SOW - Design Build-20201020.pdf

Design-Build Statement of Work, v5 SA-51KitchenRenovation

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U.S. General Services Administration

National Capital Region

Public Buildings Service www.gsa.gov

Statement of Work for

Design-Build Services

PROJECT IDENTIFICATION

Project Title: SA-51 Kitchen Renovation EEOB Room 52 SCIF

Building: Blair Complex Eisenhower Executive Office Building

Building ID #: DC0042ZZ Insert Building ID #

Building Location: 1651-1653 PA Ave., NW, Washington, DC Insert Building Address

Control Number:

GSA Work Items: Insert Work Items as listed on the PA if applicable

RWA #: W2087157 Insert RWA # if applicable ePM Number: 65002 Insert ePM#

SOW Author: Edmond Babineau Edmond Babineau

10/12/2020

October 12, 2020 2 of 42

TABLE OF CONTENTS

1. PROJECT INFORMATION 4

1.1. PROJECT BACKGROUND 4

1.2. PROJECT SUMMARY DESCRIPTION 4

1.3. PROJECT DELIVERY TYPE 5

1.4. PROJECT GOALS 5

1.5. PROJECT OBJECTIVES 5

1.6. PROJECT BUDGET 5

1.7. PROJECT SCHEDULE 5

1.8. CONTRACT TYPE 6

2. SCOPE OF WORK 7

2.1. PROJECT REQUIREMENTS 7

PROJECT SITE REQUIREMENTS 7

2.2. STANDARDS AND CRITERIA DOCUMENTS 9

2.3. NATIONAL HISTORIC PRESERVATION ACT (NHPA) REQUIREMENTS 11

2.4. U.S. COMMISSION OF FINE ARTS REVIEW REQUIREMENTS 11

NA 11

2.5. NATIONAL ENVIRONMENTAL POLICY ACT (NEPA) REQUIREMENTS 11

2.6. FINE ARTS REQUIREMENTS 11

2.7. ACCESSIBILITY REQUIREMENTS 11

2.8. SAFETY REQUIREMENTS 11

2.9. FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS 11

2.10. ENVIRONMENTAL REQUIREMENTS 17

2.11. HAZARDOUS MATERIAL REQUIREMENTS 17

2.12. SUSTAINABILITY REQUIREMENTS 19

2.13. ENERGY AND WATER EFFICIENCY REQUIREMENTS 20

2.14. BUILDING TECHNOLOGY SERVICES 20

2.15. MANUFACTURER REQUIREMENTS 21

2.16. BUILDING INFORMATION MODELING (BIM) 21

2.17. ENERGY MODELING AND PERFORMANCE 21

2.18. COBie 21

3. DESIGN STAGE 22

3.1. PRE-DESIGN PHASE 22

3.2. DESIGN PHASE 22

3.3. CONSTRUCTION PROCUREMENT PHASE 28

4. CONSTRUCTION STAGE 29

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4.1. GENERAL 29

4.2. PERMITTING 29

4.3. CONSTRUCTION SCHEDULE 30

4.4. CONSTRUCTION PROGRESS REPORTS 30

4.5. SHOP DRAWINGS / PRODUCT DATA SUBMISSIONS 30

4.6. SCHEDULE OF INSPECTIONS AND TESTS 31

4.7. CONSTRUCTION INSPECTIONS 31

4.8. SPECIAL INSPECTIONS 32

4.9. COMMISSIONING 32

4.10. QUALITY CONTROL PLAN 32

4.11. CONSTRUCTION INDOOR AIR QUALITY (IAQ) MANAGEMENT 35

4.12. SAFETY PLAN 36

4.13. COORDINATION OF WORK 36

4.14. REQUESTS FOR INFORMATION 36

4.15. MODIFICATIONS / CHANGE ORDERS 37

5. CONTRACT ADMINISTRATION 38

5.1. CONTRACTOR’S STAFF 38

5.2. MEETINGS 39

5.3. COMMUNICATION 39

5.4. PROJECT CLOSEOUT 39

5.5. FEE & PAYMENT 41

5.6. GOVERNMENT FURNISHED PROPERTY 41

6. ATTACHMENTS 42

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1. PROJECT INFORMATION

1.1. PROJECT BACKGROUND

Historic Blair House is managed by the Office of the Chief of Protocol to serve as the President’s

Guest House with assistance from FMS. The commercial kitchen in the basement of Blair House was last renovated in 1985 and is now past its service life and requires major renovation to address mechanical, health and life safety issues. The kitchen has ongoing visible mold issues that can only be remediated and prevented with renovation to ensure sufficient air flow in major systems. The ventilation, fire suppression system, and cooling system all require upgrading to meet current code and health/safety requirements. The Department maintains the patchwork of systems and continues to overspend on operations, maintenance and repair at this site due to obsolescent mechanical systems and equipment. The risk if this project is not funded is potential airborne illnesses to guests, risk of catastrophic fire without sufficient suppression with foreign diplomats in the building, and a complete shutdown of the Blair House facility.

The United States Government purchased Blair House and three adjoining townhouses in 1942 to serve as the president’s guest house. Two houses are on Pennsylvania Avenue and two face Lafayette

Park on Jackson Place. Collectively known as Blair House, the four connected 19-century townhouses retain the outward appearance of each original townhouse with a carefully integrated interior. Blair

House is in the custody of the General Services Administration and delegated to the Department.

Blair House contains more than 120 rooms, with a total area of 56,600 square feet. Blair House has 14 guestrooms, each with a full bathroom, three formal dining rooms, two large conference rooms, a hot and cold kitchen overseen by an executive chef and sous chef, a fully equipped beauty salon, an exercise room, and an in-house laundry facility.

