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Nb%nbb%nb?ffffff9@?mk??I@ k%:mDmF~WBjX1=p?B+qc3R9kEmeterinchinchsq inch???@xD@xD@xD@x@x@x(@"@+m ףp= ?nhTn30c>*ܔ9hĦҐ@!rhL@"@415zG@!rhp@Q9hd@!rh@"@375zG@!rh$@9h۶m۶@!rh@"@375@!rh@i9hd@!rh @"@375zG@!rhD@4 @@\@\@\@4Jl@9@,@ BAC-16508AFILENO33333@9@p 9hĦҐ@!rh@"@415zG@!rh@P9hĦҐ@!rh,@"@415zG@!rhP@0 ζVd@Ph:M@"@10"z<ȉ*we;l@ۜ<@uy4G@ۜ<@V*we;l@9xvx@uy4G@9xvx@9hĦҐ@!rh@"@415zG@!rh@0|(RwQjc@r6v@"@10"oT GVp@y$I@,h@u$I@ x GVp@)@;`^^@)@R b@@Vp@-L@<Bm@1L@@6  GVp@y$I@,h@u$I@  GVp@y$I(@,h@u$I(@ - GVp@y$I@,h@u$I@2 - GVp@y$I܆@,h@u$I܆@ZH  GVp@y$Il@t,h@q$Il@[  GVp@y$I@Y,h@m$I@Z" O, GVp@y$I@r,h@m$I@^r ^, GVp@y$I@:~,h@m$I@ x YVp@1܊@;Vp@q$Ix@&,h@q$Ix@8*h@-܊@ 4 @\@\@\@Iߋ@֗@,@ BAC-16508ADWGNUM5 @֗@RJffff@::CP@%@ SERIES 1500MODEL15@::CP@ŌUD:@X|W|EG@%@STANDARD STEEL SUPPORTMODEL25@X|W|EG@f-}bi[@333333I@%@ORDER02`m@@%@CFGDWGBYY2aj#O@@%@ / /DATEM 4 @@@C:hPJ r@!rh @"@1170uVs@!rhD@8:huVr@!rh@"@1205uVs@!rh@':huVr@!rh@"@1225uVs@!rh$@:huVr@!rhL@"@1245uVs@!rhp@:huVr@!rh,@"@1305uVs@!rhP@:huVr@!rh@"@1325uVs@!rh@i:huVr@!rh@"@1280uVs@!rh@LSy~J@Mbx@"@. CONSULT YOUR BAC REPRESENTATIVE FOR DETAILS.aPy~J@23333x@"@+ COLUMNS AT THE FOUR CORNERS OF THE UNIT. Qy~J@vVy@"@,4. ALTERNATELY THE TOWER MAY BE SUPPORTED ONUG~J@v{@"@0 OF BEAM UNDER UNIT TO BE 1/360 OF SPAN, NOT TOWG~J@ƣ|@"@2 ACCEPTED STRUCTURAL PRACTICE, MAXIMUM DEFLECTIONSTG~J@}@"@/3. BEAMS SHOULD BE SELECTED IN ACCORDANCE WITH $RG~J@~BGv~@"@-2. ALL SUPPORTING STEEL MUST BE LEVEL AT TOP.ћHG~J@23333_@"@# DESIGNED AND FURNISHED BY OTHERS.SG~J@Q+$@"@.1. SUPPORTING STEELWORK AND ANCHOR BOLTS TO BE4 @\@\@\@HWG~J@)ZTLn@"@27. FOR ACTUAL OPERATING WEIGHT INTERPOLATE BETWEEN?KG~J@Ze*Mp@"@& WITH WATER LEVEL IN PAN AT OVERFLOW.nHYG~J@op@"@46. OPERATING WEIGHT AND WEIGHT LOADING ARE FOR TOWERYG~J@"r@"@4 OF THE COOLING TOWER. REFER TO VIBRATION ISOLATORQXG~J@[ ܛs@"@3 AND MOUNTING HOLE LOCATIONS MAY DIFFER FROM THOSEXG~J@bWt@"@3 LENGTH OF SUPPORTING STEEL. VIBRATION RAIL LENGTHpUG~J@("nu@"@0 LENGTH OF THE VIBRATION RAILS WHEN DETERMININGv5XG~J@MIWv@"@3 AND SUPPORTING STEEL, BE CERTAIN TO ALLOW FOR THE&[G~J@lGm@w@"@65. 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