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157. GaraP.es tor the storage of privalc P�easure cars <br />ShouW bc designeU for a miniinwn 2000�pound <br />wheel load. Section 2302 (b). <br />]56. Live load siGns arc required. Sectian 2309. See <br />.......................................................................... <br />159. Glued�laminated lumber should be fabricated in <br />accordance vrith 5ection 2511 (t). <br />]60. Allowable stress in glucA�laminated membcrs <br />over 12 inches in depth should consider a <br />depth reduction taclor. Section ?.511 (d) 6. <br />161. Bolted connections exposed to the weather are <br />limited to 75 percent ol the allowablc load <br />under pwtected conditions. U.�.Q SmnJard <br />No. 25•17. <br />162. AnchoraGe of concrete and masonry walls should <br />comply with Seclion 2313. <br />163. I Plywood grades shoWd eonform with Tablc No. <br />25�8. <br />164. Justiticalion is required that sulficient slope or <br />cam6er is availablc lo assum aJequat¢�root <br />dminage after lon� lime dellections. In lieu of <br />this, roofs must be desi�ned for possible pond� <br />ing ol watec Seclian 2305 (e). <br />' 165. Details on stressinq methoA and hardwarc along <br />, with justifying data :+ic required on prestmssed <br />concrete work. This data shoulcl be submitted <br />and appmved prioi to ordcrins of matcrial. <br />Nole lhat all tendons shoWd comply with Sec•� <br />tion 4303 (c) 3, for firrresistive purposes. <br />1G6. Welding daW or details for steel deckin� used as <br />a diaphra�;m should be provided. information <br />should complY with a specific IC�O research <br />recommendation or test data submitted in <br />. compliance wilh Section 10G. <br />Additional Corrections: <br />167. Uclails should bc �vnvided on roof (Iloor) dia� <br />phraE�» �onnections lhat indicate how the <br />shears are transfcrred to vcrtical shcarresist� � <br />inG dements. Connections should be lustificd <br />� with stmciural calculalions tor compliancc with <br />allowablc vatues. <br />168. Nailin� for GYPsum board Qath, sheathin� hoard) <br />used slructura�ly on 5hear walls shoUld bo <br />speci(ied to complY with Table No. 47�1. <br />169. Shcar walls utilizing GYPsum board (lath, sheath� <br />ing board) cannot be used to resist loads im• <br />posed by masonry or concmte walls. Poofnote <br />1, Table No. 47�1. <br />770, Railings shoidd be designed to withstand a 20 <br />(50) poUnd per foot horizontal (orcc. Tablc <br />No. 23�C. <br />171. Cciling joisis shoulcl be designed for lotal load <br />of not less than 30 (20) pounds per square <br />foot Table No. 23�C. <br />172. Intcrior partilions shoWd be justilied structurally <br />ior slren�th anA deflection triteria specificd in <br />Section 2312 (b). <br />173 . .................................................... sliould comply <br />with a specific ICBO rescareh recommendation <br />� or juslifyin� test dala should be sUbmilted in <br />compliancc with Section 106. <br />I174. Plans should inAicate that foundations extcnd <br />below the frost line. <br />I175.I Provide complete specitication in eonformance <br />witli the AeSign for ............................................ <br />These sheets are a part of fhe pl. r,. and sliall remain altached therero. Corrections as above indicateA will be complicd willi. <br />RecheckcAand APProved ..................................._.........__.........................iSiGn Hcre) ................................................._......................... <br />. (SIC���urc of Owncr or 4pplicanO <br />Uale........__ .................................._.......................... Chccked by ......................._.................................._................. <br />Dalc........................................................................................ <br />Shccl Nu. G of G Shccls <br />L <br />C�= <br />m <br />