SOW ZSU Restroom Refurbish as of 3.14.25.pdf
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- Solicitation number
- 6973GH-25-R-00105
About this file
This document is a Statement of Work (SOW) for the refurbishment of the women's restroom and men's shower area at the San Juan Combined EnRoute and Approach Control (CERAP) facility in Carolina, Puerto Rico. The project requires a comprehensive renovation including removal and replacement of plumbing fixtures, water supply lines, electrical outlets, wall and floor tiles, toilet partitions, and accessories. The contractor must install new water closets, flushometers, shower faucets, recessed shower shelves, mirrors, grab bars, and other bathroom fixtures while maintaining FAA facility operations and adhering to safety regulations and ADA requirements.
Key technical specifications include installing 5/8" cementitious backer board, new wall tiles in an antique white color, aluminum trim for wall edges and floor transitions, and solid plastic toilet partitions. The work must be performed during daytime hours (0700-1530) with potential after-hours work for electrical or water shutoffs. The project requires EPA WaterSense labeled fixtures, metallic shower heads with chrome-plated finish, and compliance with OSHA safety regulations. Contractors must submit safety data sheets, product data, a work plan, and demonstrate experience with commercial restroom renovations valued at or over $60,000 within the past three years.
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Other files
| File | Type | Posted |
|---|---|---|
| Questions and Answers 3.25.25.docx | DOCX document | |
| 6973GH-25-R-00105 Amendment 0002.pdf | ||
| FAA-C-1217H.pdf | ||
| 6973GH-25-R-00105 Amendment 0001.pdf | ||
| 6973GH-25-R-00105 (2).pdf | ||
| (SOW) ZSU CTRB Womens Restroom.pdf | ||
| Experience Information Form.pdf | ||
| Wage Determination PR20250001 01.03.2025.pdf |
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FEDERAL AVIATION ADMINISTRATION SCOPE OF WORK
REFURBISHMENT OF WOMEN�S RESTROOM AND MEN�S SHOWER
AREA
San Juan Combined EnRoute and Approach Control (CERAP) 5000 Carr 190, Carolina, PR 00979-7421
STATEMENT OF WORK
The contractor shall furnish necessary equipment, materials, labor, tools, services, and supervision to refurbish the existing first floor restrooms in the San Juan Combined EnRoute and Approach Control Facility (CERAP) in accordance with this Scope of Work, the project drawings, and in compliance with any governing documents (e.g. � ADA). The San Juan CERAP is located at 5000 Carr 190, Carolina, PR 00979. The refurbishment includes, but is not limited to, the following requirements:
Removal of all plumbing fixtures and accessories from the women�s restroom, including water closets with their support carriers, lavatories, mirrors, and other plumbing accessories.
Removal of the shower and accessories from the men�s restroom .
Removal of existing toilet partitions.
Removal of all existing wall tiles in the women�s restroom and shower, and the men�s shower.
Remove drywall and/or cementitious backer board behind the water closets, lavatories, shower area in the women�s restroom, and the shower area in the men�s bathroom to a height of 8�0� (ceiling height is 9�0�).
Removal to existing copper water supply lines to the women�s lavatories and the women�s and men�s restrooms showers. Cut as close to the floor as possible and allow new water piping. Water supply lines feeding the water closets as well as all vent and sanitary waste may remain and can be reused.
Install new water supply lines to each fixture in the women�s restroom and to the shower in the men�s restroom. All new piping shall be hard copper tube, conforming with ASTM B88, Type L, same size as existing piping. Contractor may use copper pressure-seal-joint fittings.
Contractor shall maintain all construction debris and dust away from the rest of the facility. During demolition activities, contractor shall maintain the restroom door closed, block the HVAC vents and returns going into the restrooms, block any floor drains, and take any other reasonable measure to prevent impact to Air Traffic operations.
Contractor may retain any metal studs not damaged during demolition activities. However, any damaged stud deemed damaged in the opinion of the FAA COR shall be replaced with similar product at no additional cost to the FAA. Walls shall be flush and smooth before installation of new wall tile.
Installation of new water closets, water closet supports, flushometers. New water closet carriers shall be anchored to the floor.
