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. � � _ LEGEND � <br /> 1 .fl0� 1 .0� 1 .101 1 .15 1 .20 1 .25 1 .30 <br /> HT-XX HEADER TRUSS DESlGNATION (SEE S32Q) <br /> 25`-D" 25'-0" 25'-0° 25'-0" 25'-Q° 25'-0" <br /> I I I I I � I ST-XX �WAY TRUSS DE�IGNATION (SEE S322-5329) <br /> 3 MT-TRUSS MAIN TRUSS DESIGNATION {SEE S32Q&S321) <br /> M3S110-12 54�8 2 � <br /> (+1-XXk} LRFD FACT(JRED AXIAL LDAD F�R C�NNEGTION DESIGN � <br /> SFRS MT-TRUSS <br /> �' (POS =TENSIC?N, NEG=COMPRESSION) , <br /> — — — — — — — — — — — — — — — — — — — — — F <br /> � o V=XXk LRFD FACTORED SHEAR LOAD FOR GONNECTIQN DESIGN ' <br /> 1 �, � <br /> � <br /> �S1Q-15 5405 xxLHSPx SPECIAL JOIST DESIGNATI�N <br /> I I I (SEE 5402 &5403 FOR LOA�ING PR�FILES) <br /> � � <br /> � � <br /> o u.. <br /> � <br /> � 32LHSP1 32Ll�SP4 32LHSP2 � �E N E RAL (��T ES . <br /> � <br /> . <br /> � � m <br /> M <br /> � �� SWAY TRUSSES SPANNING 125'-Q"FRQM � <br /> ;�, + <br /> I ( � MT-TRUSS TC) MT-TRUSS, TtSWAY TRUSS <br /> o AT 5" BELOW BQTTC�M OF DECK(B-O-D-) <br /> 16'-0° i F�R 5"JOIST SEATS. <br /> 32L SP1 32L SP4 32L SP2 <br /> C� C.L. MAW TRUSS MT-TRUSS T�P CHOR[]AT 1'-2 112" <br /> BELOW B�TTOM OF QECK(B.O_D.) <br /> ' a I I I 3 � HEADER TRUSS HT-H1 SPANNIP�G 240'-0"FRQM <br /> ;�, � W14X30 � <br /> GRID 1.20 TO GRID 1_60 <br /> � � � � �5 4 �� HEA�ER TRUSS HT-H2 SPANNING 200'-d" FRC7M ` <br /> � I '' � GRID 3_20 TfJ GR{D 3.60 <br /> � 32Lt�SP1 32L�1SP4 32LHSP2 <br /> C� W'IQx22�UTRIGGER FOR DECK ED�E ANGLE SIJPF�ORT , <br /> � �� HSS6x3x1/�VERTiGAL ON FACE OF NEADEF�TRUSS ' <br /> � � ( � I � ( � FOR DECK EDGE ANGLE SUPPURT <br /> p � � c~i� vi C� SEE STEEL ROOF DECK NOTES ON S2C FOR Rf��F <br /> � <br /> � 32L �P1 32L SP4 32L SP2 CONSTRUCTION. <br /> M <br /> � <br /> 2 � � I I I " <br /> RFS160T-10 5411 - `�- �t�NSTRU�TION NC)TE� <br /> � v <br /> . <br /> o . <br /> X— . <br /> 32Lh5SP1 32L�SR4 32LHSP2 <br /> Y <br /> � <br /> ti <br /> ti <br /> ;r, '' W 1�4X3Q � /�- <br /> — �, -�— � — — — — — — � — — — — — - -� — — — — — — F.50 <br /> � � <br /> a U � <br /> � <br /> RFS16QB-1Q 5406 � 32L SP1 32L SP4 32L SP2 <br /> � � <br /> 2 <br /> � �,,, , <br /> � � RF�����-�° ��.°�. REFERENCE DF�AWI �I�S <br /> � 32LF�SP9 32L�ISP4 32LF�SP2 � <br /> � � m RFS3T- COMPOSITE TOP CHC}RD R�OF FRAMING PLAN <br /> � <br /> � <br /> � <br /> � <br /> � +`,,_. <br /> a � � � <br /> 32L SP1 32L SP4 32L SP2 <br /> � ' lt' .7 7 _] J <br /> A A <br /> � � I I -10 -11 -12 -13 -14 � <br /> — i� — — — — — — — — — — — — — — — — — — — (8}�--� � .