SOW ZSU Cafeteria.pdf
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- Solicitation number
- 6973GH-25-R-00100
About this file
This is a Statement of Work (SOW) for the refurbishment of a second-floor cafeteria at the San Juan Combined EnRoute and Approach Control (CERAP) facility in Carolina, Puerto Rico. The project requires demolition and removal of existing features (metal wall panels, vinyl floor tiles, kitchen exhaust system, and a 14-ft section of wall), followed by installation of new elements including wood-look porcelain floor tiles, plastic-laminate cabinets with solid surface countertops, a double sink with disposal, a 30" electric cooktop, three government-furnished microwave ovens, new cafeteria entry doors, and electrical modifications.
The SOW provides detailed specifications for materials and installations, including cabinet construction using 3/4" plywood with plastic laminate, specific paint colors (Sherwin Williams Light French Gray and Pure White), MSI Westwood Liath Gray 8"x24" floor tiles, and MSI Ombre Grigia glass wall tiles. Work must be coordinated with FAA personnel to maintain facility operations, with some water shutoff work potentially requiring after-hours completion. The contractor must submit safety data sheets, product data sheets, and a work plan before commencing work. Special requirements include COVID-19 protocols and coordination for any work affecting the National Airspace System. The document includes extensive technical drawings and specifications for cabinet construction, electrical connections, and finish details.
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Other files
| File | Type | Posted |
|---|---|---|
| SOW ZSU Cafeteria_Revised3.13.25.pdf | ||
| QandA Sheet 6973GH-25-R-00100.pdf | ||
| FAA-C-1217H.pdf | ||
| 6973GH-25-R-00100_Amd3.pdf | ||
| 6973GH-25-R-00100_Amd2.pdf | ||
| 6973GH-25-R-00100_Amd1.pdf | ||
| Contractors Release Form DOT F 4220.4.doc | DOC document | |
| 6973GH-25-R-00100.pdf | ||
| Offeror Organizational Experience Form.pdf |
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Text version
FEDERAL AVIATION ADMINISTRATION SCOPE OF WORK
CAFETERIA REFURBISHMENT
San Juan Combined EnRoute and Approach Control (CERAP)
5000 Carr 190, Carolina, PR 00979-7421
1. STATEMENT OF WORK
The contractor shall furnish necessary equipment, materials, labor, tools, equipment, services, and supervision to refurbish the existing second floor cafeteria 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.
BASE REQUIREMENTS: The refurbishment includes, but is not limited to, the following requirements:
a) Relocate vending machines, ice maker, Automated Teller Machine (ATM), refrigerators, storage cabinets, and existing furniture currently in the cafeteria to temporary locations within the building. Temporary location will be communicated during the preconstruction conference.
b) Remove and dispose of all metal wall panels, and metal furniture identified in figures 3 and 7.
c) Remove and dispose of all remaining vinyl composition floor tiles and mastic in the cafeteria, kitchen, and storage areas. This is approximately 1040 square feet of tile. Tiles shall be remove using wet removal methods.
d) Demolish and remove approximately a 14 ft. section of wall, including one door, as depicted in figures 3, 8, 9 and 11.
e) Refinish section of wall that remains following wall demolition and repair the section of drywall ceiling affected by the wall removal.
f) Remove and dispose of the kitchen exhaust fan and hood, along with internal fire suppression system, and internal lights. See figure 8 & 10 for photos of the hood, and figure 5 for approximate location and size.
g) Disconnect and cap the supply air duct to the existing kitchen hood.
h) Disconnect the exhaust air duct from the existing kitchen hood and connect it to the new range hood.
i) Repair kitchen area drop ceiling to match dining area ceiling providing one additional light fixture and ceiling grid/tiles needed due to the removal of the wall and the kitchen fan/hood. Note: Kitchen area ceiling grid is currently offset approximately six inches horizontally from the dining area drop ceiling. They shall be in-line at the completion of this project. See figure 6.
j) Install new and/or relocate electrical outlets and switches as depicted in figure 4, 11, 12, and 15. Overhead lighting shall remain in place except for needed adjustment in the kitchen area to accommodate the ceiling grid changes mentioned in paragraph 1.e). All electrical work shall be completed in accordance with FAA standard FAA-C-1217H Chg 2 – Electrical Work, Premises Wiring. Figures 19 & 20 depict details of electrical panelboard that feeds the cafeteria area. Coordinate with the FAA COR to identify the circuits that will feed the new/relocated outlets.
k) Remove the remote sensor that activates the fire suppression system from the wall (see figure 11).
l) Provide and install new “Wood Look Porcelain Floor Tile” over concrete floor. Contractor shall prepare existing flooring to receive new flooring. Floor shall be dry, clean, smooth, level, and without large cracks.
Selected floor tile is 8 in. width x 24 in. length x 9.4 mm thick as shown in figure 18. Contractor may submit an alternate product for approval.
m) Build and install new cabinets, including solid surface top, and backsplash. Cabinet details are in figures 4, 12, 13, 14, 15, 16, 17 & 24.
n) Provide and install a new double sink, a waste disposer, a 30” wide cooktop and three government furnished microwave ovens. Refer to figures 12 through 17 and 24. Install drain lines from ice maker and sink; connect to the existing drain lines (figure 7 shows exiting drain lines).
o) Provide and install new two cafeteria entry doors per figures 18. Submit for approval.
p) Provide an install a threshold under the cafeteria entry doors to transition between the new flooring and the hallway flooring. Submit for approval. If needed, contractor shall adjust the doors to prevent friction at threshold.
q) Paint the walls per the legend provided in figure 23.
r) Provide and install new cove base molding where the flooring meets any wall. Submit for approval.
s) Relocate vending machines, ice maker, ATM, refrigerators, storage cabinets, and furniture back to the cafeteria as directed by the FAA COR.
t) Any work requiring 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.
u) 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).
2. SPECIAL REQUIREMENTS
1. 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.
2. 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.
3. 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.
4. Due to the recent health concerns related to the COVID pandemic, the Contractor shall adhere to the Center of Disease Control’s (CDC’s) and the FAA’s COVID requirements and guidelines. The FAA’s COVID requirements and guidelines are available upon request.
5. 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.
3. SITE ACCESS/CONSTRUCTION LIMITS
1. 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.
2. 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 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.
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.
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.
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. 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.
APPENDIX A – MATERIALS
1 INTERIOR ARCHITECTURAL WOODWORK
A. This Section includes the following:
1. Interior standing and running trim.
2. Plastic-laminate cabinets.
3. Solid-surfacing-material countertops.
4. Shop finishing of interior woodwork.
B. General: Provide materials that comply with requirements of A r ch i te ctu r a l W o o d wo r k I n s t i t u t e 's ( AWI) quality standard for each type of woodwork and quality grade specified, unless otherwise indicated.
C. Wood Species for Opaque Finish: Any closed-grain hardwood
D. Wood Products: Comply with the following:
1. Hardboard: AHA A135.4.
2. Softwood Plywood: DOC PS 1, Medium Density Overlay.
3. Veneer-Faced Panel Products (Hardwood Plywood): HPVA HP-1, made with adhesive containing no urea formaldehyde.
E. High-Pressure Decorative Laminate: NEMA LD 3, grades as indicated or, if not indicated, as required by woodwork quality standard.
1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering high-pressure decorative laminates that may be incorporated into the Work include, but are not limited to, the following:
a. Abet Laminati, Inc.
b. Arborite; Division of ITW Canada, Inc.
c. Formica Corporation.
d. Lamin-Art, Inc.
e. Nevamar Company, LLC; Decorative Products Div.
f. Panolam Industries International Incorporated.
g. Westinghouse Electric Corp.; Specialty Products Div.
h. Wilsonart International; Div. of Premark International, Inc.
