SOW_SpecsIntact.pdf

802D Civil Engineer Squadron

Engineering Flight

Joint Base San Antonio

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Repair Multi-Svc Troop Facility, B2263 JBSF180069

FA301626R0018

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 03/26 SUMMARY OF WORK

01 14 00 01/26 JBSA WORK RESTRICTIONS

01 30 00 02/26 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 30 01/26 PROJECT SCHEDULE

01 32 33.00 01/26 JBSA SPECIAL PROCEDURES FOR HISTORIC

TREATMENT

01 33 00 01/26 SUBMITTAL PROCEDURES

01 33 16.00 30 03/26 DESIGN DATA (DESIGN AFTER AWARD)

01 33 29 01/26 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 13.10 00 01/26 SPECIAL PROJECT PROCEDURES-SURVEYING

01 35 13.20 00 01/26 SPECIAL PROJECT PROCEDURES-CAD

01 35 13.30 00 01/26 SPECIAL PROJECT PROCEDURES-GIS

01 35 26 03/26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 01/26 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 01/26 QUALITY CONTROL

01 50 00 03/26 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 01/26 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 01/26 PROJECT IDENTIFICATION

01 74 19 01/26 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 03/26 CLOSEOUT SUBMITTALS

01 78 23 01/26 OPERATION AND MAINTENANCE DATA

01 78 24.00 30 01/26 FACILITY DATA REQUIREMENTS

01 91 00.15 01/26 BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 01/26 DEMOLITION AND DECONSTRUCTION

02 42 91 01/26 REMOVAL AND SALVAGE OF HISTORIC

CONSTRUCTION MATERIALS

02 81 00 01/26 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 01/26 ASBESTOS REMEDIATION

02 83 00 01/26 LEAD REMEDIATION

02 85 00 01/26 MOLD REMEDIATION

-- End of Project Table of Contents --

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

03/26

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.3.1 Scope Review Meeting

1.3.2 Remove

1.3.3 Provide

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

1.4.1.1 General Guidelines

1.4.1.1.1 Safety

1.4.1.1.2 Privatized Utilities

1.4.1.1.3 Environmental

1.4.1.1.3.1 Site Stabilization

1.4.1.1.4 Contractor Jobsite Trailers

1.4.1.1.5 Environmental Controls

1.4.1.2 Design Guidelines

1.4.1.2.1 General

1.4.1.2.1.1 Antiterrorism/Force Protection (AT/FP)

1.4.1.2.1.2 Privatized Utilities

1.4.1.2.2 Hazardous Materials

1.4.1.2.3 Survey/Mapping

1.4.1.2.4 Geotechnical

1.4.1.2.5 Civil

1.4.1.2.6 Structural

1.4.1.2.7 Architectural

1.4.1.2.8 Interiors

1.4.1.2.9 Fire Protection

1.4.1.2.10 Plumbing

1.4.1.2.11 Mechanical

1.4.1.2.12 Electrical

1.4.1.2.13 Telecommunications

1.4.1.2.13.1 Security Systems

1.4.1.2.13.2 PA System

1.4.1.2.14 Other

1.4.1.3 Demolition

1.4.1.3.1 Hazardous Materials

1.4.1.3.2 Civil

1.4.1.3.3 Architectural

1.4.1.3.4 Fire Protection

1.4.1.3.5 Plumbing

1.4.1.3.6 Mechanical

1.4.1.3.7 Electrical

1.4.1.3.8 Telecommunications

1.4.1.4 New Work

SECTION 01 11 00 Page 1

1.4.1.4.1 Survey/Mapping

1.4.1.4.2 Civil

1.4.1.4.3 Structural

1.4.1.4.4 Architectural

1.4.1.4.5 Interiors

1.4.1.4.6 Fire Protection

1.4.1.4.7 Plumbing

1.4.1.4.8 Mechanical

1.4.1.4.9 Electrical

1.4.1.4.10 Telecommunications

1.4.1.4.10.1 Security Systems

1.4.1.4.11 Other

1.4.2 Location

1.5 EXISTING WORK

1.6 LOCATION OF UNDERGROUND UTILITIES

1.6.1 Notification Prior to Excavation

1.7 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PERFORMANCE PERIOD

ATTACHMENTS:

ATT-1 - DoD Instruction 5200.02

ATT-2 - Army Regulation 190-13

ATT-3 - Army Regulation 190-51

ATT-4 - Army Regulation 380-5

ATT-5 - SIPR Network Technical Implementation Criteria

ATT-6 - MEDCOM Conceptual Space Layout

ATT-7 - MEDCOM Requirements

ATT-8 - Inventory List

ATT-9 - DoD Manual 5200.01 Volume 3

ATT-10 - Utility Map

ATT-11 - Generator Authorization Request

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

SUMMARY OF WORK

03/26

PART 1 GENERAL

1.1 REFERENCES

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 38-22 (2022) Standard Guideline for Investigating and Documenting Existing Utilities

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 62.1 (2022) Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1 - IP (2019) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE FUN IP (2025) Fundamentals Handbook, I-P Edition

ASHRAE GUIDELINE 36 (2024) High-Performance Sequences of Operation for HVAC Systems

AIR FORCE CORPORATE FACILITIES STANDARDS (AFCFS)

IFS-FSH Installation Facility Standards - JBSA Sam Houston

CPS ENERGY (CPSE)

CPSE/ESS (2021) Electrical Service Standards

CPSE/GSS (2021) Gas Service Standards

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2024) International Building Code

ICC IEBC (2024) International Existing Building Code

ICC IECC (2024) International Energy Conservation Code

ICC IgCC (2024) International Green Construction Code

ICC IMC (2024) International Mechanical Code

ICC IPC (2024) International Plumbing Code

SECTION 01 11 00 Page 3

NATIONAL COUNTERINTELLIGENCE AND SECURITY CENTER (NCSC)

IC Tech Spec (2021) Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2026) Standard for Portable Fire Extinguishers

NFPA 13 (2025; TIA 25-5) Standard for Installation of Sprinkler Systems

NFPA 70 (2026; TIA 26-1; ERTA 26-1; TIA 26-2; TIA

26-3; TIA 26-4; TIA 26-5; TIA 26-6; TIA

26-7; ERTA 26-2; ERTA 26-3) National Electrical Code

NFPA 101 (2024) Life Safety Code

NFPA 110 (2025) Standard for Emergency and Standby Power Systems

NFPA 241 (2022; ERTA 22-1) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 291 (2025) Recommended Practice for Fire Flow Testing and Marking of Hydrants

U.S. AIR FORCE (USAF)

AFMAN 32-7002 (2020) Environmental Compliance and Pollution Prevention

U.S. ARMY (DA)

AR 190-13 (2019) The Army Physