|
LE�E�D
<br /> 3.1�� 3.� 5 3.2� 3.25 3.30 3.35 3.40 3.45
<br /> � _ �_
<br /> HT-�X HEAQER TRUSS DESlGNATION (SEE S32(})
<br /> 25`-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0"
<br /> y ST-XX SWAY TRUSS QESIGNATION (SEE S322-5329)
<br /> 3 �
<br /> I � MT-TRUSS I M3S110-12 S408 � ���d-�� S�fl� MT-TRUS� MAIN TRUSS �ESIGNATIQN (SEE S32Q& 5321} ,
<br /> — --— — � — � r � — — — — — — — � — � 666�Q� v�a�m � �� � a�s�� �m v�� m � � v m — — — v— K (+/-XXk} LRFQ FACTt}RED AXIAL LDAD F(�R CQNNECTION DE51GN
<br /> (FOS=TENSIC7N, NEG=COMPRESS�ON)
<br /> I I I I V=XXk LRFD FAGTdRED SHEAR LOAD FOR C4NNECTION DESIGN
<br /> �
<br /> � � � � � � � �
<br /> � W36 194 T/STEEL 166'-2° _ : �
<br /> � � �
<br /> „�---------- -- ------ '
<br /> � �
<br /> V=11Qk �h,�,�, f.� � �� V=110k
<br /> � �6�-��� �` ,' i ����� i i
<br /> ��R[E�L N���S
<br /> �
<br /> f ��,�f
<br /> ,�� �`� 1 CENTERLINE TRIJSS BtaTTC7M CHORD
<br /> � �,� �� y� � BRACING ELEV 164'-0" UNQ
<br /> ..�,.� � .. � � 's�
<br /> + I I ��;'��� I '��`���� � I + � �;� HEADER TRUSS SPANNING 2Q��-o° F�an�
<br /> ���,�' ���ti GRID 1.20 TO GR1D 1.6t7
<br /> HSS14X14X5!'i6 /� HSS14X14X5l16 ~� NSS14X14X�/16 HSS14X1�K5f16
<br /> �� � �
<br /> — — � � �. � �. �. � m � �.� � � � � � � � e � � � � m � � � � � � s � � � m o � � o _ NG 200-0 FROM
<br /> ��
<br /> o � � m o � �� o = — — � — — — — — �= — — — � � � � � � m m m � � �
<br /> �\ �', �
<br /> � � � ���,��
<br /> _�� � � � �. �. �. � � � � � � � � � �� �. ��� � � C
<br /> �� — — m� �
<br /> 3 HEADER TRUSS SPAN�11
<br /> � F�
<br /> ! !. ! ! — � � � � s � � � � — � � � � � � � � � � = - GRID 3.20 TO GR1D 3.60 �
<br /> — — � (+1-6flk) � � — — — — — � '� ��1/X� �+/-60k) � /r� � (+t-60k) � � {+f-60k) � �`�
<br /> � ��� � � �\j MECHANICAL PLATFORM (SEE�t13S3 &M3S11a SERIES)
<br /> ���' �.�."`, f�' -T/SLAB ELEV'[66'-0°
<br /> ♦� ��fr RFS160B-10 5411
<br /> 1 !�
<br /> 1 I I f���j I �`�/1���� � I ( I
<br /> cS�� ��..�..� �D�f//'��•
<br /> � � � f��' �
<br /> � �r��� �'�"���
<br /> � �'�. �` W36 194 f TiSTEEL 166�2"
<br /> i ----- ----------------------------- ------ i � i `� ���IST'�U�T��N N�TE�
<br /> �
<br /> V=91Qk V=j1�k
<br /> � � .
<br /> I � I � I � I �
<br /> � � � �
<br /> � � � �'
<br /> � � � �
<br /> � �
<br /> I I I I I I I
<br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — � — �- �.�a
<br /> f � I � I � I � � �
<br /> � � � �
<br /> HSS14X14X1/2 ���}�23� T/STEEL 166'-2'" S�4X1 518 HSS14X14X5/8
<br /> = ��FE��NCE C��AWI �i�S
<br /> �� _ � �
<br /> � �� ���- m
<br /> o�--------- -------------�------------�--------------- RFS160B-10 5404��` _,
<br /> � {+1-13Qk) V=11�k {f� (+l-200k) i`�� V=110k ` +/=360k) � I {f/-450k) � `ry
<br /> , � ��p�f,. , � �'� ��sz�,. ( � } � RFS3B -COMPOSITE BOTTOM CHORD ROC}F FRAMING PLAN
<br /> ���� �c�,�`� �'�fx����'
<br /> � 6
<br /> �,, �� .
<br /> `�-1 � �\���� fx .
<br /> � ,� � �� � ��;� �, � ��� ���s� ( '��, � ��� � y�, � ��
<br /> � � �y-�- s �
<br /> ��'� �`�-�- f� `.��. S� �� �� ��`� ���J r,`�'� 1.7 7 a , , r.� /�
<br /> �' -�- f t'-{-,. ��rl' � �T c��` -�T -�- � � �� � � � � `� A
<br /> — — — — _ � 75 �:�
<br /> � �-� r � ,Z,� o�k-1 � /x� "��� ��-' t �f '`€P v �' 4�'�` �� �d' ,�.� o''�-� \. -10 -11 -12 -13 -14
<br /> ���, �' � ;� � fx�. ��o I `��' � � r�'c� I ��' � '�a I "`�'
<br /> � �� �� r�, � �� �� � �� � ,�� �,�. m � � m � - - � - - � — �C�
<br /> �.�� ,��,��+lc I -15 -16 -17 -1� -�9 �
<br /> �� �� i� �� � � � � � — — —}� � � � � �y
<br /> � �,
<br /> i � � ���, � ��!���' � � � -�o -2� -2� � -�� -�� � ��
<br /> �s� � s��..� ,���`����,� � o � � � � � o � � � o�
<br /> � � � � ����°' � � � � � � .