PROJECT SUMMARY DESCRIPTION

The commercial kitchen is split into two sides to address the prep and cooking for all visitors of the

Blair House.

This renovation would address significant issues on the cooking side. Due to inadequate ventilation over the cooking surface, and subsequent buildup of extreme heat and moisture, mold is present and can be seen on the walls and ceiling tiles and the odor of mildew is strong. Cooked food is exposed to mold spores and the kitchen staff could become ill with long term exposure. The French drain is improperly designed and spillage of soapy water from cleaning of the stoves onto the floor does not drain, causing a slipping hazard for kitchen staff and a health hazard as standing water pools promote bacterial growth. The hood and the mechanical system for the kitchen is not to code for its size and function. The Fire suppression system is inadequate and not to code and there is inadequate HVAC for the heat load.

On the cold side, this renovation would correct inadequate cooling and fire suppression as well as provide for proper refrigeration of food and provide more efficient use of the space to ensure proper food handling during preparation.

The area designated for the kitchen staff to rest, eat, and complete administrative work is grossly inefficient and inappropriate. The Head Chef has a desk placed in an old shower room and the makeshift overcrowded offices pose a tripping and egress hazard for the staff. This area of the space also suffers from inadequate fire suppression and HVAC systems.

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As the President’s guest house, the Blair House needs to follow industry best practices for proper food handling, storage, and preparation and ensure fire suppression and HVAC systems are up to code. Ventilation and drainage needs to be corrected to eliminate fire and life safety issues within the space.

The project is not a change in use of space.

The project is not a change in occupancy.

1.2. PROJECT DELIVERY TYPE

The project is a Design-Build delivery type.

1.3. PROJECT GOALS

Complete project within 10% of overall project duration

Complete project within 10% of overall project budget

Divert a minimum of 70% (by weight) of construction and demolition waste generated from project

1.4. PROJECT OBJECTIVES

To be considered successful, the Work must achieve the following objectives:

● The project shall be based on the Latest Code Requirements and the GSA Governing Design

Requirements.

● The project is being requested for health and code deficiency reasons.

1.5. PROJECT BUDGET

Not applicable for Design/Build delivery type. See solicitation for estimated cost of project.

1.6. PROJECT SCHEDULE

The overall Period of Performance shall be 365 calendar days from Notice To Proceed to Substantial

Completion, based on the following:

● Design Services 100 calendar days after Notice to Proceed

● Construction Services 60 calendar days after 100% Submission Approval

Ultimate Contract Completion shall be 30 calendar days after Substantial Completion

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1.7. CONTRACT TYPE

The Government contemplates the award of a firm fixed-price contract to the successful offeror. The prices shall include, but shall not be limited to the following:

● Professional Architect / Engineer Services

● Contract Management

● Construction Services including Materials, Labor, and Supervision

● Professional Inspection and Testing Services

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2. SCOPE OF WORK

This section details the technical requirements and constraints which the D/B Contractor must account for.

The Scope of Work indicated is not intended to limit the design of the D/B Contractor’s Architect/Engineer.

Variation from the Scope of Work will be considered by GSA, if the proposed change is within the construction budget limitations, meets the objectives for the project, and results in an improved design. GSA must approve all proposed changes in the Scope of Work.

2.1. PROJECT REQUIREMENTS

2.1.1. Base Bid

All work must comply with the GSA Requirements listed below in 2.2.1. The applicable version of each document must be the version current at the time of award of this task order.

Any conflicts or ambiguities within or among the referenced Standards and Criteria Documents, or any deviations from requirements contained in the Standards and Criteria Documents, must be reported to the GSA in writing, for determination as to applicability.

PROJECT SITE REQUIREMENTS

2.1.2. Work Restrictions

The D/B Contractor shall survey the entire worksite and review existing documentation to be familiar with the existing conditions. This includes all areas of the building, structure, and site affected by the removal and demolition work, alterations and new construction work prior to initiation of design work.

During the construction period, the D/B Contractor shall have limited use of the designated premises for the construction operations. The D/B Contractor shall limit the use of the premises to the work areas indicated, and to allow for Government occupancy and public use.

The building is to remain fully operational throughout the entirety of the project, with no disruption to tenant operations. All work areas must be cleaned at the end of every work day.

The work shall be sequenced to minimize disruption to building occupants, visitors, and maintenance activities. To the greatest extent feasible, demolition work should not take place until supplies are on hand to perform new work.

The D/B Contractor shall coordinate all work activities with the GSA Building Manager and the

Contracting Officer's Representative to ensure that proper security and access arrangements are made without impact on the construction schedule.

2.1.3. Working Hours

2.1.3.1. Government Occupied Hours

Government personnel are scheduled to occupy the building during the following hours on weekdays, Monday through Friday, except for established Government Holidays, 6:00 AM to 6:00 PM.

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2.1.3.2. Contractor's Working Hours

The following work shall be performed outside of Government Occupied Hours:

● Noisy and/or odor-producing work that may disrupt tenant operations in adjacent spaces.

Work accomplished outside of Government Occupied Hours shall be performed at no additional cost to the Government. The D/B Contractor shall submit a proposed schedule and gain the Contracting Officer's approval at least 72 hours before proceeding with any work during Government Unoccupied Hours.

2.1.4. Loading Dock

NA.

2.1.5. Parking

No parking is available on site.

Staging and Storage

The Contractor may be provided a staging area within the building, contingent upon GSA approval and provided that its use will not interfere with operations of the Government. No GSA employees will assist with unloading/loading of vehicles(s). The contractor shall provide all personnel and equipment needed for unloading, moving, and assembling the materials.

