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LE� N� <br /> � � . <br /> �i .35 1 .4Q � .45 1 .50 1 .55 'I .6a � .�5 1 .70 . <br /> ` ` HT-XX HEADER TRUSS DESIGNATIC�N (SEE 5324) <br /> ��__ 25`-0" R� 25'-0" 25'-4" 25`-�" 25'-�" �T� 25`-0" �� �5'-p° 6 i ST-XX SWAY TRUSS DES IG�JATION (SEE 5322-S329) <br /> 3 MT-TRUSS MAIN TRUSS �ESIGNATl�N (SEE S320& S321} <br /> M3S110-12 5408 MT-TRUSS � (+/-XXk) LRFD FACT(JREQ AXIAL LOAD FC�R GONNECTION QESiGN <br /> — — — — — — — m � — — — — — — — — — — — — � — �- � - ` — —� — K (POS =TENS#C�IV, NEG=CQMPRESS9C7N) <br /> V=XXk LRF� FACTORE�SHEAR LOAD F�R CONNECTION QESIGN <br /> 1 <br /> 1 S10-15 S405 ' � <br /> � � � � � � � � � <br /> � <br /> I � I � W36,�C194 T(STEEL 166'-2" <br /> -- ------ ---+-- ---=t-- — --- -- ------�� � ' � G �l L �1C}TES <br /> v=��a� ��,���s � �� v=T�o� <br /> , , <br /> �/�/ 3� � \� �\�S'� — 1 CENTERLWE TRl1SS BOTTOM CHORC7 <br /> I I �� ( �� I & BRACING ELEV 164-fl uNo . <br /> i *. <br /> GIi �� HEADER TRUSS SPANNING 200'-0"FR�M <br /> �,�D�j����;j, >'i�,T t``t�Q� GRI� 120 TO GR1D 1.60 ' <br /> � � � ` <br /> � � �� � 3 NEADER TRUSS SPANNING 200'-0" FROM <br /> � I � I � �`�� � �'6; � I � I C� <br /> HSS14X14X5/16 HSS14X14X5/16 r' \ HSS14X�4X5/16 ,�, � HSS14X14X5l16 HSS14X14X5/16 /��` GRI�3.2fl TO GRID 3.6Q <br /> . � — — � o �� � �= � � � �= — _-� — � -- — — - - �� — ;� — — — r-� — - - — —_ — — � — `= —�� � o � — o � � � � s �� � —m 'K.25 <br /> — = — _ _ _ � _ - - -=�- - - - - - - � � � .� � � � � � �. _ _ _ _ _ _ _ <br /> (+/-60k) (+l-60k) �� jX (+!-60k} i� (+/-60k) � (+!-60k) �----- �� MECNANICAL PLATFORM (SEE M3S3& M3S1'�0 SERIES) <br /> � �; , � -T/SLAB ELEV 166'-0" <br /> � � �s� �i J <br /> I I RFS160B-1D s4�� � � �•`��� f I J <br /> ��� `i�/ i <br /> \� � D�`� '�c�`�'� I <br /> I I I I T���F� `�;�� I �',�i'���y I I I � <br /> �'�'�':\ ' �! ������u����� ��T��► <br /> ��, � W36 194 � T/STEEL 166'-2" _ <br /> M <br /> � <br /> V=110k V=11ak <br /> I I I I � <br /> � <br /> i I� I I I I I I <br /> � . <br /> � <br /> — — — — — — — — — — — — — — — — — — — — -- -� — — — — — '1�.5� <br /> I I I I ` <br /> m �y ro <br /> 0 � � Q <br /> c�"n � �.`_ c� <br /> � � � � � � � � � <br /> � <br /> H�14 X /8 HSS14X14X5/8 W36X232 T/STEEL 166'-2" HSS14X14X518 HSS14X14X1l2 ��������� ���� ��� <br /> RFS1�08-1��'S404 r`�" ----- ------- ---------------- ------� _e�o �@��.���,� ��-_..—� - - � . <br /> � (+/- p�) I (+/-48Qk) �_��p}� f�+ {+/-380k) �� V=190k � (+/-230k} � (+/-240k) � RFS3B -COMPUSITE B�TTOM CHOR� ROOF FRAMING PLAN <br /> �``��`� / �, < /x� � <br /> �\ ��'ti /s� ~� �'�'� i <br /> r�f�,�o F ♦ � <br /> I i I f r�`�`'' I `'s,\�� � I � <br /> o�`� '����� s�� \ � <br /> ��� �s��� ����� �`��s ��� `��-f-�� I �n � ��� � � a. , , � a <br /> �� f ��� � ja � � � � <br /> I �`!.