Laserfiche WebLink
� � LEGEND � <br /> 1 .�� � .Q5 1 .�� 1 .� 5 1 .20 1 .25 1 .30 <br /> �� � <br /> 25'-n" 25`-0° 25'-�" 25'-0" 25'-0" 25'-a" HT-XX HEADER TRUSS DESiGNATIC}N (SEE 5320) <br /> ST-XX �WAY TRUSS DESIGNATION (SEE S322-5329) <br /> I I 3 I I I I I MT-TRUSS MAIN TRUSS �ESI�NATION (SEE 5320& S321} <br /> M3S110-12 5�08 �` �� (+1-XXk) LRF[? FAGTORED AXIAL LOAD F�R CQNNECTIDN DESIGN <br /> � SFRS MT-TRUSS (POS =TENSiQN, NEG=COMPRESSIC3N) <br /> — — — — — — — — — — — — — — — — — — — — — — — [� " <br /> � Q V=XXk LRFD FACTORED SHEAR LOA[� FOR CONNECTION DESIGN , <br /> 1 � E <br /> 1510-15 S405 � xxLHSPx SPECIAL JOIST DESIGNATIQN <br /> � (SEE S402 & 5403 FOR LOADING RROFILES) <br /> � � � <br /> � � <br /> a� <br /> � � <br /> r � <br /> c� . <br /> � 32L 5P1 32L SP4 32L SP2 � G E N E RAL N C)T E S <br /> � � � . <br /> "' C� SWAY TRUSSES SPANNING 125'-0"FF�OM <br /> � � MT-TRUSS T� MT-TRUSS, T/SWAY TRUSS ' <br /> Q I I I AT 5" BELOW SQTTOM OF DECK(B�Q.I3.) <br /> ��`-p� F�R 5'JQIST SEATS_ <br /> � � �� C.L. MAIN TRUSS MT-TRUSS TQP CHQRd AT 1'-2 112" <br /> � 32L SP1 I �2L SP4 32L SP2 BEL�W 8C?TTOM C7F DECK(8_(�_D.} <br /> � <br /> i'- I � I _3 � HEADER TRUSS HT-H9 SPANNING 200'-0"FROM <br /> � � W14X3i} � r'�`V GRIQ 120 TO GRlD '�.60 <br /> — — o — � — — — — — — — — — — — — — — — — — — — — p.25 � <br /> r- 4 �� HEADERTRUSS HT-H2 SPANNIfVG 20�'-D"FROM <br /> i U \ GRID 320 TQ GR{D 3.�i0 . <br /> � 32L SP1 32L SP4 32L SP2 <br /> �� W10x22 f�UTRIGGER FOR DECK EDGE ANGLE SUPPORT <br /> C� H�S6x3x1i4 VERTIGAL ON FACE OF HEADEF�TRUSS <br /> � � FOR DECK EDGE ANGLE SUPPQRT <br /> � � I ( I 7� SEE STEEL f�00F DECK NOTES flN S2C FOR ROOF <br /> X 32L 5P1 32L Sp4 32L sp2 CONSTRUCTION. <br /> M <br /> 2 � Y CS <br /> �' � � � �Ct�N�TRUCTIQN �IC�TES <br /> � <br /> RFS1fiQT-10 S411 - � <br /> � � �;' � p � . <br /> o � � � <br /> t=- �=- � <br /> u� cn r� C/_' <br /> 32L SP1 32L SP4 32LHSP2 ' <br /> � <br /> 0 <br /> r� <br /> rr <br /> � � W 14X30 ,��- �� <br /> — �, — � — — — — — — — — — — — — — — — — — — — — D.50} <br /> 1 Q � I I I �� <br /> � <br /> RFS16(18-10 5406 � 32L SP1 32L SP4 32L SP2 <br /> l / <br /> I � ( <br /> if� (� <br /> � � R��,�og-�o ��"4 REFERENCE DI�AWING� � <br /> � � <br /> X 32LHSP1 32LHSP4 32LHSP2 �,, <br /> � � M RFS3T- COMPOSlTE TOP CHORD RDOF�RAMING PLAN <br /> «, <br /> � <br /> � <br /> � <br /> � `. <br /> � <br /> � � � ' <br /> 32L SP9 32L SP4 32L SP2 <br /> �i.