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-� LEGEND
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<br /> �` HT-XX HEADER TRUSS DESIGNATION (SEE S32Q)
<br /> 25'-D" 25`-0" 25'-Q" 25`-0" 25'-0" 25� 0��
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<br /> W� � � ,� � ,,`�'1� � ST-KX SWAY TRUSS DESIGNATIC?N (SEE 5322-5329}
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<br /> � � 3 � � � � � t",, MT-TRUSS MAW TRUSS DESIGNATIC7N (SEE S320&S321)
<br /> M3S110-12 S4Q$ 2 `� (+t-XXk) LRFQ FACTQRED AJCIAL LOAD F�R C�NNECTI�N DESIGN
<br /> SFRS MT-TRUSS {PdS =TENS(QN, NEG=CdMPRESSIC�N)
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<br /> �, � xxLHSPx SPECIAL JO{ST�ESIGNATIQN
<br /> 1 S10-15 S405
<br /> (SEE 5402 &5403 FOR LQADING PROFILES)
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<br /> � 32LI�SP5 32LHiP11 32LHSP2 �,, V L i V�1 �►1"lL 1 V� 1 �� , �
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<br /> � N 1 ��` SWAY TRUSSES SPAIVNING 125'-Q" FRQM
<br /> � * � MT-TRUSS TQ MT-TRUSS, T/SWAY TRUSS
<br /> � I I I AT 5" BELOW BQTTOM OF DECK(8_O_D.j
<br /> 16'-Q° FOR 5'JOIST SEATS.
<br /> �� C.L MAIN TRUSS MT-TRUSS TQP CHORD AT 1'-2 1/2"
<br /> 32L SP5 32LH P11 32L P11 BELOW BQTTOM fJF DECK B.Q_D.
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<br /> o I I I �� HEADER TRUSS HT-H1 �PANNING 20Q'-Q'" FROM �
<br /> �' GRIQ 120 TO GRID 1_6Q
<br /> ;�., � W14X30 X K.�J� 4 HEA�ER TRUSS HT-H2 SPANNING 200'-�" FROM
<br /> � �� — — — — — — — — — — — — — —
<br /> a L_ � GRI�3_20 TO GRID 3_6fl
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<br /> � 32LWSR5 32LH5P11 32LH5P11 �
<br /> �� W1Qx22�UTRIGGER FQR DECK EDGE ANGLE SUPPQRT
<br /> �j HSS6x�x1/4 VERT}CAL ON FACE OF HEA[3ER TRUSS
<br /> FUR DECK EDGE ANGLE SUPPORT
<br /> �; � I I � Cj SEE STEEL RQC7F DECK NC}TES QN S2C FOR RO(�F ,
<br /> CQNSTRUCTI�N.
<br /> X 32� SP5 32LH P11 32L P11 �,
<br /> 2 � � � � � M �UI�STRI�CTICJf� NC�TES .
<br /> RFS160T-10 S411 ;1, �. @ � � '
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<br /> 32L�ISP5 � 32LH�P11 � 32LFI�SP11
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<br /> RFS160B-10 S406 � 32L SP5 32LH P11 32L P11
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<br /> � 32LI�SP5 32LH�SP11 32LF-�SP91 _
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<br /> 32L SP5 32LH P19 32L P91 A A
<br /> � I � I -10 -11 -12 -13 -14
<br /> � �--^� �LB}�— — � — — � — — � — — � — —�(e)
<br /> ;�, � W14X3fl � K.75/1J � -15 -16 -17 -�8 -19 �
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<br /> � 32LH�SP10 II�'i 32LF�SP8 32LF�SP8 _ -20 -21 -22 -23 -24
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<br /> � 32LH P10 32L SP8 32L SP8 �„ I I I
<br /> cv -35 -36 -37 -38 -39
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<br /> RFS16QT-10 S411 � 6 � RF5160T-10 S413 — — — — —
<br /> ' � RFS160B-1Q S4(�7 RFS160B-1Q 5407 . RFS1�OB-10 S407 � ,� � , a �
<br /> 0 4' 8' 16' 24'
<br /> SCALE: 1/8°= 1'-0"
<br /> �����E���� STRUCTURALENGINEER-OF-RECORD ` .
<br /> PARTIAL RC��F TC�P CHC�RD FRAMI�IG PLAN -55 �
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<br /> � � � . ���� � �,�,���,r� CMC CARY ENGINEERfNG
<br /> e " . � � � ��E�� P.0_80X 2525
<br /> SCALE: 1/8" = 1'-0" a ����,{��
<br /> � •�' � �*w►�■rr�r�' GREENVILLE,SC 29602
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<br /> °•��,�,�'$c,���b �`` �s�� PH4NE:864-609-5340
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<br /> _ _ _ FAX:864-609-5344
<br /> �Q� ��/ "����# ���`��'� ��1�C.�'' �Q� �,,.� "
<br /> R��n���n, Was��r����� 9�t���' ►��� �'� .
<br /> �t,�,c�r���,-,�2tst1� GMCCE PROJECT#14-1061 Q
<br /> DRAWN DATE SUBTITLE CURRENT REVISI4N SYMBOL DATE �'`
<br /> SYM REVISION BY APPROVED QATE SYM REVtSiQN BY AF'PftOVED DATE ��S�I N G tp� A����Tt���L�� �W� }a�a���4 PARTIAL ROOF TOP CHaR� FRAMING PLAN W2548317 14/09114 � .
<br /> TH[SDESIGNAN�IflR CHECKEd �
<br /> SPEClFICAT(ON IS APPROVEQ RLP 10/09114 SHEET �
<br /> � st�ow�rtslEE� ENGINEER TI7LE Boeing 777X CWG BUILDING �
<br /> r,o z�zo-�mas,zT aPP�ov��aY DEPT. DATE AKR 10/09114 �F� � ��� �� c
<br /> CHECKED �
<br /> � BU ILDING 4Q-�8 T
<br /> m�'� o APPROVED
<br /> �'°i�,� �-�-�.�P'�� A (O V@ t° .l08 I�tO. G4MP NO. Q
<br /> ��?F oF n,�s�°�` nP�Rov�Q ow�r�o. 4 0-5 8-R F S 1 6(}T-5 5 0
<br /> -�. STRUCTURAL MASTER EVERETT,WA 4Q-58-RFS160T-55
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