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jS <br /> M��l7 <br /> ' Anchor �esigrtea',�r Comby= Mike SmithErtgioee q,Int- nate: 7r24f 1117 <br /> Engineer_ Mike SM101O <br /> Rage: 515 <br /> 'h'r '� Software -Proiect: _ Cal Tanis i..irtes-17174 <br /> JJ Versin 2.6.6554.3 Phddr+2ss: <br /> Phone; <br /> Iw-rrsail: ! <br /> 12.Warnings <br /> -V$ter3 cracked concrate L; selooled,concrete comprc;sive strength used in concrat0 oreakout strength in tansion,admsiue stncngth in tansion <br /> and concrete pryout strength in shear for SET-XP adhesive anr.t Or is Timtted to 2,5Q0 psi per ICC-Es ESR-2508 Sectlon 5.3. <br /> -Mkift pm spacing and edge distance reguiremenl of Ede per AGI 318 Sectlom D.S.1 and D.$_2 far taNued cast-In-place anchor is waived psi <br /> designer optinm <br /> -S41tfe faliure govema for tendon-Goveming anchorfaiiure made is hritau failure.Attachment shall be designed to satisfy the requirements of <br /> ACI 3U-11 Sedion D.3-3A.13 for stmetums assigned to SOismlc De519rl C8iegory C,b,E,of F when the comporient of the strength level <br /> earthquake force uppRed to anchors exoeeda n peroent of Ibis total factored anchor farce associated with tho same toad combination.In case <br /> when Ar-1.31 a-1 I Sections Q,a.a.4.3(a)3 to 8,(b}.,(i*,ar(d)is s.36stled for tension loading,seiect appmpr;ate ch%ckhex from tnputs tab to <br /> di5ahl9 Ims messaga.Atterxaativedy,Do Wknr can be eftterad to satisfy ACT 919-11 5ecfion D.3,3.4.2tdp to inrraase the earthquake portion cf the <br /> toads as C2Wred. <br /> Per des�yraee faput dur fluty nagtstrarro-emts for Ghear have been detemined to be safr fled—dgs)oer to verify. <br /> -Eicn grter must im"Cise-own�Mernent IGD de rffw r e if this dewn is saaEabfer. <br /> -Rehm fv pm urf fifaeratura for hills da&*n g mfW Installation iihslrudfons. <br /> Mput data and resvits must baa chackedrar agreamentvjtth the exfEiffM cifcurnstan=,the sW tdafd;and 8ijid ikk d6 mutt be checked for plauaiN ity, <br /> Simpson St1mg-Tie CorrqmnY frac, 5956 USF f.as ForAtas f t4ovtArd PIOV t-Ron.CA 134685 Plwm 1325--%V 9000 Fax:925_E47.3671 www.snnoo.com <br />