|
_
<br /> - LEGEND
<br /> 3.10 3.15 3.2D 3 25 3.30 3.35 3.40 3.45
<br /> � �,
<br /> HT-XX HEADER TRUSS DESlGNATION (SEE 5320)
<br /> 25'-0" 25'-a° 25'-0" �5'-0" 25'-0° 25'-0° 25'-0" ST-XX SWAY TRUS�DESIGNATION (SEE S322-5329)
<br /> I I I I I I I I MT-TRUSS MAIN TRUSS DESIGNATlON (SEE S320& S321) ,
<br /> �
<br /> � 2 (+1-KXk} LRFD FACT4RED AXIAL LOAD FOR CQNNECTIC,IN DESIGN
<br /> MT-TRUSS M3S11t}-12 S408 1S10-13 S405 {POS =TENS{ON, NEG=COMPRESSION)
<br /> �
<br /> — — — — — — — — — — — — — � V=XXk LRFCI FACTORED SHEAR LOAD FOR CQNNECTION DESIGN
<br /> � � � � � I � I .
<br /> , � �3��,� , , � GEf�ERAL NC�TES
<br /> ______ _�___ _ _____ __
<br /> V=110k �� � TJSTEEL 166'-2" � V=110k �
<br /> '���,�' I I �1 1 CENTERLINE TRI�SS B(�TTOM CHORD
<br /> 16'-8° �l' � �/"Xfr & BRAGING ELEV 164'-0"UNO
<br /> � � f/ I ���� I I I � 2 HEADER TRUSS SPANNING 200'-0"FRQM
<br /> � �
<br /> � � GRID '120 TO GRI� 1.60
<br /> R�l�f�� �,��r
<br /> �� �q, ��`����sr�, �� HEADER TRUSS SPANNI�IG 200'-Q" FROM
<br /> � r t`"� I �`�� � I I GRI�3.20 TQ GRlD 3.6Q
<br /> 1 �ti' 6`�, ti
<br /> � �\� `�' � � MECHANICAL PLATFQRM (SEE M3S3& M3S110 SERIES) �
<br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — J.�rJ -T/SLAB ELEV '[66'-0«
<br /> � r
<br /> ��fX� ��
<br /> I I I `.���'J I ���.� t,�' I I i I
<br /> E ��� �/��
<br /> { �� � �,� ,,�;r�;y
<br /> I ► `�f`s'�`�,'��"� I ^�°`�`''��,`.� �
<br /> ���,�,� �,�`���� � ��NSTRU�TIC�N NC�TES .
<br /> � � . , .
<br /> , �. ��� ���
<br /> -------------------------------------- =
<br /> ---- � � .
<br /> �l-11�k T/STEEL 16fi`-2" V=11t7k `�
<br /> I I � �
<br /> � I I � I I � I I � I I
<br /> � � �
<br /> HSS14 14K5/16 HSS14 14X5/16 HSS14 14K5/16 HSS14 14X5116
<br /> — — — — — — — — — — — — — — — — — — — — — — — — — — — ------- - — — �J.50 .
<br /> (+/-150k) (+/-150k} (+1-150k} . (+/-150k) `-
<br /> 6 '
<br /> RFS160B-10 S4fi 1
<br /> .
<br /> � � � � � � � (
<br /> REFERENCE QRAWIN�S
<br /> 1N36 194 � `
<br /> � � `'' RFS3B-COMPOSITE BOTTOM CHORD ROOF FRAMING PLAN
<br /> ------------------------------------------ RFS160B-1Q �404
<br /> ' '�-�/ m
<br /> • V=11�k � T/STEEL 166'-2" � V=110k '
<br /> f� I �\ �
<br /> � I � �t�`�'�`�f f� I ,\���`-'F-,� � I � I '
<br /> � i � �
<br /> � �
<br /> ,��,�� ,' �'g tx� t. � � � �7 0 , �4 r�
<br /> \l � ti��{L �`���t j`�'1 a �
<br /> /� ��' �l �� -'IO -11 -12 -13 -14
<br /> I 1 ���' I '��, �. I I
<br /> — — — — — — — — — � �l — — — — �, � — — — — — — C�— — � - - � - - � - - � — �j
<br /> — — — — — — — J.75 � -15 -16 -17 -18 -99
<br /> � ! �.
<br /> `�r�� �� C�— — � - - � - - � - - � — �� � .
