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___._ .......... _...�. . ..n „ . <br /> � <br /> � <br /> , <br /> V�SecLion 2517(m) : F7hcrc poct and bcam or girdcr cpnsCruction ic used, a �.c_;itivc <br /> connection shall Uc provided to in�ure againnt uplift a;:d lateral <br /> displacement. <br /> , SecCion 2518(c) : Girders shall be deci9ned to support all load� and when supporting � �-_�_ <br /> first floor joist^ � �� . �r '��-�= � �� <br /> .,hall bc not less t6an q^ x 4" tor spans 5' or � ��"�� <br /> less, or not less�than 4" x G" placed on edgc for spans not morc <br /> than )', Laminated built up beams with laminationc not less than <br /> 2" in LhicY.ness may be used. The end joints shall occur over <br /> � supports. where a girdcr is spliced over a support, an adequate tie <br /> shall bc provided. � <br /> � Seclion 2518(d)3: Joi�ts under bcaring partitions shall bc doubled. Joist framed into <br /> the side oC a wood girder chall be supported by framing anchors, using <br /> only nails designed fuz use with framing anchors. Joist chall be <br /> � supported laterally aC the ends and at each support. ' <br /> �- Section 2518(d)5,: Dearing partition� perpendicular ta joist shall not be offset from <br /> support girders, walls or partitions more than the joist depth. <br /> Section 2518(e)2: Car decking type subfloor shall have a miximum span of q'-p^, � <br /> . . 1" nominal strip square edge flooring, k" tonguc-and-groove Plooring, <br /> or 3/8" plywood shall bc applied ovcr random length deckin9 used as � <br /> _ subPloor. • � <br /> � ✓""Section 2518(f)1: Studs in exterior walls and intcrior bearing H•alls of buildinqs not <br /> morc than 2 stories in height, shall be not less than 2" ;� q^ , � <br /> Inlerior nonbearing partitions may be framed with 2" x 3" studs. <br /> Sect-ion 251B(f)3: Standazd and better 2 x 4 stud� not over 10' in length may be <br /> spaced not more tiian 2," O.C, when sup�orting a r�of ar.d ceiling iead , <br /> only. f4hen bearing studs are spaced at 24" intervals, care s:�all be <br /> taken to insure eentezing of roof trusses over thc studs. S:uds <br /> spac�d 2q" O.C. shall bc braced with only 3/q" diagonal shcat'r.ing or <br /> 3/8" plyraood shcathing. Studs supoortin, floors or b:aced by any F <br /> other means shall be spaced not more than 16" O.C. <br /> VSection 2518(fJq: Studs shall be capped w•ith double top plates installed to prc:•ide <br /> ovcrlapping at corners and at intersec:ior.s with bearinq partitions. <br /> End joints in double plates shall bc of.set at least 46", � <br /> ;� Section 2518(f)5: BR\CING - All exterior walls and main cross stud partitionc s:�all be <br /> effectively and thoroughly bracer�. at each end and at least every 25 <br /> fcet of length. An approved type of solid sheating shall be applied <br /> on eitlicr face of the extcrio: N•alls of the :irst story of all wood <br /> framc buildings two stories in height, located as near end of wa11 <br /> � section as possible and at least 25 percent of�the linear length of <br /> vall. <br /> �Section 2518(f)7: All openinas in bearing walls shall he pravided with hcaders. Headers <br /> � shall have at least a 2" continous bearinq to the floor or botiom <br /> ' plate <br /> � Section 2516(g)1: When the roof pitch is less than 3 and 12, ridge hips and valleys <br /> shall he designed as beams, . <br /> Section 2518(g)4; Rafter ties shall be installed a minimum of 4' O.C. where ceiling <br /> joists and raftcrs arc not parallcl. - <br /> SeccLon 2516(g)5: Purlins may be installed to reduce rafter span and shall be braced to <br /> , bcaring wall ox• bcams o�ly, (not to cciling joists) . Thc purlin <br /> at�all bc no �m�ller th�n the rafter it support�. pfinimum braees 2' <br /> • x 4', maximum slopec on braces 45� � <br /> 5 • <br /> • <br /> � F <br /> � <br /> J <br /> �„r_ . .. . . . . _ <br />