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157. <br />Gsrages for the slora re of private pleasure cars <br />should be designed lot a mmimum 2000-pound <br />vthcc•1 load. Scchon 2302 (b). <br />159. <br />Live load signs are required. Section 7309. See <br />159. <br />Gtucd laminated lumber shnuld he fabricated in <br />accordance with Section 2511 (1). <br />160.I <br />AI!owable stress in Clued -laminated members <br />over 12 inches in depth should consider a <br />depth reduction factor. Section 2511 (d) 6. <br />161. <br />L.Itcd connections exposed to the vrcather are <br />limited to 75 percent of the alliri load <br />under protected conditions. U.D.C. Standard <br />Ito. 25.17. <br />162. <br />Anchorane of concrete and masonry walls should <br />comply with Seclien 2313. <br />163. <br />Pe;emod grades should conform with Table No. <br />I 25.D. <br />164. <br />Jvslificalion 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 of water. Section 2305 (a). <br />I65. <br />Details on stressing method and hardware along <br />with justifying data are required on prestressed <br />concrete wort.. This data shculd be submitted <br />and approved prior to ordering of material. <br />Rote I let all tendons should comply with Sec. <br />tion 4303 (c) 3, for fire -resistive purposes. <br />I66. <br />Plelding data or details for steel decking used as <br />a diaphragm should be provided. Information <br />should comply with a specific ICDO research <br />recommendation or test data submitted in <br />compliance v.illl Section 106. <br />Additional Corrections: <br />I G7. <br />began; should be provided onroof(Ilcor) dia- <br />phragm connections that indicate how the <br />shoats are tra nslcned to vertical shmr-resist- <br />Ing elements. Connections should be ;usttbed <br />with structural calculations for compliance with <br />allowable values. <br />169. <br />Nailing; for gypsum board (lath, sheathing board) <br />used structurally on shear walls should be <br />specified to comply with Table No, 47•I. <br />169. <br />Shear walls utilising Gypsum board (lath, sheath- <br />ing board) cannot be llsed to rests: leads 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 />Ito. 23•C. <br />171. <br />Ceiling joists should be designed for total lead <br />of riot less than 10 (20) pounds per square <br />tool. l a ble No. 23-C. <br />172. <br />Interior partitions should be justified slruch rally <br />for strength and deflection criteria specifieJ in <br />Section 2312 (b). <br />173. <br />.................................................... should comely <br />with a specific ICDO research recomrnendalwn <br />or Justifying lest data should be submitted in <br />compliance with Section 106. <br />174. <br />flans should indicate that foundations extend <br />below the frost line. <br />175. <br />Provide complete specification in conformance <br />withthe design for ............................................ <br />These shorts ate a part of the plans and shag remain attached I!rerelo. Corrections as above indicated will be complied with. <br />Recheckedand Approved ................... ............... _....................................... (Sign Itere)............................................................................ <br />(Slgnaluro of Owner or Apptitantl <br />Dalo........ __..__...................... _............................. Checked by ................. _...... _............................. .................... <br />Date ................................... r.................................................... <br />L <br />Shect No. 6 of G Sheets <br />