Laserfiche WebLink
u <br />j7p <br />157. <br />Gara;;es for the stora roe of private phcasure cars <br />1 <br />should be dcsrgnr•d for a minimum 2000•pound <br />wheel load. Section 2302 (b). <br />15B.1 <br />Lire load signs are tcquired. Section 2309. See <br />I59. <br />G!ucddominated lumber shr,u!d be fabricated in <br />accordance with Section 2511 (1). <br />160. <br />b.tlowable stress in Clucd-laminated members <br />I <br />over 12 inches in depth should consider a <br />depth redu;tion factor. Section 2511 (d) 6. <br />161. <br />Dolled connections exposed to the v+ealher are <br />limited to 75 percent of the allowrble load <br />under protected conditions. U.D.C. Standard <br />tic. 25.17. <br />162. <br />Anchora,,,,e of concrete and masonry walls should <br />I <br />comply With Section 2313. <br />163. <br />i P,yaood grades should conform will' Table No. <br />2,8. <br />164. <br />Justification is required that sufficient slope or <br />camber is available to assure adequate roof <br />draina,le alter long time deflections. In lieu of <br />I <br />this, roofs must Le designed for possible pond - <br />Ina of water. Section 2-'CS (e). <br />165. <br />Details on stressing method and hardv:are along <br />with justifying data are required on prestressed <br />concrete work. This data should be submitted <br />and approved prior to ordering of material. <br />Note that all tendons should comply with Sec- <br />tion 4303 (c) 3, for fire resistive purposes. <br />yielding data or details for steel decking used as <br />a diaphragm should be provided. Information <br />1166. <br />should comply with a sp^_cific ICDO research <br />1 <br />recommendation or test data submitted in <br />compliance with Section 106. <br />Additional Corrections: <br />167. <br />Details should be provided on roof (floor) dia- <br />phragm connections that indicate hour the <br />shears are transferred to vcmcal shmrresist- <br />' <br />Ina ehenenls. Connections should 6e justified <br />with structural calculations for compliance will <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. 47.1. <br />169. <br />Shear walls utilizing gypsum board (lath, sheath- <br />ing board) cannot be used to resat Io3ds im- <br />posed by masonry or concrete walls. Footnote <br />1, Table No. 47-I. <br />170. <br />Railings should be designed to v:ithslond a 20 <br />(50) pound per foot horizontal force. Table <br />No. 23-C. <br />171. <br />Ceiling joists should be designed for total lead <br />of riot less than 10 (20) pounds per square <br />foot. l able No. 2n C. <br />172. <br />Interior partitions should be justified structurally <br />for strength and deflection criteria specified in <br />Section 2312 (b). <br />173. <br />.................................................... should comely <br />with a specific ICDO research recommendation <br />or justifying test 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 design for ............................................ <br />a <br />These sheets are a part of the plans and shall remain attached !hereto. Corrections as above indicated will be complied .,ith. <br />Recheckedand Approved............................................................(Slgit licre)..........,................Slgnalu-......N.re .... of ........ Owner ...... or .......APPii�: ...... ant) .......... <br />( <br />Date........ _..... .................. Checked by ................. _..................................... _.................... <br />Dale................................... :............... ..................................... <br />Sheet No. G of 6 Sheets <br />I <br />Y-0 <br />