Installation of new electrical outlet under lavatories and remount all other electrical switches and outlets.
Coordinate all electrical work with the FAA COR. All electrical work shall be completed in accordance with FAA standard FAA-C-1217H Chg 2 – Electrical Work, Premises Wiring. Contractor may not work on an energized panelboard nor circuit.
Installation of new 5/8� cementitious backer board from the floor up to 8�-0� high in all walls of the women�s restroom, women�s shower, and men�s shower.
Installation of new wall tile in the women�s bathroom, the women�s shower, and the men�s shower.
Provide and install a new shower faucet and a recessed shower shelf in each of the two showers. Shower shelf shall have a minimum size 12� x 12� (Schluter Systems Kerdi-Board-SN Foam Board Shower Niche, or similar). Submit for approval. Location shall be determined by COR.
Replacement of floor drain covers in both restroom showers.
Installation of new similar sized partitions, per the enclosed diagrams. Toilet partitions shall be floor mounted and overhead braced.
Installation of toilet accessories, including paper dispensers, soap dispensers, mirrors, grab bars, folding shower seat, sanitary napkin disposal, and other accessories as depicted in figures 4, 5 & 6. Provide wood blocking on wall for all wall mounted accessories.
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s) Provide and install a new wall-mounted countertop with integrated double lavatories. See figures 4 & 5 for images of restroom lavatory countertop color and associated fixtures. Submit for approval.
t) Repaint existing doors and door frames. Prior to applying the paint, prep the surfaces by removing any surface rust and sanding with a 300-grit sandpaper. Paint shall be suitable for metal doors and frames. Color to be determined by FAA COR. Submit for approval.
u) Trash receptacles and overhead lighting shall remain in place.
v) Final cleanup shall include a thorough cleaning of the tile floor and grout.
w)Any work requiring electrical panel or water shutoff may require to be completed after 5:00 PM local time or during weekends, to minimize the impact to FAA employees. Coordinate schedules with FAA COR. This will be clarified and coordinated during contractor pre-bid site visit.
x) Coordination between the General Contractor (GC) and FAA personnel shall be always required in order to maintain an operational facility. The contractor is responsible for having adequate barricades and signage to block off all work areas and coordinating with the local FAA representative. The General Contractor (GC) shall be expected to work Monday through Friday during the daytime hours of 0700 AM to 0330 PM unless alternatively coordinated in advance with the Contracting Officer’s Representative (COR).
SPECIAL REQUIREMENTS
Safety Data Sheets. � Prior to commencing any work, the contractor shall submit Safety Data Sheets (SDS) for review and approval by the Contracting Officer (CO). Materials containing asbestos and/or lead-based products will not be accepted. Copies of all SDS sheets shall be provided to the facility FAA personnel for the building records. The contractor shall comply with all health and safety provisions outlined in each SDS and shall follow all OSHA guidelines regarding personnel protection.
Product Data - Prior to commencing any work, the contractor shall submit (Submittals) containing Product Data Sheets for each of the products specified in APPENDIX A (Materials) for review and approval by the Contracting Officer (CO) or delegated representative, such as the COR.
Hazardous materials. - If the FAA COR suspects the presence of asbestos or lead-based products in the new materials, the FAA will sample the suspect material to verify that no asbestos containing material or lead-based material were used. If these materials are found to contain asbestos or lead-based products, the cost of the survey and all subsequent removal/replacement of any hazardous materials shall be at the contractors� expense.
Work plan and scheduling. � Prior to the Contracting Officer issuing the Notice To Proceed (NTP), the contractor shall submit for approval a work plan with a schedule of the work.
SITE ACCESS/CONSTRUCTION LIMITS
The contractor shall always maintain access for FAA employees through the facility. Closure of any areas affected by the work require prior approval and shall be coordinated through the FAA COR.
