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LEGEND <br /> 1 .t30 1 .a5 1410 1 .15 1 .2� 1 .25 1 .30 <br /> HT-XX HEADER TRUSS DE5lGNATI�N (SEE S320} <br /> 25'-Q" 25`-�° 25'-�° 25'-0" 25'-0" 25'-0" ST-XX SWAY TRUSS DESIGNATION (SEE 5322-5329) <br /> � MT-TRUSS MAIN TRUSS DESIGNATiON (SEE S320&S321} <br /> M3S110-12 5408 � � � (+/-XXk} LRFD FACT(�RED AXIA��(71-�D FOR CO(�JNECTI�N DESlGN <br /> SFRS MT-TRUSS (PUS =TENSiQN, NEG=COMPRESSION) <br /> — — — r — — — — — — — — — — — — — — — — — — — ` � � <br /> �, o \, V=XXk LRF� FACTORED SHEAR LOAD F�R CONNECTION DESIGN <br /> 1 c:., i; <br /> 1510-15 S405 � xxLHSPx SPEGIAL.10{ST DESIGNAT(QN <br /> '� I I � (SEE 5402&S403 FOR LOAQING RRC�FlLES) <br /> � � <br /> � <br /> � � <br /> � <br /> �2���P� ���H�P� �2�--�5�2 - G E N E RAL N flT E S � <br /> � <br /> , . <br /> � � <br /> "'" 'I �'' SWAY TRUSSES SPANNING 125'-(3" FROM <br /> � MT-TRUSS TO MT-TRUSS, TISWAY TRUSS <br /> � + I I I AT 5" BELOW BOTTOM QF DECK(B_O_D.) <br /> �' 16'-Q" <br /> FOR 5"JOIST SEATS_ <br /> 32L SP1 32L SP4 32L SP2 <br /> � C.L. MAIN TRUSS MT-TRUSS TQP CHQRD AT 1'-2 1/2" <br /> BELOW BOTTOM OF DECK(B.�JJ_D.} <br /> . a I I I � <br /> � 3 , HEADER TRUSS HT-H1 SPANNING 200'-0"FROM <br /> ` � � W 14X30 � <br /> GRID 1.20 TO GRiD 1.6Q <br /> � O � J��� 4 � HEADER TRUSS HT-H2 SPANNING 20fl'-�"FROM ' <br /> � GRID 3.20 TO GRID 3.60 <br /> � 32L�YSP1 32LI�SP4 32L�SP2 . <br /> C� W10x22 OUTRIGGER FOR DECK EDGE ANGLE SUPPORT <br /> _6 � HSS6x3x1/4 VERTiCAL ON FR,CE OF HEADER TRUSS <br /> o � I I � FOR DECK EDGE ANGLE SUPPORT <br /> f <br /> "' � SEE STEEL ROOF DECK NOTES ON S2C FOR RO�F <br /> CONSTRUCTION. <br /> 32L SP5 32LH P11 32L SP2 �, <br /> � � ' ' ' m CC�NSTRUCTION NC�TE� <br /> RFS160T-10 S411 u, + � � N , <br /> � �-= I-= 1—` , <br /> t� c� � X� <br /> 32Lt1SP5 32LH�P11 32LF9SP2 <br /> � <br /> 0 <br /> M <br /> �� <br /> — u, � W 14X3d � +, — — — — — — —� — — — — — — — � — — — — — .j.rJ{� <br /> � <br /> 1 � � <br /> � <br /> RFS46€38-10 �406 � 32L SP5 32LH P11 32L SP2 <br /> � <br /> � � � <br /> � �, <br /> 2 . <br /> Q � RFS16iB-10 5404 1 \E�E1 \�� ,�jE V1 \1'1V V � ��V <br /> 32LI�SP5 32LHISP11 32LI-�SP2 � <br /> -` RFS3T- COMPQSITE TOP CH4RD R�OF FRAMING PLAN <br /> � � <br /> 00 <br /> oc� <br /> � <br /> i'ra � <br /> o I I ( <br /> 32L SP5 32LH P11 32L SP2 ,. ,. 