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M� <br />cam <br />157. Gthe 5t <br />should berdesignedafor afmimmumrate 12000�pound <br />wheel load. Section 2302 (b). <br />158. Live load signs are required. Section 2309. See <br />.................................................................... <br />159. Glued -laminated lumber should be fabricated in <br />accordance with Section 2511 (f). <br />16o. Allowable stress in glued laminated members <br />over 12 inches in depth should consider a <br />depth reduction factor. Section 2511 (d) 6. <br />161. Bolted connections exposed to the weather are <br />mitercent Of te allowable load <br />onde d pmtecteto 75 decondifionsh U .B.C. Standard <br />No. 25.17. <br />162. Anchorage of concrete and masonry walls should <br />comply with Section 2313. <br />163.Plywood grades should conform with Table No. <br />25-B. <br />164. Justification is required that sufficient rlore 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 />ing of water. Section 2305 (e). _ <br />765. I Dete'Is 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. \Melding data or details for steel decking used as <br />a diaphragm should be provided. Information <br />should comply with a specific IC80 research <br />re Commendalion or test data submitted in <br />compliance with Section 106. <br />Additional Corrections: <br />167. Details should be provided on roof (floor) dia <br />phragm connections that indicate how the <br />shears are trailsfened to vertical shear -resist- <br />ing elements. Connections should be justified <br />with structural caludations for compliance with <br />allowable values. <br />168. 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. Shear walls utilizing gyps'jm board (lath, sheath- <br />ing board) cannot be uved to resist loads im- <br />posed by masonry or concrete walls. Footnote <br />1, Table No. 47-I. <br />170. Rai!ingsshnPe a desfootgned to hozontal t force• Table <br />(50) pod <br />No. 23-C. <br />171. Ceiling joists should be designed fr tonal load <br />of not less than 10 (20) pounds <br />ua <br />foot. Table No. 23-C. _ <br />172. Interior partitions should be justified structurally <br />for strength and deflection criteria specified in <br />Section 2312 (b)- <br />173. _ ................. should comply <br />with a specific ICBO research recommendation <br />or justifying test data should be submitted in <br />compliance with Sertlon 106. <br />174. Plans should indicate that foundations extend <br />below the frost line. <br />175. Provide complete specification in conformance <br />.............. <br />with the design for ................. ....... .__ <br />These sheets are a part -f the plans and shall remain attached thereto. <br />Rechecked and Approved <br />Date <br />L <br />i raa 5 14 x RJR TN irw 1Z <br />Corrections as above indicated will be eompli" .with. <br />Nere) <br />Checked by <br />Dale......................._._.. <br />Sheet No. 6 of 6 Sheets <br />(SICneWre of Owner or APPIIcanU <br />