�-� ! ��'�"� � ti`ti} � ♦�/ ���' � �L�~ry ��� ���'� � `��� I� ���� ,�� -10 -11 -42 -13 -14 <br /> o — — h`�� — — F� d — — � — — -��- � — — — � — — — — — �} — — � — � � s — — — � — <br /> �,`� � �� ,� �� � ^ � 'K.75� �'� � � � � <br /> � o � -� � � � � � <br /> x\ t'p ,�'. `b � •�O `�. � �i c? � 0�' � cP ---� -15 -16 -17 -18 -19 <br /> \ y� �. � �;� ti�\x��� � ��� �,`j ��o �`� '�'� x�`� ``��'�� � � � � � — � � � e <br /> s 1 �� ��� � �\ � � � � � � � <br /> �� , ( ` I ( �t I x\h /� � I I -20 -21 -22 -23 -24 <br /> f� � � i <br /> �� ��� � �� i� I — � � � � � � � _ � <br /> '�� �� �j���`j ..�D��,����0 -25 -26 -2T -28 -29 <br /> � � <br /> I � I � sT�< ���`� I �r�\5�~�� I I I (��� � � o � � � _ � _ � � �{) <br /> �� � �b'6% � � � �, �_ � -30 -31 -32 -33 -34 I - <br /> W24X1�4 T/STEE�165'-2 W24X104 T/STEEL 165'-2" `a � ������2 / T(STEEL 96�'-2 W24X104 TlSTEEL 165 2" W24X84 T/STEEL 165'-2" _ � � <br /> va�v��o.... o��m��o��o�mo���so�� �am�o mmo���m�ma_�mmmo���o������e��o�� �e� ��ao 0�0 �o�� s�v��� ���.�e��� �� v���"� .�����o�������e��� o��v�.���.���_��e� ��� �� o��������m����e��� M f�� o � m � � � � � � � � m �I-IF} . <br /> s� .� �� l.=J u <br /> .(+i-580k) (+i-24Qk} V=110k � (+/-220k�a V=114k (+f-1$4k) (+I-140k) � -35 -36 -37 -38 -39 � <br /> � I � � I � � I I � I I �, � � � � � o � � � _ � � <br /> _ � <br /> C``� <br /> °X° � '°-1- �``° � � '°k �--'`° � � '°�- o�.�° °x° � '°� .�,�4 -�o -�� -�2 -�s -�w <br /> � �' `''�'.°-�,, 5��° « �' r�� '°-�71 5�'�° Q�-� � "' '°-�,, 5s'` « `� �x;�. 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GftEENViLLF,SC 29602 <br /> SCALE: 1/8"= 1'-Q" � <br /> '�' Se46587 � <br /> °� �sc,srac�� s�`' PHONE 864-609-5340 <br /> cS�,� � FAX:864-609-5344 <br /> �Q� �� ����1, ���+�'�'� ��il�@ ���' <br /> R�r����i, ���h����c�n ��0��' �br� ��� <br /> �t��l������t� CMCCE PROJECT#14-1061 a <br /> DRAWN DATE SUBTITLE CURRE(4T REVISIQN SYMBOL DATE r <br /> SYM REVISIdN SY APPR4VE� DATE SYM REUISION BY A?PROVED DATE ����k N�roN AC�EPTABILITY DWD ��1Q91�� PARTIAL R�OF BQ1�OM CHQR� FRAMING PLAN W2548317 �O/D�I�IA� M <br /> � TH[S DE51GN AND/OR Ct�Ec�cE� � <br /> RLP 10/09/14 �"��T <br /> SPECfFICATIQN IS APPRf7VED � <br /> � S4u-�!r'FNStEEi E(�GINEER TITLE Boeing 777X�WC �UILDiNG � <br /> ��.�� RPPROVED BY DEPT. DATE AKR `IO(QJI'I¢ �� � ������ <br /> t��az�t�p3i2� CHECKED � <br /> � �UILDING 4�-58 T <br /> mP� \ � APPROVED �pg Np, COMP NO. 0 <br /> � -�_ ,� 40-58-RFS�64B-56 0 <br /> �'. P� A rover <br /> �� oF AUZN�� APPROVED STRUCTURAL MASTER EVERETT,WA °"�G"°. 40-58-RFS16E}8-56 <br />