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� <br /> , <br /> I <br /> , <br /> ' , . . _ � � <br /> � � - - �� <br /> 157. ,a�a,,cs lor lhe :tora�� of privatc ptca:urc cars 167. Dclalls shoulA bc pwv�Jed on�root (Iloorl d;a� � I,I <br /> s1�oulJ bc dc:�Cnr.�l lor a minimum ZOOO�pound � phra fm connectlon; tlut indic:tc hovr tli� : � <br /> YihCcl load. �etlion ?.302 (b). shoars arc translencd to vcrticol :hcar�rebi.b <br /> 158. Liyc lo.d siCns .�c �.quired. Scdion 23C3. Sce „ �n� cicmenU. Cvnncctions shoidA bc ;�.istiGr.l <br /> .... .................................................................. ... � <br /> wilh strucWral cnlculation; lor[omplian[c wiW �� <br /> allov:ablc valucs. <br /> ]Sb. G!ucd�iominated I�im6cr shr,uld bc f.bricilcd in <br /> aCeoN,ncc vrith Section 25ll (Q. 166. Nailin�t (or�^�p;um 6oard (latb, ;hrathing bcord) � <br /> lf/J. I F.I:ovrauic 5lress in �Iucd�i�minated mr.p16rr5 UseJ structurelly on shcar vi�lls should Gc � ' <br /> a�er I2 inches in depth shoWU con;ider a specilied to compy viith Tabie No. A7�1. 1 I <br /> do���� reduetion foclur. Scction 2511 (d) 6. � <br /> 169. Shcar walls utiiizing CYl:�um l,oxrd (la;h. sl:eath• 1 I <br /> 161. Eolted conneclions ezpused to the vrealher are in� board) canno: be used lo rcsul loads im� ; ' <br /> IimilcG to 75 percent ot thc al!ovrablc load poscd by masonry or eoneretc walls. Footnc.c '�I <br /> under protected eonJition;. U.U.0. Standard 1, l:�bte tJo. 47-L � <br /> tlo. 2��17. — — . I <br /> 162. nchor.r.,r, ot eontrele ,nd ma.onry walL :hould� 170. Railiii;,s shoulA be desiEned lo :•:iUrsWnd a 2D � . <br /> I�eomply v�ith Section 2313. (50) pound per foui I�orizonlal forta Tab;e I <br /> No. 23 C. <br /> 163. i Pr,:�ood pr.des should tor.form with Tahlc No. <br /> ��,g. i71. Cciling joists should 6c Jesirned for lotzl Icad ( <br /> of not Icss than 30 (20) pounds per squarc ' <br /> ]64. J�>tification is required that su((icient :�ope or foot. 1'able No. 23�C. <br /> I tzmbcr i; avzilahlc.to as�ure a7r.qualc root _ � <br /> draina�c ::ftcr long timc dc".ctions. In licu of ll2. Intcrior partitions should be justificd structurzily k <br /> ihis, roots musl be desi�ned tor possible pond• for slrenCt�i and deflrction criteria sp<ci(ied in <br /> ing o( viater. Section 23�5 (e). . Secticn 2312 (b). <br /> 7L5. � Detzils on stmssing methoJ and nard•r.are z!onG 1J3. ... should com0ly <br /> riit�i justifyin�dzta are rcquired on prestressed ••�•�•••�����•••��••��•�•��-������••�����•�••��-� ! <br /> eonerele vrorY.. This dala shoulG be subrni:tec' vrith a sDeci!ic ICEO rceaarch recommendabon � <br /> � and approved prior to orderin� of mztcrial. or justifying tc:t doW should be :ubmitted in <br /> 17ctc Ihzt all tendons shouid comply �vith Seo �ampliancc wilL Sc�tion 106. <br /> ticn 4303 (c) 3, for lirrresistive purpeses. --- <br /> 1GG. Y!e!din� dzta or detaiL lor steel deckinr us^d as 174. Plans shouid indi�lc Ihut foar�.atious extend <br /> I a diaphra({m shculd bc proviced. Information bciov thu frost lina <br /> should tomp;y viith a specitic ICBO research ll5. Proviuc tomplete specilication in r,on(nrmance <br /> . tecomNen<(aUen cr tesl dat❑ subrni;,�d in <br /> � cc-ipli�ncr, v:ilh Settion ]GG. wilh lhe Gesi�n (or.............................. ............ . <br /> Additional CoTed?ons: ' � � � � � � . <br /> ' I . <br /> . � <br /> These sheets are a part of lhe pl,ns.nd shall rem.in attached !6ereto. Corredions as aDove indicaled will be comptied Nith. <br /> Reeliecked ar.d Approved............................:...............................................(Sign Ilere) ..........,.................................................................. <br /> . ($(�paWm o(Owner or ApP���ant) � <br /> Dala. .....__...._. ' �� ... � Clucicedby...:...................................................._.................... . <br /> ................................................. <br /> ' Uatc...................................:.................................................... <br /> . • • . <br /> . � <br /> t <br /> Shcct tJu. G ol G Sl�ccls . <br /> i <br /> � <br />