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1.4 Condition of Concrete
Surfaces:
1.41 Concrete surfaces shall be of sound structural grade (minimum 3000
PSI compressive strength for structural concrete), and shall have a steel
troweled followed by a fine broom finish, free of fins, ridges, voids
or air entrained holes.
1.42 Concrete shall be cured by water curing method. Curing compounds
or chemical curing agents of any type shall not be used unless they will
completely dissipate within 28 days.
1.43 Concrete shall be cured at least 28 days and shall be sloped for
proper drainage.
1.44 Saw-cut control joints and/or expansion joints shall have been properly
installed over all structural supports or as recommended by the coating
manufacturer.
1.45 Any required drains, ducts, or other penetrations should be installed
at the time the main deck is poured. All exposed metal pans or surfaces
should be of the “ventilating type” and be made clean and
clear of any foreign material.
1.46 Voids, rock pockets and excessively rough surfaces shall be repaired
with Mer-Ko Epoxy grout or ground to match the un-repaired areas.
1.47 All vertical masonry, block or brick surfaces shall have been grouted
smooth and allowed to cure prior to applying any membrane coating. An
alternate to concrete grouting is to surface the walls with epoxy block
filler.
1.48 All surfaces must be free of visible moisture, grease, dirt and corrosion.
Remove all fresh asphalt, resin-based curing compounds, loose scale and
any other foreign deposits.
1.49 The prime contractor shall coordinate the work of the plumbing contractor,
the concrete contractor and other trades to ensure the proper installation
of the drain bases and any other plumbing work during the placement of
the concrete and to ensure that the integrity of the installed membrane
is maintained.
1.5 Inspection and Test Requirements
1.51 Before any waterproofing work is started, the waterproofing applicator
shall thoroughly examine all surfaces for any deficiencies. Should any
deficiencies exist, the architect, owner or general contractor shall be
notified in writing and corrections made.
1.52 The waterproofing contractor shall have the sole right of access
to the specified areas for the time needed to complete the multi-layered
applications and effect an adequate cure. All traffic shall remain off
the membrane until a “water test” has been completed and until
the protection board has been properly installed, and until the prime
contractor has accepted and approved the completed waterproofing installation.
2. QUALIFICATIONS
2.1 Authorized Applicator:
2.11 Shall be experienced in successfully applying the same or similar
materials and shall be
specifically approved as an authorized applicator in writing by Mer-Krete Systems/ Mer-Ko Materials a division of Parexlahabra , Inc.
2.12 Shall be financially responsible and be ready and able to submit
performance bonds if required.
2.13 Shall submit to Mer-Krete Systems/ Mer-Ko Materials a division of Parexlahabra , Inc. and the building owner the
required certificates of insurance prior to starting the project.
2.2 Samples Submittals: Submit dry film sample in the approximate thickness
to be installed along with a sample of the proposed protection board.
3. MATERIALS
Materials shall be delivered to the job site in the original sealed containers
bearing the product name, manufacturer’s lot number, directions
for use and precautionary labels. All products listed are supplied by
Mer-Krete Systems/ Mer-Ko Materials a division of Parexlahabra , Inc.
3.1 Caulking Compound shall be Mer-Ko PUC 1000 single component polyurethane
compound.
3.2 Flashing shall be Neoprene sheet at 45-60 mils thickness, non-woven
reinforcing fabric, or as recommended by coatings supplier.
3.3 Primer shall be Mer-Thane Primer Epoxy-Polyamide, low viscosity, two-component
primer/sealer.
3.4 Membrane shall be Mer-Thane 320 single-component, VOC compliant, high
adhesion, moisture cured, modified polyurethane membrane and shall meet
or exceed the following typical performance properties:
3.5 Specifications and Standards: Mer-Thane 320 meets or exceeds performance
requirements of ASTM Specification C 836-76.
4. SUBSTRATE PREPARATION
4.1 Concrete Surfaces:
4.11 The concrete surface must be thoroughly clean, dry and free from
any surface contaminants or cleaning residue. Acceptable methods of cleaning
are sandblasting, acid etching or mechanical grinding followed by the
complete and thorough removal of any residue.
4.12 All cracks over 1/16" in width and all moving cracks under 1/16"
in width shall be routed out to 1/4" minimum in width and depth and
filled flush with polyurethane elastomeric sealant.
4.13 All cracks shall be stripe-coated with 30 mils of Mer-Thane 320 Membrane
for a distance of 3 inches on either side of the crack. Moving cracks
in the structural slab which are 1/16" wide or greater should be
routed to form a joint and treated and caulked as an expansion or contraction
joint.
