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'rJ' �'J � .�7� � <�'j�J '� .7() HT-)CX HEADER TRUSS DESIGNATION {SEE 5320) ' <br /> � � � <br /> 25'-0° 25'-0" 25'-0" 25'-0" 25'-0° 25'-a° ��'-p° ST-XX SWAY TRUSS DES IGNATION (SEE S322-5329} <br /> MT-TRUSS MAIN TRUSS DESI�l�ATIC7N (SEE 5320&5321} <br /> (+!-XXk� LRFD FAGTORED AXIAL LOAD FOR CONNECTI�N DESIGN <br /> I � I I I I I ( � {PQS =TENSION, NEG=COMPRESSl01V) <br /> M35110-12 5408 2 � <br /> � - MT-TRUSS �F�� V=XXk LRF� FAGTC7RED SHEAR LOAD FOR CONNECTICaN DESIGN <br /> — — — — T— — — — — --� — — — — — — — — — — � — — — — — �r- — — �+ xLHSRx SPECIAL JQfST DESIG�lAT10N �. <br /> `= � (SEE S4Q2 &5403 FOR LOA�ING PROFIL�S) ' <br /> N <br /> �1 S10-15 S405 32L SP2 32L SP2 32L SP2 32LHSP3 Dauble Pifehed <br /> � <br /> � � � <br /> `� � N L NC�TE� <br /> 0 <br /> 32L�ISP2 �2LF�SP2 32LF�SP2 32LHSR3 Doubie Pitched � �` SWAY TRUSSES SPANNING 125'-0" FROM <br /> -' MT-TRUSS TO MT-TRUSS, T/SWAY TRUSS <br /> j � `�' AT 5" BELC)W BOTTOM OF DECK(B-Q-D-) " <br /> F�R 5'J(71ST SEATS_ � <br /> "' �� �� G.L. MAIN TRUSS MT-TRUSS TC?P CHQRD AT 1'-2 1/2" � � <br /> � � �� � � BELOW BOTTOM OF DECff(B.(J�_D.) � <br /> 32L SP2 32L SP2 32L SP2 3�LHSP3 Qaub(e Pitched <br /> �� HEADER TRUSS HT-N1 SPANNING 200`-0"FROM <br /> GRIC? 120 TO GRID �.60 <br /> I I I � HEADER TRUSS HT-H2 SPANNING 20�'-0"FRdM <br /> �--�,� GRID 3.2(l T�GR(D 3_6fl <br /> — — � _ _ _ _ _ � — — — — — — — — — — — — — — — _ _ � � _ �.25 <br /> � � <br /> 0 <br /> � <br /> \ W10x22 OUTRIGGER FOR DECK EDGE ANGLE SUPPC�RT <br /> � � <br /> 32LI�SP2 32Li-�SP2 32L�ISF'2 32LH�P3 aouble Pitched �� HSS6x3x1l4 VERTICAL ON FACE OF HEAQER TRUSS � � <br /> FOR DECFC EDGE ANGLE SUPP(�RT <br /> C} SEE STEEL ROC�F DECK NC?TES ON S2C FOR ROf�F <br /> _ CONSTRUGTION. <br /> � <br /> � � � � <br /> 32L SP2 32L SP2 32L SR2 32LHSP3DoublePitched - R,,�C3�I�TRIJCTI��! h1�TE� <br /> m <br /> M <br /> � � � X`—�_, <br /> � <br /> 0 <br /> 32L SP2 32L �PZ 32L SP2 32LHSP3 Double Pitched <br /> - f� <br /> � <br /> — — — — — — — — — — — — — — — � C.50 <br /> o I _ _ _ � _ _ _ i — — — — — — � <br /> �� <br /> �21 SP2 32L SP2 32� SP2 32LFESP3 Double Pitched <br /> � � F � N�E L��AWIN�S <br /> � � � . <br /> � <br /> �. <br /> o � RFS16QB-1Q S4f34 � � cs� � <br /> � I c~i� � �' RFS3T- COMPOSITE T�P CHORD ROOF FRAMING PLAN <br /> v� � <br /> 32L SP2 32L SP2 32L SP2 32LNSP3 Qouble Pit�hed � <br /> � <br /> m <br /> � � C C� ,� �� �� � � '° � `� A <br /> � i i I �-� . <br /> -10 -11 -12 -93 -14 <br /> 32L 5P2 32L SP2 32L SP2 32�HSP3 Double Pitched <br /> ��,}� � � � � � s — � - - � — �� ; <br /> -15 -96 -17 -1$ -19 <br /> I I I �� �}� e ,�;,. f j�, o � � � � � � �� ' <br /> � .