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a . __ . .. , .. ._. ... . . . . _.. . . . _ . _ . . _ . . . . . . _. . _ . . __ _ . . <br /> -� �� _ ,�- LE�END <br /> 3.10 �.15� 3.20 �3.�5 3.30 3.35 3.40 3.45 <br /> _ �� <br /> HT-XX HEADER TRUSS DESIGNATIQN {SEE S32Q) <br /> . 25'-�" 25-0" 25'-(}° 25'-0" 25'-0° 25'-0" 25'-0" ;. <br /> � ST-XX SWAY TRUSS DESIGNATION (SEE 5322-S329) <br /> I I I I I I I I MT-TRUSS MAIN TRUSS DESIGNATION (SEE S320&S321) <br /> � 2 (+/-)CXk) LRFD FACT�RED AXIAL LOAD FOR CQNNECTION DESIGN � <br /> (POS =TENSfON, NEG =CQMPRESSfON) <br /> � � MT-TRUSS � M3S14Q-12 5408 I 1510-13 54�5 �� <br /> _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ G V=XXk LRFd FACTORED SHEAR LOAD FOR CONNECTION DESIGN <br /> �_� <br /> � � � � <br /> � � � � � � � � GEf�ERAL N�TES � . <br /> T/STEEL 165'-2" W24X1'Q4 � W36 232 TIBTEEL 166'-2" T/STEEL 165'-2" W�4 104 T/STEEL 165'-2" W24 117 <br /> —� � <br /> ----------- ------------------------------------------ — ------+----- ------- --- ------------------------------------------ --------------------- ----------------- <br /> (+/-30�k) V=110k ,�.�1 / (+j����) �. V=110k (+t-414k� (+(-490k) `�`' 1 CENTERLINE TRU�S B(�TTOM CHORD <br /> & BRACING ELEV 164'-Q"UNO <br /> I '���-$" \`�/f/ I i`\fX� I I <br /> � ``��`��/ 2 � HEADER TRUSS SPANNING 200'-0" FROM <br /> f� '�� GRID 1.20 TO GR(D 1.60 <br /> / � 3 ��'' HEADER TRtJSS SPANNING 200'-0"FROM <br /> � � � � <br /> I ��.��,`%��� I �'�s��,�t-Q� I I �Ri�s.2a�rQ �t��a �.sa . <br /> }.�\`L '�'�'� /��� �,��`�' `S'�,� ��`��'a� ��� �ttP ��� �iS� . <br /> DS � / � ' D� � �'�,>. \ cj,�" �'j r�,�" �'� � MECHANICAL PLATFORM (SEE M3S3 & M3S110�ERIES) <br /> �.''` '��' i .c,\� '�`�` ��' �" � �-'� `��' �t-� �-f- �``� -T/SLAB ELEV 166'-0" , <br /> — — — I — �� �� — I — — � j� — � ` — �� �� — I — � � — f — — — — — — G.25j <br /> o , . � � <br /> �� � ,rX� o� f ��� �� I �`� ���-� I r� `�y� I � �,��,�� I r� '� ``—� <br /> �� �p�� ��7�,� ��'a v'�Q� ���� ��`1� �,`�Q� �� �'�.�� <br /> � l <br /> \ ! <br /> � �-s��T� ' ����f'R��� � ' �C)NSTRUCTION N4TE� <br /> ������ ��.,��ti� <br /> l � �/� <br /> HSS14 14X1/2 T�`�� � W36 232 j/ ��TtSTEEL 166'-2" HSS14 14X5/8 HSS14 14X5l8 _ }� . <br /> � — � � . <br /> ----------- ------- ---- ---------- --- � <br /> ------ ---------- -- -- � <br /> (+l-100k) V=11 Dk (+/-150k) V=11flk (+1-320k) (+/-460k) ' <br /> � � � � � � � <br /> t=- � � ' <br /> �n � � ui <br /> h-� <br /> � <br /> I ��`�� I �'��� I I I I I I �`�''�, <br /> — — — — ��-- — �` — — — — — — — — — — — — — — — — — — — — — — . <br /> G.50� <br /> � ���, �,��~ ho,�� �.� . <br /> ��o �v�' 6 � <br /> � � � � RFS160B-10 S4'11 � <br /> � <br /> REFEhEN�� DRA1/�1�1GS <br /> � � � � � <br /> W24X104 W3� �g4 T/�TEEL 166'-2" RFS3B -COMPOSITE B�TTOM CHOR[] ROOF FRAMING PLAN <br /> �„ , ;'; <br /> RFS160B-10 S4fl4 � <br /> ��-----„_��-------- � <br /> ---(--}-------------- ---------___--------- I � ; <br /> +/-290k V=110k f� �� V=�10k . <br /> I I I h�..