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� zy. �� ��:,r , :( ' _ . . '' <br /> 157. Garages for Ihc :toragc of priva�c pleasurc cars IW. Uctails shoulA hc proviAcd on'�oof (Iloor) dia: �� <br /> should La desf�ncA lor a nunimum 2000�pound �i�r.�e��� connectinns lhat indicatc how U�c <br /> v�hcel load. ScUion 23C�7 (b). shovs ,uc translcned lo vcrLwl shcar�resi,l <br /> � 1.H. Live load si�ns are required. Scr.lion 2307. See „ �nC cicmcnts. Connections shoulA be prstdird ' <br /> .......................................................................... �vilh siruclur.i cilcuiilions lor com�liancc with � <br /> L3. Glucd�larnin:fid lunibcr shoulJ Lr fabricaled in attowablc valucs. <br /> atemJancc w,ith Section 251] (1). 1[8. Nailin�for�ypsum hoarA (I�lh, shcathinr board) <br /> 1VJ.IWlowaLlc strcss in glUCd•Iaminaicd memGcrs — uscA slructuraliy on shcar walls c.h�ald bc . �� <br /> ovcr 12 inchcs in dcpih should ton,iAcr a specilird lo cumply vrilh Tablc Poo. A7�1. <br /> depih rcduqion (adoc Sedion 2511 (d) G. � <br /> — 1G9. Slicar walL utiiizing�ypsum board Qafh, shcath• <br /> . ]W.I Coitrd eonnections erposed to the v:eaUier a�e ing Loaid) eannot be useA lo icsist IoaAs inr , <br /> limited tn 75 peicent of thc allov�ablc lu�d posed by masnnry or eontmtc walis. footnotc <br /> undcr prottticd condition,. U.B.C. Standa�d 1, 7abic No. 47-I. I <br /> No. 25�ll. <br /> 1G2. I Anchota�e of concrcle and masonry walls should 170. Railin�;s should be designed fo �vi(hstand a 20 i <br /> tomply wilh Srction 2313. (SO) pouncl per fool horizontai fortc. 7abie � <br /> . t4o. 23�C. � <br /> � 1G3 i ?lyxood Cradc, should conform �vith Tablc No. — _ <br /> 15�Q• 7I1. Ceiling joists 56ould be designed lor lolal load <br /> ]Fi;. Justificafion is rcquired ihat suf(icient stope rn ol not Irss Ilian 10 (20) pounds per square � <br /> I cambcr is �vailah'c to assurc adcyuate roct _ foot. Tablc No. 23-0. <br /> dnina�e alier Inn� time deflections. In licu of 172: �Inlerior <br /> Iliis, roo(s must Lc Acsipned for possible fond• F�rtilinns should Le juslified struduraily I <br /> iny+ ot r:utcr, Sedion 23G5 (c). for Slicn�;lh ,nd dclleeti0n Crilcria spetifitd in <br /> Seclion 2312 (b), j <br /> ]G5. ' Cel�ils on stiessin� method .nd herdware alon� i <br /> with justifying data am required on prestre^.sed ll3. . ... should comply � <br /> , tt�ncrele �•rork. This data shcNcl be submiited Wilh n specific IC80 researth reconimendalion i <br /> ^nd approved prior to ordcring of matrrial. or juslifyinp, test dala shouid bc submiiled in <br /> • t.'otc lhzt ,II tondons sl'oWd �crnply w.ith Scc eompliancc �vilh Seciion lOG. <br /> tien 4303 (c) , for fire�csictivc purposes. j <br /> ]65. 1';cldin� d•uta or details tor stecl detY.ing u:ecl as • »'�• �lans shouid indiwte that toundalions eztend i <br /> a diaphrzgm shouid bc p�ovidcJ. Inlormalion bclow the frost iina . <br /> should eemptY 'vilh a speci;ic IC[30 researeh . I <br /> recommendztion or tesl rlata su6mitted i� 175. Provide complMe specitication in eonformaere <br /> . � eomp�iance with Seqion ]OG. �with ihc Jcsign for............................................ <br /> � — I <br /> � Addiliunal Corrcdions: � ' • � � • . � ' <br /> � • - . � . . ' . ' ' • . � <br /> . . � ` � . . � � . . . � <br /> I <br /> . � <br /> These shcMs are a pait of thc plans and sliali remain altathcd ihereto. Correclions as above indicated wiil bc compiied xith. � <br /> ficcliecked zr.d Approved........................_.........................._......................(Si�;n liere) ..........,........................................................ � . <br /> ........... <br /> � ' , • (SIC���uro ol Owncr or Applicanp <br /> Dalo......_.�......_..............:.._. � ... � Clicckcd 6 <br /> j •, _ ......................... y..............................................................._ <br /> .............. <br /> ' � . Dale........................................................................................ <br /> Shecl Wa G of G Shccls � <br />