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Alan <br />lON <br />111 <br />o' <br />-6' <br />Roar acre. <br />ladder <br />•..., frame A <br />1I I I <br />4e' D' sq. Fate <br />e' 0• <br />frame C <br />6' 0' 6' 0• <br />home .horn. <br />1 1 <br />� j I <br />L <br />etringer <br />4. o. <br />ham <br />.3/4's mad. <br />ero..Srocing <br />a <br />4`L 3'. 3'a 1/4' lwngro6 <br />`Pawl tl. -do.n leo.Io+ <br />1 (lypkal) <br />o g <br />S, $wall. -o9 <br />roiling <br />Wwdkway <br />N I flag column <br />connection (a.. detail) <br />1 <br />30'0 0 .500' pipe <br />16•-0• <br />I <br />30'l ..375' pipe <br />Waling <br />Column Leddae <br />Rung. - 3/4'6 rod. 12' 0/8 <br />Stringers 2 l/2'. 3/6' bmwtoek. 16' In. to In. <br />(Ladder to meet OSSA .londord.) <br />Ladder Standout. <br />2 1/2-. 3/6' bonbal. length to maintain an 8' <br />mitt um to. clearance. welded to column pipe <br />and ladder <br />se. split. Alan <br />P0 re column (....d.duN) <br />112' <br />eacks.t column 1/16• per foot <br />to comae d.odload d.flecfon <br />%, . • f�f�_ <br />Undisturbed .oil <br />Lateral Bearing _ 200 p...}. <br />• <br />drilled control. foundation <br />RfVADCN <br />1\--W6a6 <br />400 Watt lamp <br />10' 3' <br />Id <br />3• 6• <br />8 o 4L s- <br />▪ t . 5/1a <br />L _ set <br />• width of ..ld <br />L _ length of weld <br />wad thickne.. of <br />Lower column pipe <br />SPt10E DETAIL <br />NOTE Pipst of..4001 diameter may <br />be .pliie.d wing a full penetration <br />weld ad around by a certified ..ld.r <br />Lower recr walkway <br />NOTES <br />Design wind p....ure t. 30 p.s.l. <br />Pip. shod conform le ASIU A252 2. <br />Structural M..I .hall conform to ASTLI A -36. <br />Generate shall attain a 26 day oomproo.I. etr.ng0. of re _ 3000 p <br />Botts and nuts M ES <br />shad b. A323 minimum 2 par connection (UNLESS L <br />NOTED) <br />and b. tine or cadmium plated. <br />Melding Mad ba kt accoedanc. with AWS atondarde. <br />Primer shall be red lead of pool. <br />Steel lkdsh cod .hall M Shemin William. Indu.Mal lia•l•ne. Coating. glee. black <br />Apron fWM coat .hall be Sh.Mn WIlaom. shop rat r.d. No. E- 6111C2I• <br />Strectunal s1..I.hail W fabricated I erected N occorcona with lat.( MSC .p.oNkoUons <br />and wtondord practice. <br />The oaretWitlar ta kiln.. all .orl le performed In ocean/ono. with federal. slate, and local <br />wif.ty ordnance.. <br />The contractor shall verify ad dbn.nslem and oondniere N the !Nth ..M r.ntw x.... -.-- -- <br />01 any dlecr.poncle.. <br />EXHIBIT B Construction Plans <br />Pr. 3-7 -07 <br />r..i.. p.r .hop <br />ENGIN <br />5. <br />FORI <br />7Or <br />I <br />}aerobe certify <br />cc report we• p <br />d..-eet .upervir <br />A.c storod Pxot <br />laws of L1.. Stet' <br />6 <br />3-i <br />VN1.E1`� <br />321 NO. C1 <br />CiI1CA <br />14 <br />ADVE7i <br />LCC4TION _ <br />CN DA <br />PING t, <br />