Laserfiche WebLink
L��E�D <br /> _ y <br /> 1 .75 �) .�{� �$J ��(}Q �.�(�� �.7Q �,�(� � �� HT-XX HEADER TRUSS DESIGNATION (SEE S32(}} <br /> � • <br /> �- �- <br /> ST-XX SWAY TRUSS QESIGNATION (SEE 5322-5329} . <br /> 25'-Q° 30'-0°' 3�'-�" 25'-�° 2�`-0" 25'-0" 30'-0° <br /> � � MT-TRUSS MAIN TRUSS DESIGNATlOI� {SEE S32t3& S321) <br /> u.. �.. <br /> � � <br /> I I I �r�WE�z�c�c�F � � <br /> (+/-XXk� LRFQ FACTC7RED AXIAL LOAD FOR CC�NNECTION DE�iG(V <br /> � � {POS =TENS(ON, �lEG=COMPRESSit7N) <br /> M3S110-12 S4Q8 M3S91t}-'12 5408 � �`� V=XXk LRFD FAGTORED SHEAR LOAD F�R C4NNECTIQN DESIGN <br /> •� r L � <br /> SFRS <br /> ���Q-�3 �`�Q� LHSPx �PE�IAL J�fST DESIGNATIQN <br /> — — — �- �-- --- — — — — — — — — — — — — — — — — — — — — — � � (SEE S4Q2 &5403 FfJR LOAafNG PR�FILES) <br /> N . <br /> �;, `I � MT-TRUSS � . <br /> � 32L SP2 1S1Q-15 5405 ��� �P1 � 48LHSP1 Q ble Pitched > 36L SP1 ' <br /> 2 <br /> � �, �� Y � N L NC�T�� <br /> 0 <br /> �� � � <br /> I I {� I I � � I � �WAY TRUSSES SPANNING 125'-0" FROM <br /> 32L SP2 36L SP1 �"- 48LHSP1 D uble Pitched ` 3fiL SP1 � MT-TRUSS TO MT-TRUSS, T/SWAY TRUSS <br /> _ AT 5" BELOW BOTTOM QF DECK(B�O.D.) <br /> I �" FOR 5"JOIST SEATS_ <br /> � I I I I I �� BEL WIBQT OM OF DECK{B Q p.} HQRQ AT 1'-2 1/2° , <br /> � <br /> �' 16'-0" <br /> 10 -� 3 � HEADER TRUSS HT-H1 SPANNING 2Q0'-0" FRQM � <br /> 32L SP2 36L �P1 48LHSP1 D bie Pitched 36L SP1 GRID 120 TO GR1D 1_60 <br /> � � 2 � � � GRID 32�TO GR dT3.6�PANNING 200'-0" FROM <br /> � �' M3S11Q-12 5406 `� c� <br /> ;r, v W 14X3Q � � W 14X30 � <br /> ' — — — — — — — — � — — — — — — � � — � X— �, -- � — — (B.�� �� W'�Qx22 C?UTRIG�ER FOR DECK EDGE ANGLE SUPPORT <br /> 0 2 � l <br /> � <br /> � <br /> e <br /> I I c�, I I � I � HSS6x3x1/4 VERTICAL ON FACE OF NEAI�ER TRUSS <br /> 32L SP2 36L SP1 M3S�10-12 5406 y'�,,' 48LHSP1 D� ble Pi#ched � �g� �p� FC�R DEGK EDGE ANGLE SUPPORT <br /> 7 � SEE STEEL ROC3F DECK NOTES C�N S2C FOR RC�C?� : ' <br /> CONSTRUCTION. <br /> �; � � � � � � ^ � <br /> Q � � � ���J�TRI��Tlt�N N�TE� <br /> 32L SP2 36L SP1 �, 48LHSP1 D ble Pitched � �. 36L SP1 �, <br /> � � � � � � X—� <br /> 3 <br /> 'n �,n M3S110-12 S406 u' `� <br /> a � d�t� � <br /> k-• <br /> rJ7 <br /> � � � � � <br /> 32L SP2 36LHSP1 48LHSP1 D� ble Pitched 36L SP1 �, <br /> � � <br /> � o <br /> � I I x w�4x3o `� I � > w�4x�o X � �'�� <br /> 0 _ _ _ _ _ — — — — —� Y — — — — — — — — -- � U_ _ � � _ �.50 <br /> a o <br /> � � <br /> 32L SPZ 36L SP1 � 48LHSR1 D ible Pitched � 36L SP1 <br /> I I i I I ��F�����✓� ���t�� ��� <br /> � <br /> 0 o RFS3T- COMPOSITE TOP CHQRG ROC?F FRAMING PLAN , . <br /> � r- � <br /> � x � <br /> I I `�' I I N `:' I <br /> 32L SP2 36LHSP1 � 48LHSP1 � bie Pitcheei � * 36LHSP1 �,r, <br /> �, <br /> "' I � � � � � � �j i t���� ,(�r� �� s� � �n � � A <br /> � RFS160B-'}0 ��.