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<br /> HT-XX HEA�ER TRUSS DESiGNATIt7N (SEE S32i1) �
<br /> 25'-4" 2�'-0° 25'-D" 25`-0" 25'-Q" 25`-0" 25'-Q"
<br /> �T-XX SWAY TRUSS [JESIGNATION (SEE 5322-5329)
<br /> I I I I I I I I MT-TRUSS MAIN TRUSS �ESI�NATIOM1I (SEE S32t�&5321}
<br /> 3 �
<br /> M3S110-12 5408 � MT-TRUS� �FRS (+/-XXk) LRF� FACTORED AXIAL L�AD FOR CQN(�ECTION DESIGN
<br /> �,_ (P�S=TE�iSIflN, NEG= COMPRES�30N)
<br /> � � - - - - - - - - -- - - - - - - - - - - - - �
<br /> � � 1 V=XXk LRFD FACTOF2ED SHEAR LOAD FOR CONNEGTIOI� DESIGN
<br /> N �
<br /> � 1 S10-15 S405 32L SP2 32L 5P2 32L SP2 �2LHSP3 Double Pitched .
<br /> xxLHSPx SPECIAL J01ST �ESIGNATION
<br /> (SEE 5402&S403 F�R LOADING PROFILES) '
<br /> � � �
<br /> �
<br /> 0
<br /> 32L �P2 32L SP2 32L SP2 32LHSP3 Qauble Pitched �E I�E�,�,L N�T��
<br /> �
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<br /> ,� �> SWAY TRUSSES SPANNING 125'-Q"FRQM
<br /> "' MT-TRUSS TQ MT-TRUSS, T/SWAY TRUSS
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<br /> � � I AT 5" BEL�W BOTTOM QF DECI�(B_O_D.)
<br /> F�R 5"J41ST SEATS_
<br /> 32L SP2 32L SP2 32L SP2 32LNSP3�ouble Pitched C� C.L. MAI(� TRUSS MT-TRUSS TC7P CHQRQ AT 1'-2 1!2" '
<br /> BELQW BQTTOM OF DECK(B.C}_C}.)
<br /> I I I �' � F-IEP,DER TRUSS HT-H1 SPANNING 240`-0"FROM
<br /> �
<br /> ���' GRi� 1.20 TO GRI� 1.60
<br /> o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��}.��J
<br /> � HEADER TRUSS HT-H2 SPANNING 200'-0"FROM '
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<br /> �RID 3.20 TO GRID 3_60
<br /> 32� SP2 32L SP2 32L SP2 32LHSP3 Double Pitched
<br /> 5 ~ W10x22 t�UTRIGGER FrJR DECK EDGE ANGLE Sl1PPORT
<br /> C� HSS6x3x1/�VERTICAL�N FACE C)F HEADER TRU�S - '
<br /> ",' FOR DECK EDGE ANGLE SUPPQRT
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<br /> 7 �` SEE STEEL RQQ�DECK NOTES ON S2C FCDR ROC)F
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<br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Dauble Pitched �,
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<br /> 32L SP2 32L SP2 32L SP2 �2LHSP3 Double Pitched
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<br /> � �--� REFERENCE � �i/1N�� ,
<br /> 32LHSP2 32�HSP2 32LHSP2 32LHSP3 Double Fitched �, ,
<br /> �;-, RFS3T- CQMPC3SlTE TOP CHORD RC�OF FRAMING PLAN
<br /> �
<br /> 0
<br /> � � �
<br /> 32L SP2 32L SP2 32L SP2 32LHSP3�ouble Pitched ,.� �.7 ,.1: p_e , ,,,
<br /> `"� � -. - A _� ,
<br /> -10 -11 -12 -13 -14
<br /> — — I — — � — — — — I — — — — — — —I — — � m � — — — — — — � �_ _... '�� �' � � � � � � _ � o � �j ,
<br /> � .
<br /> � �.�J� -'15 -16 -17 -`l8 -'(9
<br /> �`�'� (_}� � � � � � � � � � � � � �� .
<br /> 32L SP2 32L SP2 32LHSP2 32LHSP3 Qouble Pitched _2p -21 -22 -23 -24
<br /> � ! '�'`�+� ✓!,''r� � � � � � � � s �"u
<br /> -25 ';;,.,r�`%-26fr� ` -27 -28 -29
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<br /> � � ( -30 -3� -32 -33 -34 ,
<br /> 32L S('2 32L SP2 32L SP� 32LHSP3 Double Pitched � ���' � � � � � � � '�" � � + � �
<br /> - -35 -36 -37 -38 -39
<br /> � � s � � � � � � � r � � � � ;
<br /> � I � I I -40 -41 -42 -43 -44
<br /> �
<br /> � M3S110-12 5408 ", � � � � � � � � "' '". � "
<br /> -45 -46 -47 -48 -49
<br /> 32L 5P2 32L SP2 32LHSP2 32LHSP�Double Pitched �I a � � � � � � � � � � � �
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<br /> � - � _m_ � � � - - - - - - - - - - - - - - - - � � - � � -55 -56 -57 -5�3 -59
<br /> � I I I � --- ��� �4
<br /> 1 S10-15 5405 -6(} -61 -62 -63 -64 �
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<br /> STRUCTURAL ENGINEER-0E-RECaftD
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<br /> � ' P.0_B�X 2525
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<br /> ,�; �r1 GREENVIlLE,SC 29602
<br /> �� sEwaasi " PHONE:864-60�J-5340
<br /> � ���; '°�'crsr��� s�'���
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<br /> _ _ � __ __ � ��� FAX:864-609-5344
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<br /> R��n�a�, �4'���i����n �����' ��r�,;���
<br /> �k��I�'�I���� CMCCE PROJECT#14-1061 �
<br /> DRAWN QATE SUBTITLE CURRENT REVISION SYMBOL DATE 6
<br /> SYM REVtSI{}N BY APPRdVED DATE SYM ftEV(SION BY APPR4VEQ DAFE ��k p��T A�CEE�TABILITY [}yl/� '�a/Q�I14 �' '
<br /> ��� °� PA�TIAL �C��F T�P CH��Q FRAMINC� PLAN W2548317 ��io�i��. �
<br /> TH[S DESIGNAND/QR GHECKED
<br /> RLP 1QIQ9i14 SH�ET R
<br /> SPEClFICAT[ON IS AF'PR{7VEC} �a •
<br /> � ��-�dE"STE�� E"�wEE� T�TL� �o�ing 777X CWC �UILDIN� n
<br /> cor�ar,�r.��c_ APP�c�v��eY DEPT. DATE AKR 10/09/14 /) ��T ��
<br /> No.z�2at�st27 CHECKED � � � .
<br /> � �U�LdIN� �Q-58 ' �
<br /> fi�� Q APPROVED .lQB(VO. COMP NO. �
<br /> �r ��- z� A rover �10-58-RFS160T-26 �
<br /> `��OF AU�H�4`� APPROVED SiRUCTURAL MASTER EVERET7,WA �wG"o. 40-�B-RFS16�T-26 � .
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