S06 0009 - ATT 5 090516 Subsurface Prep for Floor Finishes.pdf
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- Solicitation number
- 36C25223B0011
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This document provides specifications for subsurface preparation for floor finishes for a renovation project at the VA Medical Center in Tomah, Wisconsin. The specifications cover removal of existing floor coverings, testing of concrete floors for moisture and pH, application of moisture remediation coatings, and installation of cementitious self-leveling underlayments. Requirements include written approval of product compatibility with flooring manufacturers, submittal of test data and product data sheets, environmental conditions for installation, surface preparation methods, and application of moisture remediation coatings and underlayment systems in accordance with manufacturers' instructions. Materials specified include high-solids epoxy moisture remediation coatings, calcium aluminate cement-based self-leveling underlayments, and cementitious trowel-applied underlayments.
The related federal contract opportunity is for renovation of the third floor of Building B406 at the VA Medical Center in Tomah, Wisconsin to convert it to a dementia unit. The solicitation number is 36C25223B0011. Site visits are scheduled by appointment only due to COVID-19 protocols, with screening and PPE required. The bid opening will be on March 7, 2023.
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VA MEDICAL CENTER DEPARTMENT OF VETERAN AFFAIRS
TOMAH, WI
RENOVATE B406 3RD FLOOR
VA PROJECT: 676-15-201 01-01-21
09 05 16 - 1
SECTION 09 05 16
SUBSURFACE PREPARATION FOR FLOOR FINISHES
PART 1 - GENERAL
1.1 DESCRIPTION
A. This section specifies subsurface preparation requirements for areas to
B. receive the installation of applied flooring. This section includes removal of existing floor coverings, testing concrete for moisture and pH, remedial floor coating for concrete floor slabs having unsatisfactory moisture or pH conditions, and floor leveling and repair as required.
1.2 RELATED WORK
A. Section 07 92 00, JOINT SEALANTS.
B. Section 09 65 16, RESILIENT SHEET FLOORING.
1.3 SUBMITTALS
A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA and TEST DATA.
B. Written approval confirming product compatibility with subfloor material manufacturer and the flooring manufacturer
C. Product Data:
1. Moisture remediation system
2. Underlayment Primer
3. Cementitious Self-Leveling Underlayment
4. Cementitious Trowel-Applied Underlayment (Not suitable for resinous floor finishes)
D. Test Data:
1. Moisture test and pH results performed by a qualified independent testing agency or warranty holding manufacturer’s technical representative.
1.4 DELIVERY AND STORAGE
A. Deliver materials in containers with labels legible and intact and grade-seals unbroken.
B. Store material to prevent damage or contamination.
1.5 APPLICABLE PUBLICATIONS
A. Publications listed below form a part of this specification to the extent referenced. Publications are referenced in text by basic designation only.
09 05 16 - 2
B. ASTM International(ASTM):
D638-14(2014)...........Standard Test Method for Tensile Properties of
Plastics
D4259-18(2019)..........Standard Practice for Preparation of Concrete by Abrasion Prior to Coating Application.
C109/C109M-20b(2020)....Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or
[50-mm] Cube Specimens
7234-19(2020)...........Standard Test Method for Pull-Off Adhesion
Strength of Coatings on Concrete Using Portable
Pull-Off Adhesion Testers
E96/E96M-16(2016).......Standard Test Methods for Water Vapor
Transmission of Materials
F710-1e1(2020)..........Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring
F1869-16a...............Standard Test Method for Measuring Moisture
Vapor Emission Rate of Concrete Subfloor Using
Anhydrous Calcium Chloride
F2170-19a(2020).........Standard Test Method for Determining Relative
Humidity in Concrete Floor Slabs Using in situ
Probes
C348-20(2020)...........Standard Test Method for Flexural Strength of
Hydraulic-Cement Mortars
C191-19(2020)...........Standard Test Method for Time of Setting of
Hydraulic Cement by Vicat Needle
PART 2 - PRODUCTS
2.1 MOISTURE REMEDIATION COATING
A. System Descriptions:
1. High-solids, epoxy system designed to suppress excess moisture in concrete prior to an overlayment. For use under resinous products, tile and carpet where issues caused by moisture vapor are a concern.
B. Products: Subject to compliance with applicable fire, health, environmental, and safety requirements for storage, handling, installation, and clean up.
C. System Components: Verify specific requirements as systems vary by manufacturer. Verify build up layers and installation method. Verify
09 05 16 - 3 compatibility with substrate. Use manufacturer’s standard components, compatible with each other and as follows:
1. Liquid applied coating:
a. Resin: epoxy.
b. Formulation Description: Multiple component high solids.
c. Application: Per manufacturer’s written installation requirements.
d. Thickness: minimum 10 mils
D. Material Vapor Permeance: Application shall achieve a permeance rating of less than 0.1 perm in accordance with ASTM E96/E96M.
