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COMPLIANCE INFO PRE 2019
EnvironmentalHealth
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2200 - Hazardous Waste Program
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PR0522841
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COMPLIANCE INFO PRE 2019
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Last modified
4/25/2019 1:37:42 PM
Creation date
4/25/2019 1:18:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0522841
PE
2230
FACILITY_ID
FA0015491
FACILITY_NAME
PROFLEET TRUCK LUBE
STREET_NUMBER
15453
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
02519006
CURRENT_STATUS
01
SITE_LOCATION
15453 N THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
FRuiz
Tags
EHD - Public
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www.hilti.us <br />Company: McKennyKrug, Inc <br />Specifier: David McKenny <br />Address: 8020 Sacramento St., Fair Oaks, CA 95628 <br />Phone I Fax: (916) 966-0762 I (916) 966-0763 <br />E -Mail: dave@mckennykrug.com <br />Specifier's comments: Worst Case Layout <br />Input data <br />Anchor type and diameter: <br />Effective embedment depth: <br />Material: <br />Evaluation Service Report:: <br />Issued I Valid: <br />Proof: <br />Stand-off installation: <br />Anchor plate: <br />Profile <br />Base material: <br />Reinforcement: <br />Geometry [in.] <br />0 <br />0 <br />0 <br />N <br />co <br />Page: <br />Project: <br />Sub -Project t Pos. No.: <br />Date: <br />PROFIS Anchor 2.0.:9 <br />1 <br />Profleet <br />Tanks T1-T3 <br />5/20/2010 <br />Kwik Bolt TZ - CS, 5/8 (3 1/8) <br />h„ = 3.125 in. <br />Carbon Steel <br />ESR 1917 <br />9/1/20071- <br />design <br />/1/2007I- <br />design method ACI 318 / AC 193 <br />e, = 0.000 in. (no stand-off); t = 0.187 in. <br />Ix x Ir x t = 11.024 x 11.024 x 0.187 in. (Recommended plate thickness: not calculated) <br />no profile <br />cracked concrete , 2500, f� = 2500 psi; h = 6.000 in. <br />condition B; no supplemental splitting reinforcement present <br />edge reinforcement: none or < No. 4 bar <br />Proof I Utilization (Governing Cases) <br />Loading Proof <br />Tension - <br />Shear Concrete edge failure in <br />direction x+ <br />Loading [lb, in. -Ib] <br />Governing loads <br />N =0 V„=0 <br />Mz= 0.000 My = 0.000 <br />z <br />y <br />G <br />x <br />Eccentricity (structural section) (in.) <br />ex = 0.000 V, = 2900 <br />ey = 0.000 M, = 0.000 <br />Design values [Ib] <br />Load Capacity <br />2900 3343 <br />Warnings <br />- Please consider all details and hints/warnings given in the detailed report! <br />Utilization [%] <br />-/87 <br />Fastening meets the design criteria! <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROFIS Anchor (c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilli AG, Schaan <br />Status <br />OK <br />
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