2.1.6. Dumpster

No space is available for the dumpster on site. Material is expected to be hauled off at the end of each work shift. Use of existing building dumpsters and trash bins is strictly prohibited.

2.1.7. Restrooms

Public toilet facilities are available for use. Restroom must be designated by the GSA Building

Manager.

2.1.8. Freight Elevator

A freight elevator is not available for use at the project site.

2.1.9. Existing Conditions

All Government property or systems displaced, altered, or damaged during the performance of this contract other than stated in this Scope of Work must be restored to its original condition at no cost to the Government. These repairs, if needed, must be executed immediately when notified by the contracting authority that such repairs are required due to actions by the contractor or his/her subcontractors.

2.1.10. Electrical Circuits Updates

All modified electrical circuits will require “updating” the circuit-panel index. All new circuits added will require updating the panel schedule, and all new outlets will require identification indicating electrical room, panel and breaker identification. All junction boxes will be labeled with panel and breaker numbers.

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2.2. STANDARDS AND CRITERIA DOCUMENTS

All design work and related submissions must comply with the latest edition of the documents listed below. Any conflicts or ambiguities within or among the referenced Standards and Criteria

Documents, or any deviations from requirements contained in the Standards and Criteria Documents, must be reported to the GSA in writing, for determination as to applicability.

2.2.1. GSA Requirements

● PBS P100, Facilities Standards for the Public Buildings Service, including all applicable

Standards, Criteria and Guides listed therein, 2018

● PBS P100 Addendum, 2019

● PBS P120, Public Buildings Service Cost and Schedule Management Policy Requirements

● Architectural Barriers Act Accessibility Standard (ABAAS)

● PBS Order 3490.2, “Document Security for Sensitive but Unclassified Building Information.”

● PBS CAD Standards

● PBS Building Commissioning Guide

● Guidance for Electric Metering in Federal Buildings

● IAQ Guidelines for Occupied Buildings under Construction

● Occupational Safety and Health regulations for construction and general industry; 29 CFR Parts

1926 and 1910

● Section 01546 – Safety and Health Specification

● International Building Code (IBC)

● International Fire Code (IFC)

● National Fire Protection Association (NFPA) National Fire Codes and Standards

● Egress issues shall meet NFPA 101 (Life Safety Code)

● OFM COBie Playbook

● GSA Spec 013600 - COBie performance

● ANSI NETA Standards

● National Historic Preservation Act of 1966, as amended, and its implementing regulations (36

CFR 800)

● Secretary of the Interior’s Standards for the Treatment of Historic Properties (36 CFR 68)

● ADM 1022.3: GSA Procedures for Historic Properties

● GSA NCR Preservation Notebook Series and the National Park Service Preservation Briefs and

Tech Notes [Found in the GSA NCR Technical Resources Library]

● GSA Strategic Sustainability Performance Plan

● The Guiding Principles for Sustainable Federal Buildings New Construction and Major

Renovations -OR- Existing Buildings (whichever applies)

● GSA Fine Art Collection Policies & Procedures

● GSA PBS 1000.1 Asbestos Policy

● 40 CFR 61 National Emission Standards for Hazardous Air Pollutants

● 40 CFR 763 Asbestos

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● 49 CFR 107 Hazardous Materials Program Procedures

● 49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials

Communications, Emergency Response Information, and Training Requirements

● Section 02085 - Asbestos Abatement Procedures

● Section 02087 - Avian Excreta

● Section 02089 - Control of Polychlorinated Biphenyl Specification

● Section 02090 - Control of Lead Based Paint Specification

2.2.2. Customer Requirements

● ICD 705, v 1.4 - Technical Specifications for Construction and Management of Sensitive

Compartmented Information Facilities

2.2.3. Stakeholder Requirements

● As attached indicated guideline implies.

2.2.4. Structural Systems

Do not cut structural beams or major structural elements without the written review and approval of a

Licensed Structural Engineer and the General Services Administration. Prior to cutting and/or drilling through any structural member, the D/B Contractor shall conduct ground penetrating radar or similar type of investigative measure to prevent cutting concealed material. Submit structural calculations sealed by a licensed Structural Engineer to the Contracting Officer and COR concurrently for approval.

Do not cut and patch structural elements in a manner that would change their load-carrying capacity or load-deflection ratio.

2.2.5. Operational Systems

Do not cut and patch operating elements, safety related systems, or related components in a manner that would result in reducing their capacity to perform as intended, or that would result in increased maintenance or decreased operational life or safety.

2.2.6. Visual / Finishes

Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in GSA's opinion, reduce the building's aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction that is cut and patched in a visually unsatisfactorily manner.

Patched areas shall be neatly trimmed prior to patching. Feather all patches to provide a complete and finished surface. Paint all exposed work provided under the contract including all patched areas, exposed areas uncovered during demolition, to provide a complete and finished project. Paint patched areas plus surrounding areas to the nearest break in wall surface, or other building line to provide a neat and finished appearance. All paint shall match adjacent painted surfaces. Protect all surrounding areas including fixtures, furniture, floors and accessories from paint splatter and droppings. Clean-up and restore all areas splashed with paint.

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Any work related to removing equipment, brackets, supports, etc. that leaves holes or damaged surfaces on the floor, walls, and ceilings, the work shall be patched with the same adjacent material and finish.

2.3. NATIONAL HISTORIC PRESERVATION ACT (NHPA) REQUIREMENTS

This building is listed in the National Register of Historic Places. Design and construction document development shall be coordinated with the GSA Regional Historic Preservation Office (RHPO). The

RHPO will provide guidance on preservation zones and appropriate treatments. The resulting proposed design / preferred alternative will be the basis for the Section 106 consultation with the DC

State Historic Preservation Office (SHPO) if required.

