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MAW TRUSS MT-TRUSS TQP CHQRD AT 1'-2 1/2" <br /> 32L SP2 32LHSP3 Double Pi#ched 32L SP2 32L SP2 BELOW 80TTOM OF DECK(B.�.D.} <br /> , ' <br /> I � HEADER TRUSS HT-H1 SPA�1hJING 2Q0-0"FROM ` <br /> I I I � GRIQ 1.20 TO GR1D 1.60 <br /> , <br /> ���� <br /> � — — — — — — — � — — — — — — — — — — — — — — — — — — — — �"��J '--J GRI�D 32 TO GRI�T3 QSPANNING 2�0'-0" FROM <br /> o ` <br /> 32L SP2 32LHSf'3 Double Pi#ched 32�F�SP2 32L SP2 � W1Dx22�UTRIGGER FOR DECK ED�E ANGLE SUPPC7RT <br /> 6 ! HSS6x3x1/4 VERTICAL ON FACE OF HEADER TRtJSS <br /> FOR DECK EDGE ANGLE SUPPORT <br /> "' [7 � SEE STEEL ROOF DECK NOTES ON S2C F�R ROQF <br /> � � I I CONSTRUCTIC7N. <br /> � _ 32L SP2 32�HSP3 Double Pitched 32L SPZ 32L SP2 �.r, , <br /> � /''� /'� /'� <br /> - _ M � ir/ �id��� V���[ � � V��� . <br /> I I I <br /> � <br /> � � '� � � <br /> O {-" � � � �� . <br /> � � � � <br /> ' 32LHSP2 32LHSP3 Doubie Pitched 32! SP2 32L �P2 <br /> /T'� <br /> 'n — — — — — — — — — — — — — — — — — — � � — — — — — — �- — — �.�J� . <br /> 4 � � � � <br /> 32L SP2 32LHSP3 Double Pitched 32L SP2 32L SP2 <br /> � � � �/�� [�� <br /> "' ������1 VL.J� ��/�►V V �! V�� <br /> 0 <br /> ' 32LHSP2 32LHSP3 Double Pitched 32L SP2 32L SP2 t,, RFS3T-COMPQSITE TOP CHORD RQOF FRAMING PLAN <br /> m <br /> _ 2 , <br /> � <br /> � I RFS16�B-10 S4�4 � � <br /> i <br /> 32L SP2 32LHSP3 Double Pitched 32L SP2 32L SP2 �" �� ��� � ! � � � f � A <br /> - -10 -11 -12 -13 -14 <br /> I I �� � � � e � - - � - - � — —1-�� <br /> I ,�`� <br /> -15 -16 -17 -18 � -19 <br /> `r' — — — — — — — — — — — — -- — — — — — — — — — — — — — — — �E.7�J e <br /> o , � — —� — — --�— — — —�- — — —�— — —I-� <br /> -20 -21 -22 -23 -24 <br /> 32L SP2 . <br /> itc <br /> 32LHSP� <br /> H , <br /> 32L S 2 32LHSP3 Doubie P hed <br /> H P � <br /> � � � � � �. � o <br /> — �°} �'°' `� � <br /> � 1 � � 1 � . <br /> -25 -26 -27 -28 -29 <br /> , F <br /> � �� o � � � � � s ,��,,�'f; '�.�,; � <br /> �{ <br /> _ i`..�' . <br /> -30 39 -32 ,//` -331,/f -34 <br /> - � . / <br /> o fl / <br /> � <br /> 'f <br /> `12 t�,�i >l,��. �- <br /> I I I F � � s ..� � � � � <br /> � � <br /> � � <br /> � <br /> 32L 5P2 32LHSP3 Dauble Pitched 32� SP2 32L SP2 �, -35 -36 -37 -38 -39 <br /> � <br /> - � � � � � _ � s _ � <br /> � <br /> � � � � � � � ,. <br /> I I I -4Q �41 =42 =43 =44 <br /> `�' 3 �` I � � � � t{ <br /> � M3S110-12 S408 - ' -45 -46 -47 -48 -49 <br /> �� (}� — � s — � - - } - - � — -�.-(� , <br /> 32LHSP2 32LHSP3 Double Pifched 32L SP2 32L SP2 1 I I <br /> _ �`"''�. -50 -51 -52 -53 �54 <br /> N `^l � � � � � � � � (`� � .. <br /> `;` MT-TRUSS SFRS 1510-13 5405�-� _�� _56 -57 -58 -59 <br /> � L� �LJ <br /> �— — — — — — — — — — �' �' ` — — — — — — — � . <br /> — — — � � � — I _ . <br /> � 2 �`-. � � � -60 '61 -62 =63 .=�4 � . <br /> � t`�.3� t.3� tl] LI .D (3.� -'t - �1. . <br /> 0 4' 8' 16' 24` ` <br /> �� <br /> � � . <br /> SCALE: 1/a"= 1'-0" <br /> STRUCTURAL ENGlNEER-OF-RECOR� <br /> ��7EtLE��,R .. <br /> �������`W��`�,�•��}�'��. �,�,��;�� CMC CARY �NGINEERING <br /> PARTIA� Ra�F TC�P CH�I�D FR��fII NG PLA�1 -33 � p ° ° <br /> � � � ��� � x � � �� <br /> � P_0.BOX 2525 , <br /> � � -��,�t GREENVILLE,SC 29602 <br /> SCALE_ 1/8"= 1'-0" � ��v �'s�s�x o �`"� � P N O N E:8 6 4-6 0 9-5 3 4 Q <br /> � �. . �C!¢T3Rb . .-., <br /> . :: <br /> s� _ � `"� FAX:864-609-5344 <br /> � _ .. <br /> � � <br /> . : , <br /> R���c��, VVash�����n ��0�7 ���� �t� <br /> �kk��I��'���i�° CMGCE PROJECT#14-1061 � , <br /> DRAWN DATE SUBTITLE CURRENT REVISI4N SYMBOL DATE � <br /> SYM REVISION �Y APPROVED I DATE SYM REVfSiON BY APPROVED DATE i\P�H E H�ro� ACCEPTAB1LlTY DWD ���09��� PARTIAL RtJUF T�P CHQRD FRA�IING PLAN W2548317 �IO/O9I�� M <br /> �� THtS DESIGN ANDloR cHECK�� � . <br /> �` SPECIFICATl4N IS RPPROVED RLP 1OJO�Jl14 ��E�T .� � <br /> � S�.o�,v�S,EE� ENGINEEft TITLE Boeirtg 777X CWC BUILDING � <br /> �+�.�� APPROVEQ BY DEPT. DATE AKR 10109t34 �� � ������ � <br /> � ���.�pp��y CHECKED <br /> � �UILa�N� 4�-58 C ` <br /> m�'.. � APFROVED <br /> �oB rto. eor��tvo. a <br /> ��rE OF AUZN������~' APPROVED ow�NQ. 40-58-RFS160T-33 � <br /> STRUCTURAL MAS�'�R EVERET�",WA 4l-5i RFS1G�T�33 <br />