<br /> ��b,�� f�'���' -25 -2� -Z7 -2� -29
<br /> � W24X84 T(STEEL 166'-2" `?h � �1(36X232 � T/STEEL 166'-2" TISTEEL 165'-2" T/STEEL 165'-2" _ � � � � � � � �
<br /> ----���r��� ��m��� ���� ���� �o�mo� ��������� �v _ss�s ----- -----�os ���s ------e�����m������o��v�o�W24X104 ------�a—�— e�om--�-----000��mm�o�o�—� W24?C104�����o�� � � � �
<br /> � � �� � � � �� ------ — ��� a
<br /> � � v���a �
<br /> �� (+l-100k} V-19�k a (+f-130k) — — V-114k (+/-160k} � (+/-300K} ``' -30 -31 -32 -33 -34
<br /> `r..`�. - - �� � � � — — — — — F
<br /> ��� �� � � � � � �- � �
<br /> � ''o, ;t �' T � -35 -36 -�7 -38 -39
<br /> �,4 � � � 1p +�4 �C � �p �C3 � � Tp �fl � � �� c � _ e _ � � � � �-{��
<br /> ` �a�' x ( � �ro '�°�` x � '�ra �a�" X � '�`To �o�` � � `�ro � � � � � I �
<br /> � I ��� ,��p`{-� � .� ("/,j '�71yt � ,��� ,��q''�� � ( + (x/,� '�7,f¢ � �5� ,�ap'��1 � � * �x/,r `�Tj� � �,��' ,�qp'F�� � I �' �x/,� 'r7/� -40 -41 -42 -43 -44
<br /> �� i �°k� '��" � �°�1 tk�` _ �o�l t'�\- _ °°k� � � � � _ � r _. � �;
<br /> � � � � � � �
<br /> �. *� -45 -46 -47 -48 -49 '
<br /> W 16X67 W 16X67 � HT-H2 ~`'- ,� � -°�- „_ — — — — — — � '
<br /> � � — — — — — � � � m — — — — m - � � � � I � � � �
<br /> � — — — �� � � -�a -5� -�2 -�� -5n
<br /> {+/-1BOk) �+r-�sa�} - - � �
<br /> --.., �}F- — � - - � — � ,,,�; — �
<br /> K
<br /> � � 2 3 -�� -�s -�7 ,;;5s�,r,� -5g
<br /> I �-''��`�''`,r` '�%
<br /> .�� >- `
<br /> � ;�'r%>°�!�ef;F,`-
<br /> RFS°k6QB-10 �4{}7 � RFS'[6QB-10 5407 � RFS�60B-10 S407 � � ( � �
<br /> L -60 -61 �62 =63s =64 �
<br /> `t� 1.3. 7 �J .� I A � 4.
<br /> o �� a� �s� z�� ;
<br /> �
<br /> sca��: ��s°_ ��-o,� �
<br /> _ _ _ STRU�TURAL ENGINEER-OF-REGORD
<br /> P�l�TIAL F���F B�TTO� �HC�R� FF�AMI�1� PLA�1 -5�
<br /> �,���Ht����$ .
<br /> ������������'������'� ��'�`�� CMC CAFZY �NGINEERING
<br /> SCALE.- 1l8"=1'-Q"" ` ' � :�' � ��' � P_0_BQX 2525
<br /> � < � �� _ �� GREENVILLE,SC 29602
<br /> � s�fr��� ��' � PHONE_864-60�J-5340
<br /> °�.���c,�r�� : _..�
<br /> ,.
<br /> _ _ _ __
<br /> FAX:864-609-5344
<br /> ��� ��l 1���r. �tr��� S�i�� ��� �
<br /> ������� ��������an �����` , ��r� ��
<br /> �'��$�� �� GMGCE PROJECT#14-1061 � �.
<br /> ACC�PTABIL(TY DRAWRS [�ATE SUBTITLE CURRENT REVISIQM SYMBOL DATE �"
<br /> SYM REVISION SY APPROVED DATF SYM REVtSiON BY APPRQVED DATE K 4 N, V` DWD 1Q/09/14 �
<br /> ���� �" THlSDESIGNAND/OR CHECKED PARTIAL RO�F ��TT�M CHI�RD FRAMiN� PLAN W2548317 �a�o�i�� M
<br /> SPECIFICATIQN IS APPROVE� RLP 10/09(14 s�tE�r �
<br /> S��(-t�w'EN stEE� ENGINEER T1TLE �
<br /> � ct�ArtY,ir�. APPROVED BY DEPT. DATE A}(f{ �(��(}Qt'�4 Boeing 777X CWG BUILDING /�' �
<br /> � t�o.ra2a�t�,o31z� Ct-EECKE� � �� �_ i� �
<br /> �I�ILDING 4Q-58 ,� �`r
<br /> m'p� �� APPROVED ,lp6 IVQ. C4MP NO. �
<br /> %,�T ¢yti� A rover 40-5$-RFS160B-58 Q
<br /> �._F_aF a��H� APPROVED STRUCiURAL MAST�R EVERE�f,wA °"'G"°. �a-�$-��s�sa�-5s
<br />
|