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Ecction 251.7(m): P;hcrc por.t and bcam or girdcr ccns�_rucCion ic uced, a po�itivc <br />conneccio� shall Le provided to in::ure again.t uplifC and )aleral <br />/% � displaccment. <br />-- -- <br />GC:clion 2510(c): -Cirder"�sha).1 be deainned to�cu��ort all 7oade and ��hen supporting <br />�/ first floor joi�ta ch��ll be not ].ess [6an�4'r�x A" for span: 5' or <br />' less, or not lcaa Chan <" x 6" placcd on ed<c Cor �� <br />than 7'. laminatcd buil.0 up Ueac,s �aith laminuCions�noC lessmthan i <br />2" in er.i�r.�,�„ m�}• be u�ed. 1'he end joint� shall occar over <br />. supports. Where a girder i� syliced over a cuppurC, an adcyuate tie <br />Ei1�7A 6c provificd. j <br />Section 251Q(d)7: J�ists under hearin ,artitions �hall be doubled. JoisL fra�ed into <br />�--- <br />� thc sidc of a wood girdcr shaTl��Sc supporc.ed��by�Eraming anchcrs, using �� <br />. only nail.s designed for usc with framinq anchors. JoisC sha11 be <br />supporCed laterally at Che ends and at each support. ��� <br />SecCion 2519(d)S,: Eearing partition_ perpendicular to joist shall not be offset fron ' I <br />supyor[ gi�rdcra, valls or partitions nore than the joist deptn. �, <br />Section 251U(r.)2: Car decY.ing tyne subfl.00r sh_11 !:ave a mi>.imum span oE 4'-0", <br />, . 1' nominal strip scuarc edqe :looring, ;" r,ongue-and-groovc floor:ng, '! <br />- or 3/8" plyLrood nhall be applicd over randon length decking used as ' <br />cubEloor. t� <br />Section 251Q(f)1: Sf.uds in extcrior rralls and in:�rior bearing aalls ef 6uildinqs not <br />mo:c t}3an 2 slorics in hcight, s`:all hc .ot less than 2" x 4". <br />Intcrior nociUcaring partitio:s ,:ay bc framed vilh Z" x 3" stu3s. <br />Section 251.6(f)3: Standard and better 2 x�, studs .^.ot ovcr 10' in lenqth nay be <br />spaced nut norc than 24" O.C�, rnc�n suaporting a roo: ar.d ccili�g load <br />only. tihen 6earing studs are s�aced 2q" incervals, care s:a!1 be <br />taken to insure centering of :oo: ;ru_ =s over the studs. .:tuds <br />apaced 24" O.C. shall be braced ::'__h only 3/4" diayonal shea:�irig or <br />3/8" pl}ti:ood shcathing. StuCs ;;:�oort.ing :ioors or braced by any <br />other means shall be spaced no: ..-.ore than 16" O.C. <br />5ection 2518(f)4: St�ds sha21 be cap?ed with double top plates installed Y.o or.c•:ide <br />over]apping at co;ners and at ::tersectior.s with bearin; partzticns. <br />/' End joints in double places s1;a11 be offset at least 48". . <br />� <br />Sc6tion 2518(f)5; �3R4CI;�G •• All e�ctcrior walls and nain cross stud artitions sSall be <br />� effectivcly and thoroughly bracec at cach end andp5: lcast every 25 <br />fcet of length. An ao rovec ;••ne of solid sheating shall be a?ol:ed <br />on either face of the exterio: wa s o t e_�t- sfory of all �rcod <br />framc buildi�as t�.•o sto:ics in height, located�-Ss `near enT o aa T <br />. section ns pocsiblc and at leas: 25 percent of the linear length of <br />wall. <br />Sect�.?on 2518(f)7: All openings in bcaring walls shzll be provided with headers. Hcaders <br />shall have at least a 2" continous bearing to the floor or bottom <br />platc <br />Secti�>n 251'd(g)1: trt:en the roof pitch is less than 3 and 12, ridge hips and valleys <br />shall be designed as 6cams. � <br />Scction 251E(g)4: Rafter ties shall be incta2led a minimum of �' O.C. vhere ceiling . <br />joists and raftcrs arc not parallcl. � <br />SeCtion 251Q(g)5: Purlins may be installed to reduee raftcr span and shall bc braced to <br />bcaring rrall or bcams only, (not to cciling joists). Thc purlin � <br />� ehall be no smallcr than thc ra:tcr iE supports. Minimum braces 2' <br />.. ' X�', maximum slopes on braces CS° � <br />$ • <br />