Demolition/Construction activities shall in no way interfere with FAA Operations. Extreme care shall be exercised so as not to cause any interference or interruption of service to this facility. It is mandatory that the contractor protects FAA personnel, vehicles and existing FAA communication, electrical and mechanical equipment both inside and outside of the building from damage caused by impact, water, debris, dust or odor. The contractor shall have the overall responsibility for the performance and enforcement of all forms of protection within the ATCT facility premises against any damages due to work performed under this contract. In addition to the submitted schedule, the contractor shall coordinate with the COR the location of work a minimum of 24 hours in advance and shall construct adequate barriers to ensure containment of debris associated with demolition/construction activities. If applicable, cordon off an
3 | P a g e adequate area expected to be worked the next day to ensure that no debris may cause damage to property or vehicles. Any damages incurred because of construction activity during the performance of this contract shall be repaired/replaced immediately by the contractor at no cost to the FAA.
3. Any work or activity that may impact the National Airspace System (NAS), such as work on critical equipment or circuits, will require coordination with the COR. The COR will prepare and submit a work or activity specific �Risk Assessment� for the facility�s review and approval. This process may take one week to complete. No contractor personnel may terminate or make any connections to existing power panels. Only FAA personnel shall make connections. Contractor shall advise the COR at least one day in advance when it is expected that access to power panels will be necessary to allow for coordination with local FAA specialists to be on site to make the terminations. The contractor personnel shall not operate any breakers in any existing FAA panel boards. NO ELECTRICAL TERMINATIONS SHALL BE MADE
ON AN ENERGIZED CIRCUIT.
4. The contractor shall confine operations, activities, storage of materials and employee parking within the designated areas, as directed by the COR. Additional space the contractor deems necessary shall be obtained off site, at no additional cost to the Government.
5. Any damage to existing paving, lawns, curbs, sidewalks, and utilities caused by the contractor's activities shall be repaired immediately. Any damage to the building, interior or exterior, that are a result of the contractor�s activities shall be repaired. All costs of repairs shall be paid by the contractor. After notice to proceed and prior to the commencement of construction, the contractor and COR shall conduct joint inspections of the existing areas to be impacted by the construction. Existing damage or defects shall be noted and will be used as the basis for determination of damages caused by the contractor's operations.
6. It is strongly urged that the contractor carefully examine the premises to determine the extent of work and the conditions under which it must be done.
7. The Government reserves the right to enter the construction area at any time for work inspection and for the operation of the facility.
8. All work hours, shifts, and overtime work shall be coordinated with the COR. Before commencing construction, furnish to the COR a statement of hours per day and days per week to normally be worked and approximate number of persons on the job for a normal work shift. At the end of each workday, the contractor shall secure all construction areas. The contractor is responsible for the security of the staging area and shall provide the required measures at no additional expense to the government.
4. PERSONNEL
Contracting Officer - The term "Contracting Officer" (CO) as used herein denotes the person designated to act on behalf of the Government in the performance of this contract. Where reference is made to "Federal Aviation Administration" (FAA), "Resident Engineer" (RE), "Contracting Officer's Representative" (COR), or the like, this shall mean the Contracting Officer or his/her authorized representative.
Contractor Superintendence - In accordance with Contract Clause entitled SUPERINTENDENCE BY THE CONTRACTOR, the Contractor shall at all times during performance of this contract and until the work is completed and accepted, directly superintend the work or assign and have on site a competent superintendent with the authority to act for the Contractor.
The Contractor shall submit a Project Organizational Chart with the key personnel identified and their qualifications for the Government�s review and approval.
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The contractor and his employees shall be subject to all rules and regulations relative to entering and leaving the FAA facility.
Employees - The government reserves the right to restrict the employment of any contractor employee, or prospective contractor employee, who is identified as a potential threat to the health, safety, security, general well-being, or operational mission of the installation and its population.
The contractor shall not employ any person who is in employment of the United States Government if the employment of that person would create a conflict of interest.
5. COORDINATION
The contractor shall coordinate all work which has any or may have any impact on any operational system within the facility through the COR. The contractor shall immediately cease any work which is adversely impacting the operation of the ATCT facility and shall immediately repair or restore any portion of the operational system that has been damaged or suffered diminished performance as a result of the contractor's activities.
The Contractor will be responsible for obtaining and payment of all building fees, inspection fees, utility connection charges and any other fees or charges which may be incurred in the performance of this contract.
