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153. <br />Justifyinrt calmrlaliol,s ?nd delail;. ;:hutdd he plo <br />vidod far .. _.... .. <br />_ y <br />_ <br />154 <br />.................... . <br />Reofc; Shall be elesi-e,ncd to,' snow, Inads 01 <br />^..-^.-.--.... _..... pounds per Square foot. section <br />2305 (c). <br />155. <br />The real should he dcsigno(i for <br />un!dt wired pros. <br />Stiles with dun consb!cl otmn for late.-I;:I support <br />-- <br />of compression fla11){0s of flenural n,en,bem. <br />156. <br />floor lorid should consider a 20•pound per <br />Slum'! foot partition Judd. Section ;"qo2 (b). <br />157. <br />Marquees should be design(-•d far a 60 pound per <br />squaw foot live load. Table No. 23-A. <br />Garages for the stoinne'nf private pleasure ears <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 />Glued•faminated lumber should he fabricated in <br />accordance with Section 2513 (c). A certificate <br />of inspection should be submitted to you. Sec. <br />_ <br />tion 2513 (e). <br />161. <br />Allowable stress in gluedlaminaled members <br />over 12 inches in depth should consider a <br />depth reduction factor. Section 2513 (a) 4. <br />162. <br />Cross grain tension in wood is limited to approxi. <br />mately one-third the, allowable stress in shear. <br />Roof and floor ledgers should be justified for <br />this tension resulting from a 200 pound per <br />lineal foot horizontal force specified In Section <br />2313 in combination with dead (cads, both <br />causinc eccentric nioaients. <br />163. <br />Bolted connections exposed to the weith r are <br />limited to 75 per cent of the allot:. bit, 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 Witt) 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 />camber is available to assure adequate roof <br />drainage after long time deflecti;ms. In Bell of <br />this, roofs must be designed for possible <br />Pending of water. Section 2305 (f). <br />Additional Corrections: <br />These sheets are a Part of tl,e Plans and shall remain attached therein. <br />Rechecked and Approved................................................................ <br />Date................................................ <br />rorm 20D.3 <br />UO"dis on strossing method and Imidwan nlnnp <br />With justifying dada ore required On prr•.trvsSv(I <br />concrete work. ibis data should Po rnhnlitird <br />and approved prior to orderin,, of nlattrial. <br />(that <br />Note all tendons should comp!; kith S.:,:- <br />(ion 4303 (e) 3, fa• fire -resistive r6rf,r, os. <br />168. <br />Ivelding data or details for steel decidnl! u%,'d .lit <br />a dinphragni should be provided. lolurto.Lne <br />should comply with a specific Ic00 rur;can u <br />recormendation or test data submitted in <br />pliance with Section 1o6. <br />169. <br />Details should be provided on toof (lion,) ,h;: <br />phracm connections that indicate buv: ttw <br />shoals are transferred to vertical shearn^:i doq; <br />elements. Connections should bo ju:.ti'h d vn;h <br />structural calculations for compliance with , h <br />Iowa bee values. <br />170. <br />Nailing for gypsum board (lath, sheathing board) <br />used structurally on shear wails should be <br />specified and comply Willi Table No. 47.1. <br />171. <br />Shear walls utilizing gypsum board (lath. Sheath- <br />ing board) cannot be used to resist loads ini. <br />posed by masonry or concrete walls. roohlote <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 ICBO research recommendation <br />or justifying lest data should be submitted in <br />compliance Willi Section 105. <br />176. <br />Wood tnernbers entering masonry or concrete <br />should comply with Section 2509 (f). <br />177. <br />Plans should indicate that foundations extent] <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 will,, <br />(Sign Here) ..: ... ............ <br />.............................. <br />.................. <br />(sienaluro of Owner or APPlicanq ��-� �-�����������' <br />Checked by ................. <br />Date <br />Sheet No.... �......of.... 6........ _Sheets <br />