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157. <br />Garages for the storage of private pleasure cars <br />should be designed fora rninimurn 2000 pound <br />wheel load. Section 2.302 (b). <br />M;'. <br />Live .load signs am required. Section 2309. See <br />.......................................... <br />1L?. <br />Glucddaminated lumber should be fabricated in <br />accordance with Section 2511 (f). <br />16J. Wlowablc stress in glneddaminated members <br />over )2 inches in depth should consider a <br />j <br />_ <br />depth reduction factor. Section 2511 (d) G. <br />I6).)Polled <br />cennections exposed to the wcalher are <br />limited to 75 percent of tile allowable load <br />under protected conditions. U.O.C. Standard <br />No. 25-17. <br />162 t l.ncbmare of roncictr• and masonry walls should <br />comply with Section 2313. <br />163. i Piywood grades should conform with fable No. <br />25•R. <br />ILL' <br />Juslifiralion is required that sufficient slope or <br />camber is available to assure adequate roof <br />drainage after long time delicclions. In ficu of <br />this, roofs must be designed for possible pond• <br />ing of water. Section 2305 (e). <br />Pefails on stressing method and hardware clong <br />Willi justilying data are required on prezliessed <br />concrete work. This data should be submitted <br />end approved prior to ordering of material. <br />Note that all tendons should comply Willi Sec. <br />tion 430_' (c) 3, for I.,c resistive purposes. <br />1G6. ' <br />Yielding data or details for steel dccl:ing used as <br />a diaphrgm should bo provided. Information <br />should comply with a specific IC00 research <br />recomn:ondotion or test data submitted in <br />comp!i: ice with Section 106. <br />• Additional Cc:mclions: <br />1 G7. <br />Details should be provided on'roof (floor) dial• <br />phra gm connections that indicate flow the <br />shoos are transferred to vertical shear•resisl• <br />' <br />Ing elements. Connections should L•c justified <br />with structural calculations for compliance with <br />-- <br />allowable values. <br />166. <br />Nailing for gypsrun board (lath, sheathing board) <br />used structurally on shear walls shr.uld be <br />specified to comply with Table No. 47•I. <br />169. <br />Shear walls utilizing Cypst in board (lath• sheath- <br />ing board) cannot be used to resist loads im• <br />posed by masonry or concrete wall. footnote <br />1, Table No. 47•I. <br />170. <br />Railing- should be designed to withstand a 20 <br />(50) pound per foot horizontal force. Table <br />flo. 23•C. <br />1'71. <br />Ceiling joists shn:dd be designed for total load <br />of not less than 10 (20) pounds per square <br />foot. fable No. 23-C. <br />172. <br />'Interior paltilions should be justified structurally <br />for strength and deflection criteria specified In <br />Section 2332 (h). <br />173. <br />�................................................ should comply <br />with a specific ICGO research recommendation <br />or justifying Iest 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 designfor.............................4.............. <br />/.L 2aJF JJ_t S'ji Sf1/yd`_b: N�[ H7T Ir•--rA���yA. _. <br />These sheets are a part of the plans and shall remain attached thereto. Corrections as above indicated wig be complied with. <br />Nechecl.ed and Approved........................_......................................._.........(Sign Ilere)..........r................................................................... <br />• (sil.natvro or Owner or Applicant) <br />Ualo...».�__...._............._ ._.......:..................... Checked by.............................................................................. <br />Date............................................................................ <br />Sheet IJo. 6 of 6 Shccls <br />