The contractor shall comply with all local city, county, and state construction codes.
All materials or workmanship or both which have been rejected by the COR by reasons of failure to conform to the requirements of the Contract Documents shall be removed and replaced with new, acceptable materials by the contractor at the contractor's own expense. Contractor shall also pay for testing of new materials which have been installed in place of rejected materials.
6. CONSTRUCTION SCHEDULE
The work plan and schedule prepared by the contractor shall consist of a logical narrative plan. Include construction activities, submittal and approval of materials, samples, and shop drawings (if applicable), the procurement of critical materials and equipment, fabrication of special materials and equipment along with their installation and testing.
Within fifteen (15) calendar days of contract award, the contractor shall submit the schedule and work plan.
A Notice to Proceed will not be issued until the schedule is approved.
The Contractor shall participate in a review and evaluation of the proposed schedule with the Contracting Officer. Any revisions necessary as a result of the review shall be re-submitted for approval of the Contracting Officer within five (5) days after the conference. The approved schedule shall then be used by the contractor for planning, organizing, and directing work, reporting progress, and requesting payment for work accomplished. If the contractor, thereafter, desires to make changes in the schedule, the Contracting Officer shall be notified in writing, stating the reasons for the change. If the Contracting Officer considers the change to be of a major nature, the contractor may be required to revise the schedule and submit it for approval, without additional cost to the government.
The Contractor shall warranty material and workmanship for a period of five (5) year (or not less than the industry standard for the material specified) from the date of final project acceptance by the FAA.
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7. SAFETY REQUIREMENTS
Contractor Responsibility
1. General Safety Provisions - The Contractor shall bear full responsibility to provide safe working conditions for its employees and Contractors. The Contractor shall not permit any employee or Subcontractor to work in surroundings or under working conditions that are unsanitary, hazardous, or dangerous to the health and safety of the employee.
2. Accident Prevention - The Contractor shall bear the responsibility of maintaining an accident prevention program such that frequent and regular inspections of the job site, materials and equipment are made by a competent person designated by the employer.
3. Use of Equipment - The Contractor shall not permit the use of any machinery, tool, material, or equipment that is not in compliance with OSHA regulations. The employer shall permit only those employees qualified by training and/or experience to operate equipment and machinery.
4. The FAA shall not be held responsible for safety inspections to ensure Contractor conformance with the OSHA safety regulations. The FAA, however, reserves the right to notify the Contractor of any deficiencies regarding worker safety.
5. The FAA will evaluate the Contractor on its safety performance, including that of its Subcontractors. The number and severity of safety and security violations will be considered in this evaluation. Contractor safety violations are cause for termination for default, may result in notification of the Contractor�s bonding company, and will affect the Contractor�s opportunity to propose on future work. Failure to correct such deficiencies may impact the Contractor�s ability to work on future FAA contracts.
OSHA Regulations The Contractor shall comply with the latest Occupational Safety and Health Administration regulations (CFR 29 Part 1926) regarding safety in the work area.
The Contractor shall be responsible for obtaining copies of non-FAA referenced documents without additional cost to the FAA. If Contractor requests a copy of FAA directives, they may be obtained by contacting the Contracting Officer.
The Contractor is not relieved from adhering to other OSHA requirements not listed herein. The Contractor shall consult the latest referenced OSHA documents for safety regulations.
Documents:
OSHA Documents:
CFR 29 Part 1926Safety and Health Regulations for Construction
CFR 29 Part 1910 General Industry Standards Applicable to Construction Industry
FAA Documents:
FAA Order 3900.49 Control of Hazardous Energy during Maintenance, Servicing and Repair
8. CLEAN-UP
The contractor shall correct or repair any damage done during any part of this contract. Scrap and debris resulting from the project shall be removed from the site after each day�s work on site. All debris and generated waste shall require disposal in a manner that is not in conflict with local sanitary regulations.
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9. SUPPLIES AND EQUIPMENT
The Contractor shall furnish all supplies and equipment as specified to accomplish the contract specifications.
SHIPPING AND RECEIVING MATERIAL. FAA shall not be responsible for shipping or receiving any material relating to this contract nor shall the contractor ship or otherwise receive any materials at the expense of the FAA.
