b'FEATUREmodelled extensively and connections for eachandSupply(DivisionofRusselMetals).Thesteelwascoatedwithahighperformance ofthecomponentsdevelopedtoresistanyassembled pipe sections are 3D in nature andzincrichpaintsystemtoaddresscorrosion contemplated applied loads, including thosewere sub-assembled by M&G Steel (Divisionprotectionforyearstocome.Subsequently, during construction from the foundation to theofTAGGIndustries)inOakvillebytalentedSteveRichardsandtheinnovativepeople highest point on top. The modelling providedfitters and welders who relied on old schoolatStreamlinerappliedthestainlesssteel CNC digital files which were used to ensuretechniques to lay out and set datum lines (withskinaftercrushingitinacustomdesigned accuracyandtoguideroboticequipment.the occasional help of a Robotic Total Stationhydraulicpresstoachievetheuniquefolds Nothing was square on this project. All but oneradio controlled survey tool to verify controlandnever-to-be-repeatedconfiguration.In of the end cuts were beveled so precision skewpoints).ThevarioussegmentswereshopRon Arads own words,the secret of making cutting the 24 pipe required the large plasmapreassembled to ensure fit in the field prior tothings different is to try to make them exactly cutting equipment and skills of Comco Pipeshipping to Streamliner Fabrication. The barethesame.Thediameteroftheassembly EL: 26645 EL: 21117 SPLICE POINTPL32x790 " HOLES 1 930 C 2600 C 483 GENERAL NOTES: hers+ (4) -11/16 L L Anchor Bolts:B B FOR LIFTING SPIRE B SPIRE A suppliedset by: by: OtthersPL32x790 Levelling Plates: OEL: 25529 EL: 21869 SPLICE POINT 1042 1 2144 36211 + (4) -11/16 " HOLES PL19x588 suppliedset by: by: N//AAFOR LIFTING NStructural Steel: M&2164 1 suppliedset by: by: M&GGSStteeleelLtLtd.d.PL19x588 968 2653 perCISC Code of Standard Practice, 7th editionConnection Design: per CAN/CSA- S16-14PIPE6003660 SCH20 (UPPER SECTION) 2618 1 PIPE6005528 SCH20 (UPPER SECTION) L Steel Grades: P lates. AA53, Grade B2-PL76x203 19 SHAPED PLATE C Pipes. GS40.TM21-300W2-PL76x203 PL19x588 1220 1241 2237 PIPE6003478 SCH20 Bolts:1Anchor bolts: By Others1 SPLICE PLATE 19 SHAPED PLATE INTERMEDIATE SPLICE 1 Structural: 1" Dia. ASTM A325 (Galv) based on bearing values1 PL32x790 CB6 CB6 1 SPLICE PLATE PL25x660 1 1 Pretension allstwitructh Sural16. 1bolt requirements using thes. \'turn of nut\' methodin accordance+(16)1" Dia.A325G PL32x790 All bolts to be hot dip galvanizedCA5 +(16)1" Dia.A325G CA5 Welds: ConfW591082 1 19 SHAPED PLATE PL19x588 Electormrode t oclassif CSAicat StandardionE49xxPIPE6002444 SCH20 (UPPER SECTION) 1362 1PL19x588 Clean & Paint:2-PL76x203 19 SHAPED PLATE 2-PL76x203 Lower Sections:EL: 19425 SPLICE POINTPL19x588 1) Clean all