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JNIT -DWG.# <br /> COOLING TOWER E VA PCO, INC. may" • <br /> C O eal N.T.S. SLIXTM24-DE JLG <br /> TIREt F DRAWN BY <br /> STEEL SUPPORT CONFIGURATION I <br /> 24'-2" <br /> [7366] <br /> 1'-1/2" <br /> y �[305] y ~[318] y .. [1-0" <br /> 13/16" [ 3051 <br /> 127] - [1546] -' [1546]] ~[1546]]' ~[1546]]8" t[127] <br /> [21] <br /> I 1 i I C/L OF UNIT LOAD-\____ <br /> 9'-8 1/8" UNIT OUTLINE 9'-9 3/4" / - <br /> [2950] [2991] [41]8"y <br /> f (16)0 3/4"[19mm] <br /> MOUNTING HOLES 13/16" <br /> II y <br /> [21] <br /> - `UNIT <br /> 7 C • _ . • •-I MOUNTING HOLE <br /> 13/16"J <br /> [21] <br /> PLAN VIEW TYPICAL END VIEW <br /> NOTES: 6.THE FACTORY RECOMMENDED STEEL SUPPORT CONFIGURATION IS SHOWN. <br /> 1.BEAMS SHOULD BE SIZED IN ACCORDANCE WITH ACCEPTED STRUCTURAL PRACTICES. CONSULT THE FACTORY FOR ALTERNATE SUPPORT CONFIGURATIONS. <br /> MAXIMUM DEFLECTION OF BEAM UNDER UNIT TO BE 1/360 OF UNIT LENGTH NOT TO EXCEED 1/2"[13mm]. 7.UNIT SHOULD BE POSITIONED ON STEEL SUCH THAT THE ANCHORING HARDWARE FULLY <br /> 2.DEFLECTION MAY BE CALCULATED BY USING 55%OF THE OPERATING WEIGHT AS PENETRATES THE BEAM'S FLANGE AND CLEARS THE BEAM'S WEB. <br /> A UNIFORM LOAD ON EACH BEAM. SEE CERTIFIED PRINT FOR OPERATING WEIGHT. 8.FOR ALL MULTIPLE CELL UNITS,OPERATING WEIGHT OF EACH CELL IS <br /> 3.SUPPORT BEAMS AND ANCHOR HARDWARE ARE TO BE FURNISHED BY OTHERS. FOUND BY DIVIDING TOTAL OPERATING WEIGHT BY THE NUMBER OF CELLS. <br /> ANCHOR HARDWARE TO BE ASTM A325 5/8"[16mm]BOLT OR EQUIVALENT. 9.WHEN VIBRATION ISOLATION IS REQUIRED,THE VIBRATION ISOLATORS(BY OTHERS) <br /> 4.BEAMS MUST BE LOCATED UNDER THE FULL LENGTH OF THE PAN SECTION. MUST BE LOCATED UNDER THE SUPPORTING STEEL BEAMS AND NOT BETWEEN THE SUPPORTING <br /> 5.SUPPORTING BEAM SURFACE MUST BE LEVEL.DO NOT LEVEL THE UNIT BY STEEL BEAMS AND THE UNIT. <br /> PLACING SHIMS BETWEEN THE UNIT MOUNTING FLANGE AND THE SUPPORTING BEAM. 10.DIMENSIONS LISTED AS FOLLOWS: ENGLISH FT-IN <br /> [METRIC] [mm] <br />