E. Maximum RH requirement: 100% testing in accordance with ASTM F2170.
2.2 CEMENTITIOUS SELF-LEVELING UNDERLAYMENT
A. System Descriptions:
1. High performance self-leveling underlayment resurfacer. Single component, self-leveling, cementitious material designed for easy application as an underlayment for all types of flooring materials.
It is used for substrate repair and leveling.
B. Products: Subject to compliance with applicable fire, health, environmental, and safety requirements for storage, handling, installation, and clean up. Gypsum-based products are unacceptable.
Property Test Value
Tensile Strength
ASTM D638 4,400 psi
Volatile Organic Compound
Limits (V.O.C.)
SCAMD Rule 1113
(Amended
02/05/2016)
25 grams per liter
Permeance ASTM E96 0.1 perms
Tensile Modulus ASTM D638 1.9X105 psi
Percent Elongation ASTM D638 12%
Cure Rate Per manufacture’s
Data
4 hours Tack free with 24hr recoat window
Bond Strength ASTM D7234 100% bond to concrete failure
09 05 16 - 4
C. System Characteristics:
1. Wearing Surface: smooth
2. Thickness: Per architectural drawings, ranging from feathered edge to 1”, per application. Applications greater than 1” require additional 3/8” aggregate to mix or as recommended by manufacturer.
D. Underlayment shall be calcium aluminate cement-based, containing
Portland cement. Gypsum-based products are unacceptable.
E. Compressive Strength: Minimum 4100 psi in 28 days in accordance with
ASTM C109/C109M.
F. Flexural Strength: Minimum 1000 psi in 28 days in accordance with ASTM
C348
G. Dry Time: Underlayment shall receive the application of moisture insensitive tile in 6 hours, and floor coverings in 16 hours.
H. Primer: compatible and as recommended by manufacturer for use over intended substrate
I. System Components: Manufacturer's standard components that are compatible with each other and as follows:
1. Primer:
a. Resin: copolymer
b. Formulation Description: single component ready to use.
c. Application Method: Squeegee and medium nap roller.
d. All puddles shall be removed, and material shall be allowed to dry, 1-2 hours at 70F/21C.
e. Number of Coats: (1) one.
2. Grout Resurfacing Base:
a. Formulation Description: Single component, cementitious self-leveling high-early and high-ultimate strength grout.
b. Application Method: colloidal mix pump, cam rake, spike roll.
1) Thickness of Coats: Per architectural scope, 1” lifts.
2) Number of Coats: More than one if needed.
c. Aggregates: for applications greater than 1inch, require additional 3/8” aggregate to mix.
Property Test Value
Compressive Strength
ASTM C109/C109M
2,200 psi @ 24 hrs
3,000 psi @ 7 days
09 05 16 - 5
2.3 CEMENTITIOUS TROWEL-APPLIED UNDERLAYMENT (NOT SUITABLE FOR RESINOUS FLOOR
FINISHES)
A. Underlayment shall be calcium aluminate cement-based, containing
Portland cement. Gypsum-based products are unacceptable.
B. Compressive Strength: Minimum 4000 psi in 28 days
C. Trowel-applied underlayment shall not contain silica quartz (sand).
D. Dry Time: Underlayment shall receive the application of floor covering in 15-20 minutes.
PART 3 - EXECUTION
3.1 ENVIRONMENTAL REQUIREMENTS
A. Maintain ambient temperature of work areas at not less than 16 degree C
(60 degrees F), without interruption, for not less than 24 hours before testing and not less than three days after testing.
B. Maintain higher temperatures for a longer period of time where required by manufacturer's recommendation.
C. Do not install materials when the temperatures of the substrate or materials are not within 60-85 degrees F/ 16-30 degrees C.
3.2 SURFACE PREPARATION
3.3 MOISTURE REMEDIATION COATING
A. Where results of relative humidity testing (ASTM F2170) exceed the requirements of the specified flooring manufacturer, apply remedial coating as specified to correct excessive moisture condition.
B. Prior to remedial floor coating installation mechanically prepare the concrete surface to provide a concrete surface profile in accordance with ASTM D4259.
C. Mix and apply moisture remediation coating in accordance with manufacturer’s instructions.
3.4 CEMENTITOUS UNDERLAYMENT
A. Install cementitious self-leveling underlayment as required to correct surface defects, floor flatness or levelness corrections to meet the tolerance requirements of floor finishes, address non-moving cracks or
Property Test Value
Initial set time
Final Set time
ASTM C191
30-45 min.
1 to 1.5 hours
Bond Strength
ASTM D7234
100% bond to concrete failure
09 05 16 - 6 joints, and provide a smooth surface for the installation of floor covering.
B. Mix and apply in accordance with manufacturer's instructions.
3.5 PROTECTION
A. Prior to the installation of the finish flooring, the surface of the underlayment should be protected from abuse by other trades by the use of plywood, tempered hardwood, or other suitable protection course
3.6 FIELD QUALITY CONTROL
A. Where specified, field sampling of products shall be conducted by a qualified, independent testing facility.
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