ࡱ> _ ?Tbjbjzyzy 16b6b-K^^8&<bL>T(||| `$!8! .L0L0L0L0L0L0L$M]PTL0" 0"0"TL||HiL(((0"||, (0".L((*+|#^ +,L0L+UQ|#UQ+UQ+D!"f!(~!!D!D!D!TLTL &D!D!D!L0"0"0"0"UQD!D!D!D!D!D!D!D!D!^B : SECTION 07 18 13 PEDESTRIAN TRAFFIC COATINGS GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. SUMMARY Section includes traffic coatings for the following applications: Pedestrian traffic. Equipment-room floor. Material handling. Operating rooms. Related Requirements: RETAIN SUBPARAGRAPHS BELOW TO CROSS-REFERENCE REQUIREMENTS CONTRACTOR MIGHT EXPECT TO FIND IN THIS SECTION BUT ARE SPECIFIED IN OTHER SECTIONS. Section09 67 23 "Resinous Flooring" for fluid-applied, [decorative] [general-use commercial] [general-use industrial] [high-performance] resinous flooring that does not serve as a waterproofing membrane with integral wearing surface. PREINSTALLATION MEETINGS RETAIN "PREINSTALLATION CONFERENCE" PARAGRAPH BELOW IF WORK OF THIS SECTION IS EXTENSIVE OR COMPLEX ENOUGH TO JUSTIFY A CONFERENCE. Preinstallation Conference: Conduct conference at [Project site] . IF NEEDED, INSERT LIST OF CONFERENCE PARTICIPANTS NOT MENTIONED IN SECTION013100 "PROJECT MANAGEMENT AND COORDINATION." SUBMITTALS Product Data: For each type of product. Include installation instructions and details, material descriptions, dry or wet film thickness requirements, and finish. Include details for treating substrate joints and cracks, flashings, deck penetrations, and other termination conditions that are not included in manufacturer's product data. Samples for Verification: For each type of exposed finish, prepared on rigid backing. Provide stepped Samples on backing to illustrate buildup of traffic coatings. COORDINATE "QUALIFICATION DATA" PARAGRAPH BELOW WITH QUALIFICATION REQUIREMENTS IN SECTION014000 "QUALITY REQUIREMENTS" AND AS MAY BE SUPPLEMENTED IN "QUALITY ASSURANCE" ARTICLE. Qualification Data: For Installer. RETAIN "PRODUCT CERTIFICATES" PARAGRAPH BELOW TO REQUIRE SUBMITTAL OF PRODUCT CERTIFICATES FROM MANUFACTURERS. Product Certificates: For each type of traffic coating. RETAIN "FIELD QUALITY-CONTROL REPORTS" PARAGRAPH BELOW IF CONTRACTOR IS RESPONSIBLE FOR FIELD QUALITY-CONTROL TESTING AND INSPECTING. Field quality-control reports. Sample Warranty: For manufacturer's warranty. Maintenance Data: For traffic coatings to include in maintenance manuals. QUALITY ASSURANCE BEFORE RETAINING REQUIREMENTS FOR CERTIFICATION OF INSTALLER BY MANUFACTURER, VERIFY AVAILABILITY. SEE "INTRODUCTION" ARTICLE IN THE EVALUATIONS. Applicator Qualifications: Experience: Installer's personnel with not less than 5 years of experience in the successful performance of Work similar to scope of this Project. Supervision: Installer shall maintain a competent supervisor at Project while the Work is in progress, and who has not less than 5 years of experience installing products and systems similar to scope of this Project. Manufacturer Acceptance: Installer shall be certified, approved, licensed, or acceptable to manufacturer to install products. Mockups: Build mockups to set quality standards for materials and execution. INDICATE PORTION OF SUBSTRATE REPRESENTED BY MOCKUP ON DRAWINGS OR DRAW MOCKUP AS SEPARATE ELEMENT. Build mockup for each traffic coating and substrate to receive traffic coatings. Size: [200 sq. ft. (18.5 sq.m)] of each substrate to demonstrate surface preparation, joint and crack treatment, thickness, texture, color, and standard of workmanship. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. RETAIN SUBPARAGRAPH BELOW IF THE INTENTION IS TO MAKE AN EXCEPTION TO THE DEFAULT REQUIREMENT IN SECTION014000 "QUALITY REQUIREMENTS" FOR DEMOLISHING AND REMOVING MOCKUPS. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. DELIVERY, STORAGE, AND HANDLING Deliver materials in original packages and containers with seals unbroken and bearing manufacturers labels showing the following information: Manufacturers brand name. Type of material. Directions for storage. Date of manufacture and shelf life. Lot or batch number. Mixing and application instructions. Color. Store materials in a clean, dry location protected from exposure to direct sunlight. Maintain environmental conditions within range recommended in writing by manufacturer. PROJECT CONDITIONS Environmental Limitations: Apply traffic coatings within the range of ambient and substrate temperatures recommended in writing by manufacturer. Do not apply traffic coatings to damp or wet substrates, when temperatures are below 40 degF (5 degC), when relative humidity exceeds 85 percent, or when temperatures are less than 5 degF (3 degC) above dew point. Do not install traffic coating until items that penetrate membrane have been installed. WARRANTY WHEN WARRANTIES ARE REQUIRED, VERIFY WITH OWNER'S COUNSEL THAT WARRANTIES STATED IN THIS ARTICLE ARE NOT LESS THAN REMEDIES AVAILABLE TO OWNER UNDER PREVAILING LOCAL LAWS. Manufacturer's Warranty: Manufacturer agrees to repair or replace traffic coating that fails in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: Adhesive or cohesive failures. Abrasion or tearing failures. Surface crazing or spalling. VERIFY AVAILABLE WARRANTIES AND WARRANTY PERIODS. Warranty Period: [Five] years from date of Substantial Completion. PRODUCTS MANUFACTURERS Source Limitations: RETAIN ONE OF FIRST TWO SUBPARAGRAPHS BELOW. Obtain traffic coatings from single source from single manufacturer. Obtain primary traffic-coating materials, including primers, from 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. PERFORMANCE REQUIREMENTS 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. TRAFFIC COATING TRAFFIC-COATING SYSTEMS ARE AVAILABLE IN VARIOUS NUMBERS OF COATS; COATING THICKNESSES; AGGREGATE SPREADING RATES; AND COMPOSITIONS FOR LIGHT-, MODERATE-, NORMAL-, STANDARD-, HEAVY-, AND EXTRA HEAVY-DUTY APPLICATIONS. OFTEN, SEVERAL SYSTEMS ARE USED FOR DIFFERENT AREAS OF A PROJECT TO FORM A SINGLE, SEAMLESS, WEAR-BALANCED MEMBRANE. USE MANUFACTURERS' CATALOGS OR PRODUCT DATA TO INSERT SERIES, TYPE, MODEL, AND DESIGNATIONS OF OTHER CHARACTERISTICS OF COATINGS. COPY THIS ARTICLE AND RE-EDIT FOR EACH PRODUCT. INSERT DRAWING DESIGNATION. USE THESE DESIGNATIONS ON DRAWINGS TO IDENTIFY EACH PRODUCT. REVISE "TRAFFIC COATING" PARAGRAPH BELOW TO SUIT PROJECT. SOME MANUFACTURERS' PRODUCT DATA DO NOT STATE COMPLIANCE OR NONCOMPLIANCE WITH ASTMC957/C957M. 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] [and] [equipment-room floor] ; according to ASTMC957/C957M. Manufacturers: Subject to compliance with requirements, provide products by one of the following: BASF Corp. - Construction Chemicals. Gaco Western LLC.  