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COMPLIANCE INFO PRE 2019
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2231-2238 – Tiered Permitting Program
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PR0506982
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COMPLIANCE INFO PRE 2019
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Entry Properties
Last modified
10/3/2019 3:15:27 PM
Creation date
10/3/2019 11:29:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0506982
PE
2231
FACILITY_ID
FA0003680
FACILITY_NAME
CALIFORNIA TANK LINES INC
STREET_NUMBER
3105
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17512028
CURRENT_STATUS
01
SITE_LOCATION
3105 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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�'��►� �,',�-' Anchor DesignerT"' <br />t , Software <br />Version 2.5.6554.3 <br />s <br />Company: Mike Smith Engineering, Inc. <br />Date: 7/24/2017 <br />Engineer: Mike Smith <br />I Page; 5/5 <br />Project: Cal Tank Lines - 17174 <br />Address: <br />Phone: <br />E-mail: <br />12. Warnlnas <br />- When cracked concrete is selected, concrete compressive strength used In concrete breakout strength in tension, adhesive strength in tension <br />and concrete pryout strength In shear for SET -XP adhesive anchor Is limited to 2,500 psl per ICC -ES ESR -2508 Section 5.3. <br />- Minimum spacing and edge distance requirement of Boa per ACI 318 Sections D.8.1 and D.8.2 for torqued cast -In-place anchor Is waived per <br />designer option. <br />- Brittle failure governs for tension. Governing anchor failure mode Is brittle failure. Attachment shall be designed to satisfy the requirements of <br />ACI 318-11 Section D,3,3.4.3 for structures assigned to Seismic Design Category C, D. E, or F when the component of the strength level <br />earthquake force applied to anchors exceeds 20 percent of the total factored anchor force associated with the same load combination. In case <br />when ACI 318-11 Sections D.3.3.4.3 (a)3 to 6,(b), (c), or (d) Is satisfied for tension loading, select appropriate checkbox from Inputs tab to <br />disable this message. Alternatively, 00 factor can be entered to satisfy ACI 318-11 Section D.3.3.4.3(d) to increase the earthquake portion of the <br />loads as required. <br />- Per designer Input, ductility requirements for shear have been determined to be satisfied — designer to verity. <br />- Designer must exercise own judgement to determine If this design Is suitable. <br />- Refer to manufacturer's product literature for huts cleaning and installation Instructions. <br />IWA dad and results must be eheaked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. <br />SimWn Strorty-Tie Company Inc. 5056 W. Los Posits; Boulevard Pleasanton. CA 94538 Phone: 825.560.9000 Fax. 025.047.3e7l www.strongtio.com <br />
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