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]57. G�ra;;rs for Ihe slora�^ of privalc p;ro:urc cars .
<br /> SL,uIJ Lc Jr:i�;nrcl for a nuninmrn 2LpQ�pound ]G7. Dcfa�L•. ;hotdA bc---'
<br /> v�hcEl IooU. Section 230: (b). rhoa����irc Van�tfcrrctlttotvcrtic�l�lchcar�re;,-,
<br /> P��Vrz cA Gn rcol llicr �
<br /> 153. I Liyc load si�n• ve �,yuiretl. Sedwn 23G7. Sce .. Ing clemcnts. Coruicciwns :. ...� �
<br /> j ..... ..............�............................................. .. t:cultl 6n �,.r:d,tJ
<br /> 153.I G!ucd lamina;cd lur,i6cr :hould bc labricatcd in �'�ilh structural c�lculation; lor tomphanCc v.dn i
<br /> .Iloc:ablc valucs, ,
<br /> zccorJincc v��;i, Scction 2511 (I). —.--�__—_ �,
<br /> 1 VJ.I l.IlovraWc stres; in lurd. � 1G3. Nailin[: for��p;um 6card (Iz,ti, :hca(hin� LCa•d) . ,
<br /> C laminalcd mrinLc; U^,ecl :GUUur,illy on shcar w�lls ;hou!d bc
<br /> o•+Cr ]'l. inchc; m dcp;h ;houl� con,�dcr a : I
<br /> _ depth reductwn laclur. Seehon 2571 (d) 6. SPeei(ird lo eompty with Table Plo. r,7d.
<br /> 1G7. C�IIed connechor.; erposed to the v:eather are 1G2 Shear w,�lls utili�in , �� — �'
<br /> C CYI.um 6oard (�';!�� shea;n. '
<br /> limitcd l0 75 �ercent cf the allcv:�blc load ��C board) canno; Le used to res,;t Io�ds im� � �
<br /> under pretecled eocdition;, U.U.C. Standartl posed Ly m„onry or mncrete v�alls. Foo,r.c;e
<br /> _ Yo. 25�1'/. 1� L,61c No. 47�1. �.
<br /> 1G2. I 6r.Uior.,;e of concrcle ,nd ma�onry v,dlL ShoWd 170. Raiiing: shoulA bc designed to v:ith;;.inA .; � I �
<br /> [Gmply wi�h StCliOn 2j)3. i0
<br /> 1G3. I F„uood �rades ;hoidd eonlorm �vith TaL•le No. ��0) �•Ound per foot horizontal force. Tzc:e .
<br /> � No. 23�C. � �
<br /> iS�R.
<br /> 771. Cciling joi;ts ;hauld bc desi�r.ed for Io!zl IceC � �
<br /> 161•I Ju„i!itaticn is repWred lhat suflirent slo,.e or —
<br /> czmGer i; av.� n�; � of not Icss lhan ]0 (ZOj pounds per squ:re
<br /> �..�e to a;surc atic ua;o roo( loot. Tablc ��o. 23�C.
<br /> drainai;c aftcr bn. lime deflac;ions. In lieu o( I I
<br /> tliis, roofs mutt Ce dc;ii.n"d ;or possib;e pond. 172, Infcrior partitions sheWA b� justilied s;r--�-i�;„�� � �
<br /> ing e( v;afer. $ection 2505 (e), for strength and ueflection crr,cia s ���.- '
<br /> 1G5. I Ue'zlls on shes;ir+ melhod and hcrda;crc a!png Seetion 2312 (b), F c�'�.y 'n
<br /> vn(h juslilyin� da;a ere rcquiretl on prectressed n i
<br /> . [cncretc r:o:t-. ihi: Aata shculd br w:;nu:t^d 173. ......................... ...... shouid co:n,- I'
<br /> and approved prior to orclering o( material. � . ............. .. ' '
<br /> I willi a speeilic ICEO res[areh r�`eom:nende•,-,� � I
<br /> 17o1e fhzf ali lenCcns should comG�y �:•Ch Seo or j���tilying test data sh�uld be SpJp:�[iCy in
<br /> _ Lcn 4303 (c) 3, lor Gre�resis6ve nurposes. eompliance v;ith Se:!ion 1f,6. �
<br /> 1LG. 1';Ndin� data or de!ail; lor steei tlrcking iised a; � �
<br /> a diaphrdpm should bc rov�. , 17`�' �'��O$ ���ould inCieztc Ihat fcundations ex;eny � i
<br /> shovld cem P � "�� �nlcrma;ion below the (rest line.
<br /> P'Y '��i:h a spc:ific IC�O researeh I
<br /> recommenda,ion er test clata suGmitted in 175. Provide eomplete specification in eontormarce ' I
<br /> compiiancc v.ilh Sc�tion ]G6. i I
<br /> with lhc design for............................................ I
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<br /> Additional Coned�on;; � , � . � � � . . � . � I
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<br /> lhese theets,re a part of lhe plans and sholl remain attzdicC !!iercfa � I �
<br /> Correc(inn.as,bo�2 inAi,alcJ will Lc comn��cd aith, � �
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