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<br /> 157. Gxa;;cs fcr thc stora�^ o( n���.tc plm:ure cars ]W. Dclails ;hould Gc �rovidcA on�wol (lioor) d�a•
<br /> SLGWd LC dc;i�pr�l fo�;i nimu;tum ZUGO�pound � phra`m connecGon; th�� md¢atc how hic
<br /> whcal load. Scnion 2302 (G). 5ho�rs .rc Iran;fcrred to vcrtiwl ;hcar�ic•.ot•
<br /> 153. f Li�ic load ;igns rc �.quired. Seclion 23G9. Scc „ I�C �'��mcnts. ConnecUons should bc ;�i;tdied '
<br /> 1 .......................................................................... wilh strucW. ' wlculatwns for compiiancc v�;lh
<br /> 159. I` allowablc va�ucs. i,
<br /> G!u!d�InminateJ lum6cr :h;u'd bc fabricatcd in
<br /> accorJ;ncc v�ith Scttio�i :G11 !I), 1G3. Nailin�; for CYpsum 6oard Qath, shcathing bcard)
<br /> � 1Fq. I l�.I!o«a61e stress in glved�Iamina,CJ mem6ers used struttunlly on ;hcar w�lls ;hould hc �' �
<br /> � u•�rr 17. in[hes in d�pth slioul� convder a speciGed to tomplq wilh Ta6;e I7a. 47•I. .
<br /> � d�pth retluction fador. Sec;ion 2571 (d) 6,
<br /> 1G9, Shcar watls ulilizir,r�yp;um Loard (lalh, sheath�
<br /> 1G1. Culted connection; erpos;r� to Ihe v:eather are ing Loard) eanno: 6e used to resat IooAs im• � �I
<br /> limiled to 75 percent el tr,e allo�.vable load posed by masonry or toncrete walls. Footnote � �
<br /> undcr prctccted mnditicn;. U,3,L', SWndard 1, To61c No. A7.1, ��
<br /> lio. 25�17. �I
<br /> ]62. I F.nchora,^,e nf concrele ,nd r.:asonry walis should 10• ��'����C> >��outA Ge designed lo wii6:tond a 20 � i �
<br /> c�mply vrith Setlion 2313. (50) pound per foot horizontal force. Tatle � �
<br /> No. 23 C.
<br /> ]63. i P��::aod �rades slitvtd ecrform �vith Ta61c t:a ._ !i
<br /> ��'�• lll. Ceilin� joists sFould tc dcai�ned for total Icad "
<br /> 161. � J�stification is required that sulficient siope or of �,at Iess than 10 (20) pounds per square f �; �
<br /> Itamber is avadab;c to z;scr� zecquate roof foot. Table No. 23�C. I I
<br /> draina[te �f.r.r lon,r, time ce'lec:io�;s. in lieu ef �
<br /> ihis, roots nust be dcrpneC `or pc;si6le pund• 172. Inl:rior part%tions should be jus'ifed strutturally
<br /> ing of eia!er. Scction 23;`5 (e). for slrenetl� and de(lection eri;cia specified in
<br /> Seclion 2312 (b). � j
<br /> iGS. Details on stressin� methed ?rd hard::arc a!ono _ � i
<br /> r;ilh jvsti(yin�data are rcquired on prestressed 173. ............................._..................... should eomply
<br /> . conemte v:urk. 7his Cata shcultl be su6nu;;ed wilh a speeilic ICC�� researeh rccomrnendztion � �;
<br /> and approaed prior to �rderin,a, o( matcrul. or justifyini, test dalz should be suu,:�ltted in � i
<br /> Note thzt ali tendo❑s shou'7 cemply with See eompiianee wilh Seceion 106.
<br /> ticn 4303 (c) 3, for iiro-resistive Gurposes.
<br /> 765. Y!e!din� d:ta or details for s!eei d^ckin� us=d as 17M1. Pians should indicxte that foundations ex:end i
<br /> a diaphra�,m shoutd b� prcvicc�. Inlom:ation be�ow Uie frost iine. �
<br /> should ccmply with a s;;;:ifi; IC�O resczreh
<br /> recommerdation cr iest data submilted in 175. Provide complete sperifi[ation in cun!ormarce (
<br /> � tompliantc v�ilh Set,isn IGo. . v:ilh lhe desi�n for............................................ i
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<br />� hdditional Corrections. � . . . ' ' . . _ • . ' I f
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<br /> These:Lee;s are a part of the pl�r.s xnd shatt remain at(ached !!�erclo. CorrrUions as above indiwleJ will be eomplied aitl�.
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