F. Solid-Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with ISSFA-2.
1. Sustainable Requirements:
a. Product Data: For recycled content, indicating postconsumer and preconsumer recycled content and cost."
b. Product Certificates" Subparagraph below applies to LEED 2009, Materials and Resources
Credit 5, "Regional Materials."
c. Product Certificates: For regional materials, indicating location of material manufacturer and point of extraction, harvest, or recovery for each raw material. Include distance to Project and cost for each regional material.
2. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. ABA Industries
b. Avonite, Inc.
c. E. I. du Pont de Nemours and Company.
d. Formica Corporation.
e. LG Chemical, Ltd.
f. Meganite Inc.; a division of the Pyrochem Group.
g. Nevamar Company, LLC; Decorative Products Div.
h. Samsung; Cheil Industries Inc.
i. Swan Corporation (The).
j. Wilsonart International; Div. of Premark International, Inc.
3. Type: Standard type, unless Special Purpose type is indicated.
4. Colors and Patterns: As selected by COR from manufacturer's full range.
G. CABINET HARDWARE AND ACCESSORIES
1. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 100 degrees of opening, self-closing.
2. Wire Pulls: Back mounted, solid metal 4 inches long, 5/16 inch in diameter.
3. Shelf Rests: BHMA A156.9, B04013; metal, plastic.
4. Drawer Slides: BHMA A156.9, B05091.
a. Standard Duty (Grade 1, Grade 2, and Grade 3): Side mounted and extending under bottom edge of drawer; full-extension type; zinc-plated steel or epoxy-coated steel with polymer rollers.
b. Heavy Duty (Grade 1HD-100 and Grade 1HD-200): Side mounted; full-extension type; zinc-plated steel ball-bearing slides.
c. Box Drawer Slides: Grade 1HD-100; for drawers not more than 6 inches high and 24 inches wide.
d. File Drawer Slides: Grade 1HD-200; for drawers more than 6 inches high or 24 inches wide.
e. Pencil Drawer Slides: Grade 2; for drawers not more than 3 inches high and 24 inches wide.
f. Keyboard Slides: Grade 1HD-100; for computer keyboard shelves.
g. Trash Bin Slides: Grade 1HD-200; for trash bins not more than 20 inches high and 16 inches wide.
5. Door Locks: BHMA A156.11, E07121.
6. Drawer Locks: BHMA A156.11, E07041.
7. Grommets for Cable Passage through Countertops: black, molded-plastic grommets and matching plastic caps with slot for wire passage.
a. Product: Subject to compliance with requirements, by Doug Mockett & Company, Inc.
8. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA finish number indicated.
a. Dark, Oxidized, Satin Bronze, Oil Rubbed: BHMA 613 for bronze base; BHMA 640 for steel base; match Architect's sample.
b. Bright Brass, Clear Coated: BHMA 605 for brass base; BHMA 632 for steel base.
c. Satin Brass, Blackened, Bright Relieved, Clear Coated: BHMA 610 for brass base; BHMA 636 for steel base.
d. Satin Chromium Plated: BHMA 626 for brass or bronze base; BHMA 652 for steel base.
e. Bright Chromium Plated: BHMA 625 for brass or bronze base; BHMA 651 for steel base.
f. Satin Stainless Steel: BHMA 630.
9. For concealed hardware, provide manufacturer's standard finish that complies with product class requirements in BHMA A156.9.
H. MISCELLANEOUS MATERIALS
1. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content.
2. Furring, Blocking, and Shims: Where required, fire-retardant-treated softwood lumber, kiln dried to less than 15 percent moisture content.
3. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage.
Provide nonferrous-metal or hot-dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. Provide toothed-steel or lead expansion sleeves for drilled-in-place anchors.
4. Adhesives: Do not use adhesives that contain urea formaldehyde.
5. Adhesives: Use adhesives that meet the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."
6. Installation Adhesive: Product recommended by fabricator for each substrate for secure anchorage.
7. Adhesives shall have a VOC content of 70 g/L or less.
8. Adhesive shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."
I. FABRICATION, GENERAL
1. Interior Woodwork Grade: Unless otherwise indicated, provide Custom-grade interior woodwork complying with referenced quality standard.
