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WALL OF <br /> OUTER , <br /> STEEL 1UE3E -1/2 <br /> 1"-- I -1 g II/4' <br /> 1 P LATE <br /> I 30' <br /> 4 <br /> \ I �j1I I/2'STEEL I I CAP PLATE I'v 30 O <br /> \ II 3/16'I\<'h'P. <br /> 3/16' <br /> 3/16'D\TYR PLUG WELD SLOT DETAIL <br /> I <br /> 3/16'D <br /> I 1 \TYF,. /STEEL CAP <br /> 3/16 <br /> I Zo <br /> I /(4)PLACES r PLATE . <br /> = "3/8'x1 1/4' EACH RING <br /> I 6'xb'xI/4'STEEL TUBE <br /> AL - - - - - - - - I A I <br /> I I 10'x10'x1/4'STEEL I <br /> TUBE I I \ <br /> \ N Il <br /> I <br /> ,\ I I I ! I U2'STEEL <br /> 1, I I RING PLATE,TYP. i <br /> L----I I J SECTION A-A <br /> ---N.--..„--..„--....---„--....--‘ MAXIMUM I/8'GAP TOLERANCE <br /> ® SPLICE DETAIL J REFERENCE <br /> BETWEEN THE RING PLATES OUTSIDE PLUGWELDS SHOWN FOR <br /> DIAMETER t THE INSIDE DIAMETER <br /> �' OF NE LOWER PIPE. <br /> . PROJECTS 15-0453 WATER TOYOTA .. . ..... 'BOTTOM BM&AREA RECTO PER -.. .._. 0.362 <br /> ......_ ._.... ._... ._....I <br /> -_.June 1,20151 <br /> IOESMN weir TOP SI®.AREA MODRIRFT'OF WOTH 0.132 <br /> OPAWIFA• 13132706•A '824-SWL: : .. <br /> NTDI.OAO 2250 PSF LON080TTOM STEEL ;ISEAR8°P: 5.000 <br /> WrO81EED 116 MPH maw IPATIISONSIGNOROIP I WECHITER FT • 1.043 <br /> •DO.1AN8 1 ' ETC2015 1113.441HAVEME ' SPAWNS; _ 10.000 7 N <br /> BJGO>ED2 OSA {EDM2JS70N,NB. AREA PRRBAR 0.310 '' In' <br /> .. _.__-_____. . ___ .._._.. f .______. ._.. <br /> -.. !BOTTOM STE$AREA RECTO FER FT OF MTH : 0,352 I <br /> SHAPE ' CENIROD TOTAL ! 80.8E 'ADJUSTED' !ARM PER Fr 0.372 3 <br /> ITEM n9GHT 7....WIDTH • FACTOR 09GIR AREA' FORCE MOMENT MOMENT CENTROID MOMENT' ESTFO.REGO 6.00D <br /> ......... .....e va.••. ...... o.. ...�• min. v •®. ... __. ..RAMER 'u 8.000 <br /> .181 __.... _.._ <br /> UPPER SIGN 13500 e.000 0.959 7.161 107.57578 2.337 10.734 1.1507ili 5.750 ft <br /> • <br /> LOWER BON 9.187 8.000 1.000 5.042 73.333 ! 3.991 40A95 5552050 04.767 <br /> • <br /> BASECOVES 1.333 8.333 1.000 0.733 I 11.178 4243 52.001 : 49.640 11.700 64.740 , ! MOB 5.000 ',. <br /> _.__ _ _ __.._...._... ....__..__- ..... ...__._ ... <br /> 9lSGM0E 0208 0.104 0.000 4343 ! 6a62! LON3 TOP ST®. ...... _...I f09AR BEE...._ ....._.4� ............... <br /> GH 24.000 meattroia FT 0.860 <br /> . SPAC243 12.000 w <br /> _.., _._______._ .._.._._ _.__... <br /> COLUMN GLCUATONS' (COWS P.PFEO.OTERTNILIBM .. -....AREA PER BAR 0200 .-_.IN <br /> DESIGN I .__' AVA6ABLE ' TOP STEEL AREA RE0131,91 FT OF WOTH 0.132 <br /> OOLLM4 '. COI.1A64' COLLMN' to 7 MO0.LIJO REQU FLIXLRAL ! !AREA PER FT 0200 T <br /> IBA WOm ! DEPTH WALL CO.U1N COUSIN massif Erna li TINY ERNC.rETYD 5.000 <br /> .__ . <br /> MASER FWD 5.000 <br /> UPPER SIGN e.aa° • e000 0.237 28.8 11.22 1e.734 2i.o9 osse IJ3401H also • n <br /> LOVER SON 10.000 10.000 0.233 1303 20.06 ' 40.495 65.02 0.715 :Slender WeCWr 20.225 <br /> BASE COVER 10.0013 I 10.000 0233 130.3 ' 28.08 64.740 65.02 0.M2 'Wender - EDGE 8.000 <br /> CROSS STEEL :MBAR SEE• 4.000 .. <br /> BO.TGLQAATIONS WEISHT FER FT 0.668 <br /> '-'--- SPACNG 13.000 N <br /> BOLT BOLTS/ TENSION BOLT ALLOW.'