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¢ c . <br /> _ LEGEND � <br /> 1 .00 1 .05 1 .10 1 .15 1 .20 1 .25 1 .30 <br /> 25'-Q" 25'-0° 25'-fl" 25'-4" 25'-0° 25'-0° HT-XX H EADER TRUSS DESIGNATION (SEE 5320) <br /> M3S19a-12 5408 ST-XX SWAY TRUSS DESIGNATION (SEE S322-5329) <br /> MT-TRUSS <br /> — — — — — — — — — — — — — — — — — — — — — � MT-TRUSS MAIN TRUSS DESIGNATION {SEE S32a&5321} <br /> �� ��� � �— \ <br /> 1 (+/-XXk� LRFD FACTORED AXIAL LOAD FOR CONNE�CTI�N DESIGN <br /> 1 S10-15 S4t35 (POS=TENSIOM, NEG=CQMPRESSEON) � <br /> � I I I � I ' V=XXk LRFD FACTORED SHEAR LOA� FOR C�NNECTiON DE51GN . <br /> � � � <br /> � I W36 194 <br /> ------ , <br /> t- � �., <br /> � � ----------------------------r------- _ <br /> � � V=110k ���1�1 T/STEE�166`-2" ( �.`{'x� V=110k � <br /> I � � �`i� ( ���s�'�` <br /> ,� �, GEI�ERAL NOTE� <br /> � , <br /> , , . <br /> ,+b�"�f!, T�1'�'j� 1 CENTERLINE TRUSS BQTTOM CHORD • <br /> I I ( I I ��%���:1� I %'���-�-sj'u, I & BRACENG ELEV 164'-fl"UNO <br /> � �. � � <br /> ����.�' �rG�,�� �_� HEADER TRUSS SPANNING 200'-0° FROM <br /> W14X61 HSS14X14 5(16 HSS14X�4X5f16 f �l5 HSS14X14X511s �, 1 /^\ GRID 12Q TO GRID 1.60 <br /> — — — — — — � = _ _ _= _ — _ = == = = 3- — - -�_ _ _ = _ _ — — �� — — c � — — — _ _= _ _ = K.25} <br /> +( 8Qk +/ 60k +/ 6Qk � +/ 6Qk / ���� 3 � HEAD�R TRUSS SPANNING 200'-0"FROM <br /> � � j _ � � I { � I `� � - � I ,` GRI�320 TO GRID 3.60 , <br /> RFS160B-40 S4Q6 ��` �� ��,����r <br /> � �, � � �j MECHANIGAL PLATFORM (SEE M3S3& M3S1'[0 SERIES) <br /> �cS'� ���,�, ���f -T/SLAB ELEV�66'-0" <br /> I � � � � �{�b,6\��x'� � -}..�i`'ti�o`�� � . <br /> �,, t s�J hp� ���,,,. <br /> �,` ����,,. , <br /> � � � � f '�� <br /> � x � t� � W36 194 � <br /> r- <br /> X � <br /> N � ( � ( � ---„_:�--------- T/STEEL166'-2" '----------- ----- � <br /> � V=110K �=��o� �QNSTRUCTIt��I NC�TE� <br /> � <br /> � <br /> I <br /> i i i i i �' i � <br /> W 14X61 . <br /> — — — — — � — — — — — — — —� — — — — — — � — — — — — ��` <br /> K�5�} <br /> �``�.(+r-sQk� �. _/ <br /> �r�sl� <br /> � `�"12�„3� I I I I I I . <br /> tx�y � <br /> OpkJ <br /> v� -� <br /> � � <br /> X ci <br /> � � + ~�� � H�14 X112 � HSS'I4�14X1/2 V=11tlk � W36X232 T/STEEL 166'-2" V=110k - <br /> RFS'[60B-10 5404 <br /> -------------„�------��a-------„�� <br /> ------ � <br /> �+r-��o�, �¢,-3�ok, I (+(-560k) , i � � R E F E R E N C E �RAW I N�S � <br /> s <br /> �,�'�;f� ���rX. '�-�- <br /> I ���,��� I ` I � ��� I �`'s`�� ` �� '�f <br /> ����„� � f,, �\\ �� v'�� RFS3B -COMPOSITE BC?TTOM CHORD ROQF FRP+MING PLAN <br /> � � <br /> � k` ,�1p`�� X � ��q7 �.�D�� � G�,TQ , <br /> I � � -� ��`�- �-� ��'�' I �`� �����' �ss I �.��` �'s�`��� <br /> � � ��,-�- �,�h l� '�, ��y�- ���-�'' y ��o '� +.� ����` t.�rC .� <br /> W 14X6't = � X� ''�'�, -f-� �.. ^� i ��'` -f-r h`�, � r � <br /> G� \ ,� e� ��, x\ / �\.• c� c' x\ � 6'6, \ ��� <br /> — — — — — — — — —`` — — `- — ��� — — — �- — � — K.75} , ,.