3 � z �_ , a r� ' <br /> �A� A <br /> � � � � -10 -11 -12 -13 -14 ' <br /> �i � � � _ <br /> � _ `�' ' W 14X30 � — — — — — — — — — — — — — — — — — — (�F— — — — — — — — — —}{� <br /> ;� �- — J.75 � -15 -16 -17 -18 -�9 � <br /> � � (c}� — —}— — — � — — � — — � — —�-(� <br /> � 32�F�SPS 32LH�5P1'1 32LF�8P2 � -�o � -21 -22 -23 -24 � <br /> � — + - - --}— - - � - - � - - 1(a) <br /> I I I I <br /> -25 -26 -27 -28 -29 <br /> .s; � ��}� — � — — � — — � — — t — i(�) <br /> � � . <br /> I I ( i -30 -31 -32 � -33 I � I <br /> � 32L SP5 32LH P11 , 32L SP2 �„ �� — + — — + — — + — — + — ��F) ' <br /> I <br /> � -' -35 -36 -37 -38 -3� <br /> � . . M � � � � � � � � � � � + � �� .. <br /> � I � I I <br /> � + / 3 -40 -41 -42 -43 -44 <br /> � M3S11Q-12 S4Q8 C}� — � - - � - - � - - � — -ifH) <br /> I <br /> -�5 -46 -47 -48 -49 <br /> 32LF�SPS 32LH�SP4'1 32LI�SP2 � — — � — — � — — � — —�-(�) <br /> � �rr; ,f,r�f,°`,%� I <br /> _., -� � F'�f`' 5Q%;!,s� -51 -52 -53 -54 <br /> � .11 K ������ ���f�F�f/^'r� � � � � � � � � � � �-(K} <br /> `�` > SFRS MT-TRUSS �- ' <br /> — — � — — — — — — — — — — — — — — — — — — — — — �� ' . <br /> -55 -56 -57 -58 -59 <br /> � � � <br /> 1510-95 S4i�5 � -60 =61 -62 =63 -54 � <br /> � <br /> � 1� - 7 9.7 1 d. <br /> 0 4' 8' 16' 24` <br /> � � i <br /> SGALE: 1/8"= 1'-0" <br /> - - - - - - STRUCTURAL ENGWEER-OF-REGORD ' <br /> ���Hf.E�NR <br /> ,��+�' �F w�sy� �t.4 �'`,r%iil.'w`► . <br /> s� �_� ; . ���fl�� ������ CMC CARY ENGINEERING <br /> PARTIA� R�OF T�P �H�RD FRAMIN� PLAN -�� � �� �� �.a.g�X252� <br /> SCALE_ 1/8"= 1'-D" � •o� �b��, � : ���rr� GREENVILLE,SC 29602 <br /> °'��$ersra�s° -�``' ���'i PHONE�864-609-534Q <br /> _ _ _ _ . � FAX:864-609-5344 <br /> ��Q �� '����'1 ���`@�'� �t�l'�+� ��� .: . , <br /> �,�'[��C��� �+������'�t�F� �$��� i�?lco �ar# <br /> ��'"`����,����° GMCCE PROJECT#14-1061 Q <br /> SYM REVISION BY APPROVED DATE SYM REVtSION BY ARPROVED QATE �'��" DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL 4ATE � <br /> �1��K���F�� acc�P-r�,Bi�rr�r awa �o�0��,4 pART1AL ROOF TaP CHORD FRAMING PLAN <br /> �r�-►�s a�s�ct�ANo�a� c�+EcxEfl VI12548317 10/09/14 � . <br /> SPEC(FIGATION IS RPPR�VED RLP 10/09(14 st�EET � <br /> sr+u-�vEN sTEE1�� EPiGINEER TITtE r <br /> � ��`��� APPRQVEQ SY DEPT. DATE AKR 10/09l14 Boeing 777X CWC BUILDING j'� /''� � � <br /> , tdo.zszat-0aosiz� CHECKED ��� � �, )���� / � <br /> �� BllILDING 4�-58 � � � v�, v�v T <br /> m�'� o APFROVED �pg�O. COMP NQ. � <br /> � �',� �__ tiP� A rover 4t�-58-RFS16f�T-54 Q <br /> qlF OF AU�N6� APPROVED STRUCTURAL MASTER EVERETT,WA °WG"o. 40-58-RFS160T-5Q <br />