● Recommendations should be in compliance with the Secretary of the Interior's Standards and

Guidelines for the Treatment of Historic Buildings.

● All recommendations shall be reviewed by the GSA Regional Historic Preservation Officer

(RHPO). The RHPO must review all submissions in their entirety for impact on restoration, rehabilitation and renovation zones as defined in the Historic Structures Report.

2.4. U.S. COMMISSION OF FINE ARTS REVIEW REQUIREMENTS

NA

2.5. NATIONAL ENVIRONMENTAL POLICY ACT (NEPA) REQUIREMENTS

NEPA analysis will need to be completed. GSA will review each design submission to inform

National Environmental Policy Act (NEPA) Compliance. All National Historic Preservation Act

(NHPA) compliance actions, if necessary, must be completed before NEPA analysis is finalized.

Project implementation will not begin until GSA completes NEPA compliance actions.

2.6. FINE ARTS REQUIREMENTS

It is not anticipated that Fine Arts will be disturbed during work activities.

2.7. ACCESSIBILITY REQUIREMENTS

Architectural Barriers Act Accessibility Standard (ABAAS) is mandatory for all GSA projects. If local accessibility standards exist, the Contractor must follow the most stringent requirements between the local standards and ABAAS.

The building ABAAS accessibility shall be maintained at all times.

2.8. SAFETY REQUIREMENTS

All contractor(s) shall comply with the safety guidelines and requirements contained in NCR’s

Section 01546 – Safety and Health specification.

2.9. FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS

GSA’s Fire Protection Engineers are the authority having jurisdiction (AHJ) for all GSA owned facilities.

2.9.1. Egress/Life Safety

● The means of egress shall be maintained at all times.

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● Egress issues shall meet NFPA 101 (Life Safety Code).

● Provide code analysis using the latest requirements of GSA PBS P-100, International Building

Code, NFPA codes and standards, and any other applicable requirements. Code analysis shall include at a minimum applicable construction codes and standards, use and occupancy identification, construction type, height and area requirements, fire resistant rated construction requirements, vertical opening separation requirements, interior finishes, and egress requirements.

The technical egress requirements of NFPA 101 must be used in lieu of the International Building

Code.

● Provide occupant load and egress capacity calculations

● Provide illuminated exit marking signage and emergency lighting

● Demonstrate compliance with IBC requirements for fire resistant rated partitions, walls, and interior finishes

● Demonstrate compliance with NFPA locking and exit door hardware requirements.

2.9.2. Fire Protection Systems

● Modify existing sprinkler systems in accordance with the latest requirements of GSA PBS P-100, and NFPA 13, Standard for the Installation of Sprinkler Systems.

● 2.12.2 Fire Protection Systems: The GSA regional fire protection engineer is the authority having jurisdiction (AHJ) for fire protection and sprinkler system technical requirements including all code interpretations and code enforcement requirements.

● The final sprinkler system design must be approved by the GSA regional fire protection engineer.

● Design of sprinkler modifications shall be performed by a minimum NICET Level III or IV

Water Based Systems Layout technician, or a registered Fire Protection Engineer.

● Sprinkler design shall utilize the density/area method of NFPA 13. Sprinkler systems shall be designed using a minimum design area of 1,500 sq. ft. Area reduction method is not permitted.

● Sprinkler system design shall be hydraulically calculated. Waterflow test data used as the basis for hydraulic calculations shall have been taken within the previous twelve month period. If recent data is unavailable, a hydrant or fire pump flow test shall be performed. The static and residual pressures determined by flow testing shall be reduced by 10% to allow for seasonal variations in the water supply. Water velocities in sprinkler piping shall not exceed 20 ft/s (6.1 m/s).

● Location of Sprinkler Heads: The spacing of sprinkler heads shall not exceed that permitted by

NFPA 13 for the given hazard occupancy unless otherwise accepted by the regional GSA fire protection engineer.

● Sprinklers shall be in conformance with NFPA 13. Release elements shall be suitable for specific application and shall match existing. Provide quick response heads in all light hazard offices and all other occupancies in which their use is listed or approved. Heads located within the air streams of unit heaters or other heat emitting equipment or skylights shall be selected for proper temperature rating. The use of extended coverage sprinklers is prohibited unless specifically approved by the regional GSA fire protection engineer.

● Steel piping with wall thickness less than Schedule 30 shall not be threaded. Plastic piping shall not be permitted. Minimum pipe schedule shall be Schedule 10. Pipe 2.5” and smaller must be

Schedule 40. Plain end fittings are not permitted. The use of flexible sprinkler piping shall be specifically approved by the GSA regional fire protection engineer.

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● Provide detailed shop drawings, in accordance with NFPA 13, "Working Plans”. Drawings shall be on uniform size sheets no smaller than 760 mm by 1070 mm, to the Contracting Officer for review and approval. Information shall include but not be limited to the following:

○ Layout indicating details, plan view, elevations and sections of the system piping.

Indicate the location of sprinkler heads and piping in relation to the ceiling layout, showing pipe lengths and sizes.

○ Detailed riser diagram showing schematic of systems supply, supply connection, devices, valves, pipe and fittings.

○ Hydraulic calculations

○ Annotated manufacturer’s data sheets showing the specific model, type and size of each item.

○ The signature and seal of a registered Professional Fire Protection Engineer, registered

Professional Engineer with a minimum of two years fire protection design experience, or a NICET Level III or IV Technician.

● Perform hydrostatic testing of sprinkler piping in accordance with the requirements of NFPA 13.