. ALLOWABLE ', LENGTH 4.500 11 <br /> ......REM MOMENT SPACN3 RATE ' BOLT CIAM... STRESS TENSION ... was.sari 8.538 <br /> ....... x .. me ....... ; .. ... .. .... . __. I ....MA ERREDD_.. .9.000 .._._... . <br /> BASER.. 53024 : 19.000.,_ 4.000 17.565 1.500 19.100 33.752 .I EWE 3.500 M ' <br /> • <br /> mow 51.108 <br /> RAIEGLCUA110N3 ....._.... ... N5_.. TOlAL0HT - 13e.090 <br /> I 'IFOULWTIO4W0JTH 5.000 ' ft <br /> ....ITEM Team 1 tiomr maw I HATE RATE RATE MM'3M iFOLTDATONLENGTH 9250 .......Il <br /> BOLT ARM RATE WOM EBTH 'MICK MOL ...... .._.;.____ ._....... <br /> • <br /> BASER.. 17365 i 8.571 115.424 13.642 24.000 1250 1.240 CAISON <br /> . 'MCAH4T FT-TOP I 55.624 P <br /> ANCHOR BOLT PROJECTOR ANCORB.9Bh84T... ANCHORBO.TMIA16,[iM : FORCE .... __._.__ .._. ,... ._--'4243 TOP <br /> • _._. <br /> 0,750 23.207. I 33.000. NCE BC 1807.3.26 TABLE1800.2 <br /> i..... 'N9E42.A.&I ASSU,ESOL WASS 64 SW SP SM SC.GM&GC ... <br /> _...._ __. _.. --. ! LATERAL BEAMS fRE56ME•PBFAROFOlTIH . 150.° '. P6PIFT <br /> SPAFADrOMPTON - 81 900.0 <br /> OMENTATGRACE 55.624 ..'.M COW 9.000 FT <br /> TOTAL FORCE I 4.243 kip _.- 'D&AETBi <br /> MIGHT 3.500 Fr. <br /> 011TOF BON! 2.085 _... ...... ... ._. <br /> 11P ! _ 13.109 FT <br /> SLAB YAOTH f 5.000 ♦ ft ! 3.152 Fr <br /> SLAB LENGTH 8250 n ....., CALCUATEDMTH a470 FT. <br /> sums aym ''1 3.250 IL _._.. MNALMTIO°bSS wnieurf+emme/err . 41.460 _..N... <br /> 'SUB WemR I 22.547 lip .... <br /> TOTAL WEOHT I 24.012 HP 'F ACTUALOARETFR 42.000 N. :. <br /> OVBCIURNNLi M0A8J7 89.415 <br /> _.._. ._.. ....... .......__.... .___........_. .._.. :.._. ..__.._.._.I._U.YD. . <br /> !FACTOR M SAFETY : 1.040 3 <br /> CONCRETE .207 CU.Y0. <br /> e•OTMWr .. 2.020 EXCAVATOR - 3207 CUYD. <br /> :LW-e 1.005 <br /> Bq.PRESSURE 2'INn(3-11R-e)'WO'TM ... 18/8 ' <br /> 'ODrS 1E 5.567. Ydr I <br /> • "EXCAVATOR 5.587 Yd1 <br /> MN.711CP:ESS W/O E09AR • <br /> 24.195 InsoRrlsrlre 17.75(.Tie 1z•wonq <br /> ACTUALTNOOSS 39.000..' In . <br /> NOTE All desIgna and Plane indicated on this drawing are the sole <br /> PfOD«'I°f"' Engineering,LLB'created!pacific*of �°meted LINK Engineeringten L.L.C. <br /> project.Use of these designs or plain for an impose other than i� � <br /> SION TYPE: the intended application shall be <br /> consent of LINK Engineering,LLC.Discllosure of any of the �L c�� 135 South Dosid Lone•Knoxville,Tennessee 37922 <br /> 824-SWL Information enclosed within,without consent of owner,Is a <br /> ix. Gzzz�L7•r Phone:(SSS)639-0001•Fax:(886)539-0861 <br /> violation of Intellectual property end anal not be toleratedOnline:www.ttnk•ngr.com <br /> CLIENT: ® _/_/_ -- -- SHT. BY: Project Number. <br /> .I PA7TISON ® -/-/- -- -- 3 HMA 15-0453 <br /> SIGN GROUP ®/1 /27/t8 REVISED SPLICE CONNECTION TRR IK OF DATE: Drawing Number. <br /> SB5 EUX:RIERE ROAD TORONTO.ONTARIO,CAN MIR 4Ee LA1 B/1/15 OF <br /> MATERWL SPEGIFlt:ATKN45 TRR DSA 3 05/22/15 61321706 <br /> REV. DATE DESCRIPTION BY: APR: <br />