2. Wood Moisture Content: Comply with requirements of referenced quality standard for wood moisture content in relation to ambient relative humidity during fabrication and in installation areas.
3. Sand fire-retardant-treated wood lightly to remove raised grain on exposed surfaces before fabrication.
4. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following:
a. Corners of Cabinets and Edges of Solid-Wood (Lumber) Members 3/4 Inch Thick or Less:
1/16 inch.
b. Edges of Rails and Similar Members More Than 3/4 Inch Thick: 1/8 inch.
c. Corners of Cabinets and Edges of Solid-Wood (Lumber) Members and Rails: 1/16 inch.
5. Complete fabrication, including assembly, finishing, and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.
6. Notify COR seven days in advance of the dates and times woodwork fabrication will be complete.
7. Trial fit assemblies at fabrication shop that cannot be shipped completely assembled. Install dowels, screws, bolted connectors, and other fastening devices that can be removed after trial fitting. Verify that various parts fit as intended and check measurements of assemblies against field measurements indicated on Shop Drawings before disassembling for shipment.
8. Shop-cut openings to maximum extent possible to receive hardware, appliances, plumbing fixtures, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs.
a. Seal edges of openings in countertops with a coat of varnish.
J. PLASTIC-LAMINATE CABINETS
1. Grade: Custom
2. AWI Construction Type: Face frame.
3. Doors, drawer fronts and false fronts: Flush overlay
4. Reveal Dimension: As indicated
5. Laminate Cladding for Exposed Surfaces: High-pressure decorative laminate complying with the following requirements:
a. Horizontal Surfaces Other Than Tops: Grade HGS
b. Postformed Surfaces: Grade HGP
c. Vertical Surfaces: Grade VGS
d. Edges: Grade HGS
6. Materials for Semiexposed Surfaces:
a. Surfaces Other Than Drawer Bodies: High-pressure decorative laminate, Grade CLS.
b. Edges of Plastic-Laminate Shelves: Match shelf laminate
c. For semiexposed backs of panels with exposed plastic-laminate surfaces, provide surface of high-pressure decorative laminate, Grade CLS.
d. Drawer Sides and Backs: Thermoset decorative panels.
e. Drawer Bottoms: Thermoset decorative panels.
7. Concealed Backs of Panels with Exposed Plastic Laminate Surfaces: High-pressure decorative laminate, Grade BKL.
8. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements:
9. If not indicated, as selected by COR from laminate manufacturer's full range in the following categories:
a. Solid colors, matte finish.
b. Wood grains, matte finish.
c. Patterns, matte finish.
K. SUBMITTALS
1. Product Data: For each type of product indicated, including cabinet hardware and accessories, and finishing materials and processes.
2. Include data for fire-retardant treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements.
3. Sustainable Design Submittals:
a. Product Data: For adhesives, indicating that product contains no urea formaldehyde.
b. Laboratory Test Reports: For adhesives, indicating compliance with requirements for low-emitting materials.
c. Product Data: For composite wood products, indicating that product contains no urea formaldehyde.
d. Laboratory Test Reports: For composite wood products, indicating compliance with requirements for low-emitting materials.
4. Shop Drawings: For interior architectural woodwork and casework.
a. Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components.
b. Show locations and sizes of furring, blocking, and hanging strips, including concealed blocking and reinforcement specified in other Sections.
c. Show locations and sizes of cutouts and holes for fixtures and equipment installed in architectural woodwork.
5. Samples for Initial Selection:
a. Shop-applied opaque finishes.
b. Plastic laminates.
c. PVC edge material.
d. Solid-surfacing materials.
L. ADJUSTING AND CLEANING
1. Repair damaged and defective woodwork, where possible, to eliminate functional and visual defects; where not possible to repair, replace woodwork. Adjust joinery for uniform appearance.
