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04/27/1998 Council Packet
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04/27/1998 Council Packet
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City Council
Council Document Type
Council Packet
Meeting Date
04/27/1998
Council Meeting Type
Regular
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R.or Deco... <br />fodder <br />O <br />n 2. Walk -off <br />rolling <br />: °b d <br />cy <br />FW flag column <br />conn.cton (Dew detail) <br />48' 0' Sign rocs <br />F- <br />r-0- -T' -- 6'-0•- - -" -- a n'. -._. e. 0. <br />from. C <br />r- <br />foam. A <br />'1 <br />8 <br />.3/4'. rod. <br />ero..bracing <br />S <br />L 3'. 3'x 1/4' <br />atrfnq.r <br />8 <br />4' 0• <br />e a <br />from. E . tram. <br />1' <br />Y <br />T <br />` L 3'x 3'. 1/4' hawed 4 <br />`Pale tie-down location <br />(W001) <br />Credo <br />Z d <br />30'0 0 .500' pipe <br />3011 ■ .373• Pip. <br />Walkway <br />Column taddr <br />Rung. - 3/4'6 rod. 12• e/a <br />Slrhq.n 2 1/2'. 3/8' barstoe*. 16' in. to In. <br />(ladder to moot OSH#, standards) <br />toddy Standouts <br />2 1/2'. 3 /e' bamboo*. length to nwinmin on 6' <br />minknum too clearance. welded to column pipe <br />and 1ddd.r <br />see pile. d.tall <br />P. column (..e .dada..) <br />112• <br />Backe t column 1/16' pr toot <br />to cornmt 0.odlood deflection <br />f1F/A110N <br />Undisturbed .06 <br />Lateral Bearing - 200 p...i. <br />drilled control. foundation <br />Column pip. <br />400 <br />400 Watt lamp <br />10' 3' <br />1' ring plot. <br />1' ring plate <br />Column pipe <br />130`45' Lametor <br />L • - t + 5/16 1 3' mo` <br />L - 't <br />• width of cold <br />1. - length of weld <br />t - wall thickness of <br />leer column pipe SPLICE DEUNL <br />3' 6' <br />NOTE: Pipes of equal diameter may <br />b. .plo.d using a full penetration <br />.910 00 around by a certified raider <br />Low. rear .alk.ay <br />Design .led pr..eum I. 30 p...f. <br />Pipe Max con form to AS114 A252 grad. 2. <br />Structural .t..1 .hail conform to ASf1A A -36. <br />Conent....8 attain a 26 day comp mosive etrength or f o - 3000 pat <br />Bolts and nut. Moll W 4325 minimum 2 per connection (UNLESS NO150) <br />and b. :inc or cadmium plated. <br />Welding .hall Ooh accordance With AWS ftandante. <br />Primer shall be rod load or equal. <br />5194 Nash coat Nall W Shemin Williams Indu.Llal Maiden. Coating. , glee. beck <br />Apron MIA coat .Mall M Sherwin WIIOam. Mop coot .d. No. E- 61RC21. <br />Structural stool .had M fabricated a rooted h accro°no. with 1°t..t RISC .p.o6k0ion. <br />end standard moony.. <br />The aonhaator to insure oil work a performed In occordara. with f.00*. Nola. and boo <br />oaf.ty ordnan.w. <br />The contractor .had verlfy all dknen.lons and condition. b the new end new. n..... -r-- -. <br />of any dWponce.. <br />EXHIBIT B Construction Plans <br />M. 3-7 -97 <br />revise per .hop dro <br />ENGINE} <br />r►. <br />OM FOREST, <br />708-4 <br />!hereby certify that <br />a sport was props <br />direct .up.rvislon <br />R.giabered Protocol< <br />laws of the State of <br />G2211/ <br />Reel <br />,6.2.9 <br />UNIVERSAL <br />921 N0. CI.ARX <br />CHICAGO, <br />14' -0' <br />ADVE7iflSIN <br />L`1: <br />LOCATION _ <br />GN DATE _ <br />4ING NO. . <br />
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