3003 W CASINO RD BLDG 45-63 2019-07-16

_*• GUSSETS WHEN REQUIRED BY DESIGN "*" GUSSETS WHEN REQUIRED BY DESIGN ► "*"GUSSETS WHEN REQUIRED BY DESIGN 'STITCH OR ► •*" GUSSETS WHEN REQUIRED BY DESIGN TYP 1 1/2" - 3(10 GA. WEB) CJP V k OR •► _ ALTERNATE 2- B (3/16 & 1/4 WEB) �i r r TT' • BCLTINC 4- 8 (5/16 - 1/2 WEB) ,�r / i / — PLATE ` �411111 � —'_'.� \ �Ih . 'feROUT I r //;Illi OUT • • _ :� i i OUT i P ALTERNATE �I BOLTING ` TYP ► _► O R ALTERNATEPLATEF P BOLTING ORf ALTERNATE PLATE ! !ROWS ALTERNATE ALTERNATE P _' : iIRNWS _--80LTI NG _III OR \ ► ` r PLATE l!Ili\ BOLTING TNG ��-� I► e ■1 CJP \� \ _—_— 11 •LATE -- \\I`I l:.. _ ROWS/M I__�_� F Lu... oR ; ��` i roPR COP r I � \ \/ RAFTER RIDGE ROWS OUT 4' JH i i I PSTITCH II 1/z" - 3 (10 GA WEB) STITCH ' —r--11 / 2- 5(3/16 to 1/4 WEB) OR ► 1 i/2" - 3(10 GA. WEB) CJP / 4- B 5 16 - 1 2 WEB) ALTERNATE CAP \ I� 2- 5 (3/16 $ 1/2 WEB) \S� � ( / / ) 4 - B (5/1B - 1/2 WEB) / I BOL PLATE ay.w216/12/14!rev.in m REV.wsm 9 .Incr.r0.02 ,mr.w2rn ] Incr.RD. ,car.wR91 ] . ,car.no.m HAUNCH / COLUMN CONNECTION ^^ LOW SIDE HAUNCH CONNECTION ^^•I HIGH SIDE CONNECTION ^^ I BOLTED RAFTER SPLICE CONNECTIONS TOP BOLTED WELD STD. FACE BOLTED WELD STD_ BOLTED WELD STD. WELD STD. r STITCH 1 1/2• - .3(10 GA. WEB) COLUMN (CX-) OR (ICX-) OL.UMNTCX- OR PCX- 2- 5 3/18 1/4 WEB ( ) ( ) & 4- 8 (5/1B - 1/2 WEB) CJp I CP I III FLANGE CHANGE ..,IF — — . I I 1NNEECIION I I TUBE OR PIPE COLUMN FF. (5.w.) r 11 RANDOM SHOP SPLICE r r , 11101,I I J. CJP BASE PLATE I I . - BASE PLATE CJP L DESIGN MEMBER DEPTH 1 "`".-"m"i'')Rev."am FRAME CONNECTION AT INTERIOR COLUMN '"-°"'"/"^' I'm"m TYPICAL BASE PLATE CONNECTION ""-""'E'/1'^'IR,."°m TYPICAL BASE PLATE CONNECTION rev. war, '/"^'162 ""a" VARIOUS RANDOM SHOP SPLICE WELD STD. BASE PLATE TO COLUMN WELD STD. BASE PLATE TO COLUMN WELD STD_ SHOP SPLICE WELD STD. MNIMJM FILLET WELD FLUSH - UNSTIFFENED LANCE PLATEGENERAL NOTES: The Table below shows Code minimum veld•far AISC&CSA/WGENERAL NOTES:: If weld shown m Engtneerfig Weld Standard or on fabrication J0000 0 00 a° a ° 0 0 0 0 0 O o a 0 0 0 0 doanlents are less than these. then the weld size shown below THE FILLET WELD SHALL BE CONTINUOUSLY 00 00 00 rs to be used,booed on the materiel thickness being bines SUBMERGED ARC WELDED ONE SIDE OF THE 1. SEE FRAME CROSS SECTION FOR BOLTING PLATE 0 0 a ° a 0 ABC TABLE J2.4&AWSD1.1 LB WEB TO BOTH FLANGES AS ILLUSTRATED. a ° a D MINIMUM CMAW FILLET WELD SIZE THE MINIMUM FILLET WELD SIZE SHALL BE THICKNESS AND NUMBER OF ROWS OUT AND IN. - _ - _ _ _ — M#ni 51� 11 W® PLATE� TAKEN FROM TABLE BELOW. 11 12 13 14 51 52 53 54 Best Metal Thickness(T1* a yk in. rnrn in. mm 2. MIN. BOLTING PLATE WIDTH = FLANGE SIZE (6" EXTENDED- UNSTIFFENED st/a r<6 1/8 3 MIN.) — `�° °oi4'.4., eD 0 0 0 0 D o a a o D e a T 1/4< T<_1/2 T S 72 3/10 5 ' MIN. O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1/2<T<_3/4 12<T <20 1/4 6 MM14a1F51ETve.osms(treA.a6NAGNetE70W1 inwwi.l-T+,eti=a6T 3. SIZE OF WELDS UNLESS NOTED ARE BASED ON D ° a ° ° ° ° a a D a is 3/4.