�_ 7 �. , � . <br /> � 'xr i \�/ Q A <br /> {+,_$ok, (' <br /> I � I � I ` ���"';,�,� %'� I f�� � -10 -11 -12 -13 -14 ' <br /> I ,�f ' ,�� <br /> �`Y�'�1�� �'�/ �h,���� � — � — — � — — � — — � — � <br /> ,� �♦ �� �� -15 -96 -17 -18 -19 <br /> 1 <br /> �x,; �`�'�8 �� f,. � � � � <br /> 7 ♦ l� �y �c�}- — � - - � - - � - - � — -i-(�� <br /> � T��J I � I , �%�`�T �`i��'�`�� 1 I <br /> � I � �'� t��-� � ��j�f'c��` � -20 -21 I -22 -23 -24 , <br /> � ' fi� �`� ��`�5�� ��-- — � - - -{- - - � - - � - - � <br /> '� W24X104� T/STL.E�. 365'-2" ��6'�,�♦ W36X232 ff � TISTL.EL. 16f�`-2" _ � -25 � -26 I -27 -28 -29 <br /> W24X84 TfSTL.EL. �65'-2" � <br /> I ---------------------I -----{+/-13Qk} ----------- ---------------------I ----- {+1-270k�----------- V=11Qk ---------------- I ----- ft1-340k}----------- -----(+/-580k) -- � � — � — — � — — � — — � — — � . <br /> i i I �"� <br /> -� I -30 -31 I -32 -33 -34 . <br /> �� � v d � (�� — � - - } - - � - - � — -f{F� , . <br /> r � �. <br /> �o.�.���`� X � �o�r ��.��a X � �ra.,�.-�, ����o x � 7Q�� fl��,o , ' -35 -36 � -s� � -�a -3� � , <br /> � ,�,SS ,��l c�n � '�' x, �-�rj� � �,5� � � ( �' ��'�{� � ,,�,�`' � � I ",' rx ��'rig � ,{,,���` � Q� — � — — � — — � — — � — —�Cj <br /> ,�0 cn =- ��7 ,���1 + lXr, ��-\ .� � ��1 <br /> �1' _ �S,�,/ `xi` _ "�sSk� �x\�� = f�''S,�J �k1-� -40 -41 -42 -43 -44 <br /> HT-H1 � — � — — t — — � — — � — 1(,Hj <br /> W 16X67 W 16X67 W 16X�7 W 16X67 45 -46 I -47 -48 -49 ' <br /> — — — — ` --- — — — — — — — — — L �— — —}— — — —�— — — —�— — — —{— — —� <br /> (+/-75k) (t(-75k) (+!-220k} (+t-220k) -5p -51 -52 -53 -54 <br /> � 2 3 � � ; . , - - � - - � - - � — �{K} : . <br /> /,�" :,r,/,��f�; � <br /> � � RFS16�B-1fl 5407 � RFS160B-1Q 5407 I RFS160B-10 S407 �` r%55�'�';i;' -56 -57 -58 -59 , <br /> � °�, F � <br /> � <br /> L -6� =61 =62 =63 �4 � <br /> , ,� � � o , , <br /> � 4' 8' 16' 24' � <br /> � � <br /> SCALE: 1i8°= 1'-0" . <br /> p�A,�������� STRUCTURAL ENGINEER-OF-RECORD . <br /> s�44�r���was�is�T'�.�� �'"1,1l1.� . <br /> � �t���,��. GMC CARY ENGINEERING <br /> 4 ��� �� ' <br /> vl. . . � ��. . <br /> � ������ P_o.go�2�2� <br /> PARTIAL RC��F BOTT�}M GHORD FRAMI�I� PLAN -55 . �,��::. �¢�7 ��.. : �—�� �REEN�����,Sc �9�0� <br /> .n��'a�,��o � �i�� PHONE�$64-609-5340 <br /> SCALE_ 1/8"= 1'-0° _ s <br /> }.(�, {� s4y _ FAX:864-609-5344 <br /> ����;�� �.�1�! V����s�.�V ����� ��� .�4.'� <br /> R���c��, ��s�in��+�� ���57 i�� ��� . <br /> �f'`���'����'�° CMCCE PROJECT#14-1661 a <br /> QRAWN DAFE SUBTITLE CURRENT REVISI4N SYMBOL DATE � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE � � <br /> µG N s r ACCEPTAB1LlTY pWD 10ro9114 <br /> �'0.� -�°� TH[SDESIGNAND/OR CHECKED PARTIAL ROUF BC�TTQM CH�RD FRAMING PLAN w2��s��7 �o�a���� � <br /> SPEClFICATION IS APPROUE[} RLP 10/09114 st���r � <br /> � <br /> � 5�-Uw�,s�E� Etv���vEER Tir�E Boeing 777X CWC SUILDING }'�}� `� . <br /> ����� APPR�VED BY DEPT. DATE AICR 10109114 (,�J � R <br /> rto.zazas�o��z7 CHECKE� ��� � V 1 ����� � <br /> � Bu1LDING �C�-�$ �,, ��� C <br /> m�'�� �o APFRdVED JOB NO. G4MP NO. 0 <br /> r�,�� �tiP A raver - - - 40-5�-RFS1606-55 � . <br /> F oF R��HQ APPROVED STRUCTURAL MASTER EVERETT,WA °WG"O� 40 58 RFS160S 55 <br /> � <br />