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SCOUNTY <br />48" Stock Standard Storm <br />MATERIALS CORPORATIONStructure: <br />Spec; <br />48" Cia Storm C MH <br />119 N Main street <br />Maxwell, IN 46154 {317j 323-6000 <br />Job Name: <br />CMC Maxwell Stock Pieces <br />Job Locatfon: Maxwell, IN <br />Take Off By; 10f1Af2024 SL <br />Contractor: <br />Design Build Height <br />Stack Flulld Height <br />Relaase date: <br />rup of Camitlg + 2167, <br />Ring + <br />0.513' <br />Guilet Invarl 1.00' <br />Adjustment + <br />1,09' <br />Requested Data: <br />0osign Height = 22.67' <br />EccentftSlab + <br />1.00' <br />FramplRing: R-1772 <br />RiSOrs + <br />16.33' <br />GratefGover: <br />Base Gain + <br />3.67' <br />Notea: <br />Design Helgllt -• 22.67 <br />Floor Thickness + 0,60' <br />Outside Height = 23.17' <br />Elevation (View A -A) Openings <br />�' rsxet--tsi ID Invert Bottom <br />i #1 <br />_ -- C Plan View <br />F <br />I <br />is 1i pi �r <br />I 1 <br />41 H <br />1 i <br />i <br />�1 <br />as ! ! 1 <br />1 ", 2", 4" and 6" Adjusting Rings Are Sta <br />And AvaiJahle For Your Structure. <br />Please Note 1 " Are Composite Material <br />CHIC Will Follow State, Municipal or Tov <br />Specs. For Requirements Or Restriction <br />I1, <br />21 <br />137 <br />Plpe Size I Hole Size I CGrinectar I Angle <br />0_001 0 0* <br />I Fi <br />� <br />I I <br />- <br />I 1 <br />le__" <br />130M For Stack <br />1 <br />10 11ascription <br />48' Manhole Gasket <br />i <br />gvtyl Sealant 1" x 14.5' roll(s) <br />K <br />A Adjusting Ring 24-01 H <br />B Adjusting Ring 24.02H <br />3 <br />C Adjusting Ring 24-04H <br />1 � <br />Q AdJustlnrJ Ring 2A•05H <br />1 <br />E Cover Ecc. 58-12HBT-24(46) Keyed <br />I <br />F Rise r48-12HKeyed <br />I i <br />G Rise r48-16H Keyed <br />1. <br />H Riser 48-24HKeyed <br />I Riser48-32HKeyed <br />---i�z--�_—,� <br />J Riser 48.48HKeyed <br />K Riser 48-E4HKeyed <br />L Mono Base 46-6T44160H Key114 <br />_ <br />Totals (Cu Ft, Ibs) <br />Inner Innor my. cu. rl Weighs <br />Size Height <br />7 <br />0_0 <br />0 <br />10 <br />0.0 <br />0 <br />24 <br />1.0 <br />1 <br />0.3 <br />40 <br />24 <br />2.0 <br />1 <br />0.6 <br />80 <br />24 <br />4.0 <br />1 <br />1.1 <br />161 <br />24 <br />6A <br />1 <br />1.6 <br />241 <br />48 <br />12.0 <br />1 <br />11.1 <br />1,899 <br />48 <br />12.0 <br />1 <br />5-8 <br />881 <br />48 <br />16.0 <br />1 <br />7.7 <br />1.175 <br />4B <br />24.0 <br />1 <br />11.6 <br />1,762 <br />48 <br />32.0 <br />1 <br />15.4 <br />2,349 <br />49 <br />48.0 <br />1 <br />23.1 <br />3.524 <br />48 <br />64 JI <br />1 <br />30,6 <br />4,698 <br />48 <br />44.0 <br />1 <br />31.3 <br />4.768 <br />140.3 <br />21,377 <br />ed <br />1gs. <br />Submittal Drawing 7.4.91.130 Page 2 01 3 1 Of1412024 <br />