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.... . .. . . I I <br /> -__ - LEGE(�D <br /> 1 .35 1 .4Q 1 .45 1 .50 1 .5� 1 .60 1 .65 1 ,7fl , <br /> 25'-�" 25'-Q" 25'-0" 25`-0" 25'-0" 25'-0" �5'-p" HT-XX HEADER TRUSS DESIGNATIGIN (SEE S32(}} <br /> ST-XX SWAY TRUSS DESIGNATION (SEE S322-S329j <br /> I � I I I I � � I MT-TRUSS MAIN TRUSS DESIGNATION (SEE 5320&5321}. <br /> M3S110-�2 S408 � <br /> MT-TRUSS �FRS (+1-XXk} LRFD FACTC}REQ AXIAL LOAD F�ft CQNNE�TI�IL! DES(GN <br /> (POS =TENSiON, NEG=COMPRESSEON) <br /> N _ _ _ — _ _ _ _ — _ _ _ — _ _ _ _ _ _ � . <br /> 1 V=XXk LRFD FACTORED SHEAR LOAD FOR CONNECTION DESIGN � <br /> N <br /> � 1S10-15 S405 ;;2L SP2 32L SP2 32L SP2 32�HSP3 Double Pitched xxLHSPx SPECIAL JOfST DESIGNATION � <br /> (SEE S402 &S403 FOR LOADING PROFILES) <br /> � � � <br /> � <br /> 0 <br /> 32LI�SP2 32L1�SP2 32LI�SR2 32LHSP3 Double Pitched � �E N E RAL N�T E S <br /> � <br /> � SWAY TRUSSES SPANNING 125'-d"FRQM <br /> � MT-TRUSS TCJ MT-TRUSS, T/SWAY TRUSS <br /> I � � AT 5" BELOW BOTTOM OF DECK(B_Q_D.) . <br /> 0 <br /> FOR 5"JC71ST SEATS_ <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Double F'itched � � C.L. MAIN TRUSS MT-TRUSS T�P CHOR�}AT 1`-� 1!2" <br /> BELOW 80TTOM OF QECK{B.O_Q.} <br /> I I � � HEADER TRUSS HT-H1 SPANNING 200'-0" FROM <br /> � i <br /> "� GRID 1.20 TO GRID 1_60 <br /> o — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — �.2� � <br /> � 4 HEADER TRUSS HT-H2 SPANNING 200"-0"FROM <br /> GRID 3_20 TC7 GRID 3_60 <br /> � 32Lf-�SP2 32L1�SP2 32L1-�SP2 32LHSP3 Double Pitched . <br /> 5 � iN10x22 OUTRIGGER FOR DECK EDGE ANGLE SUPPORT <br /> C� HSS6x3x1/4 VERTICAL ON FACE OF HEAQER TRUSS ' <br /> "' FOR DECK EDGE ANGLE SUPPORT <br /> o I I I �> SEE STEEL RO�F DECK NOTES 4N S2G FOR ROOF <br /> CONSTRUCTION. <br /> ��L ��'� 32L SP2 32L SR2 32LHSP3 Doubie Pitched - <br /> � <br /> � <br /> � ' ' CO►NST�IJCTIQN NOTES <br /> � � � � � <br /> o � � �, � <br /> � � � � � . <br /> x <br /> 32LF�SP2 32LI�SP2 32LF�SP2 32LHSP3 Double Pi#ched <br /> � <br /> p — - -� — — — — — - --r — — — — — — — i — — — — — — — — — — — — — — �.50 <br /> _� <br /> 32L S�'2 32L SP2 32L SP2 <br /> 32LHSP3 Double Pitched <br /> � � 2 <br /> :� <br /> o RFS�60B-10 54�4 � <br /> � I -� REFERENCE DRAt/VINGS . <br /> 32LF�SP2 32LI�SP2 32LI�SP2 32LNSP3 D�uble Pitched - <br /> � <br /> - RFS3T-COMP�SlTE TOP CHQ1�D ROOf FRAMING PLAN <br /> � <br /> � <br /> o I I I <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Qoukale Pi#ched ,. 