<br /> I I 1 `���� I ,��,��r{` I I I � � -20 -21 -22 -23 -24
<br /> ��\ L(,� COI— - -� - - —I- - - + - - -I- - �
<br /> � /,fti -25 -26 -27 -28 -29
<br /> t'� � �`� fti�� �E)f— — � - - � - - � - - � - - ��
<br /> i�,T��;�� ������, '
<br /> I � �"� I �/��s�y� I � -30 -31 -32 -33 -34
<br /> i
<br /> ���'��'` W36194 �! � �F� — � - - � - - � - - � — �� -
<br /> � I
<br /> ------------------------------------------ �
<br /> -35 -36 -37 -38 -39
<br /> V=19ak T15TEEL 166'-2" V=11t}k FOR CATWALK SEE SERIES "�' � _ � � _ � _ � �
<br /> ` � i � I CWS110 dRAW(NGS � 3 ` (
<br /> -40 -41 -42 -43 -44
<br /> �M3Sfi10-12 S4�8 �-,L — � - - � - - � - - � — �t�)
<br /> r �
<br /> -45 -46 -47 -48 -49
<br /> - - � - - - - - - - - - - -� -- - - - - - E - - - -- - - - - - --1 - __ - - - - E - - - - --- - - - - -- - -i - - - - - - - - - E - - - - - - - -- - - - -1 - - - - - - - - - � - -+- - - + - - , �
<br /> � , , , �-°
<br /> _ _ � `f������� yf
<br /> MT-TRUSS � -50 =51 =52 F j'�,-�F-53 j���`:. =54
<br /> � � 151413 S405 (�� � � �(�
<br /> — — — — — — �— = — — — — — — — — — �` f� �
<br /> — — — — — — — — — — K -55 -56 -57 -58 -59
<br /> , —--���— -- — � (� �
<br /> � �
<br /> L -6� -6, =62 =63 -64 �
<br /> 1.r0(� ' 13_ .7 .7 �0 -i -J - � .
<br /> 0 4' 8' 16' 24`
<br /> SCALE: 1/8"= 1'-0" '
<br /> - - - - - STRUCTURAL ENGINEER-OF-RECORD
<br /> ���THLE$�,���
<br /> PARTIAL RO�F BC�TT�?1�11 �HCJRC) FRA�1/I1N� PLAN —53 c°��t$°�.WAs�'"���n ���i��� CMC CARY ENGINEERING
<br /> � � ���I�� P_o.aax 252�
<br /> SCALE: 1/8" =1'-0" � �' � ����� GREENVlLLE,SC 29602
<br /> A Se9568�
<br /> a�s���'�T�° �� �"i��° PHONE:864-609-5340
<br /> _ ._ . s �' -` _ FAX:864-609-5344
<br /> �t�Q �W '1 bth S�r�et Su�t+� 3�!7
<br /> ���tt�i�, W��h�r��tvn ��0�� ��r� ��f
<br /> ��'`����I�`�,�d GMCCE PROJECT#14-1afi1 �
<br /> DRAW N UATE SUBTITLE Cl1RRE(VT f2EVIS10N SYMBQL DATE �
<br /> SYM REV�SION BY APPROVED DATE SYM ftEVtSiON BY AE'PROVED oArE �,�,H�r ACCEPTABILITY I�IND �a/Q�I�4 PARTIAL ROOF BQTTQM CHQRD FRAMING PLAN
<br /> �P �� THfS DESIGN AND/OR cHEc+��[� �2�J48�'�a 10/09114 M
<br /> SPEC[FICATIQf�18 APPRC}VED RLP 1�/09f14 sH��r �'`
<br /> � S���S,�E� Er,��r,E�R TITLE Boeing 777X�WG BUILDING /''� �
<br /> ����� APPftQVED BY DEPT. DATE AKR 10/09t14 Q /� �
<br /> No.za2ai�izr CHECKED !� �� � V�� �� c
<br /> � BUILQI(�G 4Q-58 ' • �, � �
<br /> �`�� �Ko AP�ao j�o �oe r�o. cor�P r,o.40-5�-RFS16US-53 0 ;:
<br /> �'Ar e��ti �w�t�a_
<br /> �OF AU�N� APPROVED
<br /> STRUCTl1RAE.MASiER EVEREI�f,WA 40-58-RFS1fi0B-53
<br />
|