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,�-�-- L EG E N D . <br /> � .00 1 .05 1 .14 1 .15 1 .2D 1 .25 1 .3Q � <br /> �. <br /> \ HT-XX HEADER TRUSS DE5IGNATION (SEE S32Q) <br /> 25'-0° 25`-f�" 25'-0° 25'-0° 25'-0" 25'-0" ST-XX S1NAY TRUSS DESIGNATION (SEE S322-S329) <br /> I I � ( I I I I MT-TRUSS MAIN TRUSS DESIGNATlON (SEE S320&S321} � <br /> M3S1 i0-12 54�8 (t/-XXk} LRFD FACTORED AXIAL LOAD FflR CflNNE�T{�N DESlGN � <br /> .,` <br /> (POS =TENS[ON, NEG= COMPRESSION) <br /> MT-TRUSS . <br /> \ <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _ _ _ _ H V=XXk LRFQ FAGTORED SHEAR LOAD FOR CONNECTION DESIGN : • <br /> � • <br /> 1 S 10-15 S405 I I , I � I � <br /> � <br /> � � � � � � � � GEN�RAL NC)TES <br /> W36 194 <br /> � <br /> -T- --r------------- . <br /> V-11�k �1 / TISTEE�1fi6`-2" Z fx V-11Qk `» 1 CENTERLINE TRUSS BQTTQM CHCJRC} . <br /> ��'��,/ � � I ��"�s� & BRACING ELEV 164'-0"UNQ ' <br /> � � } � ' � 33'-4° � 1 <br /> ��'� �, �` HEADER TRUSS SPpNNING 200'-0"FROM <br /> I GRID 120 TQ GRID 1.60 <br /> �'� ♦� � <br /> ���,�f �, ��t� � HEADER TRUSS SPANNING 200'-Q"FRUM - <br /> I I � I � ������%�' I �S��`�'f"Q� GRID 320 TO GRID 3.60 <br /> ti � � I � <br /> /��y� ��b'l,.i�. �4� MECHA(�11GAL PLATFORM (SEE M3S3&M3S1'fQ SERIES) <br /> W14X61 HSS14X14 5/16 � ,c���' '�', ti ,�-`\ <br /> -T/SLAB ELEV 166'-�" <br /> - - - - - - - T== = = = _ - - - - - - - - - - - - - H.2�} � <br /> � � � � <br /> I (+/-$Ok} �+/-6dk) � � �♦ � f,, <br /> � � <br /> �,� �T ��,���� . <br /> �`�+ �� �� , <br /> ��`� �, <br /> I I � I � r�s � ��s I �-}- f;- � � I � <br /> ' fX' �� ''� CC�NSTRUCTI�N NOTES <br /> T � � � i �� <br /> h'S ��l,� �i��5��` <br /> S �, � r <br /> T� �� s2- � W36 194 � _ �X`'~� <br /> ( I ! r"`:�5� ��i�s ----------------------- ---- - ----__-_ m i,- � <br /> I J 1 V=110k T/STEEL 166'-2" V=110k I <br /> I I � I � I � � <br /> W 14X61 HSS 14X14X5/'t 6 HSS14X14X5/16 NSS14X14X5/16 I �� <br /> — — — — — — — — — — — — — — — — — — — — — — — — H.50� <br /> (+(-80k) (+I-60k} (+/-60k) (+t-150k) I �--� � <br /> � �j ! <br /> RFS'16�B-'f0 5406 RFS160B-1C} 5411 � <br /> �`_---� I I �_ � I � I � . <br /> REFERE(�CE DRRWiI�GS � � <br /> � � 6 � ` I � <br /> I � � �" � ��6��"�,, � I W36�C194 �I _ RFS3B-COMPOSITE BOTTOM CHORD ROdF FfiAMING PLAN . <br /> RFS160B-10 5404 �r�'�� "' <br /> ------------------------------------------ ' <br /> I � 1��� V-110k , r� T/STEELI166'-2" �\ V-110k � <br /> ���. ,�h j� ti�r'x,, � <br /> I I � I ( L f� I �.