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09-1110-011Shipping Weight Design Operating Loads Wind Load Seismic Load per Tower Heaviest Lift per Tower per Cell at A Vert. Reaction at A Horiz. Reaction at A Vert. Reaction at A Horiz. Reaction at A 25994 lb 111791 kg) 15144 Of 16869 kg) 54192 lb (24581 kg) 54192 lb 124581 kg) 14848 111 (6735 kg) 199.07 x P Of (18.49 If P kgf) 123.76 It P Of (11.5 x P kgf) 20198 It G Or (9162 It G kgf) 12143 x G lb (5508 If G kgf) -- - - -- --- - -- - -- - -:- - -- - -- - - -••• ••• - -- •- ••.••••• •.•...+ ..•� .•.y.....c ... .ca.a...ry .cI ya. '—, IvulI 4788 Nhn wind load or a factored 0.23 G seism- load De ernimafiwl of fhe site specifrc design viol and seismic loads are by others. wow Iwo w u I.Ll -eu 414 u selsanc luau uppuea ro Rne rawer. HMS rower srracture Is capable of resisting 100 psf �u ^ mu Face B � n � $' :: �.,' —' �+' -' Face B /, \ ' Q Q Q (� ' \ i aa; N � C C I I \ u O m cr, in v .t . a m — 'a ( M 0 I O I lfI m O a m m In ^m t .'o. a -� < N l� Nu a ti L _ 4. m O Nom— a In Sa o QI U uO. ® u 0 W I-�� "' C a N 0C I I I r1 I g > A L �, KBD ® I Q \ \ u orce D 1° \rn In ^ Face D DETAIL A j `�� [a] � � �25� he bassiin flange. The, closest of cold(anchor econd anchor boltt should use the hole that matches the gauge of the beam 13' -8�/�' [4185] [4185S Anchor Spacing Anchor Spacin 13'-103/4' Cell st _ [4235 13' 103N" C� Overall or Basin Overo11 or Basin Disregard the extra hole. ^ u L'211 nI r \ NOTES r m 1. SUPPORTING STEEL: The supporting steel is to be designed, constructed and furnished by the customer. It stall include customer supplied anchor bolts to suit the l general dimensions of this drwkg and of the Outlet Piping Plan dnnwing. The top surface of the supporting steel must be framed flush and level. The maximun beam 0 l deflection shall be I•xnifed to U360 of span, not to exceed 112" (13 mm) at the anchor bolts in order to assure that the cooling tower is level and plumb. H 2. DESIGN OPERATING LOADS: The design operating loads shown in the above table are based upon the volume of water, the collection basin at shutdoum. The o shutdown water level has been sized to accommodate the maximum allowable flow rates. The design loads are shown for you use as a gtkk reference. The actual aperatig load is variable, and dependent upon the design Now rate per cell. Design loads are all based upon the recommended operating water level. Operating levels T in excess of that recommended will result in loods exceeding the values stated. Consult a SPX CT representative for greater detail on this or any other subject. n r � S SEISW LOADS: Reactions shown are the result of the windiseismic load being applied perpendicular to the face of the tower structure. Loads are additive to u operating loads. Wind reactions can be calculated by multiplying by P, which is the wind pressure in psf for Imperial twits and kgfhn' for metric twits_ Seismic < < reactions can be calculated by design G. \ 4. SHIPPING WEIGHTS AND MAX" OPERATING LOADS: Values shown in table include the optional equipment weights. 25 5. PIER SUPPORTS: The tower may be supported from piers at each motor bolt location as an alternate. A pier should be at least 6" 1152 mm) x 6" (152 am). 6. The tower assembly tolerance applicable to all dimensions is . or - U8" (3 mm). Consult suppliers of supporting structure for construction tolerances. ` 7. The twits of measure are in P ISO units unless otherwise rated. `.,,_DETAIL B / ECOwlOEe AIrAL1LYAkt1CMG c...., . F: ca,,,.I our-- ---I © AS OF DKE(SI N TITLE BLOCK SPX COOLIE TECINDLOQS, NE. LUMIS ED -ALL RIGHTS RESERVED (MR COPYRIGHT INS.