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_ <br /> - LEGEND <br /> 3.10 3.15 3.2D 3 25 3.30 3.35 3.40 3.45 <br /> � �, <br /> HT-XX HEADER TRUSS DESlGNATION (SEE 5320) <br /> 25'-0" 25'-a° 25'-0" �5'-0" 25'-0° 25'-0° 25'-0" ST-XX SWAY TRUS�DESIGNATION (SEE S322-5329) <br /> I I I I I I I I MT-TRUSS MAIN TRUSS DESIGNATlON (SEE S320& S321) , <br /> � <br /> � 2 (+1-KXk} LRFD FACT4RED AXIAL LOAD FOR CQNNECTIC,IN DESIGN <br /> MT-TRUSS M3S11t}-12 S408 1S10-13 S405 {POS =TENS{ON, NEG=COMPRESSION) <br /> � <br /> — — — — — — — — — — — — — � V=XXk LRFCI FACTORED SHEAR LOAD FOR CQNNECTION DESIGN <br /> � � � � � I � I . <br /> , � �3��,� , , � GEf�ERAL NC�TES <br /> ______ _�___ _ _____ __ <br /> V=110k �� � TJSTEEL 166'-2" � V=110k � <br /> '���,�' I I �1 1 CENTERLINE TRI�SS B(�TTOM CHORD <br /> 16'-8° �l' � �/"Xfr & BRAGING ELEV 164'-0"UNO <br /> � � f/ I ���� I I I � 2 HEADER TRUSS SPANNING 200'-0"FRQM <br /> � � <br /> � � GRID '120 TO GRI� 1.60 <br /> R�l�f�� �,��r <br /> �� �q, ��`����sr�, �� HEADER TRUSS SPANNI�IG 200'-Q" FROM <br /> � r t`"� I �`�� � I I GRI�3.20 TQ GRlD 3.6Q <br /> 1 �ti' 6`�, ti <br /> � �\� `�' � � MECHANICAL PLATFQRM (SEE M3S3& M3S110 SERIES) � <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — J.�rJ -T/SLAB ELEV '[66'-0« <br /> � r <br /> ��fX� �� <br /> I I I `.���'J I ���.� t,�' I I i I <br /> E ��� �/�� <br /> { �� � �,� ,,�;r�;y <br /> I ► `�f`s'�`�,'��"� I ^�°`�`''��,`.� � <br /> ���,�,� �,�`���� � ��NSTRU�TIC�N NC�TES . <br /> � � . , . <br /> , �. ��� ��� <br /> -------------------------------------- = <br /> ---- � � . <br /> �l-11�k T/STEEL 16fi`-2" V=11t7k `� <br /> I I � � <br /> � I I � I I � I I � I I <br /> � � � <br /> HSS14 14K5/16 HSS14 14X5/16 HSS14 14K5/16 HSS14 14X5116 <br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — ------- - — — �J.50 . <br /> (+/-150k) (+/-150k} (+1-150k} . (+/-150k) `- <br /> 6 ' <br /> RFS160B-10 S4fi 1 <br /> . <br /> � � � � � � � ( <br /> REFERENCE QRAWIN�S <br /> 1N36 194 � ` <br /> � � `'' RFS3B-COMPOSITE BOTTOM CHORD ROOF FRAMING PLAN <br /> ------------------------------------------ RFS160B-1Q �404 <br /> ' '�-�/ m <br /> • V=11�k � T/STEEL 166'-2" � V=110k ' <br /> f� I �\ � <br /> � I � �t�`�'�`�f f� I ,\���`-'F-,� � I � I ' <br /> � i � � <br /> � � <br /> ,��,�� ,' �'g tx� t. � � � �7 0 , �4 r� <br /> \l � ti��{L �`���t j`�'1 a � <br /> /� ��' �l �� -'IO -11 -12 -13 -14 <br /> I 1 ���' I '��, �. I I <br /> — — — — — — — — — � �l — — — — �, � — — — — — — C�— — � - - � - - � - - � — �j <br /> — — — — — — — J.75 � -15 -16 -17 -18 -99 <br /> � ! �. <br /> `�r�� �� C�— — � - - � - - � - - � — �� � . <br /> I I 1 `���� I ,��,��r{` I I I � � -20 -21 -22 -23 -24 <br /> ��\ L(,� COI— - -� - - —I- - - + - - -I- - � <br /> � /,fti -25 -26 -27 -28 -29 <br /> t'� � �`� fti�� �E)f— — � - - � - - � - - � - - �� <br /> i�,T��;�� ������, ' <br /> I � �"� I �/��s�y� I � -30 -31 -32 -33 -34 <br /> i <br /> ���'��'` W36194 �! � �F� — � - - � - - � - - � — �� - <br /> � I <br /> ------------------------------------------ � <br /> -35 -36 -37 -38 -39 <br /> V=19ak T15TEEL 166'-2" V=11t}k FOR CATWALK SEE SERIES "�' � _ � � _ � _ � � <br /> ` � i � I CWS110 dRAW(NGS � 3 ` ( <br /> -40 -41 -42 -43 -44 <br /> �M3Sfi10-12 S4�8 �-,L — � - - � - - � - - � — �t�) <br /> r � <br /> -45 -46 -47 -48 -49 <br /> - - � - - - - - - - - - - -� -- - - - - - E - - - -- - - - - - --1 - __ - - - - E - - - - --- - - - - -- - -i - - - - - - - - - E - - - - - - - -- - - - -1 - - - - - - - - - � - -+- - - + - - , � <br /> � , , , �-° <br /> _ _ � `f������� yf <br /> MT-TRUSS � -50 =51 =52 F j'�,-�F-53 j���`:. =54 <br /> � � 151413 S405 (�� � � �(� <br /> — — — — — — �— = — — — — — — — — — �` f� � <br /> — — — — — — — — — — K -55 -56 -57 -58 -59 <br /> , —--���— -- — � (� � <br /> � � <br /> L -6� -6, =62 =63 -64 � <br /> 1.r0(� ' 13_ .7 .7 �0 -i -J - � . <br /> 0 4' 8' 16' 24` <br /> SCALE: 1/8"= 1'-0" ' <br /> - - - - - STRUCTURAL ENGINEER-OF-RECORD <br /> ���THLE$�,��� <br /> PARTIAL RO�F BC�TT�?1�11 �HCJRC) FRA�1/I1N� PLAN —53 c°��t$°�.WAs�'"���n ���i��� CMC CARY ENGINEERING <br /> � � ���I�� P_o.aax 252� <br /> SCALE: 1/8" =1'-0" � �' � ����� GREENVlLLE,SC 29602 <br /> A Se9568� <br /> a�s���'�T�° �� �"i��° PHONE:864-609-5340 <br /> _ ._ . s �' -` _ FAX:864-609-5344 <br /> �t�Q �W '1 bth S�r�et Su�t+� 3�!7 <br /> ���tt�i�, W��h�r��tvn ��0�� ��r� ��f <br /> ��'`����I�`�,�d GMCCE PROJECT#14-1afi1 � <br /> DRAW N UATE SUBTITLE Cl1RRE(VT f2EVIS10N SYMBQL DATE � <br /> SYM REV�SION BY APPROVED DATE SYM ftEVtSiON BY AE'PROVED oArE �,�,H�r ACCEPTABILITY I�IND �a/Q�I�4 PARTIAL ROOF BQTTQM CHQRD FRAMING PLAN <br /> �P �� THfS DESIGN AND/OR cHEc+��[� �2�J48�'�a 10/09114 M <br /> SPEC[FICATIQf�18 APPRC}VED RLP 1�/09f14 sH��r �'` <br /> � S���S,�E� Er,��r,E�R TITLE Boeing 777X�WG BUILDING /''� � <br /> ����� APPftQVED BY DEPT. DATE AKR 10/09t14 Q /� � <br /> No.za2ai�izr CHECKED !� �� � V�� �� c <br /> � BUILQI(�G 4Q-58 ' • �, � � <br /> �`�� �Ko AP�ao j�o �oe r�o. cor�P r,o.40-5�-RFS16US-53 0 ;: <br /> �'Ar e��ti �w�t�a_ <br /> �OF AU�N� APPROVED <br /> STRUCTl1RAE.MASiER EVEREI�f,WA 40-58-RFS1fi0B-53 <br />