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—.hge.rr <br />Profile Anchor 2.6.5 <br />Company: <br />Page: 1 <br />Spedfir. <br />Project: Everett City Hall <br />Address: <br />IeM I Pos. No.: <br />Phone l Fes. <br />Deb: 8/102022 <br />E-Mall: <br />spsclllses comments: <br />1 Input data <br />Anchor type and dlsmsses: <br />Kwlk eoh TZ - CS SIB 12) MMW <br />Effective embeomere depth: <br />h.[= 2.000 In., h„e„=2.313 in. <br />Matenal'. <br />Carbon Steel <br />Ey ivabon Se -us Report. <br />ESR-1917 <br />Issued I Valid. <br />2r22201615/1/2017 <br />Proof: <br />Design method ACI 318 / AC193 <br />standnn batallatbn: <br />dip= DODO In. Ino Mr.'A; t-0.1251n. <br />Anchor plate: <br />L s i s 1= 26.000 n. x 11.000 w. s 0.125 h; (RecommeMed pbte Ihitlinass not al,"od <br />Profile'. <br />no pmlb <br />Base mabriat <br />creaked cordate, 25M. /; - 2500 psi; h = 6.000 m. <br />Ressf—mart <br />tension'. cordkion B, .hear: condition B', no supdamensel sdit0ng reedorumant present <br />edge I.Womemenf rime. - No. a bar <br />Seismic bads (ML C. D, E. or F) <br />rro <br />Owmstry gnl S Leading I!, Intl <br />� eau ware; Ju]a.i]melati ao Fls[e[awan Hnk�iaiyaurMTnAnW�.MNan <br />www.nllp.ua Prolls Anchor 2.6.5 <br />Company: Page: 2 <br />Speedier pro' ": Evsra6 City Hall <br />Address: Sub-Pro(etl I Pos. No.: <br />Prone I Fas: Dap: 811a2022 <br />E-Ma2: <br />2 Proof 1 Utilization (Governing Cases) <br />Dasipn rases Ibl 1alBdbn <br />Loading Prop/ Load cs ay s.y 1%1 sbW. <br />iordson b hie thing, i77'—�'5�1 . — <br />Shaer Pryout Strength 305 6732 45 OK <br />Leading ea M 4 uMkaf%1 aerue <br />Compared tonslon and an— a 0.123 O.a3 <br />3 Warnings <br />• Pleaee corm aS debts aM hinWwamings 9— in the ddaibd repod! <br />Fastening meets the design criteria! <br />0 Remarks; Your Cooperation Duties <br />• Any and al infennanon and data contained m (he Sohwre wroth solely the use or HE, products and are based on the principlesformulas <br />arM security regulations in accordance wad Hgb s Ieclmical directions and peeress, mounting and assembly insbud'ions. etc.. that must be <br />.bony complied with by tire uasr. AN figures contained merein arc average figures. erM therefore usa-specific tests are to be ou duded <br />prior to using the relevant HE, product. The results of the cakuWaons oam ed out by means of the So6were are based essentially on me <br />data you put In. Therefore, you bear the We no—sibitiry for the abeam o/ amors, the completeness old the relevance of the data to be <br />put m by you. Moreover. you bear Bole reeponsibility for having the resuas of me tsl-lotion checked and t,latl by an aspect, p—Wrty <br />wim regard to compliarico sum appkraDle terra and panniu. prior to using them rw yeur apecmc rariliry. The Sophm,a wdw mty as an <br />ak to interpret rimns and permit, vn6rout any guarantee as to the absence or errors. the --no,. and me relevance of tad results or <br />au Uuty for a apa ift appllostbn. <br />• You must lake al necessary and reasonable steps to pavan, or limit damage reused by me Software. In panio Ain. you muet amarge for <br />the regular backup of pogroms and data and, it epplirade. Mny out me updtware ates of the Sofoffered by Hirai on a regular basis. If you do <br />not uu me A -Update funclion o/ the So6wem you must ensure that you are using the cumml and Mud up-todat, —lion of the SOOware <br />n each case by canyirg out manual updates vie the Hihi WabsBe. Him will not he gable for con uH,anws, wch as the recovery of bst or <br />damaged data or program,. ensm, horn a wlpeble breach of duly by you. <br />va�orts Arae� w muM M [Mace rw.pie.rrr.a suet M a..aae maiea,e w a p=mty <br />1[i30JY1IXn 1rlyO, R-rr ewes Hrua nymeae TreamuYMHa ap..tlwan <br />15 <br />