|
� LEGEND
<br /> --'-� -
<br /> � .35 1 .40 1 .45 1 .50 1 .55 1 .60 � .65 1 .70
<br /> � � � HT-KX HEADER TRUSS DESlGNATION (SEE 5324) �.
<br /> 25'-0° 25'-Q° 25'-4" 25'-0"' 25'-4° 25'-0" 25'-0'°
<br /> ST-XX SWAY TRUSS C?ESIGNATION (SEE 5322-5329)
<br /> MT-TRUSS MAIN TRUSS �ESIGNATlQN {SEE S32Q& S321)
<br /> � � � � � ( � �
<br /> 3 (+/-XXk} LRFD FACTC}RED AXIAL LOAD FQR CU�INECTI�N DESIGN
<br /> M3S11(}-12 5408 (PC�S =TENSIUN, NEG =��MPRE�SlON)
<br /> MT-TRUSS
<br /> _ _ _ _ ««_«�= _ _ « _ _ _ _ _ _ _ _ _ _ — _ _��—�_ _ _ _ _ _ _ �—�= _ � V=XXk LRFD FACTORED SHEAR LOAD FOR CONNECTION DE51GN
<br /> 1 �
<br /> 1 S 10-15 S405
<br /> ,��, � I I I � i � `
<br /> �
<br /> � GEI�ERAL I�CJTE�
<br /> i i �3� ��� i -
<br /> �
<br /> `'�' 1 CENTERLINE TRUSS BOTTOM GHC�RD
<br /> V=110k ���-r�.� � TISTEEL 166'-2" �\ V=110k & BRACING ELEV 164'-fl"UNf� .
<br /> 96'-8" �`�f I 1,� /x� , .
<br /> ,
<br /> I 1 I �i I \��1 I I � �� HEADER TRUSS SPANNING 200'-4"FROM .
<br /> � � GRIC} 120 TO GRID 1.60
<br /> � �
<br /> ��-�..��/� fs�.��'Q� � HEADER TRUSS SPANNING 200'-Q"FROM
<br /> . �/f ��ti,' � ti`sr�, GRID 320 TO GRID 3.6Q
<br /> � + � I /�'�ti'�� � ���'�6','� + � ` 4 MECHANICAL PLATFQRM (SEE M3S3& M3S11t1 SERIES}
<br /> / .�\ �� ti �
<br /> — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — .� 2J -T/SLAB ELEV 166'-0„
<br /> �t�f� �jl �
<br /> � t � � `1is� � �h�� f''� I � I .
<br /> ti� �� ,f , �
<br /> � ,�,
<br /> �
<br /> �'s,.����+ ��-��;'��� �ONSTRUCTIC)f�l [�CaTES �
<br /> � � � � �� �,�� � .�,���' I � I
<br /> ''ss; � � '���
<br /> �' W 36 194 � �
<br /> ---- -----��--------- -------------------- � �
<br /> �
<br /> I ( V=11Qk TISTEE i 166'-2" V=114�k I
<br /> _
<br /> I � � I ; I I � ( I � � ,
<br /> � �- � �
<br /> � �
<br /> HSS14 14�5I16 NSS14 14X5/16 HSS14 14X5116 HS514 1�X5f16
<br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .�,'�J�
<br /> �+�-��ok� �+r-��ok� {+�-��o�� �+�-��o�c� ��
<br /> 6
<br /> RFS1648-10 5411
<br /> \
<br /> I � I ( I � I �
<br /> � REFERENCE aRA1NI�JGS �
<br /> 2 .
<br /> ,
<br /> W3� �g�. � RFS3B -COMPOSITE SOTTOM CH�RD ROQF FRAMING PLAN
<br /> RFS160B-10 S404
<br /> � ------------------------------------------ �
<br /> `� � �
<br /> V=310k � T/�TEEL 1S&'-2�� ti V=�1Dk
<br /> ���� �� I �� /xf
<br /> ���i ���js�
<br /> I � I � �� I �� � I �
<br /> �+��f�`� ��r TQ A ��� � �
<br /> �� � �
<br /> -�•
<br /> ��/��o�'� �„����,��� -10 -1'( -12 -13 -14 �
<br /> I I I I //�\c�'��'� I `f`S`5'�ry�� � � J � � — � — — � — — � — — � — i-(�
<br /> — � — — — — — — — — — — — — — — — — — — — — — — — — I — — — — -15 -16 -�7 -18 -99 � •
<br /> J.75
<br /> .,� rXj �, ,�I— - —�- - - �- - - -�- - - -I- - ��
<br /> � `y / -�0 -21 -22 -23 -24
<br /> � 1 � � ��,,�"� � ,��`���f/ � � I �a}F— — ♦ — — � — — � — — ♦ — — —�-��
<br /> ��,� ���♦ I -25 I -26 -27 -28 I -29 (
<br /> r �i � (E.}� — t — — � — — � — — � — — —t�E.)
