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_ _ _ __ __. _ _ . �,, <br /> � �� �� LEGEND � <br /> �.10 3.15 3.2Q 3.�5 3.3(� 3.35 (3.40 3.45 <br /> \ <br /> HT-:4X HEAQER TRUSS DESIGNATION (SEE S320) . <br /> 25'-0" 25'-4l" 25'-0" 25'-0" 25'-6" 25'-D" 25'-0" <br /> � � ,� � �N � � ST-XX SWAY TRUSS DESIGNATION (SEE 5322-5329) <br /> r� �- �-- r- <br /> � �, °' � � � ; c.L.��D�� I o � I I Q � I ' <br /> 0 o a a _ c�03 0�-- <br /> m N � � N ��„ ��,o� m N ___ MT-TRUSS MAIN TRUSS DESIGNATION (SEE S320& S321) <br /> � � � 1 . <br /> � �`�` (+/-XXk} LRFD FACTORED AXIAL LOAD FO�CO�INE�TION DESIGN <br /> � a� SFRS 1S1fl-13 5405 (POS =TENSION, f'+IEG =COMPREiSI(JN} <br /> �., K V=XXk LRFD FACTORED SHEAR LOAD FOR C(?NNECTION DE�IGt'�! � <br /> N <br /> � 32L SP2 32LHSP3 Double Pi#ched 32L SP2 32L SP2 xxLHSPx SPECIAL JOIST DESIGNATl�N <br /> I � ( (SEE 5402 &S403 FOR LOADING PROFILES) <br /> � <br /> � , <br /> a <br /> 32LHSP2 32LHSP3 Doubl� Pi#ched 32Lt�Sf'2 32L�SP2 � G E N E RAL N OTES � <br /> � <br /> �j SWAY TRUSSES SPANNWG 125'-0"FRQM ° <br /> � MT-TRUSS TQ MT-TRUSS, T/SWAY TRUSS <br /> o I I I AT 5" BEL01N Bt7TTOM QF aECK(B.O.D.) � <br /> Ft3R 5"JOIST SEATS_ <br /> � C_L_ MAW TRUSS MT-TRUSS T�P CHORD AT 1'-2 1/2" <br /> 32L SP4 32LHSP6 Doub(e Pitched 32L SP4 32LH P11 BELOW 80TTOM OF DECK(S.Q_Q.} � <br /> I I I C� HEADER TRUSS HT-H1 SPANNING 200'-0"FROM � <br /> � %�^ GRID 1.20 TO GRID 1.6Q <br /> o – – – – – – – – – – – – – – – – – – – – – – – – – – – – K.25 � <br /> � �� HEADER TRUSS HT-H2 SPANNING 200'-0" FROM <br /> GRID 320 TO GRID 3.60 <br /> 32L�SP4 32LHSP6 goub(e Pitched 32L�SP4 32LH�P11 <br /> � W'tOx22�UTRIGGER FOR DECK E�GE ANGLE SUPPORT � <br /> 6 � HSS6x3x1f4 VERTiCAL QN FACE OF HEADER TRUSS <br /> �, I I � FOR aECK EDGE ANGLE SUPPORT <br /> � � SEE STEEL ROOF DECK NflTES ON S2G FOR RQOF , <br /> CONSTRUCTION. <br /> 32L SP4 32LHSP6 Doubie Pi#ched 32L SP4 32�H R11 �, � <br /> � <br /> � � � � <br /> �, � �, � <br /> CONSTRl��T1t�(� N�TES � <br /> � � o � � <br /> o � u� u� � <br /> � � � � � � <br /> 32LI�SP4 32LHSP6 Double Pi#ched 32L�ISP4 32LH�P11 <br /> b – – – – – —� – – – – – – – – – – – – – �– – – – – – – t – – – K5� � � <br /> �� � <br /> 32L SP4 32LHSP6 Do�b�e Pitched 32L �P4 32LH P11 <br /> � � � <br /> :n � <br /> � REFEREN+CE DRAWINGS <br /> 32LI�SP4 32LHSP6 Double Pitched 32L�ISP4 32LN�SP11 �r, <br /> - RFS3T- COMPQSITE TOP CHORD ROQF FRAMII'�IG PLAN <br /> �, . <br /> � 2 <br /> � � RFS160B-1Q S404 � � <br /> ti . <br /> 32L 5P4 32LHSP6 Doubie Pitched 32L SP4 32LH P11 A C� � a 7 z �`� + A <br /> I I I -10 -11 -12 -13 -14 ' <br /> � f�--.