��`��,' I `���T� I I I I . <br /> �a �� •s-t-sr� , <br /> � �� 7 .7 .0 .1 :7� <br /> / � � ., � � � - � <br /> 4J�� / ♦ �X A A <br /> � f .� �.f \ /, <br /> �� � � �� ,����'�` � �'��`,� f�� I � I � -10 -11 -12 -33 -14 <br /> ,/��y,�� �`�r6, �` �}� — � - - -}- - - t - - � — �(B) <br /> HSS14 T4X5a�6 f .�\ HS514 14X5f16 6'�r, � HSS�4 14X5116 HSS14 14X5/16 f�\ � -15 -16 � -17 � -18 -19 � <br /> _ — - - - — _ — � — — — C = -- = - - �- -- — -� , — �_ _ - -! = - - -=== — — � -= - - - - = - - = - - �— — - -�- - - - = G.7�Jj <br /> I I (+/-6�k) � �'� F� {+r-so�} ,' �+�-so�c} �+�-sok� �� ��� — � — — � — — � — — � — � <br /> �`'T� I �r � � I I -20 -21 -22 -23 I -24 <br /> �� ���\r� Co)E— — � - - � - - � - - + - - �-(o; <br /> �� \� f� � -25 -26 -27 � -28 � -29 ' <br /> \� /! 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I <br /> � -40 -41 -42 ' ,ff f 43 f�`"� -44 <br /> �,� �`, �'' �'� � <br /> M3��10-12 S408 �"�F- — � — — � — — � r`� ,� : �'• _ � <br /> I <br /> I I I I I � I I I -�5 �s -�� -4s -as <br /> (j� � � � � � � � � � � � � �. • <br /> I\--/ <br /> 2 � -5Q -51 =52 =53 =54 - ' <br /> MT-TRUSS 1510-13 S405 a� � � � � I � <br /> -55 -56 -57 -5f3 -59 <br /> — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — � H �� �j . <br /> � -6fl -�1 =62 =63 =fi4 � <br /> � �i� o � a. <br /> 0 4` $' 16` 24' <br /> S�ALE: 1/8°= 1'-0" � <br /> ���,���E���� STRUCTURAL ENGINEER-OF-RECOftD <br /> ���,�����W�s�"�c�,�ca �'��i�a►�► CMC CARY ENGiNEER(N� <br /> PARTIAL ROQF B�TT�I� CHt�RD FRA�iIING PLA�I -4� <br /> � � � . � � ����r�� <br /> SCALE: 1/8"= 1'-0" � � �` ����� P.0_BOX 2525 <br /> � •�' ,� -�r,.rrr1' GREENVlLLE,SC 29602 <br /> � s���'� ��' ��� PHONE=$64-609-534Q <br /> °+�.�,�'�'crsr�� <br /> _ _ _ . _ s . F.AX:864-609-5344 <br /> , �t�fl SV�I` ��th ��r+��� �u��� 3�?` � � <br /> R��n���, t�4'a��i���t�n ��tl��' ��,��, ��� <br /> ,�,�,q��'�f�ilQ' CMCCE PROJECT#14-1061 a . <br /> DRAWIV DATE SUBTITLE CURFiENT REVISION SYMB4L DATE n <br /> SYM REV1510N SY APPROVED DATE SYM REVtSIQN BY APPRQV€D DATE �`'� t� <br /> ����i r��r o� ACCEPTABIL(TY �Wp 1olOs/14 W2548317 10/09/14 � , . <br /> � -rH�saEsiGrv�rvoloR �HE�K�� PARTIAI� RO�F Bt�TTQM CHORD FRAMI�IG PLAN � <br /> SREGIFICATfON 1S APPRQVEE} RLP 14/09i14 SHEET � <br /> smn avErv s1EE� ENGINEER TI7LE � <br /> � ��/�.�� APPROVED BY DEPT. DATE AKR �otos��4 Boeing 777X CWC BUILDING � <br /> � rro2a2otr�asi2� CHECKE� RFS 1 �0B 43 r <br /> BUILDING 4�-5� c <br /> �m�'f fl APPROVED JOB i�0. GOMP NO. o <br /> �'��,q ,,�P� A rover 40-5$-RFS160B-43 � <br /> r� OF A��Nag APPRCJVED DWG NO. <br /> STRUCTURAL MASTER EVERETT,WA 40-58-RFS160B-43 <br />