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• <br /> / OVERALL LENGTH OF BASIN / <br /> 1 " / p E T 1" <br /> l ANCHOR ANCHOR ANCHOR ANCH BOLT BOLT BOLT BO <br /> / <br /> 2 1 /4" ; ,' I A <br /> Oij - v <br /> S <br /> Z <br /> Z HOLES FOR 1 'H. <br /> U1 5 /8" DIA. ANCHOR 1 . i , ri <br /> Q� BOLTS 4/CELL, <br /> ' O <br /> 11, <br /> C" S C <br /> 4 <br /> o <br /> et <br /> z o <br /> 21/4" 1 11 . L. .: <br /> / 1 IL 1 <br /> TOWER COLLECTION <br /> BASIN <br /> SUPPORTING STEEL <br /> MULTIGELL <br /> -- <br /> c__ r. <br /> MINIMUM BEARING WIDTH MUST BE <br /> TOWER PROVIDED BY BEAM FLANGE OR BEARING <br /> PLATE AT EACH ANCHOR BOLT LOCATION. TOWER <br /> COLLECTION COLLECTION <br /> BASIN <br /> 6" BASIN <br /> 5 /5" WASHER READ 1„ <br /> BY OTHERS <br /> SUPPORT „..„ A SUPPORT —. 5 /8” WASHER READ <br /> BY OTHERS ‹ 9 \ <br /> E B � OTHERS BY CTHERS <br /> -- r <br /> I .t- NORMAL 1 / 8 " _ 1/ <br /> GAUGE I <br /> r -- NORMAL <br /> GAUGE <br /> VIEW A SECTION B <br /> NOTE <br /> 1 Use this bulletin for preliminary layouts only. Obtain current 5 Tower may be placed on a flat concrete slab. Side outlet and <br /> drawings from your Marley sales representative for final design. optional side drain and overflow must be specified. See pages 10 <br /> 2 Purchaser to provide tower support complete with holes and and 16 and consult your Marley application engineer. <br /> anchor bolts. Do not use studs! Anchor points must be framed 6 Tower ma be supported from piers at each anchor bolt location, <br /> 3 Design operating weight occurs with collection basin full to as a support alternative. <br /> 7. Dimensions between cells "E" may vary depending on the <br /> overflow level. Actual operating weight varies with GPM and number of cells and options. Dimensions shown are for a <br /> piping scheme, but is less than shown here. standard two cell arrangement. Obtain current drawings from your <br /> 4 Wind loads are based on 30 psf and are additive to operating <br /> loads. Seismic loads based on 1994 UBC, Zone 4. Marley sales representative for final dimension. <br /> 19 <br />