HomeMy WebLinkAbout07 18 13 PedestrianTraffic Waterproofing MembraneTHE KENT
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THE KENT Issue Date 05.09.18 PEDESTRIAN TRAFFIC
WATERPROOFING MEMBRANE
THE KENT
SECTION 07 18 13 – PEDESTRIAN TRAFFIC WATERPROOFING MEMBRANE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes traffic coatings for the following applications:
1. Pedestrian traffic.
B. Related Requirements:
1. Division 06 “Rough Carpentry.”
2. Division 06 “Wood Balconies with Liquid-Applied Deck Coating.”
1.3 PRE-INSTALLATION MEETINGS
A. Pre-installation Conference: Conduct conference at Project site.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Include installation instructions and details, material descriptions, dry or wet film
thickness requirements, and finish.
B. Shop Drawings: For pedestrian traffic coatings.
1. Include details for treating substrate joints and cracks, flashings, deck penetrations, and
other termination conditions that are not included in manufacturer's product data.
C. Samples for Initial Selection: For each type of exposed finish.
D. Samples for Verification: For each type of exposed finish, prepared on rigid backing.
1. Provide stepped Samples on backing to illustrate buildup of traffic coatings.
1.5 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer.
1. Refer to Specification Section 01 40 00 “Quality Requirements.”
B. Product Certificates: For each type of pedestrian traffic coating.
C. Field quality-control reports.
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D. Sample Warranty: For manufacturer's warranty.
1.6 CLOSEOUT SUBMITTALS
A. Maintenance Data: For pedestrian traffic coatings to include in maintenance manuals.
1.7 QUALITY ASSURANCE
A. Installer Qualifications: Refer to Specification Section 01 40 00 “Quality Requirements.”
B. Manufacturer’s Qualifications: Refer to Specification Section 01 40 00 “Quality Requirements.”
C. Mockups: Build mockups, if requested in writing by Architect, to set quality standards for
materials and execution.
1. Build mockup for each pedestrian traffic coating and substrate to receive pedestrian
traffic coatings.
2. Size: 9 sq. ft. of each substrate to demonstrate surface preparation, joint and crack
treatment, thickness, texture, color, and standard of workmanship.
3. Approval of mockups does not constitute approval of deviations from the Contract
Documents contained in mockups unless Architect specifically approves such deviations
in writing.
4. Subject to compliance with requirements, approved mockups may become part of the
completed Work if undisturbed at time of Substantial Completion.
1.8 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Delivery: Deliver materials in the manufacturer’s original sealed and labeled containers and in
quantities required to allow continuity of application.
B. Storage: Store closed containers in a cool, dry well, ventilated area away from heat, direct
sunlight, oxidizing agents, strong acids and strong alkalis. Keep products away from open fire,
flame or any ignition source. Store temperature sensitive products at temperatures
recommended by the manufacturer. Quartz silica must be kept dry during storage and handling.
C. Damaged Material: Any materials that are found to be damaged or stored in any manner other
than stated above will be rejected, removed and replaced at the Contractor’s expense.
D. Handling: Handle all materials in such a manner as to preclude damage and contamination by
moisture or foreign matter. Keep away from open fire, flame or any ignition source. Vapors may
form explosive mixtures with air. Avoid skin and eye contact with these materials. Avoid
breathing fumes. Do not eat, drink or smoke in application area. Workers shall wear long sleeve
shirts, long pants and work boots. Workers shall wear butyl rubber or nitrile gloves when mixing
or applying product. Safety glasses with side shields shall be used for eye protection. Use local
exhaust ventilation to maintain worker exposure below TLV as listed on MSDS for respective
products. If the airborne concentration poses a health hazard, becomes irritating or exceeds
recommended limits, use a NIOSH approved respirator in accordance with OSHA Respirator
Protection requirements under 29 CFR 1910.134. The specific type of respirator will depend
upon the airborne concentration. A filtering face piece or dust mask is not acceptable for use
with this product if TLV filtering levels have been exceeded.
