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Environmental Health - Public
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EHD Program Facility Records by Street Name
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MACARTHUR
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2200 - Hazardous Waste Program
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PR0514312
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COMPLIANCE INFO
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Entry Properties
Last modified
6/30/2020 10:51:36 AM
Creation date
1/14/2019 10:34:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0514312
PE
2228
FACILITY_ID
FA0006475
FACILITY_NAME
TRACY MATERIAL RECOVERY/TRANSF
STREET_NUMBER
30703
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
APN
25313019
CURRENT_STATUS
01
SITE_LOCATION
30703 S MACARTHUR DR
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\HW\HW_2228_PR0514312_30703 S MACARTHUR_.tif
Tags
EHD - Public
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lr <br /> • Anchor Designer TM Company: Mike Smith Engineering, Inc. Date: 1/4/2019 <br /> Software Engineer: Mike Smith Page: 1/4 <br /> Project: Tracy Material Recovery Facility-18261 <br /> Version 2.5.6554.7 Address: <br /> Phone: <br /> E-mail: <br /> 1.Proieat Information <br /> Customer company: Project description: <br /> Customer contact name: <br /> Customer e-mail: <br /> Comment: Location:Waste Oil Tank <br /> Fastening description:Wedge Anchors <br /> 2.Input Data&Anchor Parameters <br /> General Base Material <br /> Design method:ACI 318-14 Concrete:Normal-weight <br /> Units:Imperial units Concrete thickness,h(inch):6.00 <br /> State:Cracked <br /> Anchor Information: Compressive strength,f.(psi):2500 <br /> Anchor type:Torque controlled expansion anchor 4J�,v:1.2 <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 Reinforcement provided at corners:No <br /> Effective Embedment depth,her(inch):2.750 Ignore concrete breakout in tension:No <br /> Code report:ICC-ES ESR-3037 Ignore concrete breakout in shear:No <br /> Anchor category: 1 Ignore 6do requirement:Not applicable <br /> Anchor ductility:Yes Build-up grout pad: No <br /> hmin(Inch):5.50 <br /> cep(inch):7.50 Base Plate <br /> Cmin(inch):6.50 Length x Width x Thickness(inch):3.00 x 3.00 x 0.38 <br /> Smin(Inch):5.00 <br /> Load and Geometry <br /> Load factor source:ACI 318 Section 5.3 <br /> Load combination: U=0.9D+1.0E Z <br /> Seismic design:No <br /> Anchors subjected to sustained tension:Not applicable <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads: No <br /> <Figure 1> Gib <br /> ora <br /> Y <br /> G R-lb <br /> 2450 <br /> X o ft-Ib f <br /> �L7� <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpson Strong ie Coninpany Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />
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