage <br /> Z•Input Data&Anchor Parameters <br /> General Base Material <br /> Design melhod.ACI 318-08 Concrete:Normal-weight <br /> Units:Imperial units Concrete thickness,h(inch):6.00 <br /> State:Cracked <br /> Anchor information: Compressive strength,P.(psi):3000 <br /> Anchor type:Torque controlled expansion anchor 11',V: 1.0 <br /> Material:Carbon Steel Reinforcement condition:A tension,A shear <br /> Diameter(inch) 0.625 Supplemental reinforcement:Not applicable <br /> Nominal Embedment depth(inch):3.375 Do not evaluate concrete breakout in tension.No <br /> Effective Embedment depth,h,r(inch):2.750 Do not evaluate concrete breakout in shear:No <br /> Code report:ICC-ES CSR-3037 Ignore 6do requirement:Not applicable <br /> Anchor category:1 Build-up grout pad No <br /> Anchor ductility:Yes <br /> hm (inch).5.50 Base Plate <br /> c..(inch) 7.50 I_P.ngih x Width x Thickness(inch):3.00 x 3.00 x 0.50 <br /> C,m(inch):6.50 <br /> Sm.(inch).5.00 <br /> Load and Geometry 2 <br /> Load factor source:ACI 318 Section 9.2 <br /> Load combination not set , <br /> Seismic design,Yes RECEIEL) <br /> Anchors subjected to sustained tension:Not applicableStrength reduction factor for brittle failure,Qd:0.4 m <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads.Yes MAR 2 7 2015 <br /> ,Figure 1' <br /> ENVIRONMENTAL. <br /> HEALTH n110r±PTA4FNT <br /> 4701b <br /> r <br /> 0 R-iD <br /> Orb <br /> III <br /> X OrtIb C3 <br /> Q <br /> Input data and resells must bo checked fnr wireement with the exlstlnp orcurtulances,the standards and guidelines must be wiccked for piausiblllly. <br /> Simpson Strong-Tie Ccmpanv Inc. 5956 W.Las Positas Boulevard Pleasanton.CA 94588 Phone 925.560.9000 Fair 925.847.1871 wnv.crrnngiio.com <br />
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