� <br /> — — — — — — — — — — — — — — — — — — — v — � � � � — — — — C.7� -20 /�/;-21:'`�,,/�' =22 =23 =24 <br /> � <br /> � ` � ,������`'�� 4 .. <br /> o �� 1 � � <br /> 32L SP2 32L SR2 32L SP2 32LHSP3 Double Pitched -25 -26 -27 -28 -29 <br /> (�� � � � � � - - � - - � - - —���) <br /> I <br /> -30 -31 -32 -33 -34 <br /> � Ft� � � � � � �. � � e o � � ��� . <br /> o I I I � <br /> -35 -36 -37 -38 -39 <br /> �� <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Double Pitched : �� — � � � � a � � � � � , <br /> "' -40 -41 -42 -43 -44 <br /> "' (,� _ + m _ + � � + _ � � � �, <br /> � �� <br /> � � � ( -45 -46 -47 -48 -49 ' \l <br /> p IV1��7� 1�V-�2 S'-t�S �J)� o � � � o � � � � ,�� . <br /> _,.I v <br /> -50 -�1 -52 -53 -54 <br /> 32L SP2 32LHSP2 32�HSP2 32LHSP3 Doubie Pitched �` — � � — � — — t — — � — —1-�x> <br /> I I <br /> � 2 �,� -55 -56 -57 -58 -59 <br /> �' MT-TRUSS SFRS �` —t(�) <br /> � � � <br /> � � � � -60 �61 �52 -63 �64 � . <br /> — — — — — — — — — — — — — — �--r� — --�- — — — — �r � � <br /> ,� ,� � � e � � , <br /> 7{N 1" 1_3, t.l t.l Q -1. 't� . . . <br /> 1S10-15 S405 <br /> �1 <br /> 0 4' $' 16' 24' <br /> � � � <br /> SGALE: 7/8°= 1'-�" <br /> ���,�H�E$��� STRUCTURA,L ENGINEER-QF-REC�ftD <br /> /".�f��.�.�.. <br /> ���,�e���+,����,����.��{� � � GM� �ARY ENG(hIEE��NG <br /> 1— r°l���l'►� 11lJVi ��r VI 1�.l�V 1 11/"\#Y[�1V� r �/"\IV �L t x . P_Q.BOX2525 <br /> � <br /> ��: s���� ,� , � �� GREENV4LLE,SC 29602 . . <br /> °�* �'bclsr��,o ��`` . P1-I�NE_86�-609-5340 . <br /> SCALE_ 1l8" = 1'-0" _ __ _ `��'s <br /> FAX:864-609-5344 <br /> �fl�}'SV� ���h ��re�� �t���� �+�7 �...�' : <br /> ���t��,: '����i��t�� �����' ��t� #���: - <br /> ��"`���'�t�'��� CMCCE PROJECT#14-1061 � <br /> DRAWN DATE St18TITLE CURRERlT REVISION SYMBOL DATE � <br /> SYM REVISION BY APPR4VED DATE SYM REVt510N BY APPR4VED DATE �"'� r <br /> ���r�G r � ACC�PTA�IL(TY pWD 10I09/14 � <br /> �;>%---�-,-��b THlSaE51GNAND/OR �����E� PARTIAL RC�QF TQP CHOR� FRAMI�IG PLAN W25483�7 10/09114 �; <br /> SPECIFIGATf�N IS APPROVE� RLP 10/09/14 �H�� � . <br /> � St�tFt�i+��ts�E� EP[GINEER TITLE 8oeing 7�7X CWG �UILDING o <br /> . t=�'�Y.��. ARPROVEQBY DEPT. DATE AKR 1O1Q9/14 � ����� � � <br /> No zazan-oao�t27 CNECKED <br /> � BI�ILDING 4�-58 T <br /> ��'� q APPROVED ,106 NO. COMP NO. o <br /> �.�,`�-__ tiP�` A rover 4D-5$aRFS160T-�1 a . <br /> \r�` OF A�TN�� APPROVED STREJCTURAL MASTER EVERETT,WA DWG NO. drO-�J$-R�S��OT-��I <br />