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157. <br />Garages for the. storage of private pleasure cars <br />should be designed for a minimum 2000 pound <br />wheel load. Section 2302 (b). <br />1". <br />Live load sinns are requred. Section 2309. See <br />.. ......... <br />159. <br />Glued-larninated lumber should be fabricated in <br />accordance with Section 2511 (1). <br />16U. <br />Allowable slr"ss in Clueddarninated members. <br />over 12 hlehe% In depth should consider a <br />IL1, <br />depth reduction factor. Section 2511 (d) 6. <br />golfed connections "'posed to the weather are <br />limited to 75 percent of file ollnwabie loed <br />under protected conditions. U.D.C. Standard <br />I <br />No. 25-17. <br />12. <br />Anchotape Of concrete and masonry walls should <br />comply with S'cchan 2313. <br />163. <br />PIywood Crades should conform with Table No. <br />25•R. <br />IV. <br />Is required that sufficient slope or <br />camber is avnilehla In assure adequate roof <br />IJustification <br />drainage after long limp deflections. In lieu of <br />this, roofs must be designed for possible pond- <br />inC of water. Section 2305 (a). <br />165. <br />Details on stressing method and hardware sloop, <br />with Justifying data are required on prestressed <br />concrete work. This data should by submitted <br />and approved prior to Ordering of material. <br />Note that all tendons should comply with Sec. <br />lion 4303 (c) 3, for fire resistive put poses. <br />165. <br />Welding data or details for slept decking used as <br />a ellaphrrgm should be provided. Information <br />should comply with a specific ICAO research <br />recommendation or test data submitted in <br />compliance mills Section )06. <br />Additional Corrections: <br />a <br />.- t <br />367. <br />Details should be provided on rnnf (floor) dia• <br />phragin connections that oul¢:do how the <br />shojis are transferred to vertical <.hearreswh <br />Ine efemerds. Connections should he justified <br />with structural calculations for romphrince with <br />allowable values. <br />168. <br />Nailing for gypsum board (lath, sheathing board) <br />used structurally on shear walls should be <br />specified to comply with Table No. 47d. <br />169. <br />$hear walla utilizing Cypsum board (lath, sheath• <br />ing hoard) cannot be used to tcs,sl lends Im. <br />posted by ma<onry or concrete walls. footnote <br />1, Table No. 47•I. <br />- <br />17o. <br />Illdlines should be designed In withstand a 20 <br />(50) pound per loot horizontal force. Table <br />No. 23•C. <br />17). <br />Celline Joists sho Id he designed for Intel load <br />of not less than 10 (20) pounds per square <br />foot. Table No. 23 C. <br />112. <br />Interior partitinns should he Justified structurally <br />for strength and deflection criteia specified in <br />Section 2312 (b). <br />173. <br />.................. ............... .......... _...... should comply <br />with a specific ICRO research recommendation <br />or Justifying lest dale should I,e 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 design for ............................................ <br />These sheets are a part of the plans and shall remain attached thereto. Corrections as above Indicated will be complied wills. <br />Recherl,rd oral Approved......................................................... ................. (Sll;n ltere).............................................. ................... _.......... <br />(Slaealure of e„ner, or Appllrann <br />Dato....... _.._....... _................................................. - Checked by ............................................................... <br />Dale.......................................................................... <br />Sheet No. 6 of 6 Dhects <br />i <br />