2. Clean, lubricate, and adjust hardware.
3. Clean woodwork on exposed and semi exposed surfaces. Touch up shop-applied finishes to restore damaged or soiled areas.
2 KITCHEN SINK
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:
1. Commercial Enameling Company.
2. Eljer
3. Jacuzzi, Inc
4. Kohler Co.
5. Gerber Plumbing Fixtures LLC.
6. Lyons Industries, Inc.
7. American Standard Companies, Inc.
8. Bootz Plumbing ware Co.
9. Briggs Plumbing Products, Inc.
10. Eljer.
11. Mansfield Plumbing Products, Inc.
12. Avonite, Inc.
13. DuPont, Corian Product
14. FHP Kindred USA.
15. Formica Corporation.
16. Franke Consumer Products, Inc., Kitchen Systems Div.
17. Lippert Corporation.
18. Rynone Manufacturing Corp.
19. Swan Corporation (The).
20. Wilsonart International.
21. Just Manufacturer. (DL-ADA-2133-A-GR)
C. Description: Two-bowl, residential, under-counter-mounting, stainless-steel two- compartment sink ADA accessible.
1. Overall Dimensions: 21” x 33.
2. Metal Thickness: 18 gauge.
3. Left Bowl:
• Dimensions: 16” x 14”.
• Drain: 3-1/2-inch crumb cup.
• Location: Center rear in compartment.
4. Right Bowl:
• Dimensions: 16” x 14”
• Drain: 3-1/2-inch crumb cup with offset waste outlet for disposer.
• Location: Center rear in compartment.
5. Supplies: NPS 1/2 chrome-plated copper with stops.
6. Drain Piping: NPS 1-1/2 chrome-plated, cast-brass P-trap; 0.045-inch- thick tubular brass waste to wall and wall escutcheon(s).
7. Disposer: Provide in right bowl.
D. INTALLATION:
1. Assemble plumbing fixtures, trim, fittings, and other components according to manufacturers' written instructions.
3 SINK FAUCET
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:
1. American Standard Companies, Inc.
2. Bradley Corporation.
3. Broadway Collection.
4. Chicago Faucets.
5. Delta Faucet Company.
6. Dormont Manufacturing Company.
7. Eljer.
8. Elkay Manufacturing Co.
9. Fisher Manufacturing Co.
10. Grohe America, Inc.
11. Just Manufacturing Company.
12. Kohler Co.
B. Description: Two compartment faucet without spray, three-hole fixture Include hot- and cold-water indicators; coordinate faucet inlets with supplies and fixture holes; coordinate outlet with spout and fixture receptor. Fixture must be an EPA WaterSense labeled product. Provide proof of EPA WaterSense purchasing.
1. Body Material: General-duty, solid brass or copper or brass underbody with brass cover plate.
2. Finish: Polished chrome plate.
3. Maximum Flow Rate: 1.5 gpm.
4. Mixing Valve: Two-lever handle.
5. Backflow Protection Device for Hose Outlet: Required.
6. Centers: 8 inches.
7. Mounting: Deck.
8. Handle(s): Wrist blade.
9. Inlet(s): NPS 1/2 male shank.
10. Spout Type: Swing, solid brass Spout Outlet, gooseneck. Provide with gooseneck faucet.
11. Vacuum Breaker: Required.
12. Operation: Compression, manual.
13. Drain: Grid.
4 WASTE DISPOSER (under sink)
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:
1. American Standard Companies, Inc.
2. Franke Consumer Products, Inc.; Kitchen Systems Div.
3. In-Sink-Erator; a div. of Emerson Electric Co.
4. Kitchen Aid.
5. Maytag Co.
6. Anaheim Manufacturing, Inc.; a Subsidiary of Western Industries, Inc.
7. White Rock Corp.
B. Description: Continuous-feed household, food-waste disposer. Include reset button; wall switch; corrosion-resistant chamber with jam-resistant, cutlery- or stainless-steel grinder or shredder; NPS 1-1/2 outlet; quick-mounting, stainless-steel sink flange; ant splash guard; and combination cover/stopper.