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THE KENT Issue Date 05.09.18 PEDESTRIAN TRAFFIC
WATERPROOFING MEMBRANE
THE KENT
1.9 FIELD CONDITIONS
A. Environmental Limitations: Apply pedestrian traffic coatings within the range of ambient and
substrate temperatures recommended in writing by manufacturer. Do not apply pedestrian traffic
coatings to damp or wet substrates, when temperatures are below 40 deg F, when relative
humidity exceeds 85 percent, or when temperatures are less than 5 deg F above dew point.
1. Do not apply pedestrian traffic coatings in snow, rain, fog, or mist, or when such weather
conditions are imminent during the application and curing period. Apply only when frost-
free conditions occur throughout the depth of substrate.
B. Do not install pedestrian traffic coating until items that penetrate membrane have been installed.
1.10 WARRANTY
A. Manufacturer's Warranty: Manufacturer agrees to repair or replace pedestrian traffic coating that
fails in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Adhesive or cohesive failures.
b. Abrasion or tearing failures.
c. Surface crazing or spalling.
d. Intrusion of water, oils, gasoline, grease, salt, deicer chemicals, or acids into deck
substrate.
2. Warranty Period: Five years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Source Limitations:
1. Obtain pedestrian traffic coatings from single source from single manufacturer.
2. Obtain primary pedestrian traffic-coating materials, including primers, from pedestrian
traffic-coating manufacturer. Obtain accessory materials including aggregates, sheet
flashings, joint sealants, and substrate repair materials of types and from sources
recommended in writing by primary material manufacturer.
2.2 PERFORMANCE REQUIREMENTS
A. Material Compatibility: Provide primers; base coat, intermediate coat, and topcoat; and
accessory materials that are compatible with one another and with substrate under conditions of
service and application, as demonstrated by manufacturer based on testing and field
experience.
2.3 SYSTEM DESCRIPTION
A. Liquid-Applied Pedestrian Traffic Waterproofing System: An unreinforced, fluid-applied, PMMA-
based waterproofing system having a textured and colored finished surface.
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2.4 PEDESTRIAN TRAFFIC COATING
A. Pedestrian Traffic Coating: Manufacturer's standard, traffic-bearing, seamless, high-solids-
content, cold liquid-applied, elastomeric, water-resistant membrane system with integral
wearing surface for pedestrian traffic; according to ASTM C 957.
1. Manufacturers: Subject to compliance with requirements, provide one of the product
systems listed or provide other product systems acceptable to Architect:
a. Siplast; Terapro Pedestrian Traffic Waterproofing System.
b. Kemper System; Kemperol AC Speed FR.
c. Johns Manville; Seamfree PMMA Liquid Membrane.
B. Primer: Liquid primer as recommended in writing for substrate and conditions by traffic-coating
manufacturer.
C. Preparatory and Base Coats:
1. Thicknesses: Minimum dry- or wet- film thickness as recommended in writing by
manufacturer for substrate and service conditions indicated.
D. Intermediate Coat:
1. Thicknesses: Minimum dry- or wet- film thickness as recommended in writing by
manufacturer for substrate and service conditions indicated, measured excluding
aggregate.
2. Aggregate Content: As recommended in writing by traffic-coating manufacturer for
substrate and service conditions indicated.
E. Topcoat:
1. Thicknesses: Minimum dry- or wet- film thickness as recommended in writing by
manufacturer for substrate and service conditions indicated, measured excluding
aggregate.
2. Aggregate Content: As recommended in writing by traffic-coating manufacturer for
substrate and service conditions indicated.
3. Color: As selected by Architect from manufacturer's full range.
F. Aggregate: Manufacturer's standard aggregate for each use indicated of particle sizes, shape,
and minimum hardness recommended in writing by traffic-coating manufacturer.
G. Fire-Test-Response Characteristics: Provide traffic-coating materials with the fire-test-response
characteristics as determined by testing identical products according to test method below for
deck type and slopes indicated by an independent testing and inspecting agency that is
acceptable to authorities having jurisdiction.
1. Class A according to ASTM E 108.
H. VOC Content: 250 g/L or less.
I. Low-Emitting Materials: Interior coatings shall comply with the testing and product requirements
of the California Department of Public Health's "Standard Method for the Testing and Evaluation
of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."
2.5 ACCESSORY MATERIALS
A. Joint Sealants: As specified in Section 07 92 00 "Joint Sealants." And ASTM C 920.
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B. Sheet Flashing: Non-staining sheet material recommended in writing by traffic-coating
manufacturer.
