ࡱ> Q objbj88 HZeZeem5"5"5"5"5"I"I"I"8"T"I"3y#p#($$$E%n%$%.3030303030303$Y58\T35"%E%E%%%T35"5"$$4i3'''%v5"$5"$`2'%.3''r\-4/$%6a&R/"L2303/2k9&k9//k95"/T%%'%%%%%T3T3G'%%%3%%%%k9%%%%%%%%% : SECTION 07 1413 - HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING Maintain Section format, including the UH master spec designation and version date in bold in the center columns of the header and footer. Complete the header and footer with Project information. Verify that Section titles referenced in this Section are correct for this Project's Specifications; Section titles may have changed. Revise this Section by deleting and inserting text to meet Project-specific requirements. This Section uses the term "Architect." Change this term to match that used to identify the design professional as defined in the General and Supplementary Conditions. Verify that Section titles referenced in this Section are correct for this Project's Specifications; Section titles may have changed. Delete hidden text after this Section has been edited for the Project. GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. The Contractor's attention is specifically directed, but not limited, to the following documents for additional requirements: The current version of the Uniform General Conditions for Construction Contracts, State of Texas, available on the web site of the Texas Facilities Commission. The 91Ƶs Supplemental General Conditions and Special Conditions for Construction. SUMMARY Section Includes: Rubberized-asphalt waterproofing membrane,reinforced. Molded-sheet drainage panels. Insulation. Plaza deck pavers. ACTION SUBMITTALS Product Data: For each type of product indicated. 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. Show layout (including colors and patterns), sizes, sections, profiles, and joint details of concrete pavers with paver support assemblies. Samples: 12-inch-by-12-inch square of prefabricated drainage composite. Concrete paver, full sized, in each color and texture required. Paver pedestal assembly. INFORMATIONAL SUBMITTALS Product test reports: From qualified independent testing agency indicating and interpreting test results of waterproofing for compliance with requirements, based on comprehensive testing of current waterproofing formulations. Sample warranties: Copies of Waterproofing manufacturers warranty; Waterproofing installers warranty; and Contractors warranty, all stating obligations, remedies, limitations, and exclusions. All to be submitted with Bid. QUALITY ASSURANCE Retain first paragraph below if applicable. For warranty purposes, manufacturer may qualify an installer. Coordinate paragraph with qualifications manufacturer requires of Installer. Installer Qualifications: A firm that is approved or licensed by manufacturer for installation of waterproofing required for this Project and is eligible to receive special warranties specified. Preinstallation Conference: Conduct conference at Project site. Mockups: Install approximately 10-foot-by-10-foot area of pavers and paver supports to demonstrate aesthetic affects and quality of materials and execution. If Architect/Engineer determines mockup does not comply with requirements, modify mockup or construct new mockup until mockup is approved. Approved mockup will be standard for judging completed Work. Approved mockup may become part of completed Work if undisturbed at time of Substantial Completion. PROJECT CONDITIONS Environmental 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 0 degF (minus 18 degC). Verify existing dimensions and details prior to start of waterproofing Work. Notify Architect/Engineer of conditions found to be different than those indicated in the Contract Documents. Architect/Engineer will review situation and inform Contractor and Waterproofing Installer of changes. Protect existing waterproofing from damage from construction activities. Repair damage to existing waterproofing from construction activities that result in leakage. Ensure that drains are operational at the end of each workday or if precipitation is forecast. Handle and install materials in strict accordance with safety requirements required by waterproofing manufacturer; Safety Data Sheets (SDS); and local, state, and federal rules and regulations. Maintain Safety Data Sheets (SDS) with materials in storage area and available for ready reference on Site. Maintain adequate ventilation during application and curing of waterproofing materials. Locate kettles away from flammable materials and mechanical air intake systems. Observe fire, safety, and pollution regulations of governing authorities. Adhesives contain petroleum distillates and are extremely flammable. Do not breathe vapors or use near open fire. Do not use in confined areas without adequate ventilation. Consult container and packaging labels and Safety Data Sheets for specific safety information. WARRANTY When warranties are required, verify with