PROTECTION OF MATERIAL. Contractor shall protect and maintain in like new condition all materials and supplies to be incorporated into this project and shall be responsible for their safe storage.
STORAGE OF MATERIALS. No storage area/space will be provided for contractor furnished equipment or supplies. Contractor may bring temporary storage on site for the duration of the project. Size and location of such shall be coordinated with the COR.
10. CONTACT/LOCATION INFORMATION
A. Location of Work:
FAA San Juan CERAP
5000 Carr 190, Carolina, PR 00979-7421
11. ACCEPTANCE OF WORK
The FAA COR will conduct a Construction Acceptance Inspection at the completion of the project to ensure that all items of the contract have been fulfilled and that the site has been cleaned of debris.
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APPENDIX A � FACILITY PHOTOGRAPHS & DIAGRAMS
Figure 1. Aerial view of the San Juan Combined EnRoute and Approach Control (ZSU CERAP)
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Figure 2. ZSU CERAP First Floor Restrooms Layout (Existing). Notes: Scale depicts approximate dimensions. Verify all measurements on site. Contractor may access the work area via the adjacent loading dock.
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Figure 3. ZSU CERAP � Wall Partition Types, Existing. There are five different types of walls around the restrooms. Detail numbers refer to section cuts in Figure 2.
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Figure 4. ZSU CERAP First Floor Women�s Restroom, women�s shower, and men�s shower layout and fixtures/accessories listing. Contractor shall verify all measurements on site.
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Figure 5. Views of the new women�s restroom lavatory area, including new 5�-0� solid surface countertop with integrated lavatories, soap dispensers and touchless faucets.
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Figure 6. Fixtures & Accessories Schedules and Descriptions
Figure 7. Restroom Tile and Trim with Color Selection. Existing floor tile shall remain. Install aluminum cove base and corner trim to transition between the floor tile and the new wall tile.
Contractor may submit suitable substitutes for approval.
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Figure 8. View of the ZSU CERAP First Floor Women�s Restroom (Existing)
Figure 9. View of the ZSU CERAP First Floor Women�s Restroom. Ceiling heights is 9�-0�.
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Figure 10. View of the ZSU CERAP First Floor Women�s Restroom (Existing). Please verify all measurements on site. Ceiling height is 9�-0�.
Figure 11. View of the ZSU CERAP First Floor Women�s Restroom Shower Area (Typical of two) Replace all floor and wall tile as well as the water supply lines to each of the showers. Reinstall existing mirrors.
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Figure 12. Proposed Wall Tile: Daltile Rorington Taupe 12� x 24� Note: It is currently available at the Home Depot Carolina
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Figure 13. Image of outside wall corner with edge protective trim, Schluter RONDEC BULLNOSE TRIM 3/8� ALUMINUM BAHAMA (RO100BH) or approved equal. Use with shower shelf inserts and at all tiled outside wall corners.
Figure 14. Image of floor to wall aluminum trim, Schluter DILEX-AHKA COVE BASE 3/8� ALUM BEIGE (AHKA100TSB) or approved equal. Use to transition from existing floor to new wall tile.
Provide in-corners and out-corners as needed.
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APPENDIX B � MATERIALS
1) WATER CLOSETS
a) Known Acceptable Source: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the following:
i) American Standard Companies, Inc.
ii) Kohler Co.
iii) Barclay Products, Ltd.
iv) Mansfield Plumbing Products, Inc.
v) Peerless Pottery, Inc.
vi) Sterling Plumbing Group, Inc.
vii) St. Thomas Creations.
b) Description (P1H) Accessible wall-mounting, (P1) wall-mounting, back-outlet, vitreous china fixture designed for flushometer valve operation.
i) Style: Close coupled.
ii) Bowl Type: Elongated with siphon-jet design.
iii) Design Consumption: 1.28 gal./flush.
iv) Trip Mechanism: Hardwired electronic operated sensor actuator.
v) Color: White.
vi) Supply: NPS 1 chrome-plated brass or copper with screwdriver stop.
vii) Style: Flushometer valve.
viii) Bowl Type: Elongated with siphon-jet design.
ix) Design Consumption: 1.28 gal./flush.
x) Color: White.
xi) Flushometer: Exposed
xii) Toilet Seat: Elongated
xiii) Fixture Support: Water-closet support combination carrier.
