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- _ <br />153. <br />Amlifying c.:!r Walions rant delails shw;ld be pea <br />vkied Inc . ... ...._ _._......_.. ...... <br />-'-'" <br />154. <br />... ........ . <br />RcofYhall 1,,.. ,,1 •:now loads of <br />... I ............. _._ puvuJs pet mquano foot. Section <br />2305 (c). <br />The rent should he designed for iplill rind Ares <br />-_ <br />155 <br />sures with dun consideration for Iat,lol Support <br />of earnpression flanges of Pomll.-,l members. <br />I5:. <br />Floor load should consider a 20•pound I,or <br />square riot Partition toad. SOCllon :302 M. <br />Marquees should be designed for a 60 pound per <br />157, <br />square foot live load. fable No. 23-A. <br />Garages for the stolort"Of private. plcot•ure cats <br />158. <br />should be designed Ior a minimum 2000 pound <br />wheel load. Section 2302 (b). _ <br />159. <br />Live load signs are required. Section 2309. See <br />160. <br />Glued•laminaled lumber should be fabricated in <br />accordance with Section 2513 (c). A certificate <br />of inspection should be submitted to you. Sec- <br />tion 2513 M. <br />161. <br />Allowable stress in glued•tamieated members <br />over 12 inches it, depth should consider a <br />depth reduction factor. Section 2613 (a) 4. <br />162. <br />Cross grain tension In wood is limited to approxi- <br />mately one-third the allowable stress in shear. <br />Roof and floor ledgers should be justified for <br />this tension resulting from a 200-pound per <br />lineal foot horizontal force specified ill Section <br />2313 in combination with dead loads, both <br />causing eccentric moments. <br />163. <br />Bolted connections exposed to the weather are <br />limited to 75 per cent of the allowable toad <br />under protected conditions. U.B.C. Standard <br />No. 25.1711 (c). <br />164. <br />Anchorage of concrete and masonry walls should <br />comply with Section 2313. <br />165. <br />Plywood grades should conform with Table No. <br />25•C. <br />166. <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, rodfs must be designed for possible <br />ponding of water. Section 2305 (f). <br />Additional Corrections: <br />These sheets are a part of the plans and shaft remain attached theleto. <br />Rechecked and Approved .......................... <br />...................................... <br />-- <br />' <br />JG7. ,l <br />DaClils oil stressing, fnelhod and Itmdvarc numl! <br />oil Prr,lresacA <br />with justifying data are required <br />concrete work. This data should be suhmitted <br />and approved prior to ordering of matofial. <br />Note that all tendons sliould comply with Sato- <br />Lion 4303 (a) 3, for fire resistive purpases. <br />168. <br />Welding data or details for steel decking used as <br />a diaphragm should be provided. Information <br />should comply with a specific ICBO rescald, <br />rucommendation or test data submitted In eum• <br />pliance with Section 106. <br />169. <br />_ <br />Details should be provided on roof (floor) die <br />phragm connections that indicate how thn <br />shents are transferred to vertical shearvresistinrt <br />elements. Connections should be justified with <br />structural calculations for compliance with if. <br />lowable values. _. <br />170. <br />Nailingfor sum board <br />b <br />structurally on hearr wallsshould <br />specified and comply with Table No. 47•1. <br />171, <br />Shear walls utilizing gypsum board (lath, sheath• <br />ing board) cannot be used to resist loads im- <br />posed by masonry or concrete walls. 1'001110tc <br />1, Table No. 47•I. <br />172. <br />Railings should be designed to withstand a 20- <br />pound per foot horizontal force. Section 2304. <br />173, <br />Ceiling joists should be designed for total load <br />of not less than 10 pounds per square foot. <br />' Section 2304. <br />174. <br />Interior partitions should be justified structurally <br />for strength and deflection criteria specified in <br />Section 2312(b). _ <br />175...................................... <br />should comply <br />with a specific ICBO research recommendation <br />or justifying test data should be submitted in <br />compliance with Section 106. <br />176. <br />Wood members entering masonry or concrete <br />should comply with Section 2509 (f). <br />177. <br />plans should indicate that foundations extend <br />below the frost line. ' <br />178. <br />Provide complete specification in conformance <br />with the design for............................................ <br />............................................................................ <br />Corrections as above Indicated will be complied wah. <br />(Sign Ilore).......................i .fegn ....alit....ra ....o..f ...Ownar ......... or ...Aprue ant ............. ) .................... <br />Checkedby..................................................................................... <br />Date <br />Form 203.3 <br />Sheet No ..... ......of... .. P..........Sheets <br />