Owner's counsel that special warranties stated in this article are not less than remedies available to Owner under prevailing local laws. Special Warranty: Waterproofing manufacturer's standard form in which 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. Verify available warranties and warranty periods with manufacturers listed in Part2 articles. Warranty Period: 15 years from date of Substantial Completion. PRODUCTS WATERPROOFING MEMBRANE Source Limitations: Obtain materials through one source from single waterproofing manufacturer, or from sources approved by waterproofing manufacturer. Hot Fluid-Applied, Rubberized-Asphalt Waterproofing Membrane: Single component; 100 percent solids; hot fluid-applied, rubberized asphalt. HYPERLINK "http://www.specagent.com/LookUp/?ulid=4322&mf=04&src=wd"Products: Subject to compliance with requirements, available products that may be incorporated into the Work include the following: HYPERLINK "http://www.specagent.com/LookUp/?uid=123456799134&mf=04&src=wd"American Hydrotech, Inc.; Monolithic Membrane6125 Tremco, Inc.: Tremproof 6100 FLASHING SHEET MATERIALS Retain paragraph below if elastomeric flashing sheets are used as concealed flashings. Revise or insert proprietary flashing sheets, such as self-adhering, rubberized asphalt with fabric facer or modified bituminous sheet, if flashing is not subject to hydrostatic head or frequent immersion in water. Elastomeric Flashing Sheet: 50-mil- (1.3-mm-) minimum, uncured sheet neoprene as follows: Tensile Strength: 1400 psi (9.6 MPa) minimum; ASTMD412, DieC. Elongation: 300 percent minimum; ASTMD412. Tear Resistance: 125 psi (860 kPa) minimum; ASTMD624, DieC. Brittleness: Does not break at minus 30 degF (34 degC); ASTMD2137. Modified-Bituminous Flashing Sheet: SBS-modified bituminous sheet; 160-mil thick; woven-or-non-woven, polyester-or-glass-fiber reinforced; suitable for application method specified; granular surfaced. Color as selected by Architect/Engineer. Detail and fasten as shown on Drawings. AUXILIARY MATERIALS Primer: ASTMD41, asphaltic primer. Retain first paragraph below if elastomeric sheets are used to reinforce joints, cracks, and terminations. Elastomeric Sheet: 50-mil- (1.3-mm-) minimum, uncured sheet neoprene as follows: Tensile Strength: 1400 psi (9.6 MPa) minimum; ASTMD412, DieC. Elongation: 300 percent minimum; ASTMD412. Tear Resistance: 125 psi (860 kPa) minimum; ASTMD624, DieC. Brittleness: Does not break at minus 30 degF (34 degC); ASTMD2137. Splicing Cement (used to bond elastomeric flashing sheets together): As recommended by waterproofing manufacturer for type of elastomeric flashing sheet. Lap Sealant (used to seal edges of elastomeric flashing sheet splices): As recommended by waterproofing manufacturer for type of elastomeric flashing sheet. Bonding Adhesive (used to bond elastomeric flashing sheets to an approved substrate: As recommended by waterproofing manufacturer for type of flashing sheet. Retain first paragraph below if required by manufacturer to fasten top edge of elastomeric flashing sheet against wall at expansion or moving joints. Metal Termination Bars: Manufacturer's standard, predrilled stainless-steel or aluminum termination bars; approximately 1 by 1/8 inch (25 by 3 mm) thick; with anchors. Sealants and Accessories: Manufacturer's recommended sealants and accessories. Retain first paragraph below for joint-reinforcing fabric strips and for reinforced waterproofing membrane. Reinforcing Fabric: Manufacturer's recommended, spun-bonded polyester fabric. Retain one of two paragraphs below or revise to insert other protection materials. Distinguish locations such as plaza deck and foundation walls if more than one type of protection course is required. Protection Course: Manufacturer's standard, 80- to 90-mil- (2.0- to 2.3-mm-) thick, fiberglass-reinforced rubberized asphalt or modified bituminous sheet. Protection Course Adhesive: As recommended by waterproofing manufacturer for type of protection course. MOLDED-SHEET DRAINAGE PANELS Retain this article if drainage panels are required. Retain first paragraph below if specifying nonwoven-geotextile-faced drainage panels, usually for foundation walls. Retain paragraph below if specifying woven-geotextile-faced drainage panels, usually for plaza decks. Woven-Geotextile-Faced, Molded-Sheet Drainage Panel: Manufactured composite subsurface drainage panels consisting of a woven-geotextile facing with an apparent opening size not exceeding No.40 (0.43-mm) sieve, laminated to one side without a polymeric film bonded to the other side of a studded, non-biodegradable, molded-plastic-sheet drainage core, with a horizontal flow rate not less than 2.8 gpm/ft. (35L/min. perm) INSULATION Retain first paragraph below if board insulation is required over waterproofing and if board insulation forms the first layer beneath an insulation drainage panel. Board Insulation: Extruded-polystyrene board insulation