● Final Inspection and Testing: Advise the Contracting Officer when hydrostatic and alarm tests have been completed and all necessary corrections made, so as to permit final inspection and testing. Submit requests for testing at least 15 calendar days prior to test date.

○ The final test shall be witnessed by a representative of the Regional GSA Safety and

Environment Branch. The Contractor and an authorized representative from each supplier of equipment shall be in attendance at the final test.

○ Final testing shall include, but is not limited to, testing of all waterflow and tamper switches.

○ Provide all equipment, services and labor to properly perform all required tests. The

Regional GSA Safety and Environment Branch shall supervise all testing.

● Provide as-built drawings and O&M manuals to the contracting officer’s technical representative upon completion of the project. These drawings shall indicate changes from the original layout, marked in red.

2.9.3. Fire Alarm Systems

● Provide UL-listed fire alarm control equipment as needed to support fire alarm system installation.

● The GSA regional fire protection engineer is the authority having jurisdiction (AHJ) for fire alarm system technical requirements including all code interpretations and code enforcement requirements. The final fire alarm system design must be approved by the GSA regional fire protection engineer.

● Provide fire alarm initiating devices as needed in accordance with the requirements of GSA PBS

P-100, International Building Code, and NFPA 72. Initiating devices to include but not be limited to manual pull stations, smoke detectors, duct smoke detectors, heat detectors, waterflow and tamper monitoring, and addressable control relays/modules. When modifying an existing fire

October 12, 2020 14 of 42 alarm system all initiating devices shall be compatible with the existing make and model of the control equipment.

● Provide fire alarm notification devices as needed in accordance with the requirements of GSA

PBS P-100, International Building Code, and NFPA 72. Notification appliances to include but not be limited to strobes, speakers, horns, or combination devices. When modifying an existing fire alarm system all initiating devices shall be compatible with the existing make and model of the control equipment.

● Fire alarm design shall be by a minimum NICET Level III or IV Fire Alarm Technician or a

Registered Fire Protection Engineer. Installation shall be accomplished by an electrical contractor with a minimum of five years experience in the installation of fire alarm systems.

● Install all conductors in rigid metal conduit or electrical metallic tubing, with a minimum diameter of 19 mm (3/4”). Run conduit or tubing concealed unless specifically shown otherwise on the drawings. All wiring for the fire alarm system must be installed in separate conduit.

● All circuits and pathways shall match existing in class. Conductors must match existing in gauge, type and color coding. All conductors which are terminated, spliced, or otherwise interrupted in any enclosure, cabinet, mounting or junction box shall be connected to terminal blocks. Use of wire nuts is prohibited.

● Provide detailed shop drawings, in accordance with NFPA 72 documentation and shop drawing requirements. Drawings shall be on uniform size sheets no smaller than 760 mm by 1070 mm, and shall be submitted to the contracting officer’s technical for review and approval by the GSA regional fire protection engineer. Information shall include but not be limited to the following:

○ A complete description of the system operation.

○ A complete list of device addresses and corresponding messages.

○ Point to point wiring diagrams showing the points of connection and terminals used for all electrical field connections in the system, including all interconnections between the equipment or systems which are supervised or controlled by the system.

○ Annotated manufacturer’s data sheets showing the specific model, type and size of each item.

○ Notification appliance circuit calculations including voltage drop, circuit capacity, amplifier capacity, and power supply capacity.

○ Battery calculations for both the alarm and supervisory power requirements. Ampere-

¬hour requirements for each system component shall be submitted with the calculations.

○ Provide a color code schedule for the wiring and floor plans showing the location of all devices and equipment.

○ The signature and seal of a registered Professional Fire Protection Engineer, registered

Professional Engineer with a minimum of two years fire protection design experience, or a NICET Level III or IV Technician.

● Perform preliminary tests to ensure that all devices and circuits are functioning properly. After preliminary testing is complete, provide a letter certifying that the installation is complete and fully operable.

● Perform final acceptance testing in accordance with the requirements of NFPA in the presence of the GSA regional fire protection engineer or third-party fire protection engineer.

● Provide as-built drawings and O&M manuals to the contracting officer’s technical representative upon completion of the project. These drawings shall indicate changes from the original layout, marked in red.

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2.9.4. Fire and Life Safety System Testing and Acceptance

● The Contractor shall provide a Fire Protection Engineering firm, other than the Design Team Fire

Protection Engineer, acceptable to the GSA Fire Protection Engineering Section, to witness system acceptance testing and inspections.

○ The contracting firm shall be a firm whose prime enterprise is in the field of fire protection engineering. The contracting firm should have a fully operational and fully staffed office within a 50 mile radius of Washington, DC. The contracting firm must provide a program manager who possesses a BS or MS in Fire Protection Engineering, and meets the experience requirements for fire protection engineers listed below.

Complete documentation to support fire alarm systems testing experiences must be resubmitted as a part of the submittal package.

○ Qualified fire protection engineers shall witness acceptance testing. The contractor must employ a full-time team of at least two qualified fire protection engineers, available for the Testing required by this contract. The engineers shall possess a BS or MS in Fire

Protection Engineering with at least four consecutive years of experience, in fire protection engineering work, within the past six (6) years. Proposed personnel shall demonstrate that they have been involved in alarm systems testing similar in complexity relevant to the scope.

○ The proposed personnel shall demonstrate that they have acted in charge of fire protection engineering designs involving all aspects of fire protection. This includes design of wet and dry sprinkler systems, and wet chemical extinguishing systems. The qualifications of individuals shall also include design of multiplex/addressable building fire alarm and emergency voice communication systems.