1. Thickness: Minimum 60 mils.
C. Adhesive: Contact adhesive recommended in writing by traffic-coating manufacturer.
D. Reinforcing Strip: Fiberglass mesh recommended in writing by traffic-coating manufacturer.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for maximum moisture content, surface smoothness, and other conditions
affecting performance of traffic-coating work.
B. Verify that substrates are visibly dry and free of moisture.
1. Test for moisture content by method recommended in writing by traffic-coating
manufacturer.
C. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of
traffic-coating work.
D. Proceed with installation only after unsatisfactory conditions have been corrected.
1. Begin coating application only after substrate construction and penetrating work have
been completed.
2. Begin coating application only after minimum drying period recommended in writing by
traffic-coating manufacturer has passed and after substrates are dry.
3. Application of coating indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Clean and prepare substrates according to ASTM C 1127 and manufacturer's written
instructions to produce clean, dust-free, dry substrate for traffic-coating application. Remove
projections, fill voids, and seal joints if any, as recommended in writing by traffic-coating
manufacturer.
B. Priming: Unless manufacturer recommends in writing against priming, prime substrates
according to manufacturer's written instructions.
1. Limit priming to areas that will be covered by traffic-coating material on same day.
Reprime areas exposed for more time than recommended by manufacturer.
C. Schedule preparation work so dust and other contaminants from process do not fall on wet,
newly coated surfaces.
D. Mask adjoining surfaces not receiving traffic coatings to prevent overspray, spillage, leaking,
and migration of coatings. Prevent traffic-coating materials from entering deck substrate
penetrations and clogging weep holes and drains.
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E. Plywood Substrate Preparation:
1. Plywood substrates shall be A/C or better, exterior grade sheathing having a minimum
thickness of 3/4- inch. Plywood shall be installed with the “A” side up. All plywood edges
shall be supported by blocking or primary framing and shall be fastened with counter
sunk non-corrosive screws at a minimum of 6 inches on center along the panel edges
and a minimum 12 inches on center over intermediate supports.
2. Prime A/C Ex. Plywood surfaces, including vertical surfaces at joints, using specified
primer prior to the application of the waterproof membrane. Fill joints per manufacturer’s
recommendations and strike joints flush with the plywood surface. Following cure of joint,
reinforce joints per manufacturer’s recommendations.
3.3 TERMINATIONS AND PENETRATIONS
A. Prepare vertical and horizontal surfaces at terminations and penetrations through pedestrian
traffic coatings and at expansion joints, drains, and sleeves according to ASTM C 1127 and
manufacturer's written instructions.
B. Provide sealant cants at penetrations and at reinforced and non-reinforced, deck-to-wall butt
joints.
C. Terminate edges of deck-to-deck expansion joints with preparatory base-coat strip.
D. Install sheet flashings at deck-to-wall expansion and dynamic joints, and bond to deck and wall
substrates according to manufacturer's written recommendations.
3.4 JOINT AND CRACK TREATMENT
A. Prepare, treat, rout, and fill joints and cracks in substrates according to ASTM C 1127 and
manufacturer's written recommendations. Before coating surfaces, remove dust and dirt from
joints and cracks according to ASTM D 4258.
1. Comply with recommendations in ASTM C 1193 for joint-sealant installation.
B. Apply reinforcing strip in traffic-coating system where recommended in writing by traffic-coating
manufacturer.
3.5 PEDESTRIAN TRAFFIC-COATING APPLICATION
A. General:
1. Apply pedestrian traffic coating according to ASTM C 1127 and manufacturer's written
instructions.
2. Apply coats of specified compositions for each type of pedestrian traffic coating at
locations as indicated on Drawings.
3. Start pedestrian traffic-coating application in presence of manufacturer's technical
representative.
4. Verify that wet-film thickness of each coat complies with requirements every 100 sq.
ft.
B. Mixing and Catalyzing of Resins: Thoroughly mix the entire drum of un-catalyzed resins for 2
minutes if pouring the resin into a second container when batch mixing. Catalyze only the amount
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THE KENT Issue Date 05.09.18 PEDESTRIAN TRAFFIC
WATERPROOFING MEMBRANE
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of material that can be used within its pot life. Add pre-measured catalyst powder to the resin
component and stir for 2 minutes using a slow speed mechanical agitator or mixing stir stick. The
amount of catalyst added is based on the weight of the resin used. Refer to the waterproofing
system’s manufacturer’s literature for mixing ratios.
