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COMPLIANCE INFO_2019
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COMPLIANCE INFO_2019
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Last modified
7/15/2020 3:30:13 PM
Creation date
7/15/2020 12:20:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2019
RECORD_ID
PR0535857
PE
2228
FACILITY_ID
FA0020646
FACILITY_NAME
SUPERLUBE PLUS INC
STREET_NUMBER
1170
STREET_NAME
LINCOLN
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23228021
CURRENT_STATUS
01
SITE_LOCATION
1170 LINCOLN BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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• Anchor DesignerT"' Company: Mike Smith Engineering, Inc. Date: 4/8/2019 <br /> Engineer: Mike Smith Page: 1/4 <br /> Software Project: Super Lube-19032 <br /> Version 2.5.6554.7 Address: <br /> Phone: <br /> E-mail: <br /> 1.Project 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,hef(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 /> cac(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> 01b <br /> 0 Ib <br /> Y <br /> 0 ft-lb <br /> 2700 <br /> X <br /> 1 j <br /> _ f <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-Tie Company 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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