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2131 LAKE HEIGHTS DR 2022-03-24
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2131 LAKE HEIGHTS DR 2022-03-24
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Last modified
3/24/2022 10:40:04 AM
Creation date
3/18/2022 8:33:08 AM
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Address Document
Street Name
LAKE HEIGHTS DR
Street Number
2131
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Project: Bethany At Silver Crest <br />By: LW <br />Location: Everett, WA <br />Date: 11/11/20 <br />Client: ThermalRite <br />Revised: <br />Subject: Walk -In Cooler/ Freezer Analysis <br />Date: <br />lull <br />wew.hird.us <br />Profis Anchor 2.7.2 <br />Company: <br />KPFF Page: <br />1 <br />Speclller. <br />Jeremy Gold Project <br />Address; <br />16400 Von Karman Ave, Irvine CA, 92612 Sub -Project I Pos, No.; <br />Phone I Fax: <br />Date: <br />413 2017 <br />E-Mall: <br />SpectBer"s comments: <br />1 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 />Profile: <br />Base material: <br />Installation: <br />Reinforcement: <br />Geometry [in] & Loading jib, in.lb] <br />Kwik Bolt TZ • CS 318 (2)— <br />her,.a = 2.000 in., h,.„ = 2.313 In. <br />Carbon Steel <br />ESR-1917 <br />6/112016 1 5/1/2017 <br />Design method ACI 318-14 / Mech. <br />- (Recommended plate thickness: not calculated) <br />no profile <br />cracked concrete, 2500, f,'= 2WO psi; Is = 4.000 in. <br />hammer drilled hole, Installation condition: Dry <br />tension: condition B, shear: condition B; no supplemental splitting reinforcement present <br />edge reinforcement: none or � No. 4 bar <br />X <br />input dOU and results must be checked for aTeemeet with Pe erisdng condWns and V plausibiw <br />PROFIS Anclnr (c) 2003-2009Hiid AG. FL•9494 Sdh - Hill ix a rcpW.ered Tradm,akarHilO AG, Schwa, <br />No. <br />ob No. <br />
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