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IF <br /> I <br />� <br />� <br />� . <br />� . .-. : , _ �) •� �. � <br /> . . � � � ,' ' (/ <br /> ' , - 1 �`,> ' . .� " �, <br /> . _ � <br /> � of privatc plrn:urc cars r 1G7. Dclails ;houlA bc provided on�rool (fl:or) C✓�� <br /> 157., G�rai:es lo! lhc :tora�. . ,� r �� � hra m connedion; thJt mUicalr. hov; ?rc <br /> ./ snouW bc dc:�r,����� ��r:� nunimU�i� �C�O�pound \� shoors .rc Uans(crtcd to vcrtic.l shcarres�sc• . <br /> whctl load. Scction 2302 (b). � �� , <br /> In� cicmcnL. Conr.cUions should bc , �'t�'��'� <br /> � 158�I Live load siGn. ��e �.quireJ. SeUion 23G9. See \ " �yi��� slrudural calculation; lor compiiance w�tli ,�� <br /> .......................... � alloK•a�lc valucs. i� <br /> ]59� G!ucd�l.�m�nated lumbcr stiould br. 1.bne�lcd in . ;�j <br /> accorJ�ncc vith Scction 251] (q. �\ 165. Nailing tor gYp.um board Q�,h, shcathinr bc�'�) <br /> % used strutlurally on shcar v:alls should bc <br /> . ]gqy{"p.liovrable sVess in glved�laminatcd memGers / � spceilicd to eomp��v�ith Table �Jo. 47•I. <br /> I �•i�� 77. inchcs in dcG�h shoultl considcr a <br /> d^pth redudion tactor. Section 'l.5]1 (d) 5. 1G9: Shear v+ails ulitizing gYP�um Lozrd (lalh. shea:tr :, <br /> ing board) canno; Lr, used to rcsut loads Im• <br />� 7�); Lolted connetti�ns exposed to the �:�ea�her are osed b rnasonry or tontrcle r�alis. Poutnc:c <br /> limitcd to 75 perccnt of thc alloa�at�lc load j� Tablo No. 47-I. ' <br /> under protected eonJdions. U.[3.C. Standard '�� <br />' tto. 25•ll. 170. Railin�s should 6c designc0 to w.iU-stonA a 2"v , ., <br /> (.,0) pound per foot horizonWl force. Tab�e �i <br />' IGp;I i.nchora,^,e of concrM� .^.nd masonry walL• should � <br /> cump�Y v+���� ����ion 2"s13. No. 23•C. <br /> 1G3.'"i F��nood Crades should eonform with Ta61c No� 171. CcilinL' loists shoolJ bc dc�i;ced for to!al Ic.:= i � . <br /> ���8• of nol Icss than !0 (20) Gocnds per 5GL'2�^ � i <br /> i <br />,C 7gq� )•r>tifiwtion is reauired that sufficient s:o,e or toot. Table No. 23�C. t i <br /> I ezm6er is zv�ileulc to zssure z�equa;^ roo( — ;! <br />�` draina�e ::fler bn� time de'�ec:ions. In lieu ef 172, Interior partitions should be I�s;ified structurz�;� <br /> i this, roofs must be de,�pned fo� F�55ibie pond• fo� slren�th and ucllection en:eria sF^dti<d in ' ` <br /> in� o( �•r�ler. Sec!ion 2�^-� (e). . Seetion 2312 (b). � <br /> � i <br /> I 1G5!'� D'e'ails on slressing method and hardw.are ::ong 173: , shouid eor..c.Y ! I <br /> r,ith juslifying dzta xrc «auired on presL•essed <br /> With a speeific tCEO research mcemmendz:•^-❑ ( i <br /> eonerele v:o:k. This dala stmuld be submi::ed or justif ine test data shouid be submittcd in � <br /> � and approved prior to ordtring of n�zterial. Y � � <br /> Note thzt all lendws shoutd compiq wi;h See eompliance wi!h Section ]CG. <br /> ticn 4303 (c) 3, 1or liro-resistivc Furposes. i ; <br /> -- 174° Plans should inCirzle that tcundations eztend <br /> 1E6. �Sc!ding dzta or de!zlis tor steci decking us^_d as bclo•n lhe frost linm � <br />� � a diaphragm should he providcd. Inlorma:ion <br /> shou�d templ7 +�,th a sp=_citie IC'JO research 175� p�ovide complMe sGecification in eonforma-ce � I <br /> recommenJat�on er test da;❑ submdted in vtith the desi�n (er............................................ � � <br /> eompiiancc�•��th Seetion 1G6. �� <br /> Additionat Correc[ions: ' � - • ' � ' � <br /> _ . . .. . . . ' . ' I <br /> � <br /> ' _ . _ I <br /> . � ' . i <br /> . • I <br /> . ' • ' � ' <br /> , , i <br /> Thr,se:heets am a part ot the plans and sholl remoin aflacheC !hereto.� Corredion; as abuve indicaled wili ba complied +�i:h. `II <br /> . . � � . � ......................... <br /> ro��cd_ � ........(Sf�n ficic) .......................__-......................... � <br /> Rcri�eckcd ard APP - ........................................... �s�oaium ot o.��or or n�ar.��:> <br /> � � ' � � Chcckcd b ................... � <br /> ._. <br /> Dalo....._._.�...._. ........... y...:.......... .........._.......................... ` <br /> ..............._...._............ • <br /> 1 --... Dttc...................................:_.................................................. f l <br /> . . . . � � <br /> � ' � . . ll <br /> � ; <br /> ' . „ <br /> Slicct Na G ot G Shccls _ � <br />