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_ y . �, ' <br /> 1 .0� 1 .�5 'l .1 t� 1 .1� 1 .20 1 .25 1 .3� <br /> LE�END �. <br /> �� � , <br /> 25'-Q" 25'-Q" 25"-Q° 25'-0" 25'-0" 25'-0" HT-XX F-iEAQER TRUSS DESIGNATION (SEE S32t�) <br /> ( i � I I u`�.-4, I I w r I I u�.t� ST-XX SWAY TRUSS�ESIGNATION (SEE 5322-5329) <br /> o s';i o t? [� � ci: u? <br /> O �-- C3 � 0 T- U � <br /> ai �' a� �' c4� rti c�,, MT-TRUSS MAIN TRUSS DESIGN�lT(ON (SEE 5320& 5321) ,. <br /> 4 1 4 �� <br /> 2 7 (+/-3CXk} LRFQ FACTC}RED AXIAL LOAD FOR CQ�INEGTIDR! DESiGN <br /> RFS18t38-10 5407 RFS160T-1(3 5413 , RFS160B-10 S407 (POS -TEt�SION, NEG-COMPRESSi�N) <br /> � RFS160T-10 S4"11 � `• � 5 RFS1fi0B-1a S4d7 RFS'#60T-10 54�3 6 � 3 �� ` - - <br /> �� � . <br /> � � I V=XXk LftFD FACTORED SHEAR LOAD FOR CONNECTIOPV [�ESIGN , <br /> W 18X35 W 18X35 W 9 8X35 W�8X35 T-H1 <br /> -� - �� A xxLHSPx SPECIAL JOfST DESIGNATIC?N <br /> � � +/-50k � Q , �� �� +/ 5k N � � r � ; � , �f � , � � � � � �r � �f � �� � �Y � ,� SEE S40�&5403 FOR LOADING PROFILES <br /> �, r-4'-2"�� 8'-4" � � 8'-4' 8 -4 � 8'-4 { - } g�_4 I 8 -4' � 8-4" � 8'-4�� g�_4� � 8 -4 � 8 -4' 8'-4' � 8 -4' 8'-4° � 8 -4 � 8 -� � $ -4 � 8-4 �M 8 -4 � t ) <br /> { � r �, � ' <br /> �n �c—� r- ', . <br /> 32LHSP10 32 SP8 32L SP8 <br /> � <br /> � � <br /> ' �Ef��F�AL Nt�►T�� <br /> � <br /> � <br /> � 32LHSP10 32L SP8 32L �P8 K, � SWAY TRUSSES SPANNING 125'-C�" FROM <br /> � MT-TRUSS TO MT-TRUSS, TISWAY TRUSS <br /> � AT 5" BELOW BOTTOM OF QEGK{B_�_D_} <br /> X � FOR 5"JOIST SEATS_ <br /> � � � <br /> � C�1 C_L_ MAW TRUSS MT-TRUSS TQP CHQRQ AT 1'-2 1/2" <br /> � ��'-Q" I I I BELOW 80TT�M OF DECl�(B.O.D-) <br /> 32LHSP10 � 32L SP8 32L SP8 <br /> G? HEADER TfZUSS HT-H1 SPANNING 200'-Q"FROM <br /> GRID 1.20 TO GR1D 1.60 <br /> � <br /> 0 <br /> � � HEADER TRFJSS HT-H2 SPANNI�JG 200'-0" FROP�/I <br /> � � W'14X30 � I I � /"^`� GRID 320 T�GRID 3.60 <br /> � <br /> o : <br /> — � 1�1.�� " <br /> � � � � � V C5 ,�;:> W10x22 OUTftIGGER FOR DECK EDGE ANGLE SUPPOftT <br /> ,� � <br /> �� <br /> ' 32LHSP5 32LH P11 32LH P11 `� <br /> �J HSS6x3x1/4 VERTICAL ON FACE OF HEAQER TRUSS <br /> FGR DECI�EDGE ANGLE SIJPPORT <br /> � SEE STEEL l�OC]F DECK NOTES ON S2C F(aR R�c�F <br /> �, CONSTRUCTION. <br /> � <br /> cn � � � <br /> � ��i V����.J��I�1 Y �� ! �� <br /> � 32LHSP5 32LH P1'1 32LH P1'[ � <br /> � � <br /> �, � � I I I Q . <br /> , � { 2 <br /> � I <br /> f�FS150F3�-10 5404 <br /> I 32LHSP5 32LH P11 32LH P1'I <br /> � <br /> � <br /> � W 14X3Q c' 1 � 1 1 � �--, <br /> — � �— — — — — — — — — — — — — — — — — — — r/�.J Q <br /> � �' I I I <br /> � <br /> � 32LHSP5 32LH P11 32LH P�1 <br /> � � � � � ����� ��/�V V � �V� � <br /> � � � I � I N <br /> � � � � <br /> uy <br /> � � �i RFS3T- COMPc�SITE TOP CHORD RC�OF FRAMING PLAN <br /> tK <br /> � 32LHSP5 32LN P11 32LH P11 �, <br /> � � <br /> m <br /> RFS160T-10 5411 � � <br /> � � <br /> �' � �' <br /> o �- <br /> � � � ` . <br /> 32LHSP5 32LH P11 32LN P11 (n �� � � � n • <br /> a� i.a= � t Q�.