� �}� — � - - � - - � - - � — -�-{s) . <br /> o – – – – – – – – – – – – – – – – – – – – – – – – – – – – K.75� � -�� � -16 -17 � -'[8 � -1s � <br /> `�--� c� — — — — — — — — � <br /> � � � � � � . <br /> 32LI�SP9 32LHSP7 Double Pitched 32L#�SP9 32LI�SP8 -20 -21 -22 -23 -24 � <br /> i o` — � - - � - - } - - + - - � ' <br /> -25 -26 -27 I -28 I -29 <br /> o (�� — � — — � — — � — — � — — � <br /> I I I -30 -31 -32 -33 -34 <br /> 32L SP9 32LHSP7 Double Pit�hed 32L SP9 32L SP8 - � + — + — + _ + � ° <br /> � <br /> -35 -3f -37 -3$ -39 <br /> � (G)r — � - - � - - -}- - - -}- - -f-(� <br /> � ( � I I I I <br /> - -40 -41 -42 -43 -44 . <br /> � �� I <br /> p {Hj-� � } � � � � � � � � � � � kI � • <br /> \J I I � <br /> -45 ,46 -47 -48 -49 , <br /> 32LF�SP9 32LHSP7 Double Pitchec� 32LF�SP9 32LF�SP8 (�}�-- — � — � — � — � �{} <br /> � � <br /> N , 5'-0'" 4'-2" 8'-4" 8'-4" a 8'-4" , 8'-4" 8'-4'° 8'-4' 8`-4" , $'-4° $� 4° 8�-4" 8'-4" 8'-4" 8'-4" , $'-4�� $� 4�� $�_4° $�_4�� $,_4�� 8'_4�� 8�_4,� $� 4° 8�_4" -5Q -51 -52 -53 -54 � <br /> � W 18X50 � W 18X50 � HT-H2 SFRS I �� — t — — � — — ,� ,` _ �(K) <br /> I I I �f, r :;F= � � <br /> L� -55 -56 -57 ,F'i`;,-5�;�;yi` -59 <br /> {+l-60k) (+f-30kj I — <br /> , <br /> � � /f,r f`� �'� � @ <br /> � I 4 � � 4 � I � _ � -60 =61 -62 =63 =64 � <br /> RFS1608-1�J 5407 5 RFS160T 10 5411 RFS160B-1Q S4�� ~`' RFS160B-1t� �407 RFS160T-10 S413 <br /> � �. , a . <br /> � � � � � � � � • <br /> Q 4' 8' 1&' 24' . <br /> SCALE: 1/8"= 1'-0„ <br /> - - - - - STRUCTURAL ENGINEER-0E-RECORD <br /> ��ZESLE��,R� <br /> �����°�'"��y,ry����'° �►����►� CMC CARY ENGINEERING <br /> PARTIAL R�C�F TQP CHC�RD FRAMIN� PLAIV -�8 ( * � � ° � ��■�� P.Q_BQX2525 � <br /> SCALE: 1/8"= 1'-0" ' `� � �' � ����r� GREENVILLE,5C 29602 : :° <br /> fi���s�cr,e�o �.,, . �i�� PHONE_864-609-5340 <br /> `�1srat+� <br /> _ _ . __ _ � , FAX:864-609-5344 : ` . <br /> ��� �� "���� ���'�'�� ����� ��� �, ` . <br /> ��.'��t?�"1� ��������+C,}i1 ���}J� 1#lto 22atf , <br /> ��''q���I��t�" CMCCE PROJECT#94-1061 R <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE c <br /> SYM REVtSION BY APPROVE� DAFE SYM REVfSION BY APPROVED DATE �� � � <br /> ������G r°�� �TNIS DESIGN B��/ORY DH�KED �Q/Q9114 �q�TIAL ROOF TC7P CNORD FRAMING PLAN W2548317 �oiosifi� � <br /> SPEGIFICATION IS APPROVED RLP 10/09114 sHE�T � <br /> � sME-ow�ts�E� ENGINEER TITLE Boeing 777X GWG BUILDING � <br /> ��Y.�� APPRQVED BY DEPT. DATE AKR 1D/09114 � s <br /> �����z� ��E�K�� RF� � 6�T-58 � <br /> ��'F o APPROVED �v�L���� TO �� JOB NO. C4MP NO. Q <br /> fi,f,�l ¢ttiP� A rover 40-58-RFS16f�T-58 0 <br /> F oF Au�Na a,PPRovEo STR�JCTURAL N1ASTER EVERETT,WA �wG"o. 4p_5$-RFS160T-58 . <br />