○ The FPEs shall have experience in submittal review, construction inspection, acceptance testing and commissioning systems.

○ The FPEs shall demonstrate a thorough working knowledge and formal training in fire protection codes and standards, especially the latest edition of NFPA 101, NFPA 13, NFPA 72, NFPA 90A and the International Building Code.

● Testing and inspections for the fire alarm shall include the following minimum criteria:

○ Testing and commissioning in accordance with NFPA 72

○ All new equipment shall be 100% fully tested

○ Confidence (re-acceptance) testing to include 10% of the building field devices

○ Test each fire alarm initiating and indicating device and circuit for proper operation and response

○ Test the system for all specified functions in accordance with the contract specifications, and the approved sprinkler and fire alarm submittals

○ Determine that the system is operable under trouble conditions

○ Test the adequacy of the notification appliances (visible and audible characteristics)

○ Program changes to the building fire alarm control panel will require re-acceptance testing within 24 hours of the change

○ As applicable, perform a battery test for all new control panels and extender panels

● Testing and inspections for the fire protection system shall include the following minimum criteria:

○ Verify compliance with NFPA 13

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○ Visual inspection of the sprinkler system adequacy, coverage, piping, sprinkler locations and types.

● Inspections for fire compartment integrity shall include the following minimum criteria:

○ Visually inspect fire rated partition/wall and floor assemblies, fire door and fire/smoke damper operation.

● Inspections for life safety and egress shall include the following minimum criteria:

○ Verify compliance with the NFPA 101 egress requirements

○ Visually inspect emergency lighting, exit signage, and egress arrangement (pathways, exits, special locking, etc)

● Contractor shall provide a written Discrepancies and Omissions (D&O) list within 48 hours of completion of each test or inspection. D&O list shall describe conditions which do not comply with the above criteria with recommended corrective action. Note that the task includes follow up inspections and testing necessary to verify corrections of items. If no items are necessary for correction, the D&O list shall indicate all items have been corrected and the space is acceptable for issuance of an occupancy certificate.

● Fire and Life Safety System Testing and Acceptance

● The Authority Having Jurisdiction (AHJ) is the GSA regional fire protection engineer.

● Provide a Fire Protection Engineering firm acceptable to the AHJ, to witness system acceptance testing and inspections.

● Submission of Employee’s Resumes: The contractor shall submit to the COR the resumes including certifications, proof of training, etc. of all personnel with their proposal, however, after contract award this data for new hires shall be submitted no later than 7 days prior to such personnel beginning to perform work on this contract work. The COR may deny permission for any proposed personnel to work on this contract, if qualifications indicate a material degradation from the skill levels indicated in the contractor’s proposal for the contract, or if skills or reliability concerns are such that the COR believes the protection of the building equipment, systems, security, occupants, etc. may be jeopardized.

● 3.2.4. Design Reviews, add the following: The GSA regional fire protection engineer is the authority having jurisdiction (AHJ) for fire safety technical requirements including all fire protection and life safety code interpretations and code enforcement requirements. Regional. The final design must be approved by the GSA regional fire protection engineer.

● 2.9.4. Fire and Life Safety System Testing and Acceptance

● Testing and inspections for the kitchen duct and fire suppression system shall include the following minimum criteria:

● Verify compliance with NFPA 96

● Testing and commissioning in accordance with NFPA 17A.

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2.10. ENVIRONMENTAL REQUIREMENTS

Contractor shall not allow the venting of coolants to the atmosphere in compliance with section 608 of the Clean Air Act (40 CFR Part 82)

2.11. HAZARDOUS MATERIAL REQUIREMENTS

All work, including contact with and handling of hazardous materials, the disturbance or dismantling of structures containing hazardous materials, and/or the transport and disposal of hazardous materials shall comply with the applicable requirements of 29 CFR 1910/1926, and 40 CFR 761/260-271

2.11.1. General

All work areas should be inspected and tested as part of the Existing Conditions Survey. If material suspected to be ACMs or LBPs are encountered, the material shall be sampled for bulk asbestos and/or lead paint chips. Include asbestos and lead paint removal or abatement as required by GSA on drawings and in specifications.

Indicate the following statement on drawing, Cover Sheet:

“NO HAZMAT: IT IS NOT ANTICIPATED THAT ASBESTOS-CONTAINING MATERIALS

(ACM) OR LEAD-BASED PAINT (LBP) WILL BE ENCOUNTERED DURING WORK

ACTIVITIES. HOWEVER, WORK AREA SHOULD BE INSPECTED PRIOR TO STARTING

WORK AND IF MATERIALS SUSPECTED TO BE ACMS OR LBPS ARE PRESENT, BULK

ASBESTOS AND/OR LEAD PAINT CHIP SAMPLING SHALL BE COLLECTED AND TESTED.

IF WORKERS ENCOUNTER SUSPECT MATERIALS DURING WORK, ALL WORK

ACTIVITIES IN THAT AREA SHALL CEASE IMMEDIATELY AND BULK ASBESTOS

AND/OR LEAD PAINT CHIP SAMPLING SHALL BE CONDUCTED. IF THE MATERIALS

SAMPLED ARE DETERMINED NECESSARY FOR REMOVAL, THEN THE CONTRACTOR

SHALL ADHERE TO THE REQUIREMENTS OF SPECIFICATION SECTIONS 02085 FOR

ASBESTOS REMOVAL AND 02090 FOR REMOVAL AND DISPOSAL OF LEAD-BASED

PAINT.”

2.11.2. Asbestos Containing Material

It is not anticipated that Asbestos Containing Material will be encountered during work activities.