� � a <br /> :;1;r"r�:�%�`�'� <br /> � j''''�14��;� -11 -12 -13 -14 <br /> � �, . , ;f.'.f, , � � � m � � � o � � �� <br /> — — — — — — — — — — — — — — — — — — � � -15 -�6 -17 -18 -'19 <br /> > W 14X3Q � � � � 1�.7 J <br /> `;' X <br /> � � � � �� � � � � � � � � s s � � �{�} <br /> � y I ,. <br /> RFS16�B-1d S4a6 � 32LH P1T 32LH P11 -20 -2'I -22 -23 -24 <br /> 32LHSP5 <br /> �_ �% - �� � � � � � � e � � � � � � �� <br /> -25 -26 -27 -28 -29 <br /> � (�,� _ � _ � � - - � � _ � _ � � : <br /> �_� � -� <br /> �' -30 -31 -32 -33 -�4 • <br /> � � � � (F� � � � � � m � � � � � � �{F} <br /> � <br /> � 32LHSP5 32LH P11 32L SP2 �, -35 -36 -37 -38 -39 <br /> � � � (c�� � � � � � � � � em � � � <br /> _ � � � ' <br /> -40 -4`� -42 -43 -44 <br /> c;' �g" � � � I I <br /> � � ri � � � � e � — � � <br /> � M3S1'10-12 5408 <br /> -45 -1k6 -47 -48 -49 <br /> 2 � � � � � � � _ � � � � _ � <br /> 32LHSP� 32LH P11 32L SP2 - <br /> -50 -51 -52 -53 -54 <br /> `= � �,� � �. � _ + _ _ + _ _ � _ �) <br /> 0 <br /> � �- <br /> � > sFRs �`' -55 -5B -57 -58 -59 I �� � <br /> — - — — — � s � � e � � �} � � <br /> MT-TRUSS � �--�/ � � <br /> � � � � � -60 =fi1 -62 �63 �64 � <br /> 1510-'15 5405 <br /> � � � � � ( � .t�G� - i_3. �I74 .7 � 0 1� �.-1� _� � . <br /> o a� a� �s� 2�� <br /> SCALE: 1/8°= T-0" <br /> - - STRUCTURAL ENGINEER-�F-RECOftD <br /> _ _ <br /> ��,Z Ii LE�3,y� <br /> ���e���,�F WnSh.�yT�'.�.� ^�".,��h�.�. . <br /> PA�TI�L F�C�C�� TC�P �H�I�D FF�M II�G PLAhI —� � �'� �� CMC CARY ENGIN��RiN� <br /> ' � � � � n , <br /> - �� � � P_Q_BOX 2525 <br /> •a �' � , � �r� GREEIdVILLE,SG 29602 <br /> SCALE: 1!8"= 1'-0' � s���aT <br /> `�•� �'�c�sr��p �``' PHONE:864-609-534Q <br /> __ __ _ _ _ _ _ ss -. . <br /> FAX:864-609-5344 <br /> ���} ��f' �f�t�t ������ �'���� ��7 � . � <br /> ���t��, ���������r� 9����" : ���� °��� <br /> ��'����,� �� CMCCE�'ROJECT#94-1061 a , <br /> SYM R�ltS10N BY APPROVED DATE SYM REVISION BY APPROVED DATE 1--,, DRAWN DATE SUBTITLE cuRRENT REVIsioN s�nnsoi oATE � <br /> �,PS N�N�\� A,CCEPTAB1LkTY aw� 10/09/14 PA�TIAL R�C�F T�P C�It�RQ FF�AMI�I� PLAN w2��s3�� �oio�i�� � <br /> THIS DESIGN AND/OR CNECKED <br /> \ RLP 1OIO9I14 sHE�T �` <br /> SPECfFICATIQN IS APPFtOVE� � '+ <br /> � ���S�L \ APPRC?VED BY DEPT. DATE Ai(RIfVEER 10(Q9t14 TITLE �oeing �77X CWC BUILDING J�/'� � � <br /> � tao.zaztx-�aJaz7 GNECKED �� � ( 31 /�� � � 'C � <br /> m ? �������� 1���� �o�� � �e���� � � �i1R . <br /> �'.�f � APRROVED .IOB NO. COfviP NO. q <br /> �o-��-�Fs�sa�-�Q � <br /> \��r� p U N`�¢y�P� APPROVED DWG N4. � <br /> STRUCTURAL NIASTER EVERE-fT,WA 40-��-RFS16�T-1Q <br />