2) Water-Closet Supports
a) Description: Combination carrier designed for accessible and standard mounting height of wall-mounting, water-closet-type fixture. Include single or double, vertical, or horizontal, hub-and-spigot or hubless waste fitting as required for piping arrangement; faceplates; couplings with gaskets; feet; and fixture bolts and hardware matching fixture.
b) Include additional extension coupling, faceplate, and feet for installation in wide pipe space.
3) SHOWER FAUCETS
a) Known Acceptable Source: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
i) Powers; a Watts Industries Co.
b) Description: Single-handle pressure-balance. Include hot- and cold-water indicators; check stops; and shower head, arm, and flange. Coordinate faucet inlets with supplies and outlet with diverter valve. Fixture must be an EPA WaterSense labeled product. Provide proof of EPA WaterSense purchasing.
i) Body Material: Solid brass.
ii) Finish: Chrome-plated ABS faceplate with color graphic insert for temperature indication.
iii) Maximum Flow Rate: 1.5 gpm, unless otherwise indicated.
iv) Diverter Valve: Not required.
v) Mounting: Exposed.
vi) Backflow Protection Device for Hand-Held Shower: Required.
vii) Operation: Compression, manual.
viii) Antiscald Device: Integral with mixing valve.
ix) Check Stops: Check-valve type, integral with or attached to body; on hot- and cold-water supply connections.
x) Supply Connections: Sweat End ½�.
xi) Shower Head Type: Handheld, slide-bar mounted.
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xii) Shower Head Material: Metallic with chrome-plated finish.
xiii) Spray Pattern: Adjustable.
xiv) Integral Volume Control: Required.
xv) Temperature Indicator: Integral with faucet.
xvi) Provide grab/slide bar with hose.
xvii) Provide vacuum breaker, in-line.
4) FLUSHOMETERS
a) Known Acceptable Source: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
i) Coyne & Delany Co.
ii) Delta Faucet Company.
iii) Sloan Valve Company.
iv) Zurn Plumbing Products Group; Commercial Brass Operation.
v) Hydrotek International, Inc.
vi) TOTO USA, Inc.
b) Description: Flushometer for water-closet -type fixture. Include brass body with corrosion-resistant internal components, non-hold-open feature, control stop with check valve, vacuum breaker, copper or brass tubing, and polished chrome-plated finish on exposed parts. Fixture must be an EPA WaterSense labeled product.
Provide proof of EPA WaterSense purchasing.
i) Internal Design: Diaphragm operation.
ii) Style: Exposed.
iii) Inlet Size: Water closets - NPS 1.
iv) Trip Mechanism: Battery-operated sensor actuator.
v) Consumption: Urinals - 0.125 gal./flush; Water Closets - 1.28 gal./flush.
vi) Tailpiece Size: Water closets- NPS 1-1/2 and standard length to top of bowl.
5) TOILET SEATS
a) Known Acceptable Source: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
i) American Standard Companies, Inc.
ii) Bemis Manufacturing Company.
iii) Centoco Manufacturing Corp.
iv) Church Seats.
v) Eljer.
vi) Kohler Co.
vii) Olsonite Corp.
b) Description: Toilet seat for water-closet-type fixture.
i) Material: Molded, solid plastic.
ii) Configuration: Open front without cover.
iii) Size: Elongated.
iv) Hinge Type: SC, self-sustaining, check.
v) Class: Heavy-duty commercial.
vi) Color: White.
6) Glazed wall tile.
i) Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on
Drawings or comparable product by one of the following:
(1) American Marazzi Tile, Inc.
(2) American Olean; Division of Dal-Tile International Inc.
(3) Daltile; Division of Dal-Tile International Inc.
(4) Deutsche Steinzeug America, Inc.
(5) Florida Tile Industries, Inc.
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(6) Florim USA.
(7) Laufen.
