|
4.00 4.80 5.00 F E.�7 15 F
<br /> 14 SIM S439b
<br /> SIM
<br /> S439b /� ROOF MEMBER
<br /> � � � / WITI°I FLANGE LESS
<br /> � � � I 13 ( _ _ _ _ B.O.D.AUTOCLAVE MEZZ � _ ,� � _ _ 3.O.D_AUTOC�V_McZZ
<br /> _� B.O.D.AUTOCLAVE H.P. _ S439b 132'-11" �` � � - - THAN 8"WIDE
<br /> - - - ♦ / 132�.����
<br /> 147'-p�� - - � � � � �
<br /> - � _B.O.D.AUTOCLAVE�L.P. ,� OQ 4.SO 'rJ.00 I �9���m as�-'��a' _
<br /> 145'-9 5/16" � -� �
<br /> ( � x _ �- X'' � SIM
<br /> I I 13 14 125' -6" � �5 125'-6" �' W8X24 r 1� � � L3X2X3l8 X 0'-6"(LLV)
<br /> co �� S439b S439b W8X24 S439b � S439b TYP � �
<br /> � � 1/4 4 � W8 HANGE
<br /> R
<br /> X� S439b B.O.D,AUTOCIAVE H.P. � � � WITH SHEAR TAB
<br /> 136'-0" � W8X18 --� 147'-0° B.O.D.AUTOCLAVE(L.P. � � �� �
<br /> - � i _ 145'-95/16" 9 O 9 -0
<br /> _ _ _ B.O.D.AUTOCLAVE MEZZ � SIM G� � � �i--0 �
<br /> � � 4�r8�� ' HANGER CO�lf� �CTION ,AT
<br /> 132'-11" ,131'-0" 8X18 r- - 14 � ��cP � � CO 4�"$��
<br /> P - � S439b �
<br /> � � � � 111'-0 5/8" I W$X24 15 111'-0 5/8" W8 �L 15 SIM 't
<br /> 36 -0' 8X18
<br /> � � � � � � _,__ , M �M�ER LE�S THAN � WI �E 13
<br /> .
<br /> �
<br /> 2'-6" 13'-1" ( I ( � 107'- 10" -� /� i $X24 S439b 107'- 10° � $� � S439b SCALE: 1" = 1'-0" S439b S439b
<br /> B.O.D.AUTOCLAVE MEZZ - � ��-� I
<br /> , r-, �'c�,� cr� . i r�- 15
<br /> ( � � - - - - - - - 132'-11" 131'-�" W X18 �2 s � oQ 15 „ , . .• '.. , , , , I ; ', , , _ . _ o
<br /> �C'O�'st� ��' S439b ' . , ; ;- ' . .- '. -. _ . ,..., CO�-{-� � �� S439b
<br /> I I I \ ����`+ 'k - �� �- + � � - � � - - � - - - ,� _- .-- �+� �
<br /> � � �ss�� s�M
<br /> I I I ss,o oti �
<br /> I�AC K I�RC� i L A � � �
<br /> SCALE: 1/8" = 1'-0" RFS161-24a S439b ���� ��o�I �� � �--, �/, (`�0,( ��(��I �� � $ ROOF MEMBER WITH
<br /> � � 6 i��,� � �r� FLANGE GREATER
<br /> 2'-6" 13'-1" , THAN 8"WIDE
<br /> � r4 � SCALE: 1/8" = 1'-0" M2S110-34___S439b SCALE: 1/8" = 1'-0" M2S110-34 _S439b
<br /> � 13 F N/gX24 TRANSFER 1/4 4 `
<br /> � S439b BEAM BETWEEN
<br /> i
<br /> 4,.�� 4,.80 �.�� ���� ����� �� � 145'-6" W16 FILLER BEAMS
<br /> ��. / L3x3x3/8 x 0'-6" o 0
<br /> 4 � ` rrr nrr �
<br /> SIM SCALE: 1/8" = 1'-0° RFS161-29 S439b (E•87 F [
<br /> l � 14 ���� �--� (E) BRB ABOVE W8 HANGER WITH �
<br /> I � NEW FRAME SHEAR TAB
<br /> I I S439b
<br /> � � 8X18 138' -6'�
<br /> i
<br /> B.O.D.AUTOCLAVE MEZZ �A N G E R C O N N E CT I C7 N A�T
<br /> - - - - 132'-11�� I °O �'c4 15 �
<br /> � � � � � � �'� M E M��I� C RE,A��I� TI�IAIV �" W I D
<br /> � I 13 I I d'-�-� X " � � S439b �q,
<br /> 14 W8X18
<br /> � � � SCALE: 1" = 1'-0" S439b S439b
<br /> S439b � S439b 125� � "6� �- 15 � - r { PROVIDE L3x3x3/8 �
<br /> _ B.O.D.AUTOCLAV�P� � � �� _ o BRACE FROM NEW
<br /> 147'-0° B.O.D.AUTOCLAVE�L.P, � W8X24 S439b � COLUMN TO(E)GIRT ON ,
<br /> T 145'-9 5/16" 4.�� 4'.8� 5.�� � - 125'-6" W8X24 �CH SIDE OF COLUMN.
