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]57. �Ga�aP.rs lor Ihc slurar,e u� Vrlvntc Plcaswc tars <br />ShOWd bC AeS�gned �nr ;i nunimum 2000�pound <br />whc�l load. Sndion 2302 0�). <br />15R. Livc load si�ns nrc requimd. Sectmn 2309. Sec <br />._. _._........._ ___ .._._. . _. ,_...__-_ _..._ . <br />159. GIUed�laminaMd lumher shmdd bc �abrita�ed in <br />ectorclancr witl� SCUion 2511 (�) <br />]50. AllowaAle siress in f:lucd4iminatrd mrml�crs <br />over 12 inclics in dep�h shoulA mnsidcr a <br />dcpth rcdur.tmn faclor. Sediou 2511 (A) b_ <br />]61. <br />IL2. <br />163. <br />167. <br />165. <br />]6G. <br />DoI1eA rnnnrclinns exposrcl ln Ilie wemner nre <br />limdad to 75 percenl ol lhc allowable IoaA <br />under proterted conditions. U.O.C. Stnnda�d <br />Na 25d7. <br />Anchora�;c ol cun[rcle and mnsmiry walls shoulA <br />eompiy wi;h SecUan 2313. <br />p1yu+ood grades shoulJ conlorm witl� Tnblc No. <br />95 B. <br />Juslilicatlon is required llmt suflicicnl slopc or <br />cambcr is nvailable to nssuw adequaln �no� <br />dmira(;c altc� long �ime dcllcdions. In licu ul <br />�hi5, 190(S 1➢1151 b¢ desiCncd Inr possiblc pond� <br />Ing ol watcr. Section 2305 (r). <br />Uelails on sVc^sing mrihod nnd hnrAwnrc nlnn� <br />with juslilyin� clata nm ���4��irrd on prestiesseA <br />roncrete work. This tlata should be sul�miltcA <br />nnd approvcA Prio� in ordcring o1 malcrial. <br />Nole lh�l all tendons shoutd r,amply wilh Sec <br />tion 4303 (c) 3, lor Ore�rrsislive pwposes. <br />Wrldinf dnta nr delails lor slerl decFing u5ed ns <br />, Aiaphiaf:m shoutd liu providrd. Inlormation <br />should comply a�ith a specilic ICCiO resrt�reh <br />recommrnd:d�on or I�••,t dn'o e;ul��nililni in <br />rn�npimnrr. v„Ih `r[bnn 1GS . . _ _ _ <br />Addilional Coneclians: <br />IL7. f)o�:ids shmdA bc provid��d an n�i,f Qlonr� ��I� � <br />j)I11.11'I❑ CnnI1CCb005 �1l,ll ����Iic,IIC IIDv. 11�.�� <br />shc�rs �rr Iranslcrrrd In vcrtiral chmi�n^.��'. <br />fng elemenis. Connections shoidtl be justi! �• <br />wilh strudural calculotinns lor ccmiplimiu� �: �'.� <br />. Ilowa6lc vn'ues. <br />IGP. Nniling for [!ypsum hoard (Inth, shmthing ba:vd) <br />used s�rudurally on shcar walis shnuld U� <br />specilirA lo comply wilh Tnl�ic No. A7�L <br />IG9. Shen� wolls uldlzinf, C.YPsum hoard (latl�, shr;illi- <br />fng baard) cnnnat 6r Used lo resist loads im- <br />poSCJ ��y masonry or rnncrcic walls. footnidr <br />], Tn6�c Na A7�1. <br />170 NnilinCs shnuld be desi�ned to withslnnd n?0 <br />(50) pounA per loot horizontal forca Tablr <br />No. 23 C. <br />I71. Ceilin(! joisls slwuld be designrd for lotal loarl <br />ol nol less Ihan 10 (20) Pounds per scpiarc <br />loot_ Ta61r No. 23�C. <br />I72. Interior parlitions shmdd Le juslilieA slr���lur,dly <br />, tor strrn�th nnA delledion trilrria spur.ilird in <br />Sedinn 7312 (h). <br />___—_—__ —. ._ <br />173. . . . . . . .. shuuld cnmpl�- <br />with, specilit I(:f10 resear[h recommrndatiun <br />or �uslilying Icsl data shoUlA be suhmiHed in <br />e�mplinncc with Seclion ]06. <br />17A <br />]]J. <br />Plnns shnulA indicate tlmt foundntions cr�rnd <br />brlow �he Irosl line. <br />Pravlde cnnqJ�4e speciLrn�,:,n In conformon�-n <br />vnUi Iho d•,'.i��.n fnr <br />F <br />1. y� — ^r 1 I� 'r �i;�" � i. � r —.. <br />__.�—�—_�__._•-.--r--"'---.._,.�_,___.__Y_..._-......... _-,._�_.__'..__... . _ . <br />1 hcsc shccls nrc n p, rt ol lhc Plni ; nnd shail ir;nnin allndmd thcrrlo. Corrrclions n, nbovn Indicnted will 6� t:ompli,�d ��. � I�. <br />krchrckrA nnA APProveA ._ . . _. _ _ .._.._.... ... ..._....._.._ _. . .15i�;n Hrrr) .... . .. . . __ . . .. _ . ._ _ . . ... ... ... <br />ISiP.nrhur ol nwn�•r or �pnb� ��. <br />�6 <br />CIICCkc11Ly ._ ....... . .... ._.._._...__..............._. <br />� <br />ti�����t tl�, r, „I �. ` i���r �-. <br />