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157. <br />Garages for the storage of private pleasure cars <br />should be designed for a minimum 2000-pound <br />wheel load. Section 2302 (b). <br />158. <br />Live load signs are required. Section 2309. See <br />.......................................................................... <br />159. <br />Glued -laminated lumber should be fabricated in <br />accordance with Section 2511 (f). <br />160. <br />Allowable stress in glued laminated members <br />over 12 inches in depth should consider a <br />depth reduction factor. Section 2511 (d) 6. <br />161. <br />Bolted connections exposed to the weather are <br />limited to 75 percent of the allowable load <br />under protected conditions. U.B.C. Standard <br />No. 25.17. <br />162. <br />Anchorage of concrete and masonry walls should <br />comply with Section 2313. <br />163. <br />Plywood grades should conform with Table No. <br />25•B. <br />164. <br />Justification is required that sufficient slope or <br />camber is available to assure adequate roof <br />drainage after long time deflections. In lieu of <br />this, roofs must be designed for possible pond• <br />Ing of water. Section 2305 (e). <br />165. <br />Details on stressing method and hardware along <br />with justifying data are required on prestressed <br />concrete work. This data should be submitted <br />and approved prior to ordering of material. <br />Note that all tendons should comply with Sec. <br />tion 4303 (c) 3, for fire -resistive purposes. <br />166. <br />Welding data or details for steel decking used as <br />a diaphragm should be provided. Information <br />should comply with a specific ICBO research <br />recommendation or test data submitted in <br />compliance with Section 106. <br />Additional Corrections: <br />Mew <br />167, <br />Details should be provided on roof (floor) dia• <br />phragm connections that indicate how the <br />shears are transferred to vertical shear•resist- <br />' <br />Ing elements. Connections should be justified <br />with structural calculations for compliance with <br />allowable values. <br />168. <br />Nailing for gypsum board (lath, sheathing board) <br />1 <br />used structurally on shear walls should be <br />specified to comply with Table No. 47•1. <br />169. <br />Shear walls utilizing gypsum board (lath, sheath• <br />Ing board) cannot be used to resist loads im- <br />posed by masonry or concrete walls. Footnote <br />1, Table No. 47•I. <br />170. <br />Railings should be designed to withstand a 20 <br />(50) pound per foot horizontal force. Table <br />No. 23•C. <br />171. <br />Ceiling joists should be designed for total load <br />of not less than 10 (20) pounds per square <br />R: <br />foot. Table No. 23•C. <br />172. <br />Interior partitions should be justified structurally <br />i <br />for strength and deflection criteria specified in <br />Section 2312 (b). <br />1173.1 <br />.................................................... should co.nply <br />with a specific ICBO research rec)mmendation <br />Milli <br />I or justifying test data should be submitted in <br />compliance with Section 106. <br />174. <br />Plans should indicate that foundations extend <br />below the frost line. <br />175. <br />Provide complete specification in conformance <br />with the design for ............................................ <br />_? <br />P�Af'-AS 4 <br />j t(IZ IC-( 1)t/LL LJL Id-1 !� <br />LI ALL 3� <br />1 1�-HOJiZ <br />I<itF- PROZ �C-CE �. �A���-�. Il-/L <br />C�1'�IZ <br />16 YIZJvl1`. <br />jl Q. 4ncad C. �9S 1.4 C c r of <br />S of L-E c <br />t "Tl-1•r f 1 <br />It-1r1-ter <br />These sheets are a part of the plans and shall remain alt3ched thereto. Corrections as above indicated will be complied with. <br />Rechecked and Approved ......................................... ................................. (Sign Here)........................(..S.lan.....a..urs ...... of ....O....wner ..... or ..A....PPlican.........q ..... <br />Date........................................:................................. - Checked by <br />Date .......... <br />Sheet No. 6 of 6 Sheets <br />