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/� . : J� v�^ �ie.iC-� <br />� G7CS-G�IZ <br />7'he lateral torcc resisting system design is incomplete. Particularly lo resist forces acting in <br />the nonh/south directions. Sheanvalls, hold downs, and drag swt connections have yct to be <br />identifieJ and dctailcd to cicarly complete lhc load palhs. Design shortcomings include but arc <br />not limitcd lo thc following: <br />i Thcre are no shearwalls indicated to support the west end of the house. <br />i Thc roof truss that lias becn assigned to be a drag strut h.is yct to have thc dcsign axial <br />IoaJ identificd for use by the truss designcrs. <br />:- The Jrag strut connection for the above mentioned wss has yet to be detailed. Detail <br />10/8 docs not accomplish this. <br />: The slicarwall tl�at sl:ould be connected to the abovc mentioned truss has not bcen <br />designcd lo resisl uverturning. <br />:- Detail 1/8 should bc connected to indicale a strap that exists. Also lhe nailing should <br />be indicated and thc location for this detail should bc shown on the applicable framing <br />plan. <br />i Connection rlclailing should bc provided to show how all upper (loor shcarwalls arc <br />attached to tL� rool'system. <br />i Dctailing should bc providcd to show how thc sccond tloor framing transfers thc latcr <br />forccs to shcarwalls SW2. <br />: Shcarwall SW2 should bc dcsigncd tu resist ovcrturning. ' <br />� Thc SW2 shcarwalls appcar to bcar on furring walls of thc lawest floor which in tarn <br />;iPpear not lo have a foundation. Please providc rcvisions to clarify how the holddown <br />forces 1'rom ahovc arc lransfcrrcd to lhc foundation. <br />:- Shcarwall SW2 is requircd tu have framing at adjoining pancls backed by 3" nominal <br />or widcr lumhcr witli nails slaggcred (foolnotc c. Tbl 230G.4.1). <br />:'1'hc Gd@9" plalc nailing uf SW2 is ir.adequatc. <br />:'1'hc remark for SVV2 (A35�48"o.c.liA SIDG) is not spccific as to whcrc this is <br />rcquircd, <br />i A cruss scclion should bc includcd w�Ir�crihc hrnt� tlic ex�crior ��alls �u'c to bc li;unc�l <br />at thc 2-sti�ry great ruom. <br />: Calculations should bc procidcJ tu ��cril) ih;u ihr I?.. .171 lirst floor framing is capablc <br />of cantilcvcrin� I���u fcct an.f suppurting Iwu storics of ��•all and roof loading (including <br />thc co��emd ��:ilkway). <br />. All fasteners used for prescrva�ive treated wocxi arr required lo be of I�ot dipped zinc- <br />ci,;ued gal�anized s�eel, stainless s�eel, silicon bronze or copper (II3C 2304.9.5). <br />IilUl fIMAV�lklllll �I��•i I' '' I I� <br />