All thermal systems insulation (i.e., boiler insulation, duct insulation, pipe insulation), surfacing materials (i.e., plaster and sprayed-on fireproofing) and miscellaneous materials (i.e., asphalt flooring, ceiling tiles, adhesives and mastics, drywall, roofing, gaskets and cement board), installed no later than 1980, must be considered asbestos containing unless proven otherwise in accordance with 29

CFR 1926.1101.

Work involving the disturbance, dismantling or demolition of asbestos containing materials or structures containing asbestos; and/or the removal and disposal of asbestos, shall also comply with the requirements of 40 CFR Part 61, Subparts A and M, and 29 CFR 1915.1001 (where applicable), as well as GSA Specification 02085 (Asbestos Abatement Procedures).

2.11.3. Lead Based Paint

It is not anticipated that Lead-Based Paint (LBP) will be encountered during work activities.

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All finished/painted surfaces of buildings constructed prior to 1978 shall be considered finished with lead based paint unless proven otherwise. Work involving the disturbance, dismantling or demolition of lead based paint shall comply with 29 CFR 1926.62, as well as GSA Specification 02090 (Lead

Based Paint Abatement Procedures). It shall be the responsibility of the Contractor to adequately test and characterize the waste by the toxicity characteristic leaching procedures (TCLP) – Lead.

2.11.4. Polychlorinated Biphenyl

It is not anticipated that Polychlorinated Biphenyl (PCB) will be encountered during work activities.

2.11.5. Radon

It is not anticipated that Radon gases will be encountered during work activities.

The contractor shall test for radon after any project which may potentially affect radon building levels.

2.11.6. Mercury

It is not anticipated that mercury will be encountered during work activities.

The contractor shall perform a comprehensive assessment to include a count and location of mercury-containing devices such as switches, thermostats, and gauges.

2.11.7. Universal / Hazardous Waste

It is not anticipated that universal / hazardous waste will be encountered during work activities.

The contractor shall perform a comprehensive assessment to include the count and location of observed universal waste (fluorescent lamps, batteries, etc.) and/or hazardous waste on the site.

2.11.8. Exit Signs Requiring Special Disposal

It is not anticipated that exit signs requiring special disposal will be encountered during work activities.

The contractor shall perform a comprehensive assessment to include the number of exit signs that may require special disposal.

2.11.9. Presence of Hazardous Materials

If any of the pre-alteration assessments determines that a hazardous material is present, the Contractor shall follow the requirements above.

2.11.10. Hazardous Materials Cost Tracking

The D/B Contractor shall propose and invoice costs for all effort related to asbestos separately from costs for all effort related to Lead and PCBs, both of which shall be separate from all other costs for

GSA’s accounting purposes.

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2.12. SUSTAINABILITY REQUIREMENTS

The D/B Contractor’s Designer of Record shall be required to meet GSA Sustainability requirements as described in the P100 and to meet Green Purchasing mandated requirements. The D/B Contractor’s

A/E will confirm the requirements with the GSA project manager and incorporate them into their

Design deliverables including, but not limited to: Drawings, Specifications, and General Contractor

Scope of Work.

2.12.1. Green Purchasing

All products and services purchased by GSA must meet strict sustainability requirements including, but not limited to, non-toxic, low VOC, recycled content, energy efficient, and water conserving.

Where products that are labelled FEMP-approved, Design Lights Consortium® (DLC) Premium

Certification (or Standard DLC rating if Premium is not available), Energy Star, EPA Safer Choice, or Water Sense exist and are applicable for this project, they must be used.

2.12.2. Key Sustainable Products

The use of GSA’s Key Sustainable Product (KSP) standards is mandatory for all contracts and task orders. If any of the five materials listed below are purchased as part of this project, they must comply with their respective sustainability standards. The D/B Contractor shall specify the brand name and product that shall be used to meet each applicable KSP standard below. The D/B

Contractor shall provide the required data submittals to the Contracting Officer (CO) or their designee prior to the start of construction. The COR shall verify that the products submitted are compliant with these KSPs. The D/B Contractor shall use standards listed in the Green Procurement

Compilation (https://sftool.gov/greenprocurement) for products not listed below:

● Concrete (ready-mix and site-mix) Standard: ≥ 25% fly ash OR ≥ 15% ground granulated blast-furnace (GGBF) slag.

● Interior Latex Paint Standard: ≤ 50 grams per liter (g/L) VOCs post-tint (i.e. SCAQMD Rule

1113 standard).

● Acoustical Ceiling Tile Standard: Meets the California Section 01350 standard for low-VOC materials; AND total recycled content ≥ 20%; AND recyclable in a closed loop process; AND

USDA Certified BioPreferred; AND Environmental Product Declaration (EPD) available.

● Nylon Carpet Standard: NSF 140 Platinum certification or Cradle-to-Cradle Bronze

● Gypsum Board Standard: Greenguard Gold certification OR 0 g/L VOCs

In addition to the above listed key sustainable products, all other interior finishes must meet, at a minimum, the baseline environmental requirements specified in the GSA P100 facilities standards, Chapter 3, Architecture and Interior Design. Contractor shall submit product data for each finish material used, demonstrating compliance with the appropriate environmental requirements.

Sustainability requirements for specific interior finishes and construction materials may also be found at https://sftool.gov/.

2.12.3. Proof of Compliance

The D/B Contractor must, at all times during the performance of this contract, maintain a cut sheet or other documentation of compliance with product purchasing activities as stated within this specification. The D/B Contractor shall provide copies of such documentation to the Contracting

Officer or their designee as required or upon request.

