SECTION
11201
WASH
TROUGHS
PART
1 GENERAL
1.1 SECTION INCLUDES
A.
Wash
troughs.
1.2 REFERENCES
NOTE **
Delete references from the list below that are not actually required by the
text of the edited section.
A.
ANSI/NSF
61 - Drinking Water System Components - Health Effects; NSF International.
B.
ANSI/AWWA
F101 - Contact Molded, Fiberglass-Reinforced Plastic Wash Water Troughs and
Launders; American Water Works Association.
C.
ASTM
D 638 - Standard Test Method for Tensile Properties of Plastics.
D.
ASTM
D 790 - Standard Test Methods for Flexural Properties of Unreinforced and
Reinforced Plastics and Electrical Insulating Materials.
1.3 SUBMITTALS
A.
Submit
under provisions of Section 01300.
B.
Product
Data: Test results of fiberglass reinforced plastic laminate.
C.
Shop
Drawings: Show:
1.
Critical
dimensions, jointing and connections, fasteners and anchors.
2.
Materials
of construction.
3.
Sizes,
spacing, and locations of structural members, connections, attachments,
openings, fasteners, and loads.
4.
Manufacturer's
installation instructions.
D. Manufacturer’s installation instructions.
1.4 DELIVERY, STORAGE, AND HANDLING
A.
Store
products indoors and protect from construction traffic and damage.
PART
2 PRODUCTS
2.1 MANUFACTURER
A.
Provide
products manufactured by Warminster Fiberglass Company; P.O Box 188,
Southampton PA 18966-0188; ASD. Tel.
(215) 953-1260, Fax. (215) 357-7893.
B.
NOTE
** Delete one of the two following paragraphs; coordinate with Division 1
requirements.
C.
Requests
for substitution will be considered in accordance with provisions of Section
01600.
D.
Substitutions: Not permitted.
2.2 WASH TROUGHS
A.
Material: Fiberglass reinforced polyester resin, 1/4
inch thick, average; inside surface of smooth gel coat finish; outside surface
resin sealed with no exposed glass fibers; molded-in color with ultraviolet
inhibitor.
1.
Tensile
strength (ASTM D 638): 14,000 psi.
2.
Flexural
strength (ASTM D 790): 25,000 psi
3.
Flexural
modulus (ASTM D 790): 1,000,000 psi.
4.
Color: White.
B.
Construction: Comply with requirements of ANSI/AWWA F101
and ANSI/NSF 61; provide NSF labelled products and proof of certification.
1.
Designed
to support applied water loadings at each location.
2.
Designed
to resist deflection under full buoyant and gravity water loads with maximum
upward and downward deflection less than or equal to L/1000 where L equals the
unsupported trough length; maximum deflection at midpoint not greater than 1/8
inch.
3.
Round
bottom, vertical sides.
4.
Top
edges straight with not more than 1/8 inch deviation from true plane.
5.
Longitudinal
steel stiffening ribs integrally molded on the outside of troughs to prevent
deflection.
6.
Spacer
rods to maintain uniform width over the length of trough, up to 21” width use
solid 1” PVC, 24” and above use solid 1” diameter stainless steel.
7.
2
inch wide, 1/2 inch thick wall, grouting rib molded to outside of each trough
at the gullet end to act as a water stop when trough is grouted in place.
8.
Slotted
holes in closed end of trough to allow a minimum vertical level adjustment of 1
inch.
9.
Stainless
steel wall anchors and flat bars.
NOTE ** The following two paragraphs are optional.
10.Saddle at blind end.
11.Straight edge weir plates,
factory-installed.
12.Provide stabilizers (cable sets or
s.s. tubing) where necessary to restrict lateral movement.
PART
3 EXECUTION
3.1 EXAMINATION
A.
Verify
that dimensions are correct and project conditions are suitable for installation. Do not proceed with installation until
unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A.
Install
products in accordance with manufacturer's instructions.
B.
Ensure
that products are installed plumb and true, free of warp or twist, within
tolerances specified by the manufacturer and as indicated in the contract
documents.
C.
Set
in place with weir edges to elevations indicated.
D.
Level
weir edges to within 1/8 inch of level over entire length.
E.
Grout
in place after leveling.
3.3 ADJUST AND CLEAN
A.
Clean
surfaces in accordance with manufacturer's instructions.
B.
Remove
trash and debris, and leave the site in a clean condition.
END OF SECTION