1. Type: Continuous-feed household.
2. Model: Sound-insulated chamber and stainless-steel outer shell.
3. Motor: 120-V ac, 1725 rpm, 3/4 hp with overload protection.
4. Heating Element: 750 W minimum, 115-V ac.
5 ELECTRIC STOVE
A. Basis-of-Design Product: As indicated on Appendix B diagrams, or an equivalent product.
B. Built-in Electric Cooktop:
1. Size: 30 inch
2. Electric Burner Elements: Four (induction type)
3. Finish: Stainless Steel
4. Power/Rating Requirement: 208-240 V, 40 A.
6 PORCELAIN FLOOR TILES
A. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following:
1. M S International, Inc. (MSI)
2. American Olean; Division of Dal-Tile International Inc.
3. Crossville, Inc.
4. Daltile; Division of Dal-Tile International Inc.
5. Steinzeug America, Inc.Deutsche
6. Interceramic
7. Lone Star Ceramics Company
8. Grupo Porcelanite
9. Portobello America, Inc.
10. Seneca Tiles, Inc.
B. Description: Wood-looking impervious tile has water absorption of less than 0.5%
1. Composition: Impervious porcelain
2. Module Size: As indicated on Drawings.
3. Thickness: 5/16” to 3/8”.
4. Face: Pattern of design indicated.
5. Surface: Slip-resistant, with abrasive admixture.
6. Tile Color and Pattern: As indicated on Drawings.
7. Grout Color: As selected by Architect from manufacturer's full range.
7 CAFETERIA DOORS
A. Hollow Metal Doors shall be fabricated according to ANSI/SDI A250.8. Interior doors shall comply with the A250.8 requirements for Level 2 and Physical Performance Level B (Heavy Duty), Model 2 (Seamless).
B. Face sheets fabricated from cold-rolled steel sheet. metallic-coated steel sheet.
C. Door submittals must be depicted to represent their actual size, type, and location. Submittals to also include all door hardware, accessories, and ancillary material to be used. Other product data required as follows:
Construction details, material description, core description, fire-resistance rating, and finishes.
D. Tolerances: Comply with SDI 117, “Manufacturing Tolerances for Standard Steel Doors and Frames.”
E. Doors shall have a one-hour UL fire rating.
F. Door shall have a glass panel, no larger than 5 ½” x 30”, the bottom of which shall be no higher than 42” above the finished floor elevation.
G. Doors and frames to be factory primed. Final color to match existing doors. Application of paint to be performed by a qualified applicator with experience painting the type of paint being used.
H. Painting to be performed in an environmentally controlled site before installation. Application IAW manufacturer’s instructions. Complete curing of paint required before installation. Touch up is allowed after installation. Adequate ventilation during touch-up to be strictly adhered to.
I. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities.
8 INTERIOR PAINT
A. Chemical Components of Interior Paints and Coatings: Provide products that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24) and the following Chemical restrictions:
1. Flat Paints and Coatings: VOC content of not more than 50 g/L.
2. Non-Flat Paints and Coatings: VOC content of not more than 150 g/L.
3. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing one or more benzene rings).
4. Restricted Components: Paints and coatings shall not contain any of the following: Acrolein, Acrylonitrile, Antimony, Benzene, Butyl benzyl phthalate, Cadmium, Di (2-ethylhexyl) phthalate, Di-n-butyl phthalate, Di-n-octyl phthalate, 1,2-dichlorobenzene, Diethyl phthalate, Dimethyl phthalate, Ethylbenzene, Formaldehyde, Hexavalent chromium, Isophorone, Lead, Mercury, Methyl ethyl ketone, Methyl isobutyl ketone, Methylene chloride, Naphthalene, Toluene (methylbenzene), Asbestos (Tremolite, Actinolite, Anthophyllite, Chrysotile, Amosite, Crocidolite).
B. Colors: Provide color selections as specified in the Finish Schedule. If not on Finish Schedule, provide colors to match adjacent surfaces.