complying with ASTMC578, square edged. TypeIV and TypeVI insulation in first two subparagraphs below are usually limited to vertical applications. TypeVII and TypeV insulation, with higher compressive strengths, are used on plaza decks. TypeVII, 60-psi (414-kPa) minimum compressive strength. TypeV, 100-psi (690-kPa) minimum compressive strength. FILTER FABRIC Non-woven Geotextile: Non-woven needle-punched geotextile, manufactured for subsurface drainage, made from polyolefins or polyesters. Grab Strength: ASTM D4632 - 82 pounds minimum. Puncture Strength: ASTM D4833 - 45 pounds minimum. Elongation: ASTM D4632 - 50 percent minimum. Permittivity: ASTM D4491 - 0.5 per second minimum. Water Flow Rate: ASTM D4491 - 140 gallons per minute per square foot minimum. Apparent Opening Size: ASTM D4751 - No. 70 sieve minimum. Retain paragraph below for plaza deck applications if an unfaced insulation drainage panel with ribbed drainage channels is required. Retain TypeVI insulation for limited, intermittent pedestrian traffic or TypeVII for heavier pedestrian traffic. Dow's "Styrofoam Ribbed Roofmate" and Owens Corning's "Foamular404RB" are TypeVI; DiversiFoam's "CertiFoam Plaza Deck" and Owens Corning's "Foamular604RB" are TypeVII. PLAZA DECK PAVERS Retain first paragraph below if plaza deck concrete pavers are required. Verify availability of deck pavers with characteristics selected. Below describes concrete pavers commonly used in pedestal-set applications over insulation and waterproofing or for placement on a setting bed. Limit pedestal systems to pedestrian plazas. Plaza Deck Pavers: Heavyweight, hydraulically pressed, concrete units, square edged, manufactured for use as plaza deck pavers; minimum compressive strength 6500 psi (45 MPa), ASTMC140; absorption not greater than 5 percent, ASTMC140; no breakage and maximum 1 percent mass loss when tested for freeze-thaw resistance according to ASTMC67. See Editing Instruction No.1 in the Evaluations for cautions about naming manufacturers. Retain one of first two subparagraphs and list of manufacturers below. See Section01 6000 "Product Requirements." Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include the following: HYPERLINK "http://www.specagent.com/LookUp/?uid=123456799134&mf=04&src=wd"American Hydrotech, Inc. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456799148&mf=04&src=wd"Hanover Architectural Products. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456799154&mf=04&src=wd"Wausau Tile, Inc.; Terra-Paving Division. HYPERLINK "http://www.specagent.com/LookUp/?uid=123456799156&mf=04&src=wd"Westile Roofing Products. Select one thickness and one face size from options in first two subparagraphs below. Include special paver sizes and insert descriptions of custom pavers such as stair tread and riser units, coping or curbed termination pavers, and oversize pavers. Thickness 2 inches (51 mm). Face Size: As indicated. Color: As selected by Architect from manufacturer's full range. Paver Supports: Paver manufacturers standard SBR rubber, high-density polyethylene, or polyurethane paver support assembly, including adjustable pedestals, shims, and spacer tabs for joint spacing of 3/16 inch. Concrete Fill: ACI 301, compressive strength of 5,000 pounds per square inch at 28 days and air content of six percent Retain paragraph below if using pedestal systems for paver supports. EXECUTION EXAMINATION Examine substrates and conditions with waterproofing installer and waterproofing manufacturers representative for compliance with requirements and other conditions affecting installation or performance of waterproofing. Ensure that work done by other trades is complete and ready for waterproofing Work. Verify that areas and conditions under which waterproofing Work is to be performed permit proper and timely completion of Work. Notify Architect/Engineer in writing of conditions that may adversely affect installation or performance waterproofing and recommend corrections. Do not proceed with waterproofing Work until adverse conditions have been corrected and reviewed by Architect/Engineer. Commencing waterproofing Work constitutes acceptance of Work surfaces and conditions. PREPARATION Clean and prepare substrates according to manufacturer's written instructions. Provide clean, dust-free, and dry substrate for waterproofing application. Test for moisture on new concrete decks by pouring one pint of hot, fluid-applied, rubberized asphalt on deck at start of each days Work and at start of each roof area or plane. Do not proceed with waterproofing Work if test sample foams or can be easily and cleanly stripped after cooling. If necessary, test for moisture vapor emission by plastic sheet method according to ASTMD4263. Mask off adjoining surfaces not receiving waterproofing to prevent spillage and overspray affecting other construction. Close off deck drains and other deck penetrations to prevent spillage and migration