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157. <br />Csrages for the clora rue of private plrasure cars <br />should be do sv;ned lot it nnnimurn 2000 Pound <br />whce•I load. Section 2302 (b). <br />M. <br />Live load signs are required. Section 2309. See <br />159. <br />Witcd•laminated lumber should be fabricated in <br />accordance vdh Section 2511 (1). <br />I60. <br />Mowable stress in Clued -laminated members <br />over 12 inches In depth should consider a <br />I <br />depth reduction factor. Section 2511 (d) 6. <br />161. <br />Celled connections exposed to the v,eather are <br />limited to 75 percent of the albeahle load <br />under protected conditions. U.O.C. Standard <br />No. 25.17. <br />102. <br />Anchors,,^,e of concrete and masonry walls should <br />comply "ilh Section 2313. <br />163. <br />P.yuood Crades should conform with Table No. <br />I 25-B. <br />164.1 <br />Justification is required that sufficient slope or <br />camber is available. to assure adequate roof <br />drainage after tong time deflections. In lieu of <br />this, roots must be desirncd for possible pond. <br />Ing of water. Section 2e05 (e). <br />Derails on stressing method and hardware clang <br />V.411 Justifying data ate required on prestressed <br />concrete work,. This data should be submitted <br />1165. <br />and approved prior to ordering of material. <br />Note that all tendons should comply with Sec. <br />lion 4303 (e) 3, for fire -resistive purposes. <br />166. <br />VVdfng data or details for steel decking used as <br />a diaphragm should be provided. Information <br />should comply with a specific IC00 research <br />recommendation or test data submitted in <br />compliance v.ith Section 106. <br />Additional Corrections: <br />167. <br />Details should be provided on roof (Ilodr) dia- <br />phragm connections that indicate how the <br />Shoals are transferred to vertical shear -resist. <br />Ing elements. Connections should be piddled <br />with structural calculations for compliance with <br />allowably values. <br />168. <br />Nailing for gypsum board (lath, sheathing board) <br />used structurally on shear walls should be <br />specified to comply with Table tic, 47•1. <br />169. <br />Shear walls utilizing CYpsum board (lath, sheath - <br />Inc board) cannot be used to resist loads im. <br />posed by masonry or concrete watts. roolncte <br />1, Table No. 47•I. <br />170. <br />Railings should be dcsiCncd to withstand a 20 <br />(50) pound per foot horizontal force. fable <br />1 <br />No. 23•C. <br />171. <br />Ceiling joists should be designed for total Icad <br />of not less than 10 (20) pounds per square <br />foot. latile No. 23-C. <br />172. <br />Interior partitions should be justified structurally <br />for slrcnCth and deflection criteria specified in <br />Section 2312 (b). <br />173. <br />.................................................... should comply <br />with a specific ICDO research recommendation <br />or justifying test data should be submitted in <br />compliance with Section 106. <br />174. <br />Plans should indicate trial foundations extend <br />below the frost line. <br />175. <br />Provide complete specification in conformance <br />with the design for ............................................ <br />These sheets are a part of the plans and shall remain attached thereto. Corrections as above indicated will be complied with. <br />Recheckedand Approved...........................:............................................(Sign If rte).......... ,............ _.............................. .......... I........... <br />(Sienature of Owner or Applicant) <br />Date..... ...�........................................................... � C1lockol by ........................................................ _................... <br />' Date........................................................................................ <br />sheet No. 6 of 6 Sheets I <br />