C. Mixing and Catalyzing of Waterproofing Resin/Aggregate Filler Blends: Thoroughly mix the
entire drum of un-catalyzed resin and slowly add the amount of filler specified by the waterproofing
system manufacturer. Once the filler has been mixed into the resin component, add pre-measured
catalyst powder to the resin/filler mixture and stir for 2 minutes using a slow speed mechanical
agitator. The amount of catalyst added is based on the weight of the resin used. Refer to the
waterproofing system’s manufacturer’s literature for mixing ratios.
D. Priming: Using the appropriate primer, apply to prepared plywood surfaces that will receive the
waterproofing or flashing. Apply primers when ambient and substrate temperatures are falling
rather than rising to minimize the potential for pinhole formation. Apply the primer using a roller at
the rate specified by the primer manufacturer and allow to cure for 45 minutes. Do not let resin pool
or pond. Do not over-apply primers as this may interfere with proper primer catalyzation. When
calculating application rates, make allowances for saturation of roller covers and application
equipment.
E. Application of Unreinforced Quartz-Surfaced Waterproofing System over Prepared Substrates:
1. Using cleaner/solvent, primer surfaces to receive the field membrane. Allow the surface
to dry for a minimum of 20 minutes before continuing work.
2. Apply a layer of catalyzed waterproofing resin/aggregate filler mixture using a trowel or
stub roller at the rate specified by the waterproofing system manufacturer. Use a spiked
roller to remove trowel marks and to even the application of the waterproofing
resin/aggregate filler mixture.
3. Immediately broadcast natural quartz into the wet waterproofing layer/aggregate filler
mixture to refusal. Allow to cure for 2 hours. Sweep excess quartz from the surface.
4. Apply color finish using a roller or squeegee at the rate specified by the resin
manufacturer.
5. Allow the system to cure before exposure to foot or wheeled traffic.
6. Make allowances for saturation of roller covers and application equipment when
calculating resin application rates.
7. If work is interrupted for more than 12 hours or the surface of a catalyzed resin layer
becomes dirty or contaminated from exposure to the elements, thoroughly clean the area
with cleaner/solvent. Allow a minimum of 20 minutes for the solvent to evaporate before
continuing work. Complete the next application procedure within 60 minutes following the
evaporation of the cleaner/solvent.
3.6 FIELD QUALITY CONTROL
A. Testing Agency: Engage a qualified testing agency to perform the following field tests and
inspections:
1. Materials Testing:
a. Samples of material delivered to Project site shall be taken, identified, sealed, and
certified in presence of Contractor.
b. Testing agency shall perform tests for characteristics specified, using applicable
referenced testing procedures.
c. Testing agency shall verify thickness of coatings during pedestrian traffic-coating
application for each 600 sq. ft. of installed traffic coating or part thereof.
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B. Final Pedestrian Traffic-Coating Inspection: Arrange for pedestrian traffic-coating manufacturer's
technical personnel to inspect membrane installation on completion.
1. Notify Architect or Owner 48 hours in advance of date and time of inspection.
C. Waterproofing will be considered defective if it does not pass tests and inspections.
D. Prepare test and inspection reports.
3.7 PROTECTING AND CLEANING
A. Protect pedestrian traffic coatings from damage and wear during remainder of construction
period.
B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures
recommended by manufacturer of affected construction.
C. Notification of Completion: Contractor shall notify manufacturer by using manufacturer’s
required notification method. Such notice is required prior to scheduling a final inspection date.
D. Final Inspection: Hold a meeting at the completion of the membrane application attended by all
parties present at the pre-job conference. A punch list of items required for completion shall be
compiled by the /contractor and the manufacturer’s representative. It shall be completed with
copies going to the Architect, Construction Manager, Contractor and manufacturer.
E. Issuance of Warranties or Guarantees: Contractor shall complete all of post installation
procedures and meet manufacturer’s final endorsement requirements for issuance of warranties
or guarantees.
END OF SECTION 07 18 13