HYPERLINK "http://www.specagent.com/Lookup?uid=123457035483" Neogard; a division of Jones-Blair, Inc. Pacific Polymers International, Inc. Pecora Corporation. Tremco Incorporated. Primer: Liquid primer as recommended in writing for substrate and conditions by traffic-coating manufacturer. RETAIN "MATERIAL" SUBPARAGRAPH BELOW IF REQUIRED. IF RETAINING, CONSULT MANUFACTURERS FOR RECOMMENDATIONS. EPOXY PRIMERS DOMINATE THE INDUSTRY, BUT URETHANE PRIMERS ARE OFFERED BY SOME MANUFACTURERS FOR LESS-DEMANDING APPLICATIONS. Material: [Epoxy] [Polyurethane]. RETAIN "PREPARATORY AND BASE COATS," "INTERMEDIATE COAT," AND "TOPCOAT" PARAGRAPHS BELOW IF REQUIRED; REVISE TO SUIT PROJECT. INSERT ADDITIONAL TYPES OF INTERMEDIATE COAT AND TOPCOAT TO SUIT PROJECT; COAT TERMINOLOGIES VARY AMONG MANUFACTURERS AND PRODUCTS. COORDINATE MATERIALS FOR EACH COAT WITH PRODUCTS AND MANUFACTURERS SPECIFIED. INSERT PHYSICAL TESTING REQUIREMENTS IF REQUIRED. Preparatory and Base Coats: [Polyurethane] [Aromatic urethane] [Aliphatic urethane] [or] [epoxy]. RETAIN "THICKNESSES" SUBPARAGRAPH BELOW IF REQUIRED. IF RETAINING, VERIFY COAT'S DRY- OR WET-FILM THICKNESS REQUIREMENTS BASED ON MANUFACTURER'S PRODUCT DATA. Thicknesses: Minimum [dry-] [or] [wet-] film thickness [as recommended in writing by manufacturer for substrate and service conditions indicated] . Intermediate Coat: [Polyurethane] [Aromatic urethane] [Aliphatic urethane] [or] [epoxy]. RETAIN "THICKNESSES" SUBPARAGRAPH BELOW IF REQUIRED. IF RETAINING, VERIFY COAT'S DRY- OR WET-FILM THICKNESS REQUIREMENTS BASED ON MANUFACTURER'S PRODUCT DATA. Thicknesses: Minimum [dry-] [or] [wet-] film thickness [as recommended in writing by manufacturer for substrate and service conditions indicated] , measured excluding aggregate. RETAIN "AGGREGATE CONTENT" SUBPARAGRAPH BELOW TO SUIT PROJECT. Aggregate Content: [As recommended in writing by traffic-coating manufacturer for substrate and service conditions indicated] [Not less than 8 to 10 lb/100 sq. ft. (3.9 to 4.9 kg/10 sq.m)] [To refusal] . Topcoat: [Polyurethane] [Aromatic urethane] [Aliphatic urethane] [Aromatic urethane with UV inhibitors] [or] [epoxy]. RETAIN "THICKNESSES" SUBPARAGRAPH BELOW IF REQUIRED. IF RETAINING, VERIFY COAT'S DRY- OR WET-FILM THICKNESS REQUIREMENTS BASED ON MANUFACTURER'S PRODUCT DATA. Thicknesses: Minimum [dry-] [or] [wet-] film thickness [as recommended in writing by manufacturer for substrate and service conditions indicated] , measured excluding aggregate. RETAIN "AGGREGATE CONTENT" SUBPARAGRAPH BELOW TO SUIT PROJECT. Aggregate Content: [As recommended in writing by traffic-coating manufacturer for substrate and service conditions indicated] [As required to achieve slip-resistant finish] [8 to 10 lb/100 sq. ft. (3.9 to 4.9 kg/10 sq.m)] [To refusal] . Color: [As selected by Architect from manufacturer's full range] [Match Architect's sample] . GENERALLY, RETAIN "AGGREGATE" PARAGRAPH BELOW FOR DURABILITY AND SLIP-RESISTANCE PROPERTIES; REVISE BASED ON TRAFFIC-COATING MANUFACTURER'S PRODUCT DATA. SEE "MATERIALS" ARTICLE IN THE EVALUATIONS FOR A DISCUSSION OF AGGREGATE TYPES. Aggregate: [Manufacturer's standard aggregate for each use indicated] [Uniformly graded, washed silicon carbide sand] [Uniformly graded, washed silica sand] [Uniformly graded, washed flint shot silica] [Walnut shell granules] [or] [Aluminum-oxide grit] of particle sizes, shape, and minimum hardness recommended in writing by traffic-coating manufacturer. VOC Content: [250] g/L or less. ACCESSORY MATERIALS Joint Sealants: [As specified in Section07 92 00 "Joint Sealants."] [ASTMC920.] Sheet Flashing: Nonstaining [sheet material