C. PRIMERS: Sherwin-Williams; ProMar 200 Zero VOC Interior Latex Primer B28W02600 (or an equivalent product): Applied at a dry film thickness of not less than 1.6 mils.
D. FINISH COAT: Sherwin-Williams; SuperPaint Interior Latex Satin Wall Paint A87 Series (or an equivalent product): Applied at a dry film thickness of not less than 1.6 mils.
9 KITCHEN EXHAUST HOOD
A. Basis-of-Design Product: As indicated on the Appendix B diagrams (DENLAR DS-30-D), or an equivalent product.
B. Type: 30-inch under cabinet, vented, range hood.
C. Exhaust Fan: In-line vertical duct, 510 CFM
D. Fan Control: Hood-mounted, fan switch, with separate hood-light control switch.
E. Finish: Stainless steel
F. Standard features include the following:
1. Integrated Fire Suppression System
2. Permanent, washable filter(s).
3. Built-in lighting.
APPENDIX B – FACILITY PHOTOGRAPHS & DIAGRAMS
Figure 1. Site Location, Carolina, Puerto Rico.
Figure 2: ZSU CERAP Second Floor Plan & Layout
ZSU CERAP
Cafeteria, Kitchen & Storage
Approx: 1040 SF
Figure 3. ZSU CERAP Cafeteria Layout – Existing Layout with demolition requirements
Figure 4. ZSU CERAP Cafeteria – New Layout describing some of the work to be done under this contract. The new layout will require a maximum of 10 new and/or relocated electrical outlets, including a flush mount, 3-wire, NEMA 10-50R, 50A range receptable for connection to new GFM cooktop, and one empty 4-position telecom/Lan outlet to wall mounted TV. Provide a 1” conduit with pull string from telecom/Lan outlet to a junction box above ceiling. Coordinate location of outlets with FAA COR.
Figure 5. ZSU CERAP Cafeteria –Existing Reflected Ceiling Plan
Figure 6. ZSU CERAP Cafeteria – New Reflected Ceiling Plan. New ceiling layout includes the removal of the existing kitchen hood, providing additional light fixture and additional ceiling grid/tiles, and adjustment of existing grid, light fixtures and HVAC vents.
Figure 7. Images of the sink area (south wall).
Existing wall cabinets shall remain in plan. Protect them from damage throughout the project.
Existing 12”x12” white tiles and mastic (approx. 24 sq ft) have been removed by others.
Stainless-steel sinks, faucets, disposal have been removed by others. Contractor shall remove metal wall panels, and copper pipes. Cast iron drain and vent pipes shall remain in place and reused.
Figure 8. View from the entrance to the cafeteria looking towards the kitchen. The yellow wall will be demolished under this contract.
The drywall soffit shown attached to the wall shall remain.
Section of wall to be demolished. Approximately fourteen linear ft.
Ceilings to remain, any section previously supported by the wall shall be supported to structure above.
Figure 9. Additional views of the ZSU cafeteria towards the kitchen.
Fire extinguisher shall remain in place, relocate paper towel dispenser as directed by FAA
COR.
Remove and dispose of stainless still cabinet. Door, door frame, and hardware shall be removed and provided to the FAA COR.
Figure 10. Views from the dining area looking towards the kitchen area. Kitchen hood shall remail in place, but stainless-steel wall panels and vinyl composition tile shall be removed. Note: Under Option 1, the kitchen hood is removed and replaced (see Figure 25).
Existing kitchen hood, along with internal equipment, shall be removed under this contract.
Remove and dispose of approximately 320 sq ft of 12”x12” vinyl composition tiles.
Remove and dispose of metal wall panels.
Figure 11. Photograph of the back side of wall and door to be demolished under this contract. Door, door frame, and door hardware shall be provided to FAA COR for storage.
Kitchen Hood Fire suppression sensor & control box, remove along with the kitchen hood.
Relocate light switch to section of wall that remains, specific location TBD by FAA COR.