<T 20<T 5/16 a RANCE1NtleEs9 MATERIAL THICKNESS • T = Thickness of the thinner part).,ed(USA,CANADA&MEXICO) swoon sop 1/4' city 3/C 1/7 6/E' 3/4' r i yr 11/e tIC °"fl1 31 32 33 71 72 73 Assumes IOW hydrogen welding process using GAAW filler metol u,,, dace ER70-3(E}-CORA 20 03)or SAW filler motel clam F7A0- MA 1/9' 1/r 1/6' 1/r 1/6' fir 1/r 1/6• 1/e yr 1/r EXTENDED - STIFFENED (GUSSET) 0413K (F4BA2-FM13K). act 1/r 1X 1/r 1/r 1/r tie 1/Br t/r 1/r yr yr ——— FILLET WELD ASSEMBLY (AWS 01.1-06 Sec 5.22.1) s/Ir 1/r 1/r 1/r yr tic 1/3' 1/r 1/6' 3/16' 3/le' 3/16' eoe o 0o e o e o e O e e e 0 0 e Cape In parte to be Joined by fillet welds may have a 1/C yryr 1/r 1/r 1/6• lie- 1/r 5110• MC' 5/16' 3/16• 0 00 D 0 D 0 0 0 0 0 0 0 0 0 0 0 0 tiara 0f,L1/16•With no adjustment In weld size, 6/1r 1/r I/r Silt 3/tr 5/16' 3/tr 3/1r 3/16' 3/16' 5/Ie' 3/16' 0 o o D o a 0 a 0 0 3/6" 1X 1/r0 ant she: silt atm" a/IB' sAs." me' a/tn' Gaps>1/16"but «3/16", fillet weld by must be increased 1/1• 1/21. 1/e' silt s/ir silo' 3/1v" 2/1e' s/,s' s/112' s/,O' 1/10' ..--*-.......—...—...—....— _ by the amount of the root opening. 0/r 1/r I/O" 3/1r 2/15" 3144' t/f i/t' 1H' 1/r' 1/4• 1/4' 41 42 43 81 82 B3 Gaps>3/16', corrective*01<Te required to bring parts 2 3/4' yr 1/r 3/tr s/D' Me' 1/4" I/4' 6/10' 6^Ir 6/1r brie• Minimum bolt spacing Is 3" U.N.O. rite acceptable contact. SEE'BOLTED END-PLATE CONNECTION' SECTION OF DESIGN CALCULATION FOR PLATE ID ,ear.D"R•/'!^'Iwo,"em GENERAL WELD REQUIREMENTS RE"'°"".2/"^' 1"`w-"m TYPICAL NOTES 'e"'WM./arm I'er..ea.01 RV.2412224/13/14 IRV.R6m WELD STD. TYPICAL SECTION THRU BUILT-UP MEMBERS GENERAL NOTES BOLTED END-PLATE CONNECTION LAYOUT PL.LEN `' W A lir- O. S1/ 9fl •� ,`�. j� yc 4 FOR CONSTRUCTION • I m, O THE VP ENGINEER'S SEAL APPLIES ONLY IVIS DRAWING,INCLUDING 1 HE INFORMAHON HEREON,REMAINS THE PROPER FY OF VP Buildings Z X TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED 9 DESIGN AND PERFORMANCE IN NE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 PRIMARY CONNECTION DETAILS REQUIREMENTS SPECIFIED BY VP. THE OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP • •0 VP ENGINEER'S SEAL DOES NOT APPLY BUILDINGS. REV DATE BY DescRET 'ULCER Commercial Design Consultants 15-022921-01 O TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 2/18/2016 DW FINAL DRAWINGS cusTEKIERBceln Shared Services 47349 , � EC- ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WIN THIS tocAnclu g DATE 2/18/2016 Everett.Washington VP BUILDINGS V.` �j'TE FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS .,,,R„ „ DRAMWHECK /0 NA L - DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROTECT Boeing Glycol Load/Unload Canopy DWM COP REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. TUIDET'SPEM PA NTS 15-1208 vpevEnsiou 2015.2c G 2/18/2016 12:49:42 RENAME Boeing Glycol Load and Unload Canopy 8°'"siono1B1�snPe BaWI 9s N°NiAmenca,h 2/26/2016