(8) Grupo Porcelanite.
(9) Portobello America, Inc.
(10) Seneca Tiles, Inc.
(11) United States Ceramic Tile Company.
ii) Module Size: As indicated on Drawings.
iii) Thickness: 5/16 inch.
iv) Face: Pattern of design indicated, with manufacturer's standard edges.
v) Finish: Semi-gloss.
vi) Tile Color and Pattern: As Indicated on Drawings.
vii) Grout Color: As selected by Architect from manufacturer's full range
viii) Mounting: Factory, back mounted.
ix) Trim Units: Coordinated with sizes and coursing of adjoining flat tile where applicable and matching characteristics of adjoining flat tile. Provide shapes as follows, selected from manufacturer's standard shapes:
(1) Base for Thin-Set Mortar Installations: Straight, module size 4-1/4 by 4-1/4 inches.
(2) b. External Corners for Thin-Set Mortar Installations: Surface bullnose, same size as adjoining flat tile.
7) Cementitious Backer Units: ANSI A118.9 or ASTM C 1325, in maximum lengths available to minimize end-to-end butt joints.
i) Products: Subject to compliance with requirements, available products that may be incorporated into the
Work include, but are not limited to, the following:
(1) C-Cure; C-Cure Board 990.
(2) Custom Building Products; Wonderboard.
(3) FinPan, Inc.; Util-A-Crete Concrete Backer Board.
(4) USG Corporation; DUROCK Cement Board.
ii) Thickness: 5/8�.
8) Dry-Set Portland Cement Mortar (Thin Set): ANSI A118.1
i) Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
(1) Boiardi Products; a QEP company.
(2) Bonsal American; an Oldcastle company.
(3) Bostik, Inc.
(4) C-Cure.
(5) Custom Building Products.
(6) Jamo Inc.
(7) Laticrete International, Inc.
(8) MAPEI Corporation.
(9) Southern Grouts & Mortars, Inc.
(10) Summitville Tiles, Inc.
(11) TEC; a subsidiary of H. B. Fuller Company.
ii) For wall applications, provide mortar that complies with requirements for non-sagging mortar in addition to the other requirements in ANSI A118.10
9) Toilet Stalls/Partitions:
i) Solid Plastic toilet compartments configured as toilet enclosures. They shall comply with requirements in GSA's CID-A-A-60003, "Partitions, Toilets, Complete."
ii) Hardware and Accessories: Manufacturer's standard design, heavy-duty operating hardware and accessories.
(1) Material: Chrome-plated steel or Stainless steel.
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(2) Hinges: Manufacturer's standard paired, self-closing type that can be adjusted to hold doors open at any angle up to 90 degrees.
(3) Latch and Keeper: Manufacturer's standard surface-mounted latch unit designed for emergency access and with combination rubber-faced door strike and keeper. Provide units that comply with regulatory requirements for accessibility at compartments designated as accessible.
(4) Coat Hook: Manufacturer's standard combination hook and rubber-tipped bumper, sized to prevent in-swinging door from hitting compartment-mounted accessories.
(5) Door Bumper: Manufacturer's standard rubber-tipped bumper at out-swinging doors.
(6) Door Pull: Manufacturer's standard unit at out-swinging doors that complies with regulatory requirements for accessibility. Provide units on both sides of doors at compartments designated as accessible.
iii) Overhead Bracing: Manufacturer's standard continuous, extruded-aluminum head rail with antigrip profile and in manufacturer's standard finish.
iv) Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel or chrome-plated steel or brass, finished to match the items they are securing, with theft-resistant type Heads. Provide sex-type bolts for through-bolt applications. For concealed anchors, use stainless steel, hot-dip galvanized steel, or other rust-resistant, protective-coated steel.
v) Door Size and Swings: Unless otherwise indicated, provide 24-inch- wide, in-swinging doors for standard toilet compartments and 36-inch-wide, out-swinging doors with a minimum 32-inch- wide, clear opening for compartments designated as accessible.
vi) Regulatory Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's "Americans with Disabilities Act (ADA) and Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities" for toilet compartments designated as accessible.
File details come from the government source that posted it. Updated .