<br /> �i���t -{,.�`i f�`��O I I I I
<br /> I I `�T� ��'��� I �'��,���'� I -30 -31 -32 -33 -34
<br /> �'7fi�� /f'���' l� — � — — � — — � — — � — � .
<br /> ?y � W36 194 � � �., -35 -36 -37 -38 -39
<br /> U=�10k 'ss---------- T/STEEL 166'-2"------- ------V=11Qk � �� — t — — � — — � — — � — �-��) '.
<br /> I I
<br /> I � I 3 I ( � I � -40 -41 -42 -43 -44
<br /> � �nn�s��o-�� s�as C}�- — � - - � - - � - - � — —�
<br /> i
<br /> -45 -�46 -47 -48 -49
<br /> �,� - ,;l���,�,� { _ - + - - + - �
<br /> i I i I i I i I �_.� F;
<br /> -5Q �;,j;;r-51:',��� -52 -53 -54
<br /> MT-TRUSS �� _ ='!:�-'��`�f�' — — t — — � — —�-(K}
<br /> t'-f� I 1
<br /> � -55 -56 -57 -58 -59
<br /> — — — — — — — — — � ��� � .
<br /> I — — — �— --_— _ — — — — — — — �
<br /> -6� -61 -62 -63 -64
<br /> � � - - - - � .
<br /> . .0� .3� � .7 7 J .4 .1 1.4. . .
<br /> 1S10-15 S405
<br /> ��
<br /> 0 4' 8' 16` 24'
<br /> SCALE: 1/8"= 1'-0"
<br /> - STRUCTUl�AL ENGWEER-OF-RECORD
<br /> ����HLE��R�
<br /> � wnshi �aL �'.a/'/�t,`+�"'�
<br /> PARTI�L RUC�F BC�TTC�� CHORD FRAMI�IG P�AN —�� �°°������; � �'��°�a ������ CMC CARY ENGINEERING
<br /> _ ������ P_0_BOX 2525
<br /> SCALE: 1/$°= 1'-0" a `
<br /> �' �� �+..rr� GREENVILLE,SC 29602 • `"
<br /> 47 Scy668T �a
<br /> °�, '�ecrsra�Q � �"�V F'HONE=$64-609-534Q
<br /> _ _ ss : : _"`�', '
<br /> 9C��} �W '1+�?�I"I Str@�.'� ���t� 3U�' �,,,f ' ', � ,
<br /> FAX:864-609-5344
<br /> R�n�or�, �+'�s����t�n 9���►7 i�r� �e a�
<br /> �k�''���?��oi� CMCCE PRO,lECT#14-1a61 �
<br /> ACCEPTABILITY ���� �ATE SUBTITLE CURRE(VT REVISION SYMBOL DATE n
<br /> SYM REVfS1�N BY Ar"PROVED DATE SYM REVtSION 6Y APPROVED DATE �N G N G F QWD �Q/Q91�`� p�,�TiAL RO�F BC�TTaM CHORD FRAMING PLAhI C
<br /> �� �y THISDESIGNAND/OR ��ECKED , W2548317 10/09/14 �
<br /> SPECIFICAT[QN iS APPROVED RLP 1Q/09114 sHE�r �
<br /> � S��MENSiEEL ENGINEER TITLE Boeing 777X CWC BUILDING J �1'� /'' C
<br /> ��',��- APPft4VEDBY DEPT. DATE AKR 'I(J(Q9/'�4 '] /,�, y.� c,�
<br /> � rao.zazaa�i� CHECKED ��� 1 r ��� = I � �
<br /> �lJlLafNG 4Q-�8 ����� "� `�r � C
<br /> mfi'�� a ��� A�PPOC}�ED �06 rvo. �oM�No.40-58-RFS16Q8-51 � .
<br /> `''�F o� a��N�g`�" APPftO�IED STRUCTURAL MASiER EVERETT WA owc No. 40-5$-RFS16t?8-51 � '
<br /> ,
<br />
|