Instructions / Assembly

INSTALLATION
1. Unscrew exisng shower head from shower arm.
2. Screw filter housing (Back) onto shower arm.
3. Screw shower head onto filter housing (Front).
4. Do not use with a shut-off valve.
OPERATION
BEFORE ENTERING THE SHOWER
1. Acvate filter by running hot water through the shower
system.
2. COOL TO DESIRED TEMPERATURE BEFORE ENTERING
SHOWER.
3. Replace the filter cartridge (model HOC) every 25,000
gallons or 1 year, whichever comes first.
MAINTENANCE
1. Reverse filter cartridge periodically to ensure proper
filtraon performance and water flow.
2. Replace HOC filter cartridge every 25,000 gallons or 1
year, whichever comes first.
FILTER CARTRIDGE REPLACEMENT (HOC) Replace filter car-
tridge every 25,000 gallons or 1 year, whichever comes first.
1. To open, unscrew shower filter housing.
2. Remove used filter cartridge.
3. Clean and lubricate O-rings with petroleum jelly.
4. To close, screw housings together.
RECYCLE FILTER CARTRIDGE
1. Carefully poke a hole in the screen of the
filter cartridge and empty contents into garden
soil.
2. Place the filter cartridge in with recyclables.
USE & CARE INSTRUCTIONS
HIGH-OUTPUT SHOWER FILTER
Models HO2 & HOB
Sprite Industries, Inc.
The Shower Filter Company
1791 Railroad St, Corona, CA 92880-2511
Phone: [phone] Fax: [phone]
[e-mail] www.SpriteShowers.com
PERFORMANCE DATA: (Model HOC filter)
Rated Service Flow – 2.5 gallons per minute / 9.5 liters per
minute
Rated Service Life for Free Chlorine removal – 25,000 gallons /
94,635 liters or 1 year (whichever comes first)
Maximum Working Pressure – 125 pounds per square inch /
860 kilo pascals.
Maximum Operang Temperature - 120° Fahrenheit / 49° Cel-
sius.
• While tesng was performed under laboratory condions.
Actual performance may vary.
• This system is not intended to be used as a drinking water
treatment unit.
• Both the system and installaon must comply with appli-
cable state and local regulaons.
This Sprite Shower Filtraon System has been tested according
to NSF/ANSI 177 for reducon of free chlorine. The concentra-
on of free available chlorine in water entering the system
was reduced to a concentraon less than or equal to the per-
missible limit for water leaving the system, as specified in NSF/
ANSI 177. This system has not been evaluated for free chlorine
reducon in the presence of chloramines. Free chlorine reduc-
on performance may be impacted by the presence of chlora-
mines in the water supply.
Notes on NSF Test Protocol:
Minimum chlorine reducon per NSF/ANSI 177
shall be listed as ≥ 50% free available chlorine
(FAC) when used with an influent challenge water
of 2mg/L FAC. Average concentraons shall be the arithmec
mean of all reported influent challenge or product water con-
centraons (the detecon limit value shall be used for any non
-detectable concentraon). The specified average percent re-
ducon shall not be greater than the reducon calculated us-
ing the arithmec means of the influent challenge and the
product water concentraons respecvely.