7 � � , A � ,� <br /> � p <br /> � � I -10 -11 -12 -13 -14 . <br /> o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ��)�-- — � — — � — — � — — � — � . <br /> ..�.�5 � -�5 � -16 -17 � -18 -19 � <br /> 32L SP2 32L SP2 32L SP2 , — � - - � - - � - - � — � <br /> 32LHSP3 Double Pitched -20 -21 -22 -23 -24 <br /> �� — � - - � - - � - - � - - -i-(aj <br /> I <br /> -25 -26 -27 -28 -29 <br /> � �� — � — — � — — � — — � — — � <br /> o I I <br /> I -3a -31 -32 � -33 -34 <br /> J2L SP2 32L SP2 32L SP2 � 32LHSP3 �c�uble Pitched _ ��� — + — — + — — + — — + — � . <br /> � � <br /> -35 -36 -37 -38 -39 <br /> `�' a�- - �- - - + - - �- - - + - -�� <br /> � , , � � <br /> "' �' -40 -41 -42 -43 -44 <br /> � � — � — — � — — � — — � — � <br /> M3S1'[0-12 5408 H H <br /> . <br /> -45 -46 -47 -48 -49 <br /> 32L SP2 32L SP2 <br /> ��� �P� 32LHSP3 Double Pitched _ � _ _ � _ � <br /> - 2 J :i�`;�,�';��`� <br /> � -50 •�*j`'�i;-51�' �' -52 -53 -54 <br /> N MT-TRUSS SFRS ,K — r���`:���,/� — — — — — K , <br /> —L — — — — — — — — — �`.\ � � � � <br /> — — — — — — — — — — — — — — — — — � -55 -56 -57 -58 -59 <br /> 1 �� � � <br /> � � <br /> L -60 -61 =62 -63 -64 � , <br /> 0-15 S405 <br /> �1 <br /> i. �3 i 7 7 .0 .i . ! _4 �f�ll . <br /> 0 4' 8' 16' 24' <br /> BCALE: 1/8"= 1'-0° <br /> PARTIAL ROOF TOP CHC�RD FRAMING PLAN -51 ■ } � <br /> ��,���F�N R STRUCTURAL ENGi NEEft-OF-RECOftD <br /> � f . .�@" C`�W'ASIY1 '��+' �a#,���Yw'*:. ��� ' <br /> � � �° ��� . � "�� ° �r,�,��,��► CMC CARY ENGINEERING . <br /> ������ P_0_BOX 2525 <br /> SCALE: 1/8" = 1'-0" � �, � �;: �, <br /> ������ <br /> � +�` � -�•�,.r�rl GREENVfLLE,SC 29602 ' <br /> � s�sset �, <br /> _ _ _ __ _ °'�s��c,s�a��� ,.�,.�,; �i�� PHONE:86�-609-5340 <br /> , __ FAX:864-609-5344 <br /> 9►�Q �1�1 �+�th S�r��� S�i�� 3t�?' <br /> R�r��c��, �la�h�ng�+�n ����� i�r� ��°� <br /> ��'`���'��'�'r�" GMCCE PRO,lECT#14-1061 a <br /> ❑RAWIV DATE SUBTITLE Ct1RRENT fdEVISION SYMBOL DATE � <br /> REVISION BY APPROVED DATE SYM REVtStON BY APPRQVED DATE 5 H E N G\��� ACCEPTAB1LlTY DWD KED �Q�O�I�4 PARTIAL RQOF TC}P CH�RQ FRAMIN� PLAN v <br /> �� �� THISDESIGNAND/OR ����$��7 �������`� c <br /> � � SPECIFICAT[ON IS APPROVED RLP 1Q149114 SHEET � ` <br /> � S�-�"'�5,�� ` �"�wEER T��"-E Boeing 777X CWC BUlLDING /'�►/'� � ' <br /> ��.�� � RPPROVED BY DEPT. dATE AICR 'IO/O9J�4 /�/ � R <br /> � t�o.z32at��v C H E C K E D ��S � V( �T�� � c <br /> � BI��LQING 44-5� `'' � <br /> ��� So APPRdVED ,�pg�10. GOMP NO. � <br /> %Ar ��.t,� A rover 40-58-RFS160T-51 � <br /> � flF ���N� APPRQVED STRUCTURAL MASiER EVERETT, WA °�"G"a. 40-58-RFS16Q T-5 1 <br />