07_1413_-_HOT_FLUID-APPLIED_RUBBERIZED_ASPHALT_WATERPROOFING_0009.pdf
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- Attached to
- NAMA 216042 - Lincoln Memorial Rehabilitation
- Solicitation number
- 140P2022R0046
About this file
This document provides specifications for a hot fluid-applied rubberized asphalt waterproofing membrane system for the Lincoln Memorial rehabilitation project. The National Park Service is soliciting bids for the waterproofing of the Lincoln Memorial undercroft, which will involve preparing the substrate, installing flashings and terminations, applying a two-layer reinforced hot rubberized asphalt membrane to achieve a total thickness of 215 mils, covering with a protection course, installing molded-sheet drainage panels and insulation, and conducting flood testing to verify the system is watertight. Bids are due under solicitation number 140P2022R0046 by January 14, 2023, with work to be completed by November 30, 2023.
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NAMA - 216042 07 14 13 - 1
HOT FLUID-APPLIED
RUBBERIZED ASPHALT
WATERPROOFING
SECTION 07 14 13 - HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING
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:
1. Hot fluid-applied, rubberized-asphalt waterproofing membrane.
2. Molded-sheet drainage panels.
3. Insulation.
B. Related Requirements:
1. Section 07 92 00 "Joint Sealants" for joint sealants, joint fillers, and joint preparation.
1.3 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1. Review waterproofing requirements, including surface preparation, substrate condition and pretreatment, minimum curing period, forecasted weather conditions, special details and sheet flashings, installation procedures, testing and inspection procedures, and protection and repairs.
1.4 ACTION SUBMITTALS
A. Product Data: For each type of product. Include manufacturer's written instructions for evaluating, preparing, and treating substrate, technical data, and tested physical and performance properties of waterproofing.
B. Shop Drawings: Show locations and extent of waterproofing. Include details for substrate joints and cracks, sheet flashings, penetrations, inside and outside corners, tie-ins to adjoining waterproofing, and other termination conditions.
1. Include setting drawings showing layout, sizes, sections, profiles, and joint details of pedestal-supported concrete pavers.
C. Sustainable Design Submittals:
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1. Submit complete data, environmental information, and certificates required by Division 1 section on required sustainability.
D. Samples: For plaza-deck pavers, full sized in each color and texture required.
1.5 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer and testing agency.
B. Field quality-control reports.
C. Sample Warranties: For special warranties.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: An authorized representative who is trained and approved by manufacturer.
B. Mockups: Install waterproofing to 100 sq. ft. of deck and of wall to demonstrate surface preparation, crack and joint treatment, corner treatment, thickness, texture, and execution quality.
1. Approval of mockups does not constitute approval of deviations from the Contract
Documents contained in mockups unless Architect specifically approves such deviations in writing.
2. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by waterproofing manufacturer.
B. Remove and replace liquid materials that cannot be applied within their stated shelf life.
C. Protect stored materials from direct sunlight.
1.8 FIELD CONDITIONS
A. Weather Limitations: Apply waterproofing within the range of ambient and substrate temperatures recommended by waterproofing manufacturer. Do not apply waterproofing to a damp or wet substrate, or when temperature is below zero deg F.
1. Do not apply waterproofing in snow, rain, fog, or mist.
B. Maintain adequate ventilation during application and curing of waterproofing materials.
NAMA - 216042 07 14 13 - 3
1.9 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace waterproofing and sheet flashings that do not comply with requirements or that fail to remain watertight within specified warranty period.
1. Warranty includes removing and reinstalling protection board, drainage panels, insulation, pedestals, and pedestal-mounted pavers on plaza decks.
2. Warranty insulation retains 80 percent of original published thermal value.
3. Warranty pavers do not dish or warp and do not crack, split, or disintegrate in freeze-thaw conditions.
4. Warranty Period: 10 years from date of Substantial Completion.
B. Special Installer's Warranty: Specified form signed by Installer, covering Work of this Section, for warranty period of 5 years.
1. Warranty includes removing and reinstalling protection board, drainage panels, insulation, pedestals, and pedestal-mounted pavers on plaza decks.
PART 2 - PRODUCTS
2.1 SOURCE LIMITATIONS
A. Source Limitations: Obtain waterproofing materials, sheet flashings, protection course, molded-sheet drainage panels, and insulation from single source from single manufacturer.
2.2 WATERPROOFING MEMBRANE
A. Hot Fluid-Applied, Rubberized-Asphalt Waterproofing Membrane: Single component; 100 percent solids; hot fluid-applied, rubberized asphalt.
1. Basis-of-Design Product: Subject to compliance with requirements, provide American
Hydrotech, Inc.; Monolithic Membrane 6135 or a comparable approved product by one of the following:
a. Carlisle Coatings & Waterproofing Inc.
b. Henry Company.
c. Soprema, Inc.
d. Tremco Incorporated.
