|
_ 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 />
|