� t3 �ri �(i t a t�� <br /> o�- � A . <br /> � -10 -11 -12 -13 -14 <br /> — — — � W14X30 '��' —I — — — — — — ( — — — — — — — I — — — — — �`\ �a}F- — � - - � - - � - - � — ��B) <br /> � � , — D.75 � -�� � -�6 -17 � -18 -19 � <br /> Y U i ��� � ,,_, <br /> �, ��.�I- - + - - �- - - + - - + - � <br /> 32L SP1 32L SP4 32L SP2 -2D -29 -22 -23 -24 <br /> pF� ,��.� . - - + - _ + _ - + _ _ .� <br /> � ;,� F�,��.F�� <br /> '`f� 25;;f' -26 -27 -28 -29 I ,', <br /> l ,�...0 f�,!� .. <br /> � � E �� '�rf f � � } � � � � � } � � � <br /> Q � <br /> � ( � -34 -31 I -32 -33 ( -34 <br /> � 32L SP1 32L SP4 32L SP2 r, �' — '+' — — + — — + — — �' — —f{F) , <br /> I <br /> � � � -35 =36 =37 =38 =39 <br /> N 1 � � � � 1 <br /> ;c, + I 3 I I -40 -41 -42 -43 -44 <br /> � M3S11 Q-'I� 5408 �` — � — — � — — � — — � — —�("� <br /> I <br /> -45 -46 -47 -48 -49 <br /> 32L SF1 32L SP4 32L SP2 I � �� <br /> (-� — — — — — } — — � — —�-(�) . <br /> I I <br /> N Q 2 -50 -51 -52 -53 -54 <br /> ~ .�KJ� — � — — � — — � — — � — i-�K} <br /> `� � SFRS MT-�RUSS _ I ( - � <br /> — — � — — — — — — — — — — — — — — — — — — — — — E -55 -56 -57 -58 -59 � <br /> � ( � � �� � ' <br /> � 1�10-'15 S445 � -60 =61 =62 =63 =64 � <br /> � _ <br /> � 3 7 7 t a � A. <br /> tn <br /> � <br /> 0 4' 8' 16' 24` <br /> � � <br /> S�ALE: 1/8°= 1'-0" <br /> PARTIAL RC}�F T�►P CHt�R� FRAMIN� PLA[� —25 : � � <br /> $ �,������ � STRUCTURALENGINEER-OF-REGOftD <br /> m was,�i �",y ,.�'.+/1fL�"� <br /> scA��: ��s��= ��-a�� � �°�m��°�; � ����°�� �'�,���� CMC CARY ENGINEERING . <br /> ������ <br /> ' ���1��� P.O.BOX 2525 ' <br /> � �'` �, F�w,,r�rr�' GREENV(LLE,SC 29602 <br /> 'l' Se46b87 <br /> _ �.a�Rs���o �`" ��� PHONE:8�-609-534Q <br /> _ . . : . ___. '� ` FAX:864-609-5344 <br /> ���} SVV 1�th �t���� ���t�>3t�7 <br /> �,ent��n, �"Va���ng�c�n �S�l�� ���� ��� <br /> �'�'����'����� CMCCE PROJECT#14-1061 a <br /> SYM REVtS10N BY APPROVED QATE SYM ftEV(S(ON BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISIgN sYMBOL DATE � <br /> �PS}�4 N G o�� ACCEPTAB1LfTY DHEGCKED 1°'0�"� PARTIAL RUOF TOP GHC�RD FRAMING PLAN w25�.s3�7 10/Q9/14 M . <br /> � \ THIS DES�GN AND/OR <br /> � \ SPEGIFIGATION►S APPROVED RLP 10109/14 sHE� � � <br /> � S��E�S,�� ��,���EEa TITLE Boeing 777X CWG BUILDING � <br /> ��.��- APPROVED BY DEPT. QATE AKR 10109t14 R F S 16�T 2 5 <br /> rao.z,3zan�o3�27 CFfECKED � � � <br /> � BUIL�ING �Q-5� T <br /> m�F � c� APRROVED .1�8 NO. COMP NO. a <br /> fi��, ti�.K A r o v e r 4 0-5 8-R F S 1 6 4 T-2 5 � <br /> �r� oF nu�"�4 AppRov�o STRUCTURAL MASTER EVERETT,WA �wc r�o. 40-58-RFS160T-25 <br />