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. . /'�`� �. � . . <br /> 757. Gara�es tor the storage of private p�easure ears 1G7. Details should be provided on roof (fioor) dia- <br /> should be desi�ned tor a minimum 2000�pound phragm connections that indiwte how the <br /> wheel load. Seclion 2302 (b). shears are Lransicrred to vertical shear-resist- � <br /> 15& Live load signs are required. Section 2309. See , inC elements. Connections should be justitied <br /> .......................................................................... <br /> with structural calculalions tor compliance with <br /> allowablc valucs. <br /> 159. Glucd-laminated tumbcr should be fabricated in . <br /> accordance wilh Section 2511 (i). 166. Nailing for�ypsum board (lath,sheathing board) <br /> 160. Allowable stress in P.lued�laminaled members used structuratly on shcar walis should be <br /> over 12 inches in depth shouid consider a specilied lo comf>ly with Table No. 47-I. <br /> depth reduction factor. Section 25ll (d) 6. 169. Shear walis utilizin��ypsum board (lath,sheath� <br /> . 161. Dolled connecttlons exposed to the weather are iay board) cannot be used to resist loads im� <br /> limited to 75 percent of lhe allowable load posed by masonry or concrete walls. Footnote <br /> under protected conditions. U.D.G Standard 1, Table No. 47-I. <br /> tJo. 25�17. <br /> 162. AnchoraGe of concrete and masonry walls should 170. Railings should be desi�,med to v.•ithstand a 20 <br /> compiy wilh Seclion 2313. (50) pound per fool ho,-izoMal torce. Table <br /> No. 23•C. <br /> � .163. Plywood grades shoWd conform with Table No. — - <br /> p�.p, 171. Ceiling joists should be desi�n,�d tor total Ioad <br /> of �ot less ihan 10 (20) poui�ds per square <br /> ]64. Justification is required that sufficient slope or fooL Table tJo. 23�C. <br /> camber is available to assure adequale roof <br /> drainage after long time deflections. In Iieu oi �7p, Interior partilions should be juslified;tructurally <br /> this, roofs must be designed for possibte pond• - for strength and deflection crileria s4"�itied in <br /> ing of watec Sedion 2305 (c). Sedion 2312 (b). <br /> 165. Delails on stressing method and I�ardware a�ong <br /> . witli justifyins data are required on prestressed 173. .................................................... shoulA c�mply <br /> concrete work. This data should be submitled with a specific ICBO rnsearch recommencation <br /> and approved prioi to ordering of material. ' or justifying test data should be submiNed in <br /> Note that all tendons shoWJ comply with Sec� compliance viilh Section 106. <br /> fion 4303 (c) 3, for fire�resistive purposes. <br /> 166. YJeidin�data or details for steel decl:ing used as »4• Plans should indicate that foundations extend <br /> a diaphrPm should be provided. Information below fhe�. lmst iine. . <br /> should cemply with a specific IC60 research 175. Provide comptete specification in conformance <br /> recommendalion or test data submitted in � <br /> . compliance wilh Section ]06. with the design tor.._........................._............. <br /> .Additian.l Corrections: � <br /> �t �'i.n ;.r..< r� . /a . r. . ._ �' — <br /> .�_ <br /> Triese sheets are a part oi tl.e plais and shall remain ariached thcreto. Correclions as above indicated wilt be comP��ed with. <br /> Recheckedand ApProved ........... . ............................................(Sign Here)............................................................................. <br /> .......-.......... (SlCnaluro ol Owner or ApPlimn�) <br /> Date.................... . .......................... Checked by.............................................................................. <br /> ......-'.................. <br /> , Data........................................................................................ <br /> Shcet No.G of 6 Shcets � <br /> 1 - - - <br />