2.3 ACCESSORIES
A. General: Accessory materials recommended by waterproofing manufacturer for intended use and compatible with waterproofing.
B. Primer: ASTM D41/D41M, asphaltic primer.
NAMA - 216042 07 14 13 - 4
C. Elastomeric Sheet: 50-mil-minimum, uncured sheet neoprene with manufacturer's recommended contact adhesives as follows:
1. Tensile Strength: 1400 psi minimum; ASTM D412, Die C.
2. Elongation: 300 percent minimum; ASTM D412.
3. Tear Resistance: 125 psi minimum; ASTM D624, Die C.
4. Brittleness: Does not break at minus 30 deg F; ASTM D2137.
D. Metal Termination Bars: Manufacturer's standard, predrilled stainless steel or aluminum termination bars; approximately 1 by 1/8 inch thick; with stainless steel anchors.
E. Sealants and Accessories: Manufacturer's recommended sealants and accessories.
F. Reinforcing Fabric: Manufacturer's recommended, spun-bonded polyester fabric.
G. Asphaltic Protection Course: ASTM D6506, semirigid sheets of fiberglass or mineral-reinforced-asphaltic core, pressure laminated between two asphalt-saturated fibrous liners and as follows:
1. Thickness: 1/8 inch , nominal, for vertical applications; 1/4 inch , nominal, elsewhere.
H. Rubberized Sheet Protection Course: Manufacturer's standard, 80- to 90-mil-thick, fiberglass-reinforced rubberized asphalt or modified bituminous sheet.
2.4 MOLDED-SHEET DRAINAGE PANELS
A. Nonwoven-Geotextile-Faced, Molded-Sheet Drainage Panel: Manufactured composite subsurface drainage panels consisting of a nonwoven, needle-punched geotextile facing with an apparent opening size not exceeding No. 70 sieve, laminated to one side with [without] a polymeric film bonded to the other side of a studded, nonbiodegradable, molded-plastic-sheet drainage core, with a vertical flow rate of 9 to 15 gpm/ft..
2.5 INSULATION
A. Board Insulation: Extruded-polystyrene board insulation complying with ASTM C578, Type VII, 60 psi minimum compressive resistance, square edged.
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. DiversiFoam Products.
b. Kingspan Insulation LLC.
c. Owens Corning.
d. T. Clear Corporation, a subsidiary of Fin Pan Inc.
e. The Dow Chemical Company.
NAMA - 216042 07 14 13 - 5
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
1. Verify that concrete has cured and aged for minimum time period recommended by waterproofing manufacturer.
2. Verify that substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method in accordance with ASTM D4263.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean and prepare substrates according to manufacturer's written instructions. Provide clean, dust-free, and dry substrate for waterproofing application.
B. Mask off adjoining surfaces not receiving waterproofing to prevent spillage and overspray affecting other construction.
C. Close off deck drains and other deck penetrations to prevent spillage and migration of waterproofing fluids.
D. Remove grease, oil, form-release agents, paints, curing compounds, and other penetrating contaminants or film-forming coatings from concrete.
1. Abrasive blast clean concrete surfaces uniformly to expose top surface of fine aggregate in accordance with ASTM D4259 with a self-contained, recirculating, blast-cleaning apparatus. Remove material to provide a sound surface free of laitance, glaze, efflorescence, curing compounds, concrete hardeners, or form-release agents. Remove remaining loose material and clean surfaces in accordance with ASTM D4258.
E. Remove fins, ridges, and other projections, and fill honeycomb, aggregate pockets, and other voids.
3.3 JOINTS, CRACKS, AND TERMINATIONS
A. Prepare and treat substrates to receive waterproofing membrane, including joints and cracks, deck drains, corners, and penetrations according to manufacturer's written instructions.
1. Rout and fill joints and cracks in substrate. Before filling, remove dust and dirt in accordance with ASTM D4258.
2. Adhere strip of elastomeric sheet to substrate in a layer of hot rubberized asphalt. Extend elastomeric sheet a minimum of 6 inches on each side of moving joints and cracks or
NAMA - 216042 07 14 13 - 6
joints and cracks exceeding 1/8 inch thick, and beyond deck drains and penetrations.
Apply second layer of hot fluid-applied, rubberized asphalt over elastomeric sheet.
3. Embed strip of reinforcing fabric into a layer of hot rubberized asphalt. Extend reinforcing fabric a minimum of 6 inches on each side of nonmoving joints and cracks not exceeding 1/8 inch thick, and beyond roof drains and penetrations.
a. Apply second layer of hot fluid-applied, rubberized asphalt over reinforcing fabric.
