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r <br /> /"''� ���`� ,��`. .�'�-.`_; f�`� /_,,.� <br /> , �.50 �.�i :�,�� �.��.� �.�� 3.i� �� �.� � <br /> e..,� �.� ��,_..- �� �g3�-5�� ��, �...r., �.�r- - - - - --- - - - -- - - - - - -���_ -� L E G E N D <br /> 25'-0" � 25'-0" 25'-0" � 25'-0" 30'-0" 30'-0° � 31'-0° 2'-5". � <br /> � ,`"'t' <br /> � � � � � � ! CONCRETE SLAB, ( <br /> I � I � � � 3_�° � SEE PLAN i� I �1 � <br /> — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — TYP. � � E L. = 91'-0" �--, <br /> � 6 #7 10"O.C., T&B,ADD'L* (6)#7 @ 0"O.C., T&B ADD'L� � 6 #7 10" .C.,T&B, ' * � � r 11 i � `. �� � 2 � ': � �� <br /> t � @ , , � > @ ADDL , �6,#7 @ �a� a.�.,T&B,Ao � ; I� � _ _ _ � ,o �:; � G E N E RAL N QTES <br /> -� SR3 � � � c� c� c� ' -' ' °� � `- � SR1 ' . <br /> �' C° r- m f- °° ....._. <br /> i O « O � � : : O � ' O � O � ,..�. _ <br /> � o � J o o( � o � o o � c� SR1 c.i ci c.i (; � � �• ., ' .... � <br /> _ `� � � � � � o a --- � o � � � BF-11 � �- 1. W12x49 COLUMNS TYP.U.N.O.EXCEPT BRACE FRAME ELEVATIONS. <br /> -' - � _ _ .--' = o - - � - - - - -- - - - -- SEE SHEETS S502-5&S502-5a FOR FRAME ELEVATIONS. <br /> I �2 0 0 � o 0 0 _--- <br /> � ¢ ¢ o o <C ¢ ¢ o o �.-- o � 5° .,T. � <br /> � m � m `- ( � m � m � m � � <br /> `� � � C° � I � �� `� � � c9 � I �' � � ( � I C � I � 4'-5" � @ ��� � •�B� �' ° 2 PRE-ENGINEERE�METAL STAIR BY DELEGATED ENGINEER, <br /> �-; SR3 r _ <br /> � ( � --_. � x� <br /> x� <br /> _ _ _ _ _ _ _ _._ _ __ _ _ � _�___ _ _ _� _ _ _ _ _ _I ! "�, �.� � J I � (m H H, O� O � <br /> I� � — — — — T — — — � � � � o I ��� 'c� m � `c-' � GALVANIZED STEEL GRATING WITH 3"x3/8"BEARING BARS @ 1-316" <br /> � � � � I #7 @ 10"O.C.,T. � m � � m�--�o _ � N ; ,� i�- � O.C.,AND CROSS BARS @ 4"O.C.GRATING SHALL BE CAPABLE OF <br /> � SUPPORTING A SUPERIMPOSED LIVE LOAD OF 100 PSF OR A <br /> , � � <br /> � � ;� , � <br /> - - � -r.t-�- _�- .-... �_ =f=�=�=t=f=I=I=F=1=I=r=f <br />