4.14 Mask and protect all adjacent areas not to be coated.
4.15 Whenever coating over structural concrete containing lightweight
aggregate, the entire substrate must be sealed with Mer-Thane Primer prior
to applying the membrane.
4.16 Apply a 1 inch cant face strip of Mer-Thane 320 around all pipes,
drains and vertical junctions.
4.17 Any expansion and contraction joints should be cleaned, primed, fitted
with a backing rod and caulked with a polyurethane sealant. Joints shall
be stripe-coated with a 30 dry mil preparatory coat of Mer-Thane 320 and
may need to be reinforced with uncured neoprene rubber sheet.
5. APPLICATION OF
MEMBRANE
5.1 Prime all surfaces with Mer-Thane Primer applied at the rate of 250-300
sq. ft. per gallon.
5.2 After all the primer and preparatory work has been completed, the
Mer-Thane 320 membrane should be applied as detailed below.
5.3 For Horizontal Surfaces:
5.31 Mer-Thane 320-H Membrane shall be spray, squeegee or roller applied
at the rate of 4.5 gallons of material per 100 sq. ft. of surface to produce
60 dry mils of membrane. Allow a minimum of 16 hours of cure time between
each coat. Two coats of 30 dry mils each is recommended. If the first
coat should become dirty or contaminated, wipe clean with xylene immediately
prior to applying the second coat.
5.32 Control application rate by means of pre-measured surface areas.
5.4 For Vertical Surfaces:
5.41 Mer-Thane 330-V Membrane shall be trowel or roller applied at the
rate of 4.5 gallons of material per 100 sq. ft. of surface to produce
60 dry mils of membrane. Allow a minimum of 16 hours of cure time between
each coat. Two coats of 30 dry mils each is recommended. If the first
coat should become dirty or contaminated, wipe clean with xylene immediately
prior to applying the second coat.
5.42 Carefully control application of the High Build coating to avoid
runs and sags.
6. FIELD QUALITY CONTROL
6.1 As the application progresses and before the Mer-Thane 320 has attained
its final set, verify the applied thickness by use of mil-thickness gauge.
To those areas which are deficient, immediately apply additional membrane
to produce the required thickness.
6.2 Verify the integrity of the cured membrane on horizontal surfaces
by damming the entire area and flooding with water to a minimum depth
of 2 inches. Allow the water to set 24 to 48 hours and make visual inspections.
If repairs are necessary, drain and dry, and then reapply membrane to
areas where leakage is detected.
6.3 Prior to installation of the protection coarse, visually inspect all
other areas which cannot be water tested for voids, damage or rupture.
Repair as required.
7. MEMBRANE PROTECTION
As soon as possible after completion of a successful water test or visual
inspection and/or repairs, cover membrane with protection board as indicated
on the project drawings. All horizontal and vertical membrane must be
protected.
8. PRECAUTIONS
Persons having skin sensitive to urethane and bitumen compounds should
wear protective gloves and respiratory masks while applying. Mix and apply
these coatings in well ventilated areas while observing normal safety
precautions. Store Mer-Thane 320 and Mer-Thane Primer in tightly sealed
containers in cool, dry areas until ready to use.
9. MAINTENANCE WARRANTY
When this Elastomeric Coating System is installed, inspected and approved
in accordance with these specifications, and after final payment to the
applicator and supplier, Mer-Krete Systems/ Mer-Ko Materials a division of Parexlahabra , Inc., the Authorized Applicator
shall issue a standard Mer-Thane Maintenance Guarantee covering defects
in material and workmanship. This guarantee shall insure waterproofing
performance to the owner.
The dollar value of liability to Mer-Krete Systems/ Mer-Ko Materials a division of Parexlahabra , Inc. and buyer’s
remedy under this guarantee shall not exceed the purchase price of the
materials in question. No guarantee shall be given to cover conditions
of failure caused by misuse, mistreatment, faulty design, structural or
seismic failure, or other circumstances beyond the control of the supplier
and Authorized Applicator. No liability will be express or implied for
damages, in any respect, to any building or contents thereof.
MER-THANE
320
PROPERTY TYPICAL VALUE
Color Black
Base Rubber Modified
Polyurethane
VOC Content Less than 250 gm/l
Coverage per Dry Mil 1330 sq.ft./gal.
Hardness, Shore A 30-40
Tensile Strength 300 PSI
Ultimate Elongation 650%
Modulus at 100%
Elongation 100 PSI
Adhesion to Concrete 20 PLI
Permeability 0.1 perms
(60 mils thick)
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