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<br />' � � 157. Goragcs !or the :torac:c of privalc picasurc tars 1G7. Oclai:; shoWA bc provided on�rool (Iloor) d�a• � '
<br />� ✓ should Lc dcsiCncd lor.i mmimum 2GG0•pound • phragm connection; tliat inchwtc how G�c �i
<br />' I vnc�tl load. :ctlion 2302 (b). shoa�s arc lren;(crrcA lo vcrtical ;hcorrc��::� !
<br /> 1 di Live inad si�n; ,re r.quireJ. Section 23G9. Sce � �� �ng cleficnt.. Connections shoultl be �a;td�ed �
<br />�� wiU� slructural calculalions lor comptiancc with ,i
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<br /> allov;a�lc vatucs. I I
<br /> LS. G'ucA�laminated I:tmbcr str,uld bc I,bricatcd in
<br /> '� aceordinee vritii Section 2511 (I). 1GS. Nailin� lor gypsum board (I�th, shealhin� 6c�rd1 � I� �
<br /> � 1NJ.I l.I:or:able stress in �IueJ�laminated memtcr, used strueturi:fy on shcar wplls shnuld he . ;
<br /> uve� 12 inches in deplh should con,ider a `� speeified to eomply with Table No. 47•L ��
<br /> � d^ptli re;uclion factor. Section 25]1 (d) 6. i i
<br /> 1G9. $hcar aalls utilizin(;CYPsum Loard (lalh, shea:h• i
<br /> 161. Eoited conne[tions exposcd to thc vicathcr are iog boord) canno: Le used to resi;t Io�ds im•
<br /> Iimited to 75 percent ol thc atlov+abtc load ✓ posed by masonry or tonttetc vialL. Footnc;e ��
<br /> y� under protected eo,-,di;icns. U.I3.C. StandarJ 1, Tabie Wo. 47•I. �� .
<br /> t7o. 25•17. . �'
<br /> 162. L.nchora^e of tontret^ znd rnasonry vralls shculd 170. Rarlings should be designed lo r:ilh::anA a 20 ' i !
<br /> ,/ tumpty viilh Settion 2313. � G-- (�O) cound per foot horizoneal forca. TaSie
<br /> IVo. 23�C.
<br /> 163. ' R�nnod �:ades showd eorfonr vrith Ta51c No. �'�
<br /> v� � 25•0. 771. Ccilin� jci:ts should be designed for toWl Ic�C �� , �
<br /> 169. J�sti(icaticn is required t�at sulficicnt slope or o( not Icss than 10 (20) pounds per squr:re �i �
<br /> eamber is availa6lc.to assure zdequa;^ roof �' fooL Table tvo. 23�C.
<br /> dreina�c after Ionp, time Ceflections. in lieu ef 172. Intcrior rtilions should Gc usti(ieJ s:ructurz'�Iy E
<br /> - ✓ lhis, roofs must Le Cesifn�_d `or possible pond• a� � p:ci!ir,� in �I
<br /> ing o( vraler. Sec;icn 2b�5 (e). �j- for stren�;h and defleetion eri;cia s
<br /> Seetion 2312 (b). I �
<br /> 165. Ce;ziis on stressin� m^_lhod znd hardw.�re a!ong � -- �
<br /> vrith lustityin�dzta are rcquired on prestressed 173. ......................__.......................... shouid conG:y 1 �
<br /> . eonrrete v;or'r.. This dalz shcuid be suLmi;;ed with a spetilie ICEO researth recommcn�zt:^n j �
<br /> �i and approvcd prior to ordering of mater'xl. v o� justifyinp, test data shou!d be .u5mittod in i i
<br /> Ibt� t��zt zIl lende�s sl:autd compiy v:;h Seo- tompii,.nee vrith Section 100. �
<br /> ticn 4..03 (c) 3, (or fireacsistive Furposes. _ '
<br /> 16G. \'fe!din� data or details Icr s!eel d=cking us^_d as ' " 174. Pl::ns should inCie;te thaf fcundations ex.[nd � i
<br /> a diaphra ,m should be ��� hcio:r the frost line. "" et=`�, " �'� ��''�'.:,�-:�1
<br /> C P:evioctl. lal�m:ztion � � �:i��_�, 1=„�,c?r...-�,'
<br /> �j should ccmply v�ith a s;_cific ICGU rescarch -
<br /> reconmendation er test da;a subniL'ed in 175. Pro:i�e canplete specification in conformarce ' j
<br /> comPliancc with S^_ction 1G5. . � v:ith thc desi�n lor.................................•--_-..... � i
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<br />` Additional Corrections: � � • � � • • �
<br /> .. Pwvio� IX'�i.� u T �=�_clF.u,�-ro�Js ,=o�. PJ�,U�aF_ Noob .dN� 1_XNAU�T.
<br /> �t�oU�s�c:..�s Fa� }�ar.�Di � pU�v �� c-E� -ioii.r_ � ��rn5 ir.),u�r.c3,:.a,eTt.' I
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<br /> 7hesc shcels are a pxrt of thc plans and shall remoin attached !hcrcto. Corrcclioas as abovc indicaled will bc complicd e4th. I
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