�� � � r <br /> -1 Q -11 -12 -13 -14 <br /> �;,,��'� , Q <br /> 32L SP2 3fiL SP1 48LHSP1 D bfe Pifched 36L SP1 s� � �' � � 'f,f`r f,!,,'f � � � � � e <br /> -15 -16 F!f�'-17� F,r' -18 -19 <br /> '�.'�.�, �/°!,� <br /> � � � � � � � �L � � � � �';� i�,�%r`�'.° m � � � �_ � <br /> �, Q i fc <br /> � . <br /> � <br /> �, � �II114X30 � � W 14X30 � /"�� -20 -21 -22 -23 -24 . <br /> Q — — — — — — — — — —'� - — — — — — � � � _ � X— � m — � ��.75 �}�- — + - - + - - -� - - �- - - -�j <br /> �- �- � <br /> I I � c � � -25 -26 -27 -28 -29 <br /> 32LHSP2 36LHSP't � I 48LHSP1 D ble Pitched I � 36LHSP1 (�`,�-- —�- � — — � � — � — — � � — �� <br /> _ ' <br /> -3Q -31 -32 -33 -34 <br /> ��;� _ ..� _ _ + _ _ � _ _ + - �� <br /> � � � � � � ' _" <br /> � -35 -36 -37 -38 -39 <br /> � �� � � � � � � � � � � � � � <br /> � � � <br /> � X �" <br /> �r `- � v <br /> � ' - - - - <br /> . " -�t0 �1 42 43 44 <br /> 32L SP2 36L SP't <br /> + + <br /> �-- 48LHSP1 D ble Pitched � �-- 35L SP1 <br /> `�' („�� � � s � � � � � � a � � �_� : " <br /> I I � I � � � -45 -46 -47 -48 -49 , <br /> `�' � � � M3�'l10-12 5448 � J, � + � � � — � + — � � — �-(�) <br /> � M3S11Q-12 5408 � '�_ rr� -50 -51 -52 -53 -54 I `/ <br /> ` �� � � � � � � m � � � � � �_(� <br /> 32L I SP2 36L I SP1 I 48LHSP1 D �b[e Pitched � ���I��'� -55 -56 -57 -58 -59 <br /> N C3 O � � � <br /> � EE 11 � � <br /> � 1 S1 Q-13 5405 -60 -61 -62 -63 -64 <br /> _ — — — — — — — � MT-TRUSS SFRS L � � � � � — — — — — t <br /> — — — — — — — — — — — — — — — — — , — � J <br /> � <br /> �?�" n�� � � � � � <br /> 1510-15 5405 , <br /> 4} 4' a' 16` 24` <br /> S�ALE: 1/8"= 1'-0" <br /> - - - STRUCTURAL ENGINEER-OF-RECOftD <br /> 4, �� w�srii��� _ <br /> KI3LE�N <br /> �����°�, . ^�"'eb ����`�`�,�. CMC CARY ENGINEERING <br /> �� � P.O.B4X 2525 <br /> .. <br /> P�RTIAL R�C�F T�P �HC�RD F�AI�IN� PLAN -17 ` <br /> � � �� Gf2EENVILLE,SC 29602 <br /> �� a�waaa� `� <br /> SGALE: 1/8"= 1'-0" � _ °���,�������° ��` PHONE:864-609-5340 <br /> FAX:864-�09-5344 <br /> ��� �V� ���� ������ ����� 3�� : : . <br /> ��r����, ���������r� �����` ���� r� � <br /> :,�,�����`�.�tGz CMCCE PROJECT#14-1061 � <br /> DRAWN DATE SUBTITLE CURRENT REVISIQN SYMBO! DATE � <br /> SYM REVISION 8Y APPRQVED DATF SYM REVtStON BY APPRQIIED DATE �N k H�r``� AGC�PTA�1LlTY QWD 14/09/14 � <br /> �'" ` °� TH,S�E��G�AN�,a� �����Eo PARTIAL �O�F TC�P �H�RD FPJ�MINC� PLAN w���$��7 �oio���� M <br /> SPECIFIGAT[ON IS APPRQVE€} RLP 10l09(14 ����T � <br /> � ����YS�I APPR�VED BY DEPT. DATE AKRI�EER 101Q9l14 TITl� Boeing 777X CWG �UILDING � <br /> � F� � ��T � 7 � <br /> �����,2z ��E�K�° B�J I L a I N� 40 58 � � : <br /> m�'� c� APRROVED J O S N O. C O M P N O. � `' <br /> ���.�r� OF AU�EN������ APPROVED 40-58-FtFS160T617 0 ': <br /> � STRUCTURAL MAST�� EVERETT,WA °wG"o. 40-5$-RFS160Ta17 . <br />