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i <br /> . � <br /> 757. Garages (or the sloraf;e of privalc plcasurc cars 1G7. Dclails should bc provided on�rool (floor) dia• , <br /> shoU!d be desi[;neA for a minimUm 2000�pound phra�m connec[ions lhat indicate how the <br /> wheel Ioad. Section 2302 (6). shoars are tr.nsfened to vertical shearvresist� <br /> ' inC elements. Connections should be justihed <br /> 156. Live lond sipns are required. Sedion 23G9. See ' �yi��� struclural calculations for compliance with . <br /> � """�"'""� • allowa6lc valucs. I <br /> ........................... ........... ...... <br /> ]59, Glued�laminated lumbcr should be fabriWted in � <br /> accordantc viith Section 2511 (q. 168. Nailin� for gypsum board (lath, shcathin� board) ` <br /> useJ stnicturally on shear walls should be ; <br /> lbp, fdlowable sUess in gloed�laminated members specitied to comply with Table No. 47�1. <br /> over 12 inehes in deplh should consider a <br /> deplh redudion facloc Section 25ll (d) 6. 1(�9, Shear walls utilizinC GYPsum board (lalh. sheath• <br /> 161. 2olled conneclions ezpused lo the weaU�er are in� board) cannot be used lo resist loads im� � <br /> ' Iimited to 75 pereent of the aliowa6le load posed by masonry �r concrete walls. Fwtnote <br /> under protecled eonditions. U.�.C. Standard 1, Table No. 47�I. <br /> tJo. 25�ll. s should be desiCned to viithstand a 20 i <br /> ry walls should 170. Railin� — � <br /> 162. Anchora�e of concrete and mason (50) pound per fool horizontal forca Table <br /> eomp�Y v�ith Section 2313. No. 23�C. <br /> 163. i Pl7nvood Eredes should conform with Table No. 171. CeilinG loists should he desi�nr.d for total load <br /> �5'B� ot not Icss lhan 1D (20) pounJs per square <br /> 164. Justitication is required that suflicient slope or fooL Table No. 23�C. <br /> I tart:ber is availablc to assure adequzte roof <br /> drzinaEe after long time detlections. In lieu of 172. Interior partilions should be I��stified struclurally <br /> this, rcofs musl 6e designed tor possible pond- {or stren�th and deflection criteria specified in <br /> inG of v�ater. Section 2305 (e). Seclion 2312 (b). <br /> 165. Details on stressing method znd hardviare alonG 173. ................................ ....... should comply <br /> vrith justifying data are requirecl on presVessed with a s ecific ICBO research recommendation <br /> concrale vrork. This data should be submitied G <br /> � and approved prior to ordering ot material. or justifying test data should bc submitted �n <br /> Notc lhat all tentlons should comply with Seo- eompliance v+ith Section 306. <br /> tion A303 (c) 3, lor fire�resistive ��urposes. <br /> ll4. Plans should indicate that foundations extend <br /> 165. Plcldin�; dzta or details for steel deckin� us�d as below lhe frost line. <br /> a diaphra�m should be provided. Information <br /> shoWd comply wilh a speci(ic ICBO research 17�. provide comptete speci(ication in conformance <br /> recommenda[ion or test data subm�lted in with the design for..................._._.................... <br /> compliance with Settion 10E. �_. <br /> Additional Corrections: � - • . <br /> These sheets are a part of ihe plans and shall remain atWched thereto. Corrections as above indicated will be complied ++ith. <br /> � ........................ <br /> (5ignaWro ol Owncr or Applicant) <br /> Rccliecked 2nd ApProved............................................................................(SiGn Hcre ..........; <br /> � Cliccked b """"" � <br /> Dalc............................. - y........................................................_.......... i <br /> � � Date ........................................................................................ <br /> Shcet No. G of G Shccls �I <br /> � <br /> � <br />