of waterproofing fluids. Remove grease, oil, form-release agents, paints, curing compounds, and other penetrating contaminants or film-forming coatings from concrete. Remove fins, ridges, and other projections and fill honeycomb, aggregate pockets, and other voids. Verify that concrete curbs, expansion joints, and transitions from one surface plane to another (inside and outside corners) are cleanly formed and free of broken edges and excess concrete. Shot-blast or scarify concrete to provide clean surface, free of laitance, dirt, and other loose or foreign material. Uniformly clean concrete surfaces by abrasive blast, according to ASTM D4259, to expose top surface of fine aggregate and provide sound surface, free of laitance, dirt, and other loose or foreign material. Use self-contained, recirculating, blast-cleaning apparatus. Remove remaining loose material and clean surfaces according to ASTM D4258. Produce surface texture equal to CSP 3 or 4 from ICRI Guide for Selecting and Specifying Concrete Surface Preparation. Waterproofing installer and waterproofing manufacturers representative shall examine substrate to ensure that it is properly prepared and ready to receive waterproofing. Waterproofing manufacturers representative shall report in writing to Waterproofing Installer and Architect/Engineer conditions which will adversely affect waterproofing system installation or performance. Do not proceed with waterproofing installation until these conditions have been corrected and reviewed by Architect/Engineer. Proceed with installation only after unsatisfactory conditions have been corrected. Commencing installation constitutes acceptance of Work surfaces and conditions. JOINTS, CRACKS, AND TERMINATIONS Prepare and treat substrates to receive waterproofing membrane, including joints and cracks, deck drains, corners, and penetrations according to manufacturer's written instructions. Usually retain first two subparagraphs below. Retain first for reinforcing strips over moving or large joints and cracks. Adhere strip of elastomeric sheet to substrate in a layer of hot rubberized asphalt. Extend elastomeric sheet a minimum of 6 inches (150 mm) on each side of moving joints and cracks or joints and cracks exceeding 1/8 inch (3 mm) thick, and beyond deck drains and penetrations. Apply second layer of hot fluid-applied, rubberized asphalt over elastomeric sheet. Retain first subparagraph below for reinforcing strips over nonmoving joints and cracks not exceeding 1/8 inch (3 mm) thick. Embed strip of reinforcing fabric into a layer of hot rubberized asphalt. Extend reinforcing fabric a minimum of 6 inches (150 mm) on each side of nonmoving joints and cracks not exceeding 1/8 inch (3 mm) thick, and beyond roof drains and penetrations. Retain subparagraph below with fabric-reinforced joints for unreinforced waterproofing membrane. Revise or delete paragraph below if using expansion-joint gaskets or expansion-joint cover assemblies. Do not use modified bituminous flashing sheets for this condition. At expansion joints and discontinuous deck-to-wall or deck-to-deck joints, bridge joints with elastomeric sheet extended a minimum of 6 inches (150 mm) 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. FLASHING INSTALLATION Install elastomeric flashing sheets at terminations of waterproofing membrane according to manufacturer's written instructions. Begin flashing installation only when weather conditions are conducive to installation of materials. Do not apply in environmental conditions exceeding recommendations of waterproofing manufacturer. Install flashing according to manufacturers written instructions at the following: Non-moving cracks and joints. Expansion joints, discontinuous deck to wall, and deck to deck joints. Drains. Penetration at pipes, supports, and vents. Parapet walls, and curbs. MEMBRANE APPLICATION Apply primer, at manufacturer's recommended rate and environmental conditions, over prepared substrate and allow to dry. Do not spray primer onto previously-installed waterproofing. Allow sufficient time for primer to thoroughly dry prior to waterproofing application. Waterproofing will not bond to primer which has not dried. Primer should "tan" concrete surface, not blacken it. Heat and apply rubberized asphalt according to manufacturer's written instructions. Do not apply in environmental conditions exceeding recommendations of waterproofing manufacturer. Install components of waterproofing system in sequence and in such quantities that entire waterproofing system in Work area is completed by the end of the da Retain last paragraph above or first below, or both. If retaining both, indicate location of each system on Drawings. Reinforced Membrane: Apply hot rubberized asphalt to substrates and adjoining surfaces indicated. Spread to a thickness of 90 mils (2.3 mm); embed reinforcing fabric, overlapping sheets 2 inches (50 mm); spread another 125-mil- (3.2-mm-) thick