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157. <br />Garages for the storage of private plea sure cars <br />Should be designed lur a nunitnum 2000-pound <br />wheel load. Section 2302 (b). <br />158. <br />Live load signs are required. Section 2309. See <br />159. <br />Glucd•laminated lumber shnuld be fabricated in <br />accordance with Section 2511 (f). <br />160. <br />7.I1or+able stress in Clued -laminated members <br />over 12 inches in depth should consider a <br />depth reduction factor. Section 2511 (d) 6. <br />16). <br />Oulted connections exposed to the weather are <br />limited to 75 percent of the allowable load <br />under protected conditions. U.O.C. Standard <br />Ito. 25.17. <br />I62. <br />Anchorage of concrete and masonry walls should <br />wooly will, Sc Won 2313. <br />163. <br />j P.ywood25.0. grades should conform will, Table No. <br />! <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 />Ina of water. Section 23:5 (el. <br />165. <br />Delails 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 />Ilole that all tendons should comply with Sec. <br />lien 4303 (c) 3, for fire -resistive purposes. <br />106. <br />Welding data or details for steel decking used as <br />a diaphragm should be provided. Information <br />should comply with a specific I000 research, <br />recommendation or test data submitted in <br />compliance with Section 106. <br />"d(llonal Corrections: <br />167. <br />Details should be provided on roof (Moor) dia- <br />• phraCm eonnections that indicate how the. <br />Shears are transferred to vcrbcal sllear•reslsto <br />' <br />Ina elements. Connections should be justified <br />with structural calculations for compliance with <br />allowable values. <br />168. <br />(Jailing for gypsum board (lath, sheathing board) <br />used structurally on shear walls should be <br />specified to comply with Table No. 47•I. <br />IG9. <br />Shear walls utilizing Gypsum board (lath. Sheath - <br />Ina board) cannot be used to resist to. ds im• <br />posed by masonry or concrete walls. rootnote <br />1, Table No. 47•I. <br />170. <br />nailings should be designed to withstand a 20 <br />(50) pound per fool horizontal force. Table <br />No. 23-C. <br />171. <br />Ceilioa 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 IC00 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 line. <br />175. <br />Provide complete specification In conformance <br />with the deslen for ............................................ <br />.w � r� � � i 1- � '% _ (1 �/� �= f-j is •%•= <br />r�= fFri' . <br />These sheets are a part of the plans and shall remain attached !hereto. Corrections as above Indicated will be complied with. <br />Ilteeluecked and Approved. .......................................... ................................ (Slan Ifete)..........r................................................................. <br />Islenalure of owner or Applicant) <br />Date..... _ _... ... ............... »........_....................... Checked by ................. ...................................... _.................... <br />Date........................................................................................ <br />Shect No. 6 of 6 Shecls <br />