�5�� � <br /> � � <br /> � � <br /> . � � � 3 �7� 17 .t �A <br /> . � ��-��`/�� �,s\\�'Q�Q A A � <br /> I I I �ii ,�6 I ��ti,v' -10 -11 -12 -13 -14 . <br /> �� v� (� � (g�-1 - — � — — � — — � — — � — �J � ' <br /> W14X61 HSS14X14 5/16 /���G'�~ s��'�'� �� � -15 -�6 -17 -1� -1J <br /> — — — — — — — � =_ _ _ = _ — — — — — — — — — — — — — H.75� _ <br /> l+i-sa�a �+i-sQk� `� rx ,� �� � — � — — � — — � — — � — —� <br /> I I + I + ��''�s I ,� � � -�a I -2� -22 -Zs -2a � <br /> ��`� � ��- — + - - � - - � - - � - - � � <br /> h��,� <br /> � \, �� � -25 � -26 -27 -28 -29 <br /> \ /� � � I � �� <br /> �� � �� �%c�� (}F- - -}- - - � - - � - - � - - -�{E� <br /> I I � I � <br /> 'sT��'�.� � �.��`f%� � -3Q � -31 -32 -33 -34 � <br /> �fi� �\� � f���� _ � <br /> '6�': `� �' �\ ` I � - - � - - � - - � — � � <br /> .� V1136 194 <br /> � -35 -36 -37 -3� -39 . <br /> ----------------------------------- ' C�- — -}- — — � — — + — — � — �{�� <br /> � � ` � f V=110k TfSTEEL�166'-2° V-130k I � � -40 f -41 -42 I -43 -44 � � <br /> , f� . l�, �fFJ� - - � - - � - - } — �� <br /> 3 'f•`.r45 �' ��' -46 -47 -4$ � -49 � <br /> � ,_; � � � <br /> � � M3S110-12 54a8 � � � � �I � ,�,•' ` .,.�' — — � — — � — — � — -1��� � <br /> � � <br /> , -50 -51 -52 -53 -54 <br /> , KCJ�-- — � — — � — — T — — � — �(K� <br /> MT-TRUSS <br /> I I I <br /> _ _ -55 -56 -57 -58 -59 <br /> — — — — _ _ — _ - — — — — — — — — — — — — — — — — = � �"I I `� � ,. <br /> 1 � -60 =61 =62 =63 =64 � <br /> 1510-15 S405 — <br /> " 1.3 .7 .� .Q .1 .d. (i5( - � . <br /> 0 4' 8' 4 6' 24" <br /> � <br /> SCALE: 1/8"= 1'-0" <br /> r��,���E���� STRUCTURAL ENGINEER-OF-RECORD " <br /> ��'���°�'"A$�,"��"° ��,����► CMC CARY ENGINEERING <br /> PARTIAL Rt�t�F BQTT��I CHC�RD FRAN�iNG PLA�1 -45 _ � P; � �� r4 : �,���,�� <br /> P.O_BOX 2525 � ' <br /> 1 ,� ����� ��� GREENVILLE,SC 29602 � <br /> SCALE: 1/$"= 1'-0„ ,� � <br /> �Q��s�6ssT� ��, ��� PHONE_864-609-5340 <br /> �1�ra� <br /> _ _ � FAX:864-609-5344 <br /> ��t�`�1N ���h ��r��� S��t� 3t�7` . <br /> l��n���, V���h�r����n �����' �;��� ��� <br /> �����'�'�'�i�' CMCCE PROJECT#14-1061 a �� <br /> E ACGEPTAB1LlTY ��WIV DATE SUBTITLE CURRENT REVISION SYMBQL DATE u': <br /> SYM REVISION BY APPROVED DATE SYM REVlS10N BY APPR4VED DAFE r' <br /> �,Ps""�.r°��,\ °W° '°'°�'14 PARTiAL F�Ol7F BO�i—fOM CHURD FRAMING PLAN W2548317 10/4�/94 � � <br /> '� � THIS DESIGN AN[}/OR CHECKE� <br /> SPECIFlCRT[ON IS RPPFtOVE� KLP 10/09/14 SHEET � <br /> � SM�oWENSTEEI ENGWEER TITLE Boeing 777X CWC SUILDING /'� /'' � ' <br /> ��r,�� APPRQVEQ BY �EPT. DATE AKR 1Q109114 �� � (,� � �{,� � <br /> rx�.z�zo�t-0uosiz7 CFtECKED � [ )� _ l � . . <br /> � BUILDIN� 40-�8 ,��� ,r `j T <br /> "`�'�,,�c ���Q A�PFR�O�ED �oB rvo. coMP No.40-58-RFS160B-45 a ' <br /> �r�` OF AU�HQ� APPROVED STREJCTURAL MASTER EVERETT,WA °V''�"°� 40-58-RFS160B-45 . <br />