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__ . . <br /> _ ____ __ __ <br /> ----t <br /> - LEGEND <br /> �.�0 �.�J�` ��.2� �.G� 'rJ �.�(� �.�'rJ' 3.4U 3.45 HT-XX HEADER 7RUSS DESIGNATION {SEE S32Q) � <br /> 25'-0° 25'-Q" 25, Q„ 25'-0'° 25'-0" 25`-�" 25'-0" <br /> ST-xX SWAY TRUSS DESIGNATION (SEE S322-5329) � <br /> MT-TRUS� MAIN TRUSS �ESIGNATION (SEE S320 &S32'[) , <br /> I I 3 I I I I I I <br /> (+/-XXk) LRFD FACTORED AXIAL LOAD FC3R CUNNE�CTION DESIGN <br /> M3S110-12 S40�3 � � {POS =TENSIC7N, NEG=COMPRESSION) <br /> MT-TRUSS SFRS 1590-'!3 5405 <br /> � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D V=XXk LRFD FACTORED SHE/�R LOAD FOR CONRlECTION DESIGN <br /> �, 2 � <br /> `;' xxLNSPx SPECIAL J01ST DESIGNATfQN <br /> � 32L SP2 32LHSP3 Double Pitci�ed 32L SP2 32L S�'2 (SEE S402 & 5403 FOR LOADING RR(JFILES) <br /> � � � <br /> � <br /> o , <br /> �ENERAL I��TE� <br /> 32L SP2 32LH5P3 Double Pitched 32L SPZ 32L SPZ �„ <br /> "' �� SWAY TRUSSES SPANNING 125'-�"FROM <br /> MT-TRUSS T(J MT-TRUSS, T/SWAY TRUSS <br /> ;,, i AT 5" BELt3W SQTf�M QF DECK(B_O.D_) <br /> o ' F�R 5"JflIST SEATS_ <br /> I I I � C.L. MAIN TRUSS MT-TRUSS T�P CHORQ AT 1'-2 1/2" <br /> BELOW 60TTOM OF DECK(B.Q_D.) <br /> 32L SP2 32�HSP3 Qoubie Pitched 32L SP2 32� SP2 . <br /> � HEADER TRUSS HT-H1 SPANNING 24Q'-fl"FROM � <br /> GRIQ 1.20 TO GRfD 1.60 <br /> I I I �--�.� ' <br /> `�' � 4 HEADER TRUSS HT-H2 SPANNIF�IG 20�"-�"FROM <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �D.25 � GRID 3.20 TC1 GRlD 3_60 <br /> o �� <br /> 32LHSP2 32LHSP3 Gloubl� Pitched 32LHSP2 32LHSP2 C� W10x22 C?UTRIGGER FQR DECK EDGE ANGLE SUPP(�RT <br /> 6 �� HSS6x3x1/4 VERTICAL ON FACE OF HEADER TRU�S <br /> FOR DECK E�GE ANGLE SUPPORT <br /> o ��j SEE STEEL ROOF DECK NOTES dN S2C FOR RQQF <br /> CONSTRUCTION. <br /> � � � ' <br /> 32L SP2 32LH5P3�ouble Pitched 32L SP2 32L SP2 �, <br /> � � , � , <br /> � CONSTRUCTI�J�I N�TES � <br /> �, �n � � � <br /> o � � � � � <br /> � � <br /> 32LHSP2 32LH�P3 Double Pitched 32LHSP2 32L SP2 <br /> � f.-------� . <br /> o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — p.5Oj <br /> I I I �---� . <br /> r 32L SP2 3�LHSR3 Dout�le Pitched 32L SP2 32L �P2 <br /> � <br /> � ' ' REFERENCE DRAWI�J�S <br /> 0 <br /> 32LHSP2 32LH�P3�ouble Pitched 32L SP2 32L SP2 �,., RFS3T- COMPC)SITE TOP CHQRQ ROaF FRAMING PLAN <br /> a <br /> � � <br /> � � . <br /> Q F2FS16QB-10 S40� <br /> � `� � � <br /> ,_z � , � <br /> 32L SP2 32LHSP3 Double Pitched 32L SP2 32L SP2 � A <br /> -10 -11 -12 -13 -14 <br /> (a)f— — � — — � — — � — — � — 1-(� <br /> �, � � � !'