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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 falodcated in <br />accordance vbth Section 2511 (f). <br />160. <br />Allowable stress in Clued -laminated members <br />over 12 inches in depth shoute consider a <br />d_plh reduction factor. Section 2511 (d) 6. <br />)61. <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 0. <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 />I <br />this, roofs must be designed for possible pond• <br />ing of water. 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 Iondons should comply with Sec- <br />tion 4303 (c) 3, for fire -resistive purposes. <br />166 <br />elding data or details for steel decking used as <br />a diaphragm should be provided. Information <br />should comply with a specific ICB0 research <br />recommendation or lest data submitted in <br />compliance with Section 106. <br />Additinnal Corrections: <br />167. <br />Details should be provideb on'roof (floor) dia• <br />phragm connections that indicate how the <br />shears are transferred to vertical shear -resist- <br />' <br />Ine elements. Connections should be justified <br />• <br />with structural calculations for compliance with <br />allowable values. <br />168. <br />Nailing for gypsum board (lath, s:ieall.ing board) <br />1 <br />used structurally on shear wails should be <br />specified to comply with Table No. 47-1. <br />169. <br />Shear walls utilizing gypsum board (lath, sheath. <br />Ine board) cannot be used to resist loads im- <br />posed by masonry or concrete walls. rootnote <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 />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 iCBO research recommendatior. <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 design for ............................................ <br />I rLoop ���fZ S?Ar(♦ nrA�/ ll.:.l or—/E=1—t064K <br />Ry. tC D o l a c ,r,etits itR�.¢ n-t 'MAI, . C TAgt.S 1-1 -A� — - <br />These sheets are a part of the plans and shall remain attached thereto. <br />Rechecked and Approved <br />Data <br />Corrections as above indicated will be complied with. <br />Here) ....... <br />Checked by <br />Dale <br />(SICnature or Owner or Applicant) <br />Sheet No. 6 of 6 Shecls <br />