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r <br />157. • Garages for the storage or private pleasure cars <br />should be drsigned for a minimum 2000-pound <br />wheel load. Section 2302 (b). <br />158, <br />Live load signs are required. Section 2309. See <br />..................................................... .................... <br />151 <br />Glueddaminatcd lumber should be fabricated in <br />accordance with Section 2511 (1). <br />IVJ. <br />Allowable stress in glued -laminated members <br />over 12 inches li depth should consider a <br />I <br />depth reduction factor. Section 2511 (d) 6. <br />161.1 <br />Bolted connections exposed to the weather are <br />limited to 75 percent of the allowable load <br />under protected conditions. U.D.C. Standard <br />No. 25.17. <br />162. <br />Anchorage of concrete and masonry walls should <br />I comply will Section 2313. <br />163. <br />Plywood grades should conform with Table No. <br />25-B. <br />1GA. <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 />I <br />this, roofs must be designed for possible pond. <br />ing ar ureter. Section 2305 (a). <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 />1. Idling data or details for steel decking used as <br />a diaphragm should be provided. Information <br />should comply with a specific ICSO research <br />recommendation or test data submitted in <br />compliance with Section 106. <br />167. <br />Details should be provided on'roof (floor) dia- <br />phragm connections that indicate how the <br />shoars are transferred to vertical Shea; -resist. <br />' <br />ing elements. Connections should be justified <br />with sh uctural calculations for compliance with <br />allowable values. <br />166. <br />Nailing for gypsum board (lath, sheathing board) <br />used structurally on shear walls should be <br />specified to comply with Table No. 474. <br />169. <br />Shear walls utilizing gypsum board (lalh, sheath <br />ing board) cannot be used to resist loads im• <br />posed by masonry or concrete walls. rootnote <br />1, Table No. 47.1. <br />170. <br />Railings should be designed to withstand a 20 <br />(50) pound per fool horizontal force. Table <br />No. 23.C. <br />]71. <br />Ceiling joists should be designed for total load <br />of not less than 10 (20) pounds per square <br />foot. Table No. 23-C. <br />172. <br />Interior partitions should be justified structurally <br />for strength and deflection criteria specified in <br />Section 2312 (b). <br />173. <br />.................................................... should comply <br />with a specific fCBO research recommendation <br />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 tine. <br />175. <br />Provide complete specification in conformance <br />with the dzsign for ............................................ <br />Additional Corrections: <br />.' PleJyrAC' Ran Sri-11r1G �T AC -AMC, 'lri rlsCi2 n�sY•S <br />These sheets are a part of the plans and shall remain attached thereto. Corrections as above indicated will be complied with. <br />Pecllecked<r.d Approved . ................ ....................... _... _..._...................... (Sign liere).......... ................................................................... <br />(signatvre of owner or Applicant) <br />Date......_.._..._........................ .._:..........._...._.. Checked by ................. _........................................................... <br />Date..............._..........................................._._........... <br />Slice( 140.6 of 6 Streets <br />