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153. <br />Justdyinf; calculathms and delailr ::houlrl be pru- <br />videdtoo ....... . ................ _. _..._ _.... .. ......... <br />154. <br />Roofs shall be dosifmcd tot snow leads of <br />........ ............. pounds per square foot. Section <br />2305 (c). <br />--- <br />_155. <br />- <br />file roof should L•t• desi)tne!I for uplilt wind pros' <br />sures with due for laletat support <br />of ecnrproesion flai,o es of flexural members. <br />Floor load should cuns:dor n 20.pound per <br />156. <br />square toot partition load. Section 2302 (h). <br />Malquacs should be deli: nrrl for a 60-pound I ±r <br />157. <br />square font live load. Table No. 23 A. <br />Garages for the stor.:ge of private pleasurr cms-_- <br />158. <br />should be designed for a minimum 2000 pound <br />wheel load. Section 2302 (b). <br />159. <br />Live load signs are required. Section 2309. See <br />................ ........ ._........._... ....... ....._.... ..........-. <br />160. <br />GlueVaminaled lumber should be fabricated in <br />accordance with Section 2513 (c). A certificate <br />of inspection should be sdbnlilled to you. Sec- <br />tion 251b (e). <br />161. <br />Allowable stress in f;lued•Inminated members <br />I <br />over 12 inches in depth should consider a <br />I <br />depth reduction factor. Section 2513 (a) 4. <br />162. <br />Cross grain tension in wool is limited to approxi• <br />• <br />mately one-third thr allowable stress in shear. <br />Roof and floor ledlxrs should be justified for <br />this tension resulting front a 200-pound per <br />lineal foot horizontal force specified in Section <br />2313 in combination with dead leads, both <br />causing ccccptric rnonlents. <br />163. <br />Bolted connections exposed to the weather are <br />limited to 75 per cent of lire allowable load <br />under protected conditions. U.B.C. Standard <br />No. 25.1711 (c). <br />164. <br />Anchorage of concrete and masonry walls should <br />comply with Section 2313. <br />165. <br />Plywood grades should conform with Table No. <br />25•C. <br />166. <br />Justification is required that sufficient slope or <br />..amber is available to assure adequate roof <br />drainagei after long time deflections. In lieu of <br />this, roofs must be designed for possible <br />pending of water. Section 2305 (f). <br />Additional Corrections: <br />e <br />l hcso sheets are a part of the plans and shall remain attached thereto. <br />Rechecked and Approved ......... ................................................ ..... <br />Unto . ........... ..... .................. ......... <br />_...._...... <br />--• <br />167. <br />'Details on :Nrassing nielhod argil h:ud,vale aluort <br />will jn5ldyini• data am requited on pfesl n•�:.•d <br />conmele work. This data sho•eld he subn:dlad <br />and approved prior to ordering of material. <br />Nolc that all tendons should comply with Sec• <br />tiun 4303 (e) 3, for fire•Ie5lshve puiposrs. <br />Weluing data or details for steel decking utnd a•. - <br />168. <br />a diaphragm should be provi•ed. Inforowtion <br />should comply with a specifP; ICB0 icsralch <br />recomnlondation or lest data submitted in ronl- <br />pliancc with Section 106. <br />169. <br />Details should be provided on roof (flout) dia- <br />phragm connections that indicate how the <br />shears are lranshrred to vertical shoar•tesisting <br />elements. Connections should be justilird vnth <br />structural calculations for compliance with al. <br />lovable values. <br />T <br />170. <br />Nailing for gypsum board (lath. sheathing board) <br />used structurally on shear walls should be <br />specified and comply with Table No. 47-I. <br />171. <br />Shear walls utilizing gypsum board (lath, sheath. <br />Ing board) cannot be used to resist loads un- <br />posed by masonry or concrete walls. Footnoto <br />1, Table No. 47•I. <br />172. <br />Railings should be designed to withstand a 20• <br />pound per foot horizontal force. Section 2304. <br />173. <br />Ceiling joists should be designed for total load <br />of not less than 10 pounds per square foot. <br />Section 2304. <br />174. <br />Interior partitions should be justified structurally <br />for strength and deflection criteria specified in <br />Section 2312 (b). <br />175. <br />...................................................... should comply <br />with a specific ICED research recommendation <br />or justifying lest data should be submitted in <br />compliance v.ith Section 10G, <br />176. <br />Wood members entering masonry or concrete <br />should comply with Section 2509 (f). <br />177. <br />Plans should indicate that foundations extend <br />below the frost line. <br />178. <br />Provide complete specification In conformance <br />with the design for ............................................ <br />corrections as above Indicated will be complied with. <br />(Sign Here) ............... ..... ............ .................... ...................... <br />........... <br />(Signature of Owner or Applicant) <br />Checked by ..................... <br />Date ............. <br />corm 200.3 <br />Street I40.... h.___of_.... ..._..._Sheets <br />