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., - <br /> �T�l"�" I i9'_�1— IaIT�:\vcnuc NIi.}�mc 22U <br /> � y1� \C/uoJinrillc.\C'.\9807_'.i3!5 <br /> � — I'hnne(J25)Nli-8148 <br /> ENGINEGRI\G Pan:(J?i)82141i0 <br /> PROJECT RECORD goG t( - 0�3 <br /> D9lC: �ff�lUflR' �J, 20U7 <br /> To: Sdatcr Partncrs ;lrchitccis <br /> �114 Oli�•c \G'a}',"I'hird I�lo��r <br /> Scatdc, AVz1 98101 <br /> Attn: �o�cc Klontr <br /> From: Brian I.�mpc <br /> ProjecC '_3"� ll�ive AV',#3B (1'C)C iU,magcmcirt [�uildinK) Pages: � + .Att:�chmcnt, <br /> PSD Ylan Chcck Na L3UG1 I-ul3 <br /> Re: 1'I�n Rc�ic���G�nmicut+ <br /> llcar �occc, <br /> fhc fullo�viu4;is in rc,ponsc t�� thc strucniral ��lan rccicw commcnu: <br /> L Ou:dit�� :\ssuranccPl;m <br /> L llesign:ucd scismio-forec-ecsis-ting sstcros ,ubjcct to [hc yualin'assur:�ncc pLm includc d�c <br /> Yrdlii��•in�: liqht li�amc �a:dl, ���ith shcar��ancls, spcci:d reinlnrci•d inasonn' shcar�vall�. <br /> '� ?. ti��cci:�l Inspcetion: Plcnsc scc rcciscd gcnc�ral stxuctueal notc 1.13 for inspcct�.on d���ails <br /> rcic�cncing S 1711-I and incluJing y 1 i07 of�hc I I3C. <br /> 3. Struc�ur;�l'I'cstint;: 'Ccsiiug of masonry' materi:ds and reinfurcing�tecl sh111 bc made prior tn <br /> con,uvction ir accordaucc�vi�h ��1703 of t6c IBC. Ccrtificd tcst ccpucts mu;t be supplicd <br /> ���iih cach shi��mcnt of ecinibrciu� stccl fi�r thc reinf<�rced mnsonry shr.ir��alls. 'Cesting <br /> rcyuircmcnts ��f:ACl 318 shnll bc mct foc compli:mcc with C1708.3 oF�hc IL�C. <br /> a. tirrucim;d Obscn•atiuns: <)bscrvntions azc to bc provi�ed in ,iccocdancc with C1709 of thc <br /> 113C. Dcticicncics arc tu bc rcportcd in ��ritin�to ihc ov:ncr and builcGng ofticial. \t thc <br /> a:�idusion ol thc constniction, ihc o6scn�ce���ill pro��idc a•.��ittcn>tatcment that logs sttc�•i,its <br /> :md idcntilics dcticicncic,,ro thc bcst of thc dcsi�ni proFc.+ionaPs kno�cicd�c,�vhieh h:n•e nut <br /> bccu made. <br /> 3. I.atcr�l Conncctirins <br /> L Plc�sc scc rc��iscd plan indirnting dcmil C/53.3. <br /> 3. CAlU Cnlculations <br /> L Plcase sec aunched c�lcul:mon shec�s 13.1�} ro I?.�I ti�r the CA[U shenr�vall at�ah'sis-. <br /> 1. ].ntcrnl ;\nal�•sis <br /> I. 1'lcasc scc attachcd calculation shcct L3.13a ti,c ;hca��valls along grid linc 3 and reaisc�l <br /> dctail -4/53.4 for force tr�nstcr at ihc,e�valls. <br /> Gicc �nc a r�ll if cou havc a�ip yucstions or con:mcnts. <br /> �I <br />