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•. . <br />6cction 2517(m]: fli�crr ro:t and bcam or yirdr.r ccn:CrueLion Ss u;ed, a �o;itivc <br />ConnccCion shall ba yrovided io insurc ayain�t u��liC[ and lalcral <br />.�� • I�Eisplaccncnt. <br />� eetion 251Q(c): s,,'�dar. s�j„1 hc dc��ned to �u�aort al.l ]wdc ond ahen supportinq <br />tir�t flour joist� shult bc not lesa tLon 1' x A" for cpon: 5' or <br />less, or�lp�„1,q�ShW! g;�'�y�placccLotLs�hic_for_ .p�nn. nol,tnorc • <br />tAan 7'. Laminaced built up bea-s vich laninaCions nol le:s than <br />2' in thieMnc�a �w y t�c used. Thc cr.d joint� sAall occur ovcr <br />, sup,ort�. Nhcre a airdcz is spliced ove;_a �uppo;t,_an_o�cyu�t�tie. <br />ehall bc provided. <br />Section 2518(d)3: Joists ur�der bcariny partitio�s shell 6e dou6led. Joist fror..ed into <br />the side oF a vood 7izder shall te supported by framing anchcrs, usinq <br />'only naiL designed for usc vi[n !ra:.iing anehors. Joist shall bc <br />, � 6upportcd laterall;! at the ends and at eacb support. <br />' . Section 2518(d)5: Bearinq partitionr peroendicular Lo joist shall not be offset fzom � <br />• �support yirdcrs, ��alls�or partit;.ons r..orc than the joist deptn. <br />Section 2518(e)2: Car c'qcY.inq type �ubf2oor shall !:ave a mir.inun span of 4'-0", <br />� , 1' no�a�al strip savare edqe :?co_inq, k' ton�ue-ar.d-groovc floor°ng, <br />. or 3/6' plya•ood .ahall be appl:ed over raadw lcnqth decking used as <br />, subfloor. <br />�� Section 2518(f)1: Studs in extcrir;r valls and intarior bearing wa).ls of buildinys not <br />twre than 2 sto:ics in hei5it, s!:all be r,ot less than 2" x 4". ' <br />•� /�Iatcrior nonbce.ring p�rtitioas «ay bc fra:ned with 2• x 3' studs. <br />' � Scction 2518(f)3: Standard and 6etter 2 x 4�studs r.o: over 19' in lenath nay be � <br />. .spa�cd noi ro:r :han 2S' D.C, r:h_a su��oziiny a roc: ar.d eeilinc load <br />� ,only. P:iea ber.-in; s:uds are s_aec3 at :;• incervals, eare s:all be <br />�. ,. (/ taken to insurc cente:ir.q oz reo' ::usse. over the s.nds. S.c3s � <br />.... ' apaced 25" O.r, sh�ll be braeed.•.•:ch or.ly 3/4" diagonal shea:�ing or <br />' �/S' plyti.•ood s:�cat`iag. 5[u�s s�c�orting f:oors or braeed by any <br />. ' o[her means ;liall be sn�c<_d r.o: �re [han 16' O.C. <br />, 'Scetioa 2518(f)4: Studs shall be cap�ed with doc3le to? plates ins_alled to azc:•?de � <br />� � �bverlappinq at coraers and at iat_csectioos vith 6ea:ing part_'icas. <br />' � , t]nd joints in double plates s::all be of:set at least 48". � <br />. teetion 2516(f)S: BR�CI;;G -:�.11 exterior valls and�r.ain eross stud partitions s`+111 be . <br />eifecti�•elv aad ;horouphly Srace'_ at each end'and �t least ever}• 25 <br />' , .. � feet of lc�g�h. �a ap�roved t•:pa o: solid sheating shall bc a�plied <br />�� �On cither fa_: of the e�terio: �•a!ls of the first story of zll voad <br />' fzame bui!dings t�•o s;ories in he'_ctit, located as near end of �all <br />"•, . Ecction r.s possible aad at least �i percent oi the linear length o: <br />� va).1. . <br />.._...�ction �518(f)7: All�oper.inqs in bearinq valls sh�=11 be provided aith hcaders. fieadcrs <br />�Aall haue at least a 2' continous bearinq to che £loor or botton <br />. platc , <br />iection 2518(g)1: SPhen t1�c roof pitch is less tAan 3 and 12. ridge hips and valleys <br />' shall bc desigac �as beams. ' , <br />• bte[ion 2519(gJi: F�f[c: lics sha�1 bc installed a minimum o[ !• O.C. wdcrc ccilinq <br />� joists,and raftcrs arc not parallcl. � <br />:eetion 251Q(g)5: Purlins may 6c�ins�alled to reduce rafter span and shall bc braecd to <br />. Dcari.r.g vall orbaar?es ly. (noc io ccilinq joists). Thc purlin <br />� • sl�all bc no �m�llcr t� thc riftcr it suppocts. Minimuia br�ces 2' <br />� � ' , � X ��• meximum slopes�on brsces <5°� ' , <br />:. <br />., ' <br />.; 5 � <br />r: <br />:' <br />' i <br />;i <br />� <br />