B. At expansion joints and discontinuous deck-to-wall or deck-to-deck joints, bridge joints with elastomeric sheet extended a minimum of 6 inches on each side of joints and adhere to substrates in a layer of hot rubberized asphalt. Apply second layer of hot fluid-applied, rubberized asphalt over elastomeric sheet.
3.4 INSTALLATION OF FLASHING
A. Install elastomeric sheets at terminations of waterproofing membrane according to manufacturer's written instructions.
B. Prime substrate with asphalt primer.
C. Install elastomeric sheet and adhere to deck and wall substrates in a layer of hot rubberized asphalt.
D. Extend elastomeric sheet up walls or parapets a minimum of 8 inches above plaza-deck pavers and 6 inches onto deck to be waterproofed.
E. Install termination bars and mechanically fasten to top of elastomeric flashing sheet at terminations and perimeter of waterproofing.
3.5 INSTALLATION OF HOT FLUID-APPLIED, RUBBERIZED ASPHALT
WATERPROOFING MEMBRANE
A. Apply primer, at manufacturer's recommended rate, over prepared substrate and allow it to dry.
B. Heat and apply rubberized asphalt according to manufacturer's written instructions.
1. Heat rubberized asphalt in an oil- or air-jacketed melter with mechanical agitator specifically designed for heating rubberized asphalt.
C. Start application with manufacturer's authorized representative present.
D. Reinforced Membrane: Apply hot rubberized asphalt to substrates and adjoining surfaces indicated. Spread to a thickness of 90 mils; embed reinforcing fabric, overlapping sheets 2 inches; spread another 125-mil-thick layer to provide a uniform, reinforced, seamless membrane
215 mils thick.
E. Apply waterproofing over prepared joints and up wall terminations and vertical surfaces to heights indicated or required by manufacturer.
NAMA - 216042 07 14 13 - 7
F. Cover waterproofing with protection course with overlapped joints before membrane is subject to backfilling or construction or vehicular traffic.
3.6 INSTALLATION OF MOLDED-SHEET DRAINAGE PANELS
A. Place and secure molded-sheet drainage panels, with geotextile facing away from wall or deck substrate according to manufacturer's written instructions. Use methods that do not penetrate waterproofing. Lap edges and ends of geotextile to maintain continuity. Protect installed molded-sheet drainage panels during subsequent construction.
1. For vertical applications, install board insulation and protection course before installing drainage panels.
3.7 INSTALLATION OF INSULATION
A. Install two or more layers of board insulation to achieve required thickness and insulation drainage panels over waterproofed surfaces. Cut and fit to within 3/4 inch of projections and penetrations.
B. On vertical surfaces, set insulation units into rubberized asphalt according to manufacturer's written instructions.
C. On horizontal surfaces, loosely lay insulation units according to manufacturer's written instructions. Stagger end joints and tightly abut insulation units.
3.8 FIELD QUALITY CONTROL
A. Engage a full-time site representative qualified by waterproofing membrane manufacturer to inspect substrate conditions; surface preparation; and application of membrane, flashings, protection, and drainage components; furnish daily reports to Architect.
1. Site representative is to measure membrane thickness with pin tester or other suitable device at least once for every 100 sq. ft. and include measurements in reports.
B. Testing Agency: Engage a qualified testing agency to inspect substrate conditions, surface preparation, waterproofing application, protection, and drainage components, and to furnish reports to Architect.
1. Conduct integrity testing of waterproofing membranes under non-hydrostatic conditions.
2. Testing agency confirmation of the suitability of using non-destructive test equipment (unit type and field protocol) must be established prior to proceeding with field test activities.
1. Flood Testing: Flood test each deck area for leaks, in accordance with recommendations in ASTM D5957, after completing and protecting waterproofing but before overlaying construction is placed. Install temporary containment assemblies, plug or dam drains, and flood with potable water. Testing agency is to observe flood testing.
NAMA - 216042 07 14 13 - 8
a. Flood to an average depth of 2-1/2 inches with a minimum depth of 1 inch and not exceeding a depth of 4 inches. Maintain 2 inches of clearance from top of sheet flashings.
b. Flood each area for 72 hours.
c. After flood testing, repair leaks, repeat flood tests, and make further repairs until waterproofing installation is watertight.
d. Do not overload structural supports.
3. Electric Field Vector Mapping (EFVM): Testing agency is to survey entire waterproofing area for potential leaks using EFVM.
2.
3.9 CLEANING AND PROTECTION
A. Protect waterproofing from damage and wear during remainder of construction period.
B. Protect installed board insulation and insulation drainage panels from damage due to UV light, harmful weather exposures, physical abuse, and other causes. Provide temporary coverings where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation.
C. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.
END OF SECTION 07 14 13
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