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�. L � N� <br /> 1 .75 1 .80 � .85 �.00 2.3� 2.70 3.C�0 3.05 <br /> �' TB CRANE RUNWAY TRANSFER BEAM, SEE CQMPC7SITE <br /> 25'-fl" 30'-0" 3Q'-Q" 25'-�" 25'-4" 25'-0" ��'-0" PLAN RFS3B & PARTIAL PLANS SERIES RFS16�B. <br /> ST-Sxx SWAY TRUSS BQTT{3M CHC7RE7, SEE COMPOSITE PLAN <br /> � RFS3B & PARTIAL PLAIti1S SERIES RFS160B_ <br /> � � � � � � � � <br /> L MT-TRUSS / � � ;/ �� , ��/11�1 / / � � � MT-TRUSS MAIN TRUSS BQTTUM CH�RD, �EE CC�MPUSITE PLAN <br /> — — — — � — — — — — — — ' — - g RF�3B & PARTIAL PLANS SERIES RFS160B_ . <br /> � � � ( <br /> — — — — — — — — — — — — — — — — — — — — — — — — � <br /> CWS110-1�1 �425 - - - - - - - - - — - - - - - - - W24X841 - - - - - - 1 <br /> � � <br /> I I I � �°���.� I <br /> � ��� <br /> � <br /> c� 3 <br /> J <br /> LE1 - <br /> � � � � �,�5���—�� 54�� � �E1�EI�AL NC�T�S� . <br /> J �`— I � <br /> � <br /> T/GONCRETE � <br /> ; 16�'-4" � � T/CATWALK AT EL_ 166'-T',T/STL_AT EL. 166'-4" <br /> � <br /> w <br /> I I I � � ��� 3"x 18/18 GA_ CELLULAR DECK,VULCRAFT TYPE 3NP OR <br /> APPROVED EQUAL INSTALL W/FLAT PAN aN TOP SIDE. <br /> �f CATWALK EXTENSIONS FC7R CRANE BRIDGE ACCESS <br /> �— — — — — — — — � — — — — — — — ` — — — � -- — — �.25 <br /> ��� <br /> I I I I <br /> I I I I I �����������! V ����� <br /> � <br /> i "' �� . <br /> I I I I <br /> I � I I I I <br /> � �� <br /> — — — — — — — — — — _ _ � � _ _ _ � _ _ 8.50 <br /> � <br /> I I I I <br /> I <br /> � <br /> � <br /> � <br /> I �, ' I I I <br /> � �EFE�EN�E D�F��,V�IINGS <br /> � <br /> � <br /> a <br /> I I I I " CWS3-COMPOSlTE CATWALK FFZ4MiNG PLAN <br /> I I I I A � z 1 '� � � A <br /> -10 -11 -12 -9 3 -14 � <br /> I l �� - + - - r` ��F -��✓� � � � � .. <br /> {.� _ � _ _ _ _ _ � _ _ _ _ � _ ° _ � —I � _ _ B.75 -�� -�s %;;`-�7,�f�,. -�$ -�� <br /> ��_,� r � a � �''/Oi//,�j',�} � � � �� <br /> � � � � <br /> � -20 -21 -22 -23 -24 <br /> D'� � � e s � _ � � � — � e v —�_{nl <br /> � <br /> � � � ,I � -25 -26 -27 -28 -29 � <br /> � � � i � � � � � � � � <br /> � -30 !31 =32 �33 �34 <br /> f� , I I I �. �� � � � � I �" <br /> � ``' -35 -36 -37 -38 -39 <br /> _ �`' ��}� — � — — � — — � — — � — —1-(�) <br /> � � � � -40 -41 -42 -43 -44 � <br /> � � � � - •' , � _ �. _ _ + _ � + _ _ .� � ��� <br /> I �� -45 -46 -47 -48 -4� <br /> �� o � � � � � � � � � � � �� <br /> I � <br /> -50 -51 -52 -53 -54 <br /> � � � � � � � � � � s � � <br /> MT-TRUSS � + + + + � ' <br /> I � <br /> — — � e � — T . _ _ _ C -55 -56 -57 -58 -59 , <br /> �e Q��d� / / � � � <br /> 4/ J <br /> I -60 -61 -62 -63 -64 I <br /> � � � � � � � � <br /> L � _ � � _ _ _ ,J� _ J <br /> � �� � z � � g� � � <br /> 0 4' �' 16' 24' <br /> � � � <br /> SCALE: 9l8"= 1'-0" <br /> P������ CAT�fI�� �����1 V� ��! �i �� � ��,���E�� STRUCTU#�AL ENGINEEft-OF-RECOftD <br /> SCALE: 1/8��_ ��-o�� � �;�$�$��""sf�,r��f�'� ,��'�''�`'`� CMC �ARY ENGI�JEERlNG <br /> � �e : ��a �� � � <br /> � � P_0.BOX 2525 <br /> � � �� ����: w� : ,� �e' GREENVILLE,SC 29&02 <br /> °��,�$crsra�«4 � PHQNE_866/�-609-5340 <br /> _ FAX:864-609-5344 <br /> ��� �''� 1�►�t� S��`��� S+�i�� ��� <br /> ����a�, '1���������� �����' ���� �,� <br /> �k��I��'';����° CMCCE PROJEGT#14-1061 Q ,:, <br /> QRAWN DATE SUBTITLE CURRENT REV1S14N SYMBQL DATE n <br /> SYM REVtSION BY APPROVEd DATE SYM REVISION BY APRR4VEQ DATE a���y G r''� AGC�PTABILITY DWD fQIQ�I'I4 c <br /> �� '� ��� THISDESIGNAN[7/OR CHECKED PARTIAL �ATUiIALl� FRAMING PLAN W2548317 'IDIO�I�A� � - <br /> � SPECIFICATION IS APPROVED RLP 10109114 sH��T � , <br /> � s�F�ENSTE�� Er,�iN�ER T�f�E �o�ing 7�7X CWC �UILQIN� n <br /> co�s�aur.wc. �FP�ovE�BY oE�T. aa�rE AKR 1Q109114 ��� � � � � � <br /> P�o z32a�t-o�iv CHECKED o � <br /> � Bl�lL�IN� 40—�8 T <br /> � fi�� �q APPROVED ,1p8 NO. CO�v1P NO. � <br /> i ' <br /> \\��r� oF A�y�Ho���P APPftOVED �wG�Q. 40-58�GWS110-17 0 <br /> - __ STRUCTURAL MASTER EVERETT,WA 40-58-CWS110-17 <br />