Figure 12. View of the dining area from the cafeteria entrance. The mural on the back wall shall be protected and not be disturbed during the project.
Remove and dispose of approximately 700 sq ft of 16”x16” vinyl composition tiles.
Protect the wall mural from damage.
Figure 12. ZSU CERAP Cafeteria – East Elevation – New Kitchen Cabinets, their finish and color shall match the existing cabinets on the south wall. Submit for approval. New kitchen exhaust fan shall be DENLAR DS-30-D, or approved equal. New 30” cooktop shall be GE Profile 30 in. Induction Touch Control Cooktop in Black – Model # PHP7030DTBB, or approved equal.
Figure 13. ZSU CERAP Cafeteria – Elevation – Microwave Cabinet.
Figure 14. ZSU CERAP Cafeteria – Sections through Microwave Cabinet. All cabinets shall be constructed of ¾” plywood with plastic laminate on all visible sides. The countertop shall be made of ½” solid surface material over ¾” plywood.
Figure 15. ZSU CERAP Cafeteria – SINK AREA ELEVATION. All cabinets shall be constructed of ¾” plywood with plastic laminate on all visible sides. The counter top shall be made of ½” solid surface material over ¾” plywood.
Figure 16. ZSU CERAP Cafeteria – SINK AREA SECTION VIEW.
Figure 17. ZSU CERAP Cafeteria – SINK BASE AT FLOOR DETAIL
Figure 18. ZSU CERAP Cafeteria – Replace the two entry doors to the cafeteria with similar hollow metal doors and hardware. The bottom of the glass panel shall be no higher than 42” above the finished floor elevation to meet Americans with Disabilities Act requirements.
Figure 19. ZSU CERAP Cafeteria – ELECTRICAL PANELS. Panel 2A used to have old kitchen equipment and will host all the circuits used for this project. Contractor may reuse any available circuit and circuit wiring to connect new and relocated outlets under this contract. Provide circuit breakers as needed, coordinate with FAA COR.
Electrical panel 2A Electrical panel
2AA
Figure 20. ZSU CERAP Cafeteria – EXISTING ELECTRICAL CONNECTION PLAN AND NOTES. The diagram above shows the location and type of existing outlets. Most of the equipment has been removed but most of the electrical outlets and wiring remain. Contractor may use any unused wiring/outlet and relocate to support the layout shown in Figure 4. Coordinate reuse/relocation with FAA COR.
Figure 21. Proposed Flooring: MSI Westwood Liath Gray 8” x 24” Matte Porcelain Wood Look Floor Tile. Note: Flooring is currently available at the Home Depot Carolina.
Figure 22. Proposed Glass Tile: MSI Ombre Grigia 11.75 in. x 14.75 in. Textured Glass Patterned Look Wall Tile (9.6 sq. ft./Case). Note: Tile is currently available from the Home Depot.
Figure 23. Proposed Paint Colors for Cafeteria Walls and Columns, and Proposed Solid Surface color and texture:
Columns: Sherwin Williams Light French Gray – SW0055 Walls: Sherwin Williams Pure White – SW7005
Solid Surface: FORMICA Everform Argento Terrazzo Matrix – 410
Figure 24. Section view of the cooktop cabinet, new wall cabinets, exhaust hood and vent duct.
| CAFETERIA REFURBISHMENT |
| 1. STATEMENT OF WORK |
| 2. SPECIAL REQUIREMENTS |
| 3. SITE ACCESS/CONSTRUCTION LIMITS |
| 4. PERSONNEL |
| 5. COORDINATION |
| 6. CONSTRUCTION SCHEDULE |
| 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 ... |
| 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 em... |
| 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 op... |
| 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 term... |
| 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 1926 Safety 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 |
| 9. SUPPLIES AND EQUIPMENT |
| 10. LOCATION INFORMATION |
| 11. ACCEPTANCE OF WORK |
| APPENDIX A – MATERIALS |
| APPENDIX B – FACILITY PHOTOGRAPHS & DIAGRAMS |
File details come from the government source that posted it. Updated .