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� <br /> ( � <br /> Comment c): If the mctal roofin� and siding are to contributc to tl�c lateral <br /> system, fastcning details, load-path detai�s, and accompanying <br /> shccr valucs must be providcd. <br /> Re,rponse c): /hn��e enclosecl a co�»>oj1Le Ahrmas Pou�er Pnnel tesl res�dls. <br /> The�esl residls proride n pnth for using pos�fi•mue e�id ti+�cd!pcuiels <br /> «s sherlr�ral/s u�it6 pou�ids per/ir�enl joo� rnnging fi•om ns loiv ns <br /> 70pljup ro 570plf rlependi�:g ar hoiv lJre tvn!!is consh•trcled. 1 rise <br /> G9plf to slnv ���i1h hnsic posl fi•nme co�ts(ruction tecl�niques. <br /> Comment d}: Thc maxinwm moment in a cantilcvcred mcmber is at the fixcd <br /> rid. Momcnts should bc calculatcd from thc top of die concrctc. <br /> Response r!): Please rerieio�l�e enclosed Enercn/c ar/cirlalio�rs. <br /> Commcnt c): Thc loading from thc rooCshould bc a point load applicd at thc top <br /> of tlic post. <br /> /lesponse e): Ylense rei�ieiv I/re enc(ose�!E�ierculc cnlculnlio�rs. <br /> Comment �: Thc section moduli of a 6 X 12 and 6 X G are 121.2 cubic inch and <br /> 27.7 cuUic inch respecti��cly. <br /> l2esponse�: tl�e seclion morLrli of lrtrl posls is /riglter rhie to the fnc� lhat�he <br /> lrrm6er is ro��,�h cur. <br /> Commcnt g): Tlic calculations must includc axial loading in combinution ,ith <br /> wind loading. <br /> Rea�ponse g): 7he cohnnns ure held in line irid� e.c�error irnll grr�s hro fool on <br /> cer�ler, cuul rhere is a gl�r Iniu hermr tha� rims fi•oni posl ro posi«r <br /> ll�e !en fool hcighl mith n pnrri�rl floor rlinphragm altncherl. <br /> lf thcrc arc any qucstions that you may havc aboul lhis response Icticr plcase do not <br /> hcsitalc to call or cmaii mc. ysk rrsununitcs.com <br /> Sinccrd��. � <br /> .�, =`` / / � <br /> '--��. <br /> 'ou g-Soo Kin , P.L. <br /> Pro�cct �7anagcr <br /> Cc: Conlractor.lim Spanc at Spanc 13uildings Inc. <br /> O��ncr Lan'y Kjucso at I�;O L. \4arinc Vir,w Drivc <br /> /fTi <br />