2.12.4. Construction and Demolition Debris

https://sftool.gov/greenprocurement https://sftool.gov/

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GSA's minimum requirement is to divert 50% of C&D waste from landfills/incinerators, with a higher reach goal of 70% diversion. The design specifications completed by the A/E must be consistent with these goals. The D/B Contractor must include the Construction Waste Management and Disposal template specification in the design. The D/B Contractor must also include the C&D

Waste Management Report form as an attachment to the specification. Templates for both of these documents are attached to this document.

Waste reports and associated documentation must be submitted with each invoice.

2.12.5. Refrigerants

The D/B Contractor shall identify the type(s)/amount(s) of refrigerant(s) to be recovered as part of the project and their viability for reuse as recovered or after reclamation. GSA will determine and inform the D/B Contractor of the disposition plan (reuse by GSA, reuse by the DOD, sale to a certified technician or reclaimer or disposal per RCRA regulations). The D/B Contractor shall develop the contract documents accordingly.

2.13. ENERGY AND WATER EFFICIENCY REQUIREMENTS

The D/B Contractor will install energy/water efficient, GSA Proving Ground proven technologies, Energy Star rated, FEMP rated, WaterSense certified equipment.

2.13.1. Life Cycle Cost Analysis

2.13.2. Lighting Fixtures

Lighting fixtures should be approved by the DesignLights Consortium® (DLC) with a DLC Premium

Certification, followed by a Standard DLC rating if Premium is not available—as the first priority— and Energy Star certified if DLC is not available. Lighting-inclusive projects should use efficient light-emitting diode (LED) fixtures and automatic lighting controls (i.e. either occupancy or vacancy sensors—the preference is for vacancy sensors) that are linked to the Building Automation System, if present. When retrofitting an existing lighting fixture with new LED bulbs or tubular LEDs, Section

6.3.2.2 of the P100 must be followed.

Interior lighting color temperature is recommended to be 3500 K and not to exceed 4000 K. Indoor lighting should be on motion detection controls and daylight controls if within 10 feet of a window or skylight.

● BUILDING AUTOMATION SYSTEM & CONTROLS

The property does have a Building Automation System.

All new equipment is required to tie in with the existing Building Automation System and controllers.

This includes interface compatibility, required programming, and commissioning to ensure performance meets required performance objectives. The Contractor is responsible for integration of new with existing systems.

2.14. BUILDING TECHNOLOGY SERVICES

The A/E Contractor shall comply with the following requirements for cyber security, Information

Technology and Smart Buildings.

https://www.gsa.gov/governmentwide-initiatives/sustainability/emerging-building-technologies/gpgproven-technologies-with-gsa-deployment-potential

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● GSA IT Building Technology Technical Reference Guide (BTTRG)

● 140416 Telecommunications Distribution Design Guide

● Smart Building Implementation Guide requirements

● Security and Privacy Controls for Federal Information Systems and Organizations, NIST 800-53

Rev 4

● Guide to Industrial Control Systems (ICS) Security, NIST 800-82 rev 2

● Building Monitoring & Control (BMC) Device Security Assessment Process

● GSA order 2100.1J GSA Information Technology (IT) Security Policy

● IT Security Procedural Guide: Key Management CIO-IT Security-09- 43 rev3

● 2100.2B CIO P GSA Wireless Local Area Network (LAN) Security guide.

● GSA IT Security Procedural Guide: SSL TLS Implementation Guide - CIO-IT Security 14-69

The Contractor shall coordinate the design and construction drawings to ensure all digital control systems and software meet the GSA-specific requirements. This will require the Contractor to schedule multiple reviews with GSA’s Building Technology Services Division.

2.15. MANUFACTURER REQUIREMENTS

The Contractor shall follow all manufacturers’ instructions and best accepted trade practices during performance of this work.

2.16. BUILDING INFORMATION MODELING (BIM)

Not applicable.

2.17. ENERGY MODELING AND PERFORMANCE

Not applicable.

2.18. COBie

The Contractor shall submit a COBie-compliant facility management data set for all equipment within this SOW.

The Contractor shall verify that the room numbering list complies with the COBie requirements set forth in the GC’s contract documents and matches the data structure of the computerized maintenance management system (CMMS).

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3. DESIGN STAGE

This section details the professional services required during the design stage of the project.

The D/B Contractor’s Architect/Engineer shall develop a design based on the objectives and requirements as stated in this scope of work only.

The design shall comply with all applicable codes as identified in PBS P100 - Section 1.4 and the Standards and Criteria Documents.

3.1. PRE-DESIGN PHASE

3.1.1. Existing Conditions Survey

● The D/B Contractor must thoroughly research the project requirements.

● Meet with the GSA Project Manager to review the expectations of the project scope of work.

● Meet with the Facilities Management personnel to gain information about the building and systems operation.

● Conduct an investigation including an on-site survey. The on-site survey must include, but not be limited to, examining the existing conditions and taking necessary measurements. Review all available drawings (GSA supplied drawings are for information only). The A/E assumes the responsibility to verify all drawings and existing site conditions.

● Concealed conditions are those which would require selective demolition to investigate.

Conditions above acoustic ceiling tile and/or under tile carpet are not considered concealed conditions. These should be investigated during the Existing Conditions Survey.

● The D/B Contractor must not contact customer agency representatives directly without prior approval from the GSA Project Manager. All contact with the customer agency must be coordinated through the GSA Project Manager.

● Perform Pre Alteration Assessments for ACM, LBP, and PCB as required and provide reports.

3.2. DESIGN PHASE

3.2.1. Dimensions

The building was designed and constructed using imperial units.

All dimensions shall be in imperial units with no metric equivalent.

3.2.2. Design Submissions

Design submission expectations are as follows:

Final Concept Design…