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' Anchor Oesigner"'I <br />Sa�nrare <br />2.5.,84545 <br />b <br />C.omp2xy: Vjke SnjM Ertgine&rn , kvr- <br />En net r. MOM Srai6h <br />0at2 7I241209� 7 <br />proje,11r "7,-wwsk i,.inez - 57174 1 <br />Addresx: <br />Pf We7-- <br />i2. wfarAjm <br />- 41iben cracked coacrele Is selec�acL rorc ktw comprr,.,,Eiva S%c gth used in concrete Oreakout st:Lr ,grh Ift terzion, a&,ssivo strength In t- rasion, <br />end concrete myotA streng& ire sly Lx SET -XP adWaive anchor is 6m%td to 2,5010 pzi pet ICC FS ESR -2506 Secdon 5.S. <br />- spawn am edge �Cwtasx a erqukemerd of 66a per AU 319 Sec6ans 0.8.1 and D.82 te' torqued cast -ire -Placa anctior is waived pe; <br />aP'-. <br />-Mae gam fnr tmimla. QuVeAtall wmj=ta34m arode m, baW f-ekat,. Aga=%ewt shxl be deWmed to satisfy the requiremonts of <br />Aef. 3t8-tt Sergi 0 3-3.4 2 Y9r s2rtrmeas acalped to Selaraic Design C,3W my C, D. C. or F wiej-1 the cmpoaxV of the strength levet <br />ewri11rrfuwkR ion app%d to auchum emoots'20 portend' qfffhe tau radonad ardefwr fa-ve associated with Uts� 'Wne load cacwblwation. In case <br />:tLer. AL1 318-112 SeCdQg?a E 3.a .0.3 (R`.3 b7� o.(h�, fr-)- or (41 is sali :9ed for LmxLsico 1tl3.:uig, saf,& ac n -'P VM E che�cb= fc= lttpUt- f36 is <br />aide tris rt a1 . Al ec fix€fir, t9it9rsxr be 4msNP4 to tnr.rease tt* earthquake po rtioa of the <br />loads az'r 75C. <br />per-w7z -' '119 rapulcaom"ts kv &tv-,w ECS YJeer, de4-=:�tved Saf to d – ltEsSc pe r it) verity. <br />-ue:sa, amai, atardsE -� YAQW3NWrfla rAbw- V it low 4Z35e9m as A:Otmw+ <br />- Ra6w Ii;,, 7Gq; ft CQi V ^3 p701kr.-? 'eOr, ftK& *j r , vfeww4Y iwi&101--A R~ iW., c,Ct0 m. <br />bVcA data and ravOls muss ba Uur(aed w aqr m� vA&h the a=OM ='dames, the sWrdavU art} guy g must be aa TKad tar ptausibt iy. <br />S6r0eme situ -L aTn > ,,tnt=y er_ E.IAS6 V4 Loa PaskZ 9ou6wwd tvaamwr CA 94560 Phone: 925.5611 nW Fare: 325.84'.3871 vn+hvstrongtie.com <br />