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<br /> � � � StarClear'" Plus
<br /> _-r� � � CARTRIDGE FILTERS.
<br /> ' �a�Fi'uaB'i�'s����Cl�ac Plus�i�ters��f��
<br /> -q�uality,value and convenience in cartridge �
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<br /> - ;=��::4�ra��n.B�c��us�e.t�f�h�ir��r�b�e �� � ,_�
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<br /> �bnstruction,they can handle the most i >'�. `°_.y,�.�:,.�,;�
<br /> �����
<br /> ��mandin a lications and environmental ``���� � "�
<br /> ._ 9 PP ';;�,.� .�-,;'
<br /> , �fl�o1itions.The precision engineered core �';
<br /> ';._ .�...... �
<br /> �rovides extra strength and maximum :.I }���;;`;��;> n, ;.���
<br /> _ , �'ow.StarClear�ius filters deiiver�roven �y'���=����� r"
<br /> ' _ �erformance and value. �
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<br /> ' � �applications - ��� ;�-,,
<br /> i - =a�-ground pools ��,''' ' ;�S'',
<br /> ' -_ -_:--ground pool/spa combinations � � k:� �'�j
<br /> ; •
<br /> k ;", seatures �I
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<br /> � - ��=��tertanks matle from durable glass reinforced co- -., ->.' '� ;�
<br /> � ;; .. �lymer maier.ial io meet zhe demands af the toughest , �`'"�. - � �` .
<br /> R . �pplications and environmental conditions,including C9QDSrsrClearPlusFilter I
<br /> ;--:_.= 5.�:-:�nor cleaning systems
<br /> , $�ingle piece injection-molded base and body provides
<br /> �dded strength for reliable,corrosion-free performance , . , � , � , , ; , � .
<br /> _,L�ngle-lockang�knob secure4y fastens head to filter tank,
<br /> ;�_vliminating bolts or clamps Effective
<br /> ' ����ra-large cartridge element with precision engineered Model Filtration Dimensions Ctn. Ctn. �
<br /> �.�are provides extra-strenglh and maximum flow Number_ Area Pipe Size VVidth Height Qty. Weight •
<br /> ` �=i�vated,filteretl water collector antl debris sump C751 75 ft 2 1 '/z"FIP 13 3/s" 30" 1 26 Ibs.
<br /> . �'' ,�ravents accieCentat by-pass of heavy d'etiris to poor C7512 75 ft.z 2"FIP 'f3 3fa" 30" T 26 Ibs�.
<br /> � �,.�en cartridge is removed forcleaning ---_- �--.----_-___ - ___-_•_-.----__a -- . _
<br /> "h_°or 2°FIP connections for plumbing versatility �C900_,_0�-«90_it.? 1'7zwFIP.._<,'y�..,��13 3i5"_�.»30�.,;.�� 1'""'"` -:'261bs�':.,,
<br /> � : � - ------.._,_ _
<br /> �� � C900Z 90 ft� 2"FIP 13 3/a" 30° 1 26 Ibs�.
<br /> --- ��*,�'�IF filter drain_for fastdraining.Alsn accepts.standartl.
<br /> . _;igotvalve C1200 120ftz 1Yz"FIP 133/a° 36° 1 291bs.
<br /> C12002 120 ft.� 2"FIP 13 3/e" 36" 1 29 Ibs.
<br /> t�erformance.Data—Residential C97502 175 ftZ 2"FIP 13 3r�" 42" T 32 Ibs.
<br /> - • Effective Tumover(In Gallons)
<br /> _ ^.?.:����I �itt�ation �esign -- Re(!�el��10lEOt E1�dII�Dffi—Peg�35
<br /> ';��':=„�ber Area Flow Rate" e Hours 10 Hours �
<br /> ��•�%�3 75 ft? 75 GPM 36 000 45 000
<br /> - - — - 2-- � - - --- - �
<br /> .
<br /> `•. � I `_
<br /> �-:_ :.-',�7�-.��90_ft._-,..�.,-=90_6P.M,a w43,200__�_�w59,�D0.�;} ,
<br /> 'c;iZUO 120 ft z 120 GPM 57,6�0 72,000
<br />� ;� ' ��'�;e��502 175 ft z 120 GPM 57,600 72,�00
<br />' �::�s:�:rual Design Flow Rate based on 1 GPM/ft' ` i
<br /> ���r�ormance Data—Pu61ic and APSP-15
<br /> '' ti � Effective Turnover pn 6allons) � I
<br />, :.���al Filtration Design ,
<br />� _, �. "-=„�her Area Flow Rate` 8 Hours 10 Hours �
<br /> - � i
<br /> ','^�F51 75 ft? 28 GPM 13,500 16,875 j
<br /> ---—90�ft 2`y"` 'GPM"_ -�-16,200 :.- 0;25.�� �
<br /> - i•d1?�0 120 < 45 GPM 21,600 27,000
<br />�i ;s:�7502 175ftz 66GPM 37,680 39,6D0
<br /> , � ;ar.d APSP-]5 Oesign Flow Aaie based on.375 GPM/h=
<br /> �::a�nined by pump size snd piping system hydraulics.2'piping is .
<br /> t:=--anded for flow rates ahove 90 GPM.flefer to"Friction Loss"in �
<br /> '-,�'�c�iics section,pages 22-25. �
<br /> Cflf 1' �Ei1T�ll1 S�S$EB� �'B�tBJ. �l�.-II:a��Q4Cd I �.
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