��. � -15 -16 -17 -18 -19 � <br /> o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Q.7� �.,�, _ �. — _ + - - �- - - -�- - � <br /> �> > � <br /> -20 -21 -22 -2� -24 . <br /> 32L SP2 32LHSP3 Double Pitched 32L SP2 32L SP2 C� _ � _ _ � _ _ + ����f��f�" _ _ � . <br /> -25 -26 -27 Fr,`�,f;-28��°� -29 I • <br /> � {� — � — — � — — '''{`�`%'''f°`�/�%� — — J�� <br /> ��J <br /> Q -30 -31 -32 -33 -34 <br /> � � � (�- - -� - - -�- - - -�- - - -� - --�-�F) <br /> � <br /> � 32L SP2 32LHSP3 Double Pitched 32L SP2 � �2L SP2 - -35 -36 -37 -38 -39 <br /> � �}� — � — — � — — � — — � — ��J <br /> `'' I I I <br /> -40 -41 -42 -43 -44 <br /> �, I 3 I I t� � — � - - � - - -I- - - -�- - � <br /> 0 <br /> M3S110-12 S40$ -45 -46 -47 -48 -49 . <br /> 32L SP2 32LHSP3 Double Pitched 3�L SP2 32L Sl'2 � � — � � — � � ' <br /> -50 -51 -52 -53 -54 <br /> . c1 � 2 K � � � � � � � � � K .� . <br /> N � � � � � <br /> _ , MT-TRUSS ��R$ 1 S10-13 S405 � -55 -56 -57 -58 -59 <br /> � <br /> — — — — — — — — — — — — — — — — — — — — — — — — E � �j <br /> � � � � � -60 =61 =62 =63 =64 � <br /> 1. . .I 77 �. .1 .d.� .� �. .. <br /> Q 4' 8' 16` 24' <br /> SCALE: 1/8°= T-Q" ' <br /> - - STRUCTURAL ENGINEER-OF-RECORD <br /> _.. _.. _ <br /> ��'S H i.E�t,4�� <br /> ���' �F wnsy� �"2 �'".r�''�l►�s`t <br /> �� =Q : , ^%,, � �►�;����► CMC CARY ENGINEERING <br /> • � � ������ <br /> PARTIAL R�aF T�P CH+�R� FRAMI�IG PLA�I -28 S m s �,�,���,� P.Q.BOX2525 <br /> � � -�.re�l�'_ GREE�3VILLE,SC 29802 <br /> � s�a�er <br /> SCALE_ 118"=1'_0„ � �.o �'sc{�g�o �``'� F'HONE;864-609-5340 <br /> �� ��� ; <br /> _ _ _ _ ___ _._ _ - FAX:864-609-5344 <br /> ��t� �� 1�b�h ��re�� �u��� ��7 � <br /> ��t�t+�n� ��►sl�i�t����: '����:� t��� ��� , � <br /> ��v q j15f��tl� CMCCE PROJECT#14-1061 � <br /> a. <br /> DRAWN DATE SUBTITLE �URREtdT REVISION SYMBOL DATE n <br /> SYM ftEVISION SY APPROVED DA�E SYM REVt810N BY APPROVED DATE �CCEPTABILITY �tJt(� 'IO/O9I'I� � <br /> �'�fi H`N�r°� T�,s��S��N�a,oR CHECKED PARTIAL RC��F TUP CHOR� FF�AMING PLAN W2548317 10/09/14 � <br /> SPECIFICATION IS APPROUEQ RLP 10(09114 sHE� � <br /> � 5�E-��S,�E� ENGlNEER TITLE Bfleing 777X GWC BUILDING h <br /> ��'��� APPROVED BY DEPT. DATE AKR 1Q1Q9114 ��� � ��� �� <br /> m rio.2�ztw 000��n CFiECKED B l�I L a I N G 4Q 58 T <br /> �`���r R`�P,�,o AP�oo�E� �oB�,o. co�,P r,o.40-58-RFS16QT-28 0 : <br /> F OF AU7K� APPROVED STRIJCTURAL MASTER EVER�TT, WA °wc r�a. q.p_�g_RFS160T-28 <br />