surf: acesZincrichto S APmercoat668HS 3-5 mils DFTCB5 3)PToprimer Coat* No:Etoppoxy coat Amerlock on faying 24-6surf acesmils DFT *2)Coat(UPPER SECTION)CB5 Upper Sections:1 PL19x566 SPLICE PLATE 1) Clean all surfaces to SP6EL: 16745 1366 1314 PL32x790 2)2 4-6 mils DFT *EL: 17639 SPLICE POINT+(16)1" Dia.A325G CA4 PL19x588 3)TPoprimer Coat Coat: Epoxy: Epoxy Amerlock Amerlock 2 4-6 mils DFT *SPLICE POINT SPLICE POINT PIPE6002680 SCH40 (UPPER SECTION) CB3 CB3CA44012 * Faying Surfaces:rich Amercoat 68HS 3-5 mils DFT19 SHAPED PLATE 2-PL76x203 Field: (no top coatinc )Primer-ZPL19x566 1 SPLICE PLATE SECTION BTouch up onlyCB4CB4PL32x790(LOWER SECTION) 1368 5004 559 3338 1781 1780 2915 2237 3280 2068 600 4403 2526 2526 PIPE6005948 SCH80 (LOWER SECTION)SPLICE PLATE +(16)1" Dia.A325GPL32x790PIPE6004763 SCH40 (UPPER SECTION)+(16)1" Dia.A325GCLINTERMEDIATE SPLICEINTERMEDIATE SPLICE PL660x25x720 (ELLIPTICAL)PL25x680PIPE6006063 SCH40 (UPPER SECTION) EL: 12876 SPLICE POINT 25 MIN.CA3 CA3ERECTOR NOTE: PIPE600 25 PLATEALIGN POP MARKS ON THE 25 MIN.SPLICE PLATE SIDES OF EACH SPLICE PLATE PIPE600INTERMEDIATE SPLICE SPLICE PLATE PL32x790EL: 10682PL25x680 PL32x790 +(16)1" Dia.A325G+(16)1" Dia.A325G SPLICE PLATEPL32x790TYPICAL BOLTED SPLICE CONNECTION TYPICAL INTERMEDIATE SPLICE CONN.PIPE6006928 SCH60 (UPPER SECTION)INTERMEDIATE SPLICEPL25x680PIPE6005119 SCH60 (UPPER SECTION)INTERMEDIATE SPLICE BUILDING SIDEPL25x680C CSPLICE PLATE L 2600 LPL32x790 SPLICE PLATE "MARK"CB2 CA2 +(20)1" Dia.A325G CA2 EL: 5948 SPLICE POINT (2)HA1 (2)HA1+(20)1" Dia.A325G PL32x790 "MARK"EL: 5563 SPLICE POINT CB2 PL127x13x127 PL127x13x127(WASHER PLATE) (WASHER PLATE) 62 ABOVE&BELOW ABOVE&BELOWINTERMEDIATE SPLICEINTERMEDIATE SPLICE PL25x680PL25x680 CL X XR=407 62 R=407PIPE6005563 SCH8045 (TYP) 45 (TYP)INTERMEDIATE SPLICE BASE PLATE BASE PLATEPL25x680 PL44x965 PL44x965SPIRE B SPIRE A PIPE600 SCH80 PL165x19x255 PIPE600 SCH80PL165x19x255 CA1(SPIRE A)(TYP) ERECTOR NOTE: CB1(SPIRE B) (TYP) ERECTOR NOTE:EL: 0.000 T/O SLAB CB1 CB1 CA1 CA1 EL: 0.000 T/O SLABBASE PLATE BASE PLATE SPIRE-B FOOTING SPIRE-A FOOTINGPL44x965 A A PL44x965 SECTION A300 U/S BPL. 300 U/S BPL.JAM NUTSTANDARD NUTBASE PL WASHER HA1 STREET SIDE2600 51 Dia. ANCH.BOLT WASHER HA1+ NUTS (BY OTHERS) LEVELING NUT 1 # Apr 15 2016 REV\'D TO APPROVAL & RFI #004 RESPONSE; TOP LIFTING PLATES REV\'D BR BM MG STEEL LTD.& 2285 SPEERS ROAD, OAKVILLE (905) 469-6442SECTION DATE: DESCRIPTION DETCHKSPIRE B FRONT VIEW ELEVATION SPIRE A X MADE: BR DATE: APR/16 PROJECT: ONE BLOOR STREET SCULPTURE CONTRACT: DWG: 1CHK\'D: BM DATE: APR/16 DETAIL: ELEVATIONS, SECTIONS, AND DETAILS 16-003 E201SDS/2 LEGAL: 6cn0n VER.2015 PRINTED:18 May 2016 03:42:11 PM22|FALL 2019 ADVANTAGE STEEL'