<br /> � � BRACE AT 45 DEGREES.
<br /> �
<br /> � _ - � <- � _ H BRACE FORCE IS 5K. L4x4x1/4 x 1'-4°
<br /> �?'�,�- i � 13 9'-0�� � � �
<br /> �8 �o I g�_p�� 1 5 W8 RACK II
<br /> � S439b BEAM � II
<br /> I 136'-0°� ( 8X18 � I F-{ B a•DOAUTOCLAVE(H.P.) � B4O.D.AUTOCLAVE L.P. � ' � $ S439b
<br /> , „ II
<br /> � II
<br /> 15 � II
<br /> � � II
<br /> -� 145'-9�5/16" 111'-0 5/8" W$X?r4 _ S439b � H
<br /> _ _ _ B.O.D.AUTOCLAVE MEZZ � � � °r.° � q�_g�� II
<br /> 132'-11' 131' - 0"� W8X18 NEW RACK 107'- 10" � W$X 15
<br /> � � � ( SUPPORT BEAM � � 111'-0 5/8" W8X24 15 II
<br /> � X � ( SIM �' 'S� - o S439b II
<br /> ,136'-0" � 8X18 � 14 2�COs�`�'Q h 107'- 10" o�o W8X24 S439b il
<br /> 2'-6" 13'-1" I � S439b ���FSr�sr �` `'� 'S, �- �' 15 1/4 4 ��
<br /> � � � _ B.O.D.AUTOCLAVE MEZZ , J' I � /�'I' �C��,o�-�'Q S439b 1
<br /> � 132'-11" ,131'-0" ' W8X18 � 14 .Q�-f-��
<br /> � � S43 !"��I \ ����I �� � 7 s/O� �
<br /> ��(�L( �(�(��I �� � SCALE: 1/8" = 1'-0" M25110-34 S439b
<br /> t.✓I \ 1 \`J � � 2'-6" 13�.��� �/`�i�ll \ ����� �� �J
<br /> SCALE: 1/8" = 1'-0° RFS161-10 S439b 9 RAC K C O N N E CT I O N AT
<br /> SCALE: 1/8° = 1'-0" RFS161-24b S439b p�p [`��A' ���� � /S p � /� �� n p ��
<br /> � r- Rr i v t-�r� �v� ��ii� 15
<br /> ; �
<br /> SCALE: 1" = 1'-0" S439b S439b
<br /> 5.00
<br /> 4 0� 4.80 5.�0 � j� �K ����^� L� 124�-5 3/4°AT GRID A.75, B, B.25, 6.50
<br /> i�°� r
<br /> 5 124-4 3/16 AT GRID B.75
<br /> SCALE: 1/8"= 1'-0" RFS161-29 S439b 124'-2 5/8"AT GRID C.00
<br /> I � 14 I 14 I �,, 124'-1 1/16"ATGRIDC.25 ________________ __ _ _ _ g,0_D.AUTOC�V�L.P.) �
<br /> � S439b 123'-11 1/2"AT GRID C.50 .
<br /> SIM 4.�O 4.8o rj.0(� 123'-101/8"AT GRID C,70 145'-9 5/16'�
<br /> _ B.O.D.AUTOCLAVE H_P.n 151'-4"AT GRIDS C.50,C.75, Q.00, D.25, D.50,
<br /> 147'-0" _ B.O.D.AUTOCLAVE(L.P. 1_ S�M �r.oo D.75, E.00, E.25, E.50, E.75,F.00, F.25
<br /> � 145'-9 5/16° �4 125'-0"AT GRIDS F.00, F.25, F.50, F.75, G.00,G.25, � , „
<br /> 14 H.7 5,J.0 0,J.2 5,J.5 0, L 5 x 3-1 I 2 x 3/8 x 2 0-0 C E N T E R E D O N
<br /> ( �' " G.5 0,G.7 5, H.0 0, H.2 5, H.5 0,
<br /> �� � S439b � S439b I J.75 WELD WITH 2"LONG X 5/16 NEW PIPE RACK LOCATION
<br /> ��p FILLET WELD AT 8"O.C.(TYP} (INTERRUPT INTERIOR ANGLES AT
<br /> -�-� � � fys,s INTERSECTING GIRDER ON E.87) '
<br /> � � W8X18 � B.O.D.AUTOCLAVE(H.P� _ B.O.D.AUTOCLAVE L . I � �B�T�S�r%r „ (E)ROOF BEAM ADDED TO�ACH RA�K PROFO�TS
<br /> I 136'-0" � I � 147'-0" _
<br /> � 145'-9516" � M �/ 6
<br /> _ _ _ _ B.O.D.AUTOCLAVE MEZZ � � � � � �p--� � ,
<br /> 132'-11" 131'-0' �/gX�g �- � B/BRACKET EL(VARIES)
<br /> � •
<br /> m� ooW
<br /> � MOVE UPPER BRACE TO I I � �� � z ( � B/TRELLIS(T/RACK)EL 124'-0"FROM A.75 TO C.70
<br /> BOTTOM OF RACK AND STRUT � � = W8X24 �z W8X18 3 -3 718 3'-7112" 6" EL 151'-4"FROM C.50 TO F.25 �
<br /> 0 COLUMN AT SIM CONDITION EL 125'-0"FROM F.00 TO J.75
<br /> 2'-6" 1 1"
<br /> H � � 20K VERT SHEAR
<br /> B.O.D.AUTOCLAVE MEZZ ; _ _ _ _ _ 0 1' 2' 3'
<br /> � � �
<br /> 132'-11" W8X24 I ���M ��,� � � RCEMENT� 12 SC E 1" = 1'-0" � r ♦
<br /> 0 1' 2' 3' 4'
<br /> I I I SCALE: 3/4" = 1'-0° RFS161-34 S439b �-- --- -�
<br /> SCALE: 3/4"= 1'-0" g� 12�
<br /> � 3'_0° 23'-2" 13'-1" � I�O RT� W�L L P I P E F�A�K 11 S ALE: 1/4"= 1'-0" 16' 24'
<br /> RA K I�R�FIL� � �
<br /> 3 CLIP TO TRUSS GUSSET SCALE: 1/4" = 1'-0" RFS161-10 S439b �� -'
<br /> I PLATE(10K NORTH-SOUTH ( I `--� SCALE: 1/8"= 1'-0"
<br /> SCALE: 1/8" = 1'-0" RF5161-24a S439b &2K EAST-WEST)
<br /> �� STRUCTURAL ENGINEER-OF-RECORD
<br /> �����, CMC CARY ENGINEERING
<br /> P.O. BOX 2525
<br /> ` .
<br /> ���� ����� L� � 1 O �,���0 GREENVILLE, SC 29602
<br /> www.brph.com Copyright o 2017 � � PHONE; 864-609-5340
<br /> SCALE: 1/8" = 1'-0" RFS161-24b S439b Architects, Engineers, Constructors FAX:864-609-5344
<br /> 19020 33rd Ave W,Suita 530 Stata of Wa;nington
<br /> Lynnwood,Washington,9303o C•rfificate of Autirori,ation
<br /> 425-921-3500 ��itectur2 No.003_35512
<br /> Engineering No.3137
<br /> CMCCE PROJECT#14-1061 �
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �'
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE '� �t
<br /> g N 1 N G T ACCEF'TABILITY DWD 03/08/16 �,
<br /> y�P oN THIS DESIGN AND/OR �HE�KEo AU TOC LAVE P I P E S U P PO RTS W2548317 L�. 03/08/16 0
<br /> 0 Issue For Construction DWD AKR 09/08115 RLP 03/08/16 SHEET
<br /> SPECIFICATION IS APPROVED C �
<br /> 1 REVISION-RELEASE 33 DWD AKR 12122115 � �
<br /> SCOM ANYSINC.I APPR�VED BY DEPT. DATE AKRINEER 03l08/16 TITLE Boeing 777X CWC BUILDING r�� �
<br /> 2 REVISION-RELEASE34 DWD AKR 01/15/16 S439b �EFERENCE �
<br /> N0.23204-OW3127 CHECKED O N LY N
<br /> 3 REVISION-RELEASE 37 DWD AKR 02/23l16 m B U I L D I N c� 4 0'�V � � ` ,
<br /> P�� o APPROVED
<br /> 4 REVISION-RELEASE 38 DWD AKR 03/08/16 F' �tiP�` A rover JOB N0. COMP N0. o
<br /> c�rF OF AUZN�`R APPROVED 40-58-S439b o
<br /> STRUCTURAL MASTER EVERETT, WA °WG"o. 40-58-S439b
<br />
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