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. <br /> . Seetlon 2517(m)s lihcre po�! nnd bcam or qirdcr consGruction is used, a positivc <br /> •• connection s.*.all be pzovided to Snsurc egainst uplifc �nd latcral <br /> ' displacement. . <br /> Scetion 2518(c) : Clyd'ezs ehall bc dcelgned to support all loada and vhen suppo:ting <br /> tirst floor joists s`�all bc not lc�s Ehan 1• x 1" Cor sp�ns 5' or <br /> le�a, or not less ihan !• x 6" placed on cdge tor spans not norc <br /> - khan .7' Tanina:ed built up 6cams vith laninations nnt ]ess chan <br /> .. ,. '2" in thiekness ru y be used. The end jointe shall occ�r over <br /> eupports. N.*.e:e a qirder ie spliced over a support, an ade�uate tie <br /> sha�l be provided. <br /> Scctlon 2518(d)7: Joists unda: bcarinq partitior.s shall be douSled. Joist :rar..ed inco <br /> , the side of a vood qizder shall be s�pNorted by frominq ancucrs, usir.q <br /> • only nails de:iqned tor usc v:th _'ra:�i.^.g aneho:s. Joist shall bc <br /> .supported laterally et the er.ds and a[ each support. , <br /> Section 2518(d)5,: Hcaring pattition� perpc�dicula: to joisG sliall not bc of6,�t ;ron <br /> • - support girdecs, Walle or paztitions aorc than the joist depth. <br /> Seciion 2518(e)2: Car deckir.g typc subfloor shall havc a ni�?nua span of 4'-0•, <br /> 1" nominal str?p squarc edge :lcoring, 5' tor.quc-�o�'-groovc f:oor?r.q, <br /> . . or �]/9' plyvood shall be app:ied over r�ndoa leng[h decki.^.q used as <br /> " subfloor. <br /> Scetion 2516(f)1: Studs �in c:ctcrior valls and i�tcrior bearing +:alis o; build:igs noc <br /> moze thaa Z s:ories in he?ght, shall be :io[ less t:�an 2" :c i" , - <br /> . Interio: no.^.bcarinq partitioas ^ay be f:a^e3 v:th :" x 3' st_��. <br /> Section 2518(f)J: StaiZard ar.d :et[er 2 x � stcds not over 10' i� len�t`� Ray be <br /> � spaced not rore thaa 24' O.C. a!:en s�ppo:tir.c a :oo: a:.d ceiliaq load <br /> . only. Khea Cearinq s[uds nre soaced a: 24' inte:vals, care _'aa1! be <br /> taken to insu:e cer.cer?nq o: roof trusses ove: t�e s�uds. St•;,'.s <br /> • spaeed 24" J.C. shall Le braceC v.th only 3/4" diar,o�al shect:.:nq or <br /> 3/9' plyt:oed s�eathing. Studs sv�cor:ing Plonrs cr L•:a:M ty any <br /> othcr neans s:�all be spaccd noc ^orc chan 16' O.C. <br /> Scetion :518(f)�: S[uds sha:l tz t�pocd uith dcu�le top pla:c^, insC�llc�1 io r:c:�ic'..: <br /> overl�pping a: corne:s and at intezsec:ior.s •ait!� Brariny oa::±_iers. <br /> End joints in douhlc places shall bc o[tset at lc��c 43'. <br /> ;;section 2518fJi )S: BA?Ct;�C - all exterior valls and nain crosa stud part:tior.s sball he <br /> effective!y ar.d t!:oroughly 5r�ce3 �t eac'� en3 an•: a[ lcast e�:e:i 25 <br /> , fr.et of lengtb. \n approved ryoc of s�lid shcat?.^.q shall bc ap�l :c�: <br /> • cn cithcr :acc o; ;;:c c�;crio: malls oE .he fi:st stocy o: a!1 wocd <br /> fr�nc bnildi�g. tuo sto;i.s in hcir„yt, located as �c�r e�d oE :rall <br /> section as possible and at :ease 25 perec�: o: t:c lir.car lc:;t`t oE <br /> wall. <br /> Sectlon 2518(:)7: �11 o,�eainy^s in �carir.q vall� s1�a11 trc prov?9r.r ui;h hc��:ezs. i!ca�r.:s <br /> s;�all h�ve a: leasG a 2" �anti�ous beacir.7 Co t::c f lcor er Lo:tc�i <br /> • platc <br /> Secliun 7513 (rJ)1s P;he� the :oo! pitcl� is les� ct�.�n ) �nd 12, ri��;c ::i�+, and vallcy� <br /> shall bc desi�;^c� �s bca�s. <br /> Scetioi 251D(g)4: P.atter ties s::�ll bc i�t:nlled a :�Ini-u� o: 4' O.C. v1;r:r�: ceili-.7 <br /> juists and :a!;crs arc r.o! pa:ol:cl. <br /> Seclioa 2518(g)Ss Purlinz nay te ln:t.�lle3 t� rrivo� r+fter epon er.�1 etiall•T.a �r:�•� �: co <br /> ' _ benring wa?1 or L•cans o�l• , (r.n: to eci <br /> / lir�7 joiat�l . •:!:•, ,�i:lEn <br /> ah�ll bc ao :r.�ller thaa t�c ra:trr it :u,nr,:ta, :1i�inu.� braca:; 2' <br /> x �' , n�xir.:::s �lo,c� on U:accs a;� <br /> 5• <br />