� � � � � � � � � �. � �{g-}. . <br /> � W94X3Q � /"��� <br /> `� � F.75 � -15 -16 -'17 -18 -19 � �J <br /> 0 <br /> t,;. � ` �'_,�._ _ + _ - �. _ - + - _ +. _ �} <br /> � _ <br /> � 32Ll�SP1 32Ll�SP4 32LF�SP2 �.�l <br /> -20 -21 -22 -23 -24 <br /> L)� — � — — � — — t — — � — — �(� <br /> I I I <br /> -25 -26 -27 -28 -29 <br /> o t� � � I �� — � — — t — — � — — � — — � . <br /> � -30 -31 I -32 -33 -34 . <br /> � 32L SP1 32L SP4 32L SP2 - C� �:,,r,, . — — � — — –}– — — + — –i(F) . <br /> � � �r� �r�'%fr�`` I I I <br /> � �, ;./,.. :35�''r'=- -36 -37 -38 -39 <br /> � � � � F�.� ��.%{, — — � — — � — — � — �-(c� <br /> � °�' <br /> �., + � -4Q -41 -42 � -43 � -44 ' <br /> `� M3S 11 Q-12 S408 ``H}r — � — — � — — ♦ — — ♦ — �(N) <br /> I I I I I <br /> � -45 -46 -47 -48 I -49 � � <br /> 32LI�SP9 32LF�SP4 32LFMSP2 �a�}– — � — — � — — � — — + — �{�) <br /> I I I <br /> � 0 2 -5D -51 -52 -53 I -54 I _ <br /> ~ (K)�-- — � - - � - - � - - + — –�{�) <br /> N > SF�s M�r-T�tuss I I I . <br /> � -55 -56 -57 -58 -59 <br /> — — — — — — — — — — — — — — — — — — — — — (j <br /> 1 `� ` ' <br /> 1510-15 S4Q5 � -60 -61 =62 =63 =64 � <br /> � <br /> 3. 7� 7 i.�0" .� 9 {(V 4.�Q .. <br /> 0 4` 8' 16' 24' <br /> SCALE: 1/8"= 1'-0" <br /> PARTIA� RC�aF T�P �Ht�RD FR�I�II�G PLAN -35 ���€�� <br /> STRUCTURAL ENGINEER-OF-REC�RQ <br /> � �'� '� . <br /> ��` wash� ��� �"`�"1�R�'�. <br /> sca��� ��s��_ ��-��� s��`�T�°�. � "r�a °r �'�r,���►� CMC CARY ENGINEERING <br /> • � ° �I��1��►'� � <br /> x ��[�f�I�M� �'-o.Box 2�25 <br /> � � � ��sy.r�1` GREENVlLLE,SC 29602 <br /> � s�,�ss�� �� PHONE�864-6Q9-534Q <br /> °+�,'�scrsr�� ��� <br /> _ _ <br /> a <br /> _ FAX:864-609-5344 <br /> ��� S�f 1�t�i �tr��t :��it� 3��` � , :: <br /> ����+��, �as�ti���c�� '�8t}�� t��� ��� <br /> ��`"�f��,����° GMCCE PROJECT#14-1661 Q . <br /> SYM REVtSfON BY APPROVED QATE SYM ftfVtS10N 6Y APPROVED t?AFE -� DRAWIV DATE SUBTITLE CURRENT REVISION SYMBOL DATE � <br /> ��S„E��ro�� ACCEPTABlLITY owa 10(09114 PARTIAL RUOF TOP CHURQ FRAMIN� PLAN <br /> �� THIS DES�GN AND/OR CHECKED W2548317 'I O/O�I'I� °�,�' <br /> � SPECIFiGATION IS APPR�VED RLP 10/09114 SHEET � , <br /> � st�u-rANENs�� ENGINEER TITLE Boeing 777X CWC SUILDING n <br /> cDn�a�v.in�. APPROVED BY QEPT. dATE AKR 10IQ9t14 R F� 1 �0 T 3 5 � <br /> r�p.2�z�mps'z7 CHEGKED � c <br /> ' ��'f� �o APPROVED B I J!L D I N� 4� 5 8 ,1p6 NO. CAMP NO. � <br /> �.e,�r ¢`,�P A rover 4�-58-RFS160T-35 0 <br /> �� oF nu�"� aPPRov�� STRkJCTURAL MASTER EVERETT,WA �wG"o. 40-58-RFS160T-3� <br />