layer to provide a uniform, reinforced, seamless membrane 215 mils (5.5 mm) thick. Apply waterproofing over prepared joints and up wall terminations and vertical surfaces to heights indicated or required by manufacturer. Protection course also prevents insulation from sticking to membrane. Cover waterproofing with protection course with overlapped joints while waterproofing is still warm to ensure good bond is achieved. Provide water cut-offs where and when danger of moisture getting under new waterproofing exists. Install water cut-offs at the end of each workday and completely remove prior to beginning new waterproofing installation Work on next workday. Use materials and methods in accordance with waterproofing manufacturers written instructions. MOLDED-SHEET DRAINAGE PANEL INSTALLATION Install protection course with ends butted tightly together, before starting subsequent construction activities. 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. Retain subparagraph below if board insulation or protection course is installed before installing molded-sheet drainage panels. For vertical applications, install protection course before installing drainage panels. INSULATION INSTALLATION Install insulation over waterproofed surfaces according to manufacturer's written instructions. FILTER FABRIC Install filter fabric in accordance with waterproofing manufacturers written instructions. Overlap edges at least 12 inches. Install filter fabric so that no joints will exist between sheets parallel to and within 6 feet of perimeter. Extend filter fabric to 3 inches above insulation at perimeter and penetrations. Install filter fabric at other locations shown on Drawings. PLAZA DECK PAVER INSTALLATION Install concrete pavers in locations indicated according to manufacturer's written instructions. Retain first two paragraphs below if setting pavers on paving pedestals. Accurately install adjustable-height paver pedestals and accessories in locations and to elevations required. Adjust for final level and slope with shims. Loosely lay pavers on pedestals, maintaining a uniform open joint width. Tightly seat pavers against spacers to eliminate lateral movement or drift of paving assembly. Align joint patterns parallel in each direction. Install pavers to not vary more than 1/16 inch (1.6 mm) in elevation between adjacent pavers or more than 1/16 inch (1.6 mm) from surface plane elevation of individual paver. Maintain tolerances of paving installation within 1/4 inch in 10 feet of surface plane in any direction. FIELD QUALITY CONTROL Site visits by waterproofing manufacturers representative. Waterproofing manufacturers representative shall visit Site at the following times. At beginning of waterproofing installation to establish standard of quality to be used for remainder of waterproofing Work. Periodically during Work at critical times and as required to meet provisions of waterproofing manufacturers warranty. Submit written report with observations, field decisions, and request for design changes to Architect/Engineer for each Site visit. Coordinate Site visits with Architect/Engineer. Electric Field Vector Mapping (EFVM). Provide EFVM leak detection in accordance with ASTM D7877 Electronic Methods for Detecting and Locating Leaks in Waterproof Membranes for testing of capillary defects and/or breaches in the membrane. Testing, including a written report of the testing results, is to be administered by a qualified testing agency. Test the entire membrane on an area-by-area basis. Wet the entire membrane test area with water prior to the start of each test and maintain wet for the duration of testing. Verify integrity of the membrane at drains and penetrations by localized testing. If a breach is detected, the Applicator shall make repairs according to the follow guidelines: Open wet area and allow deck to dry. Dry out or replace wet leveling layer. Seal membrane, thoroughly probe hot-air welds, and conduct new water test. All costs associated with the re-work shall be borne by the Applicator. Notify Architect/Engineer 48 hours in advance of testing. Architect/Engineer will observe flood testing and examine underside of decks and terminations for evidence of leaks during flood testing. CLEANING AND PROTECTION Protect waterproofing from damage and wear during remainder of construction period. Do not permit foot or vehicular traffic on unprotected waterproofing. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. Exercise care to avoid scratching or damage to surfaces. Repair surfaces stained, marred, or otherwise damaged during waterproofing Work. Protect installed board insulation or insulation drainage panels from damage due to ultraviolet light, harmful weather exposures, physical abuse, and other causes. Provide temporary coverings where insulation will be subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. 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