recommended in writing by traffic-coating manufacturer] [,uncured neoprene sheet] [,cured neoprene sheet] . RETAIN "THICKNESS" SUBPARAGRAPH BELOW IF REQUIRED. IF RETAINING, VERIFY THICKNESS REQUIREMENT BASED ON MANUFACTURER'S PRODUCT DATA. Thickness: Minimum [60 mils (1.5 mm)] [50 mils (1.3 mm)] . Adhesive: Contact adhesive recommended in writing by traffic-coating manufacturer. Reinforcing Strip: Fiberglass mesh recommended in writing by traffic-coating manufacturer. EXECUTION EXAMINATION 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. Verify that substrates are visibly dry and free of moisture. REQUIREMENTS FOR CONCRETE DRYNESS AFTER CURING VARY AMONG MANUFACTURERS. COMPLY WITH MANUFACTURER'S INDIVIDUAL REQUIREMENTS FOR MOISTURE TESTING. RETAIN ONE OR BOTH SUBPARAGRAPHS BELOW. ASTMD4263 TEST METHOD IN FIRST SUBPARAGRAPH TAKES 16 HOURS. Test for moisture according to ASTMD4263. Test for moisture content by [measuring with an electronic moisture meter] [method recommended in writing by traffic-coating manufacturer] . Prepare written report, endorsed by Installer, listing conditions detrimental to performance of traffic-coating work. Proceed with installation only after unsatisfactory conditions have been corrected. Begin coating application only after substrate construction and penetrating work have been completed. Begin coating application only after minimum concrete-curing and -drying period recommended in writing by traffic-coating manufacturer has passed and after substrates are dry. Application of coating indicates acceptance of surfaces and conditions. PREPARATION Clean and prepare substrates according to ASTMC1127 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. RETAIN "PRIMING" PARAGRAPH BELOW TO SUIT PROJECT. SEE DISCUSSION ON PRIMERS IN THE EVALUATIONS. Priming: Unless manufacturer recommends in writing against priming, prime substrates according to manufacturer's written instructions. 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. Schedule preparation work so dust and other contaminants from process do not fall on wet, newly coated surfaces. 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. RETAIN "CONCRETE SUBSTRATES" PARAGRAPH BELOW IF REQUIRED. THIS PROCEDURE PROVIDES A UNIFORM SUBSTRATE THAT IS GENERALLY IN ACCEPTABLE CONDITION TO RECEIVE COATINGS. RETAIN OPTION ONLY IF CONCRETE SURFACE TEXTURE MAY NOT MEET TRAFFIC-COATING MANUFACTURER'S REQUIREMENTS; REVISE OPTION IF ONLY PART OF CONCRETE SURFACE FINISH IS INADEQUATE. SEE "ASTMC1127 REQUIREMENTS" ARTICLE IN THE EVALUATIONS. Concrete Substrates: [Mechanically abrade surface to a uniform profile acceptable to manufacturer, according to ASTMD4259.]Do not acid etch. Remove grease, oil, paints, and other penetrating contaminants from concrete. Remove concrete fins, ridges, and other projections. Remove laitance, glaze, efflorescence, curing compounds, concrete hardeners, form-release agents, and other incompatible materials that might affect coating adhesion. Remove remaining loose material to provide a sound surface, and clean surfaces according to ASTMD4258. TERMINATIONS AND PENETRATIONS Prepare vertical and horizontal surfaces at terminations and penetrations through traffic coatings and at expansion joints, drains, and sleeves according to ASTMC1127 and manufacturer's written instructions. Provide sealant cants at penetrations and at reinforced and nonreinforced, deck-to-wall butt joints. Terminate edges of deck-to-deck expansion joints with preparatory base-coat strip. RETAIN PARAGRAPH BELOW FOR SHEET FLASHINGS. Install sheet flashings at deck-to-wall expansion and dynamic joints, and bond to deck and wall substrates according to manufacturer's written recommendations. JOINT AND CRACK TREATMENT Prepare, treat, rout, and fill joints and cracks in substrates according to ASTMC1127 and manufacturer's written recommendations. Before coating surfaces, remove dust and dirt from joints and cracks according to ASTMD4258. Comply with recommendations in ASTMC1193 for joint-sealant installation. Apply reinforcing strip in traffic-coating system where recommended in writing by traffic-coating manufacturer. TRAFFIC-COATING APPLICATION Apply traffic coating according to ASTMC1127 and manufacturer's written instructions. Apply coats of specified compositions for each type of traffic coating at locations as indicated on Drawings. RETAIN FIRST PARAGRAPH BELOW IF APPLICABLE. Start traffic-coating application in presence of manufacturer's technical representative. Verify that wet-film thickness of each coat complies with requirements every [100 sq. ft. (9 sq.m)] . Uniformly broadcast and embed aggregate in each coat indicated to receive aggregate according to manufacturer's written instructions. After coat dries, sweep away excess aggregate. Apply traffic coatings to prepared wall terminations and vertical surfaces to height indicated; omit aggregate on vertical surfaces. Cure traffic coatings. Prevent contamination and damage during coating application and curing. FIELD QUALITY CONTROL RETAIN "TESTING AGENCY" PARAGRAPH BELOW TO IDENTIFY WHO SHALL PERFORM TESTS AND INSPECTIONS. IF RETAINING SECOND OPTION IN PARAGRAPH, RETAIN "FIELD QUALITY-CONTROL REPORTS" PARAGRAPH IN "INFORMATIONAL SUBMITTALS" ARTICLE. Testing Agency: [Owner will engage] [Engage] a qualified testing agency to perform the following field tests and inspections: Materials Testing: Samples of material delivered to Project site shall be taken, identified, sealed, and certified in presence of [Owner and]Contractor. Testing agency shall perform tests for characteristics specified, using applicable referenced testing procedures. Testing agency shall verify thickness of coatings during traffic-coating application for each [600 sq. ft. (56 sq.m)] of installed traffic coating or part thereof. TRAFFIC-COATING INSPECTION MAY BE REQUIRED BY MANUFACTURER BEFORE ISSUING WARRANTY. Final Traffic-Coating Inspection: Arrange for traffic-coating manufacturer's technical personnel to inspect membrane installation on completion. RETAIN SUBPARAGRAPH BELOW IF ARCHITECT OR OWNER WANTS TO BE PRESENT DURING MANUFACTURER'S FINAL INSPECTION. Notify Architect or Owner 48 hours in advance of date and time of inspection. SEE SECTION014000 "QUALITY REQUIREMENTS" FOR RETESTING AND REINSPECTING REQUIREMENTS AND SECTION017300 "EXECUTION" FOR REQUIREMENTS FOR CORRECTING THE WORK. Waterproofing will be considered defective if it does not pass tests and inspections. Prepare test and inspection reports. PROTECTING AND CLEANING Protect traffic coatings from damage and wear during remainder of construction period. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. Do not dispose of excess or cleaning materials/products into MDACC drain systems. END OF SECTION 07 18 13 FOR MDACC USE ONLY. 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