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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 />ISheet No. <br />Location: Everett, WA <br />Date: 11/11/20 <br />1q)ff <br />AN-5 <br />Client: ThermalRite <br />Revised: <br />Job No. <br />Subject: Walk -In Cooler / Freezer Analysis <br />Date: <br />12000618 <br />www.hitti.us <br />rr� <br />Profis Anchor 2.7.2 <br />Company: <br />KPFF Page: <br />1 <br />Specifier- <br />Jeremy Gold Project: <br />Address: <br />18W Von Karman Ave, Irvine CA, 92612 Sub -Project I Pos. No.: <br />Phone I Fax: <br />Date: <br />4f312017 <br />E-Mail: <br />Specifiers continents: <br />1 Input data <br />r <br />Anchor type and diameter: <br />Kwik Bolt 7Z - CS 318 (2) <br />Effective embedment depth: <br />h,r,,,, = 2.000 in., he,,, = 2.313 In. <br />Material: <br />Carbon Steel <br />Evaluation Service Report: <br />ESR-1917 <br />Issued I Valid; <br />6/112016 1 51V2017 <br />Proof: <br />Design method ACI 318-141 Meth. <br />Stand-off instaltation: <br />- (Recommended plate thickness: not calculated) <br />Profile: <br />no profile <br />Base material: <br />cracked concrete, 2500. f, = 25W psi: h = 4.000 in. <br />Installation: <br />hammer drilled hole, Installation condition: Dry <br />Reinforcement: <br />tension: condition B, shear: condition B; no supplemental splitting reinforcement present <br />edge reinforcement: none or < No- 4 bar <br />Geometry [in.] & Loading fib, In,lbj <br />Z; <br />Y <br />Input data we m Wis must be chocked for agreemerd wish the odshrg ccockbo K and for plambe y, <br />PnbP15 AncMr (e )2M3,.M HIID AG. FL-9e94 S,Nam KID Ie a reo Ored 1Y3dernwK W Hlttl AG. 5"a,i <br />
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