Laserfiche WebLink
3. <br />� �� Section 2.`i17(m): Where post and beam or girder censtruclion is used, a positive <br />� connection shall bc provided to insure against uplift and latcral <br />� � dirplacement. <br />Section 2518(c): Girders shall be decigned to supporL all loadc and when supportin9 <br />first floor joists s}��11 bc not less than 4" x 4" for spans S' or <br />less, or not less than 9" x G" placed on edge for span� not morc <br />than 7'. I.aminaCed built up bcams with laminations not less than <br />2" in thic};ness may be used. The end joints shall occur over <br />supports. Wherc a 9irder is spliced over a supporC, an adequate tic <br />shall bc provided. <br />Section 2518(d)3: .7oists under bearing partitions s2ia11 bc doubled. .7oist framed into <br />thc side oL a u:ood girder sh�ll be supporCed by fr�min9 anchors, using <br />only nails designed Lor usc with framing anchurs. .loisc shall bc <br />supporCed laterally at the ends and at each cupport. <br />Section 2516(d)5: Bearing partiti.ons perpendicul�:�r to joict shall not be ofLset from <br />. cupport girders, walls or partitions morc than thc joi.st d�.�gth. <br />Section 251Q(e)z: Car decAing type cubfloor shall have a miximum span of 4'-0", <br />1" nominal strip squarc edge flooring, k" tongnc-and-groovc flooring, <br />or 3/6" plywood shall be applied ovez random length dec'r.ing used as <br />subfloor. � <br />Section 7.5].8(f)1: Studs in.extcrior walle and interior bcaring walls of buildings not <br />more than 2 storics in hci��ht, shall bc not less than 2" x 4". <br />Intcrior non'ucaring partitions may bc framed with 2" r: 3" ctuds. <br />Section 257B(f)3: Standard and better 2 x 4 studs not ovcr 10' in length may be <br />spaced not more than 2S" O.C. when supporting a roof ar:d ceiling l.00c <br />only. t9hen 6earin9 studs are spaced at 2A" intervals, care shal: Le <br />ta}:ert to insurc centering of roof trusses over thc stucs. Studs <br />cpaced 24" O.C. shall be braced with only 3/4" diagonal shcathing or <br />3/8" plywood shcaChin9. Studs supporting floors or braced by any <br />othcr means shall be spaced not morc than 1G" O.C. <br />Sectron 2518(f)4: Studs sha11 be capped v.ith double top plates installed to provide <br />. overlapping at corners and at intersections with 6earina par.titions. <br />£,nd jointa in double plates sha21 h,c offset at least 48". <br />SecCion 251�(P)5: DtL1CP�G - nll exterior M•alls and main cross stud paztitions shall bc <br />--- " --- �--' effecCively and thorou9hly braced at each end and at least every 25 <br />fcet ot lenqCh. An appruved type of selid cheating shall be applicd <br />� � on eitlier facc of Che caterior walls of thc firsC story of a11 wood <br />. � frame buildi.ngs riao stori�s in height, located as ncar end of wall <br />secCicn as poc=iblc and at le�st 25 percent of the l.inear leng[h of <br />woll. <br />�' Section ?.51�(f)7: All openings in bcaring walls shall Uc provided wihli header�. Hcadere <br />, shall havc at lcast a 2" conCinous Uearing to th�� f:ooc or boCtom <br />platc <br />Section 2518(g)1: When�Che roof pitch i. le,c than 3 and 12, ridge hi��s and vallcys <br />slmll be desiyned as heams. <br />Section 2518(9)4: Raflcr ties shall be instal.l.ed u minimum of 4' O.C. whcrc cciling <br />. joictc and rafCcrs arc noC parallel. , <br />Section 1.510(�7)5: Purlins may be installed Co reduce rafCer sp�n and sh�ll be braced Co <br />bc:�ring ��n11 or Uc�ms only, (noe to ccil.inq joists). The purlin <br />' � Fh:ill bc no ::mallei' Chc�n Lhc rafLcr it supp�rts. htinimum bracc.^, 2' <br />. x 4', r.iaximum :,lopc: on Ur�ccs 45°, <br />