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*" GUSSETS WHEN REQUIRED BY DESIGN "*"GUSSETS WHEN REQUIRED BY DESIGN
<br /> "*"GUSSETS WHEN REQUIRED BY DESIGN ,511TO1 OR k "*" GUSSETS WHEN REQUIRED BY DESIGN TYP ,
<br /> 1 1/2" - 3(10 GA. WEB) CJP r ; OR TYP
<br /> ALTERNATE 2- 5(3/15 & 1/4 WEB) ��� _ — -
<br /> ji BOLTING 4- 8(5/16 - 1/2 W®) A-
<br /> \ / \ / N s -�-_._
<br /> PLATEI. -. ---�-.
<br /> ■ _ _II; / 1 4:,-------_____"11.7,_,,,,,y1 111.
<br /> ROUT i G
<br /> r 7:2,
<br /> / .Q ,"
<br /> ■
<br /> ' OU : OUT
<br /> ALTERNATE
<br /> r BOLTING �� .T,�
<br /> OP ALTERNATE PLATE OR , III � ROWS
<br /> \ ► ABIX.TIN TE PLATE ; 'ROWS ALTERNATE C,P I_ 1�� iINS INa iiCR ► ` I 1. ,\N BOOLLflNG� BOLTING I '� i 1�"— �_ -.
<br /> CJP \� __— PLATE -�I— _ LATE PIAT -_ __ II .-.,_. _------
<br /> \) II - A Rows/(N I__---- 1) I 911111101: 4I` .i r CP cIP -/ I , \� / RAFTERalliii
<br /> RIDGE
<br /> '�l - - STiCNIaces our' `I \JP _ _ ' S11TCH c \ �2 1/5(3/16 R,�4 )OR ► N.
<br /> 1 1/2" - 3(1D GA. WEB) CJP di.
<br /> , / 4- 8(5/18 - 1/2 NEB) - �� 0ALTERNATE
<br /> CR , \�I� 2- 5 (3/76 ffi 1/4 NEN) \�� Nu_
<br /> 4- 8 (5/18 - 1/2WBS) / ...... pi/BOLTINGTE
<br /> rev.Da1001/13/14 IREV.Ram ..,DAmei/,3/14 IRN.n0.m Rn.DA1Car/13/14 Ileo.RDD? ICY.amR/13/14 1"".Ram
<br /> HAUNCH / COLUMN CONNECTION LOW SIDE HAUNCH CONNECTION HIGH SIDE CONNECTION BOLTED RAFTER SPLICE CONNECTIONS
<br /> TOP BOLTED WELD STD. FACE BOLTED WELD SID. BOLTED WELD STD. WELD STD.
<br /> rSTITCH
<br /> t i/2" - 3(10 GA. WEB) COLUMN (CX-) OR (ICX-) OWMN (TCX-) OR (PCX-)
<br /> 2- 5 3/16& 1/4 we
<br /> 4- 85/18 - 1/2 WEB) CJP
<br /> I I #I FLANGE CHANGE
<br /> 411,
<br /> — — - I I uCON�GTION
<br /> I I TUBE OR PIPE COLUMN
<br /> FF. (S.W.) ,
<br /> I
<br /> I 11
<br /> I
<br /> RANDOM SHOP SPLICE
<br /> I , _ I I CJP
<br /> 15E PLACE I I BASE PLATE
<br /> TYP. I
<br /> •ii
<br /> 111
<br /> I. DESIGN MEMBER DEPTH'I I CJP
<br /> ma`°a'D°r"n1he`'•nan FRAME CONNECTION AT INTERIOR COLUMN "C1''°Alb'i3l211``"rn TYPICAL BASE PLATE CONNECTION iev.ass 1/n/13Hes IID.Cr TYPICAL BASE PLATE CONNECTION net.DA1r,3/v/wINN.maa VARIOUS RANDOM SHOP SPLICE
<br /> WELD STD. BASE PLATE TO COLUMN WELD STD. BASE PLATE TO COLUMN WELD STD. SHOP SPLICE WELD STD.
<br /> MNIMUM FILLET/4113 FLUSH - UNSTIFFENED
<br /> LANGE PLATE
<br /> The Table below shows Code minimum wide far AISC&CSA/W59. GENERAL NOTES: GENERAL NOTES:
<br /> If odd shown on Engineering th Weld Standard or el fabricationor o 0 o 0 D a 0 0 a P 0 o a o 0
<br /> dewments are less than these, than the weld alts ehawn belay THE FILLET WELD SHALL BE CONTINUOUSLY 0
<br /> o 0 e 0 o 00
<br /> 0 0
<br /> is to be used.Dosed on tee material thickness being Joined. SUBMERGED ARC WELDED ONE SIDE OF THE 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE 0 a a D D D a a
<br /> ALSO TABLE J2.4&AWS01.1 5.8 �_ PLATE WEB TO BOTH FLANGES AS ILLUSTRATED.
<br /> MINIMUM CMAW FILLET MELD SIZE
<br /> ,, 5Iz THE MINIMUM FILLET WELD SZE SHALL BE THICKNESS AND NUMBER OF ROWS OUT AND IN. ° ° _ _°
<br /> Baer Metal Thickness(T1" of FRI Weld TAKEN FROM TABLE BELOW. 11 12 13 14 51 5Z ~53 Y '54
<br /> T
<br /> in. rnm in. mm
<br /> 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (6" EXTENDED- UNSTIFFENtD
<br /> TSI/4 T<8 1/8 3 MIN.)
<br /> a P 0000 0000 0500
<br /> i/4<I<_1/2 T$12 3/16 5 MIN.
<br /> b b 0 0 0 o 0 0 0 0 O.0 0 0
<br /> 1/2<T<_3/4- 12<1<20 1/4 6 NMMD2
<br /> Es VELD s5(uaw.Deem eNENrp)tawwl.l-mate Del 3. SIZE OF WELDS UNLESS NOTED ARE BASED ON im ii ° D 0 0 0 0
<br /> a D O O
<br /> 3/4<r 20<.r 5/16 a RAMIE ee TwN MATERIAL THICKNESS
<br /> •1= Thickneea of the thinner pert jeered(USA,CANADA&MEXICO) m m 3..e 1/4• 0/W s/D' 1/2• e/a• e/r r ,Vit Ito" 1 iie 31 32 33 71 72 73
<br /> Assumes low hydrogen welding process using GMAW filler metal
<br /> doss ER70-3(11-049A 2C 03)ar SAW filler motel close F7A0- 1994 1/a' 1f 1/e• 1/s' 1/D' 1/r 1/e 1/s• 1/s' i/s 1/r - EXTENDED -STIFFENED (GUSSET)
<br /> EM13K(F48A2-FM73K). nu t/f 1/0" 1/5- 1/0" 1/C 1/e" 1/V 1/s• 1/E 1/*" I/C
<br /> FILLET WELD ASSEIBLY (AWS 01,1-08 540 5,22.1) 3/15- 1/f 1/r lir 1/f _ 1/s' i/r 1/T 1/D• me me 3/lo• F(a 000 o
<br /> 0 D 0 D 0 D
<br /> Cape to pate to be lathed by fillet welds may haus a
<br /> 1/e //e• 1/r 1/r inr //r Tnr 1/e" ane• ens• ens' ane•
<br /> gen of<l/16'with no adjustment In were e1Ze. Mr1/r 1/r 3/111- 3/1r 3/1r3/ir 1/18" 3/ir 3nr. 3nr 3/te• a n ° a
<br /> 11 il ill
<br /> Vs' 1/r 1/5" 3/10" our me ane she 3,111M. Min
<br /> she. Me" e' b 0
<br /> Gaps>1/16"but</76",fillet weld leg must be increased 1/T 1/r 1/s" 3/1e" 3/,r a/,R• 3/15- 3/ter 3/m' s/re• e/,e• 3/1e•
<br /> by the amount of the root opening e/D• 1/f 1/0" 1/10" 3/10' OW 1/4" I/4 1/4" 1/e 1/4" 1/4"
<br /> 41 42 43 81 82 83
<br /> Gape>3/16", Corrective work re recurred to bring parts i vs. 1/f 1/7' 3/ur 3/15" Wm' 1/F 1/4• Dns• 5/18" Dnr one. Minimum bolt spacing Is 3" C.W.O.
<br /> into acceptable contact. SEE"BOLTED END-PLATE CONNECTION"SECTION OF DESIGN CALCULATION FOR PLATE ID
<br /> les am 0/1an1 Inv.Ra m GENERAL WELD REQUIREMENTS Rc.°ATC=ra/rD Innt to.In TYPICAL NOTES r"'•...1/17/1311er'RD CO ,N.nA1!S4/13/t"IICV,Ram
<br /> WELD STD. TYPICAL. SECTION THRU BUILT-UP MEMBERS
<br /> GENERAL NOTES BOLTED END-PLATE CONNECTION LAYOUT
<br /> - o WA�iv/ .� FOR CONSTRUCTION
<br /> 0 ..t. �•A THE VP ENGINEERS SEAL APPLIES ONLY I HIS UHAWING,INL.LUUING I HE INI•UHMAI ION HEREON,HEMAINS I HE PHUPEH I Y UF
<br /> �r f 0 TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings
<br /> It .. = >4 DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 MRD5O DRAWING
<br /> REQUIREMENTS SPECIFIED BY VP. THE OR USED FOR ANY OTHER PURPOSE WfHOUT PRIOR WRITTEN APPROVAL OF VP
<br /> '0BUILDINGS. REV DATE BY DESCRFIRN: BULDER JCed
<br /> ,n VP ENGINEERS SEAL DOES NOT APPLY Commercial Design Consultants 15-023031
<br /> $ f�� TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 02/22/2016-SHV FINAL DRAWINGS cusroMERgoeing Commeraal Airplane Group 15-
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<br /> Q i*�: • t9 V ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS - LocnnoR � 3/28/2015
<br /> .A **at=TE. FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS Everett,Washington VP BUILDINGS DRAWNJCHECK
<br /> - nflW'r *'` DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, 'ECT Boeing Skydrol Mule Storage VAICOPRUDEN
<br /> S COP
<br /> ONA 1.- REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS ""ER's"5 15-1208 VPC VERs : 2015.2c PA to i,a
<br /> 2(22/2016 7:58:48 FLERBME:Boeing Skydrol Mule Storage a dims=orBn ao-�e���s NorthAn encs,Inc
<br /> .
<br /> 2/25/2016
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