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� <br />S1�CTIOP� STEEy JOI�TS <br />,...�..�.._,�.. - -- — <br />GENEi�AL N4T�5 <br />g�+ drawir�s for la:ati,on, �.:se and :r�acing of �teel joim►ts. Structu.i•�1- <br />etoe:� fram:i.n.�;;, m�tal decki�g, floar J..ath and concrete glabe q��r st��l jo�.st� az9e <br />spe�cif'i.�d w�ter oth��' d�.visio�na� <br />STE�EL JO�T'S <br />Stee+l joi.�tg �h+�ll be o�n �eb txus� tpp� conforming to th� Sta Pau1. <br />�..1.di�r� Cc�+� �.r�rl �,� �t.�n�l^��i ��*r� �i.^�t,��?�� c�� �t�a�� �1�ui..�t ����i.��t�� <br />W��r� p��.c71 �:�:i.i.i����� c�;;�a.;° u�x i,u�.�c:;rr c:.� �ui�t�, �:�°ni�t�i c�ili.�g �.x�ter�iot� <br />ior �oi.at ex�n. Provi.do hrid�I.n�, h�adera, anchox�s and clips as r�quir�d. <br />Clean joi�t o�' a1.1 rust �s�ci 3Ct1�.P, and �pp1y ��hop caa� of �pr�1t ba�a <br />paint bp �r�yin� or dip�in�;. <br />Submit �r►op cirawin�s arid er�ction dia�� to Contra.ctor for nppxov�.7., <br />Diagrt� ah�ll �h��r sizey spar.i.�, brid�;in�; and �� i ather de�tails of erec�iat�. <br />�ECTIOYd <br />S�t joist� l.��el to s acing �hown �1-th mini��n be�rin�;s of 1t i.nches an <br />n�onry arad concr�te, and 2-1� inch�:s ox� eteol. Encie nt jo�.sts re�g�ng �n�tes <br />� b� bedded in morta x• o Provid� he ad� rs � t rimme rs and be �g P <br />�a,� onx'y' eha1.1 <br />s� �i.zmd.i.c ated�, <br />Ar�chor every t}lird <br />to 3�4 inc h rc�und k�ar. E ach <br />aupport with t� � 1.�is ,� a►ch <br />st�e1. try �l.rt��p'!. <br />I}Y•�.c�g� ,jc�i�i� c�i:..� <br />�� �. Pau.l bv�i.lciin� c�de <br />not b� per�miZt,�d• <br />� <br />joist to m�r�onry ar concrete �rith an a�nhor equivalsrrt <br />��ist restin� on steel 9ha1.1 b� �relded to the steel <br />onc� �.nch 1n�.n� ���ch su�m:�rt or �h��.l h+� ��c��?-�� �;,_. <br />5t.r"u� u�' x�uci �i°i�.�;il�.�, �.'� ii,t,rsl`�`�l�s t�zci iri ��curd�u;� <br />or St�el Joist Ir�titute. 5plici.ng of jaists will <br />