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m <br />r <br />r. <br />, <br />� <br />� <br />� <br />� . _ ' ;,. . . . .• . , _ r <br />157. Carages tor the storage of private pleasure cars <br />should be designed tor a minimum 2000•pound <br />wheel load. Section 2302 (b). <br />158. Live load signs arc required. Section 2309. See <br />.......................................................................... <br />,159. Glueddaminated lumbcr should be fabricated in <br />' attordance with Section 2511 (1). <br />16� Allowable stress in glued•laminated members <br />over 12 inches in depth should consider a <br />depth reduetion factar. Section 2511 (d) 6. <br />161. Bolted connections exposed to the weather are <br />limited to 75 percent of the allowable load <br />� under protected conditions. U.8.0. Standarcl <br />No. 25•17. <br />162. Anchorage of concrete and masenry walls should <br />comply with Section 2313. <br />163. Plywood grades should conform with Table No. <br />25•B. <br />164. Justifiwtion i5 required that sufficient slope or <br />camber is availa6le to assure adequate rool <br />drolnage alter long time defiections. In lieu of <br />thfs, roots must be designed for possible pond• <br />ing of water. Ser.tion 2305 (e). <br />165. , Detafls on stressing method and hardware along <br />with Justifying data are required on.prestressed <br />rnncrete work. This data should be submitted <br />and apPreved prior to ordering of material. <br />Note that all tendops should comply with Sec• <br />tion 4303 (c) 3, for lire�resistive purposes. <br />166. WeldinR data or details for steel decking used as <br />a diaphragm should 6e provided. Information <br />should comply with a specific ICBO research <br />meommendation or test ?�ta submitted in <br />mmpiiance vr�th Secti_.� �06. <br />AddiUonal Corrections: <br />e <br />. . r• . <br />. .. :.: . <br />� , - . �' � ; . . ; � � <br />167. DetailssAould bc provided on�roof (Iloor) dia• <br />phragm connections that indicate how thc <br />shears are trenslerred to verticat shear•resist• <br />�� Ing ekments. Connections should bc justified <br />with sWctural caleulations fcr compliancc with <br />allowade values, <br />168. Nailing fw gypsum board (lath, sheathin� board) <br />used slructurally an shear walls shovitl be <br />apecified to comply with Table No. 47•I. <br />169. Shearv.alls u!ilizing gypsum board (lath, sheath• <br />ing bord) cannot be used to resist loads im• <br />posed by masonry or concrete walls. Footnote <br />1, Tahk No. 47•I. <br />170. Railings should be designed lo withstand a 20 <br />(50) pound per foot horizontal force. Table <br />No. 23C. <br />171. Ceiling joists should be designed for total toad <br />of nM kss than 10 (20) pounds per square <br />1oot. TsEle No. 23�C. <br />172. Interior partitions should be justilied structurally � <br />for strmgth and deflection criteria specitied in <br />Sectim 2312 (b). <br />..........._ ..................................... should comp�; -- <br />wilh a specific IC80 research recommendation <br />or jusGlying test data should be submi8ed in <br />compl'iance with Section 106. <br />Plans shculd indicate that foundat�ons exter.d <br />below Ilie Lost lina . <br />Provide complete specification in conformance <br />with the design for .....................................--.-_- <br />a <br />n�t'�(Ch1L.('�i] yo.)il ntiA fr.-A. _!> vl 11 • . <br />a <br />These sheets are a part of the plans and shall remain attached thereto. Correclions as above tndicateA wiil be complieJ Nith. <br />Recliecke� and Approved <br />Daro <br />.............................................(Stgn Here) <br />••••••••••. � Checked by <br />Date .......... <br />Shcet No. G of G Shccls <br />(Slgnsluro ol Owner or Appllcant) <br />u <br />