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-. 2'-3" 2'-3" -- 2'-3„ <br /> 11 <br /> t II <br /> II ii <br /> i+ <br /> II II ITEM DESCRIPTION MTL QTY <br /> __-i 1 EXISTING PIPE <br /> II <br /> L -_;L__ __ --;L-- _ __JL --� 2 W12x26 CS A3 5 <br /> 11 <br /> F== _� ==qF- - `-9F-- -9F-- -- 3 PIPE SHOE-AAA TEC 5001 CS A36 8 <br /> L__ ��-- --�--- --JL - y --� 4 14"x14"x318"PLATE CS A36 8 <br /> 1 ((1----Lir-- <br /> T T -�// �' �'�,`\ � 5 3x3x1/4 ANGLE CS A36 16 <br /> 4" 1 O 1 6 EXISTING W14x311 <br /> ,` \ 7 C8x11.5 CS A36 16 <br /> � � cL <br /> 8 1 1/8"TIE ROD-AAA TEC FIG.400 CS A36 8 <br /> ij 12 4" 9 1 1/8"WASHER PLATE-AAA TEC FIG.509 CS A36 8 <br /> ' 3/16 V <TYP 10 1 1/8"HEAVY HEX NUT AAA TEC FIG,439 CS A36 16 I —F <br /> / r <br /> \\\ % © 3/16\ / 11 HEAVY CLAMP SIZE 6-AAA TEC FIG.575 CS A36 5 <br /> A Tr l > C TYP WITH 1 1/8"HANGER ROD UP TO S560 12 1/4V <br /> i� I i� .' Ii 3/16/ kr <br /> 3116 V <TYP <br /> � �� �L - JL <br /> TYP 1/4/ / / / L- T __;�__ - --; T- - ---� - - --_, 1/4V <TYP NOTES: 1 (--- O <br /> JL__ <br /> �J r <br /> I1 ,�h r- 7r --�r-- e <br /> DOUBLE HEAVY HEX NUT / L.. A �— 1-2„ - ® \ O 0 1 FOR CONSTRUCTIBILITY OF PLACING A BEAM IN-BETWEEN 2 OTHER BEAMS THE FOLLOWING PROCEDURE CAN BE USED: <br /> AAA TEC FIG.439 `, (1)ALL AROUND(OR AS FAR AS POSSIBLE FOR CHANNELS)WELD 1/4"FILLET ON ONE SIDE OF THE BEAM AND <br /> SECTION: -A <br /> 12 (2)ON OTHER SIDE OF BEAM USE 3"X3"X1/4"CLIP FOR FIT-UP,ALL-AROUND WELD 1/4"CLIP ON BOTH BEAMS. <br /> SCALE 1 : 12 TYP FOR ALL CONNECTIONS O --4C \ /rY <br /> 2 <O \ <br /> / } 1/4,7 <br /> TYP 1/4V 1/4"VENT HOLE(TYP) /,I �� 3 <br /> f <br /> DETAIL 3 <br /> PIPE SUPPORT(PLAN VIEW) <br /> OSCALE 1"=1'-0" <br /> ITEM DESCRIPTION MTL QTY <br /> 1 EXISTING PIPE - - <br /> 2 TRUNION-8"STD.WT. CS A36 2 <br /> DETAIL 1 3 3 BOLT PIPE CLAMP AAA TEC FIG.733 CS A36 2 <br /> PIPE SUPPORT(PLAN VIEW) r i <br /> SCALE 1"=1'-0" M540a S560-11 <br /> O <br /> TYP> 3/16V <br /> 2'-3" 2'-3" ... 2'-3" <br /> SEE DETAIL 2 ON SHEET S560-9 O H -- <br /> 7 w T <br /> 1 \ uY " TT r 1r <br /> T j J_ • 0 .6:-. - <br /> i, <br /> r T T l �� 1111I <br /> 1 1 _ 3/16�/ �P <br /> F �) \--"-*IL O �I!_� TYP 3/16 Pr <br /> 400 ITEM DESCRIPTION MTL QTY <br /> TYP 1 W4x13 CS A36 1 I <br /> 3/16V / 2 EXISTING NPS 12 PIPE <br /> - - <br /> 4 5 <br /> O 3 W8x15 CS A36 2 <br /> T 1 T -7.! <br /> I / O 4 NPS 12 PIPE SHOE AAA TEC 5001 CS A36 8 CONNECTION TO NORTH WALL <br /> —P2 \--- l 1 15 3x3x1/4 ANGLE CS A36 18 COORDINATED BY OTHERS <br /> _ill_ .I. JL <br /> 4 O 6 EXISTING W14x22 - <br /> j1 ' <br /> I 7 3x3x1/4 ANGLE CS A36 1 <br /> L —I Al 1— 8 W4x13 CS A36 1 <br /> 1 1 6., 9 3x3x1/4 ANGLE CS A36 2 0 <br /> TYP> 3/16/ ID NOTES: <br /> 1 FOR CONSTRUCTIBILITY OF PLACING A BEAM IN-BETWEEN 2 OTHER BEAMS THE FOLLOWING PROCEDURE CAN BE USED: <br /> O N (1)ALL-AROUND WELD 1/4"FILLET ON ONE SIDE OF THE BEAM AND DETAIL 4 <br /> (2)ON OTHER SIDE OF BEAM USE 3'X3"X1/4°CLIP FOR FIT-UP,ALL-AROUND WELD 1/4"CLIP ON BOTH BEAMS. PIPE SUPPORT(VIEW LOOKING EAST) 4 <br /> TYP FOR ALL CONNECTIONS SCALE 1" 1'0" M540a S560-11 <br /> 2 ITEM 7 IS DUPLICATED IN ON SHEET S560-9. 0 <br /> 0' 6" 1' 2' 3' <br /> mmwommom <br /> DETAIL 2 <br /> PIPE SUPPORT(PLAN VIEW) <br /> SCALE 1"=1'-0" M539a S560-11 <br /> I <br /> www.brph.com Copyright ©2018 <br /> Becht Engineering Co., Inc. BECHT <br /> 20 Church Street(PO Box 300) E"G'"EER'"G Architects Engineers Inc. <br /> Liberty Corner, New Jersey 07938 State of Washington <br /> Phone: (908)580-1119 19020 33rd Ave W,Suite 530 Certificate of Authorization <br /> Fax: (908)394-1260 Lynnwood,Washington,98036 Architecture No.603235512 <br /> Website:www.becht.com 425-921-3500 Engineering No.3137 oo <br /> DRAWN DATE SUBTITLE <br /> CURRENT REVISION SYMBOL 1 DATE — <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY GE 06/12/18 AUTOCLAVE PIPING SUPPORTS W254831 7 06/12/18 0 <br /> THIS DESIGN AND/OR CHECKED <br /> 0 ISSUE FOR CONSTRUCTION GE TM 12/01/15 SPECIFICATION IS APPROVED NW 06/12/18 SHEET <br /> ENGINEER TITLE BOEING 777X CWC BUILDING S560- 1 I 0 <br /> 1 REVISION - RELEASE 92 (AC2 - IFC) GE NW 06/12/18 �0EVA <br /> 0 ® APPROVED BY DEPT. DATE GE 06/12/18 <br /> CHECKED Q <br /> APPROVED BUILDING 40-058 JOB NO. COMP NO. W <br /> LU <br /> APPROVED DWG NO. <br /> STRUCTURAL MASTER EVERETT, WA 40-58-S560- 1 1 <br />