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6ectlon 2517(mi� Hhcrc poat ond 6c.�n or qlydcr ccn;CrucCion is umed, a pocitivc <br />�� conneclion ch�ll b�_ providcd to inaurt ayuinst_upll[t and laCcral <br />• dLsplaccmcnt. <br />,£cetlon 2S1R(c): Girdcr� chnll b� dc�iqncd to sup�ort all laida and whcn supportinq <br />first []o�r joi::tn ah.,ll bc not lcna tlmn �' R 4^ for span: 5' or <br />les:, or r�ot lca� than 4" y, G" placcd on odqc Coc sp�nn no� ciorc <br />than 7'. Laminaced buil[ u� Lva-„ with laninations noL lc::�: th�n <br />.. � T' 3n thicY.nc» r,my bc nsed. ihc cr.d join[s shall occur ovcr <br />. sup,orta. Hhcrc a girdcr is splic^_d ovcr a cupport, an adcyuatc tic <br />shall bc provided. <br />Section 2518(d):: .Toiats ur�der jcarinq parti:io�•, thell be doubled. Joist frar..ed ±n[o <br />thc cidc of � vood girdc: shall Lc �upportcd by framing anchocs, us:nq <br />• only nail�-dcsigned fo: usc v�th Sra�ing anehorc. .7oisc shall bc <br />' suppoz[td laterally ai .hc ends and ai cach supporG. <br />'• beelion '.518(dJS: Bearing pa;titicn� perpend?culz: to joist shall not he offaet fre� � <br />suppor[ yirdcrC-;-Galls or pa:tit:ons ,-..orc than thc joisc depth. <br />••Section 2518(c)2: Cxr decY.inq type'cubf2oor shzll !:ave a nir.inun span of 4'-0", • <br />, 1' no�inal s�Yip sava:e edge :lco=ing, ;' tongue-ar.d-groove :1oor_:q, ' <br />• oz 3/6' ply�ood shall bc applied over rar.dw-� lenqth deciing used as ' <br />6vblloor. , <br />Stction 2518(f)1: Studs in c:cterior ualls and in�er?or bearinq �alls of bui.ldings not <br />moic th�n 2 stc:ies ir. :�cic,n., s::�_ll Se r,o[ lcss [han 2" x 4". <br />�� _ "- Intcrior nonbcaring pazeitio�s :.ay bc framed with 2' x]" studs. <br />Section 2518(f)3: Standard and 6otcer 2 s q�studs r.o; over 10• in lenath vay be <br />. spaeed no� more thon 25` O.C. v::_a suo�or[iny a roc_ ar.d ceilina load <br />, . only. SiSen b��arirq stads r.re scace3 at 2;' .r.[ervals, eare s.`.ali be <br />,� . .- �taken to insu:e cente:ir.v a� rco' trusses over the studs. S;cds ' <br />•�� , apaced 2:" O.C. sSall be bra_ed _!;h or.ly 3/C" diagonal shea;ai�c or <br />_ �/S' pl}xood sScatyina. 5[uds s:-no:ting L!oo:s o: brzccd by any <br />. � othcr mcans slia!1 Sc spaeed r.o: ��rc Chan 15' O.C. <br />'Seetion 2516(f)4: Studs s1n11 he eap�ed vith CocSle to� plztes installed to crc:•zde <br />. overlapping at cor:ers an3. at i-:^_zsectior.s vit.y 6ee.-ing narttcieas. <br />. ' IIid joints in double places s4a11 be of:se[ a: leasc 48". . <br />6eeGion 2516(f)S: BRaCI;G - all extcrior �.•alls ar.d c�in cross stud partitior.s s�ill bc <br />efEectivcly a�d i4oroua�ly b:acec a: each end'ar.d at leas: evecy ?5 <br />,� . fcet of leng�h. An ap�roced :�ae o: solid s::eati�g shall bc aopl:ed <br />„ on cithcr .a_; o: thc extcrior�valls of thc £ics;�s.ory of all �:ood <br />frar�e buildi�qs t�•o s:ories in he_ctit, locatcd as ncar end of �:a11 <br />. , sce[ion as possiblc and at least 25 pezcenc o: the lincar lcngth o: <br />vall. <br />���� �Section 2518(f)7: all openings in bearinq valls sF.=11 6e providcd with headers. Acaders ' <br />thall havc it lc�st a 2' continous bcaring to �hc Eloor or bo[to� <br />• platc , <br />6eetion 2518(g)1: H'1en thc roof pitch is less than 7 and 12, ridqc hips and valleys <br />eAall Lc designed as bear�s. • <br />Seelion 2518(g)S: Ra:tcr [ics sha11 bc insWlled a rinimum of <• O.C. vhcrc ecilinq <br />joists,and raftcrs arc not p�rallcl. � <br />tectlon 2516(g)5: Purlins n.iy be in�talled to rcduce rafter sp�n and shall 6c braced io , <br />� bcaring 4•all or bcans only, (no; to ccilinq joists). Thc purlin . <br />V'� • ehall bc no : mallcr than thc r�fccr it supporCs. Minimun braces 2' <br />' ,. �Ic <'• naxiniura alopes on braces 45", � , ' <br />. :. <br />` s t <br />• i. <br />�. <br />