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2'6" EXISTING BEAM APV <br /> _ `\\ \\\ 41 N114 C TOPIPEEAM <br /> 068\ „ <br /> • <br /> t EXISTING BEAM �J <br /> z <br /> 'T . <br /> I <br /> O w <br /> ill% <br /> w <br /> O i <br /> w <br /> (11144fr <br /> IIAL I <br /> �114 / <br /> 1/4 <\ <br /> TYP > \ .---- / <br /> o TYP <br /> � I <br /> („ MCCWS O \ I,z I <br /> w <br /> ,:1,4-,c5T \ <br /> EXISTING BEAM <br /> 4 Y <br /> o �i\ <br /> �/ <br /> I <br /> I <br /> I <br /> t 'tom,', i-0 <br /> '\�� MELD VERIFY DIMENSOOI' <br /> 032„ <br /> ITEM DESCRIPTION MTL QTY <br /> SEE"METHODS AND CRITERIA FOR AUTOCLAVE#2 PIPE <br /> L J <br /> 1 STRESS ANALYSIS"SECTION 10.2.4 FOR HANGER PARTS CS - <br /> ITEM DESCRIPTION MTL QTY <br /> 1 W4X13 CS 1 <br /> 2 ANVIL FIG.82 TYPE F SIZE 2 <br /> PS-E 1 PS-F ( 2 <br /> SCALE: 3/4"= 1'-0" 1 M60-2 9a S560 22 <br /> SCALE: 1"= 1'-0" 1 N210-34 S560-22 <br /> EXISTING BEAM 114\ <br /> > <TYP EXISTING BEAM <br /> 114/// <br /> EXISTING BEAM EXISTING BEAM <br /> 00 0 , / 0 <br /> A fil 1� <br /> EXISTING BEAM � <br /> TYP\ 11414> !Ilji_I <br /> > 1 II <br /> I I Si <br /> 1 I <br /> N3/8 1 1, ITEM DESCRIPTION MTL QTY <br /> I I <br /> O i �l. 1 24 NPS XS PIPE CS 1 \ <br /> O i i 2 24 NPS XS ELBOW CS 1 41114% <br /> O TYP va 3 3/4"THK PLATE CUT PER DETAIL CS 1 . I/ ' <br /> va> 4 2" ANVIL FIG 299,FORGED STEEL CLEVIS WITH PIN CS 1 <br /> SECTION A-A I <br /> 5 2"-4,5 UNC HEX NUT CS 1 <br /> LL 0 6 2",ANVIL FIG 140,MACHINE THREADED RODS,FILED FIT LENGTH CS 1 <br /> o <br /> 0 � 7 2",FIG 290,WELDLESS EYE NUT CS 1 <br /> 8 2",ANVIL FIG 66,WELDED BEAM ATTACHMENT CS 1 \ <br /> 9 W8X24 CS 1 <br /> / <br /> 0 10 2-3/8 X 5-11TE <br /> /2 X 1/4 PLATE CS 2 gi <br /> llk,.. <br /> 4 11 2-3/8 X CS 2 A <br /> ri.,..._______________ <br /> O <br /> ,___ <br /> _ 318 <br /> II g: <br /> © .-44„� <br /> -► 3" + R3" <br /> II <br /> „� <br /> 2 <br /> I <br /> O 021„ CE <br /> m o <br /> m <br /> R1" <br /> 0'6" 1 ' 2' 3' <br /> 3I8V 0 17` ill �- <br /> 1 XPANSION CUTOUT CENTER ON PIPE WELD /8++ = 1 +—0" <br /> -"2 <br /> r I` 6'-t1 4„ _ <br /> a <br /> c- FIELD VERIFY DIMENSION 0' 6" 1 ' 2' 3' <br /> i i t_ R4'-0" <br /> , I <br /> I , <br /> -i- I 1 <br /> \\ \ <br /> I 1 <br /> II <br /> I I <br /> • I / FIT TO PIPE CURVE <br /> 11 <br /> i i 8" <br /> PSG 3 ~28„_; <br /> 3 •—28 —. www.brph.com Copyright ©2018 <br /> SCALE: 3/8"= 1'-0" 1 M210-29a S56 -22 Becht Engineering Co.,Inc. BECHT <br /> � 22 Church Street(PO Box 300) ENGINEEEF!NG� Architects Engineers Inc. <br /> Liberty Corner, New Jersey 07938i' / 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 <br /> Engineering No.3137 <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL 0 DATE 2 8 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY EF 06/12/18 <br /> THIS DESIGN AND/OR CHECKED AUTOCLAVE PIPING SUPPORTS W2548317 06/ / <br /> 0 ISSUE FOR CONSTRUCTION NW NW 06/12/18 SPECIFICATION IS APPROVED NW 06/12/18 SHEET oo <br /> ENGINEER TITLE BOEING 777X CWC BUILDING N <br /> 41747EAOrAlle ® <br /> APPROVED BY DEPT. DATE NW 06/12/18 S560-22 \ <br /> CHECKED d <br /> APPROVED BUILDING 40-5 FQ V JOB NO. COMP NO. <br /> x <br /> APPROVED DWG NO. <br /> I STRUCTURAL MASTER EVERETT, WA 40-58-S560-22 <br />