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h <br />157.' Garages lor the storaFe of privale pleasure cars <br />should be designed lor a minimum 2000�pound <br />wheei load. Section 2302 (b). <br />156i Live load sipns aie required. SeUion 2309. See <br />159.� GWed�iaminated lumber should be fabri:ated in <br />iccordance with Section 2511 (1). <br />160: Allowable stress in �lueddaminated members <br />over 12 inchcs in depth should considcr a <br />depth reduclion factor. Section 2511 (d) 6. <br />161." Bolted conneclions ezposed lo the weather are <br />limited to 75 percent ol the allowablc load <br />under protected conditions. U.B.C. Standard <br />No. 25�17. <br />162. ��nchorage of concrete and masonry walls should <br />eomply v�ith SeUion 2313. <br />163.�i Plywood grades should conform with Table No. <br />25�8. <br />164.' Justification is required that sufficient slope or <br />cantber is available to assure adequate roof <br />drainage after long time Aeflections. In lieu of <br />lhis, roofs must be designed for possible pond- <br />in6 of water. Section 2305 (e). <br />165.' Details on stressing method and hardware along <br />with justilying data are required on prestressed <br />concrete work. This data should 6e submitted <br />and approved prior to ordering of material. <br />Notc that all tendons should comply with Sco <br />tion 4303 (c) 3, 'or fire�resistive purposes. <br />]66: Wctding data cr details tor stecl de[kine used as <br />a diaphragm should be provided. Information <br />should comply with a specific ICGO msearch <br />recommendation or test data suhmitted in <br />compliante with Section ]06. <br />lldditional Corrections: <br />. rn�_. , ,.. � . - . . ..., <br />d <br />�'�l �—,� �� i � � r � <br />167: Detnils should be provided on'roof (floor) dia• <br />� phragm connectlons that indiwte how lhe <br />shears arc translcrred to vertical shear�resisb <br />in� elements. Conncctions should bc lusti:ied <br />with strucWral calwlations lor compliancc v ith <br />allowabie values. <br />168. Nailing for gypsum board (lath, shcathing hoa•, d) <br />used structunlly on shear walls should �e <br />specified to comply with TaLle No. 47�1. <br />169. Shear walls utilizing Sypsum 6oard (lalh, sheat �• <br />ing board) cannot be usetl to resis[ loads i n� <br />posed by masonry or concrete walls. Footnote <br />1, Table No. 47•I. <br />170. RailinGs should be designed to wiUistand a 20 <br />(50) pound per foot horizontal force. Table <br />No. 23•C. <br />171: Ceiling joists shovid be designed for total load <br />of not less than 10 (20) pounds per square <br />fooL Tabic No. Y3�C. <br />172: Interior partitions should he justified structurally <br />for stren�th and deflecticn criteria specified in <br />Section 2312 (b). <br />173 . .................................................... should coinpiy <br />with a specific ICBO research recommendation <br />or justifying test data should 6e submitted in <br />eompliance with Section ]06. <br />174. Plans should indicate that foundrlions extend <br />below thc frost linc. <br />175. Provide tomplete spec�tication in conformance <br />�vith the design for ............................................ <br />. , � ., �., i .. .,, i�. - .. � ... �,�','_ <br />� � ,� �� ,r � � ,r-r - �i��_�ilr I� <br />' ' . . . . . li � - <br />i '. <br />, � � i rr � ,., <br />Thesc shcets are a part of the pions and shali remain atlached thcreto. <br />Rechecked and Approved <br />. Date <br />( � <br />L� <br />� . <br />Corrections as above indiwted will be complied .vith. <br />(Sign Hc�c) <br />Checked by <br />Date <br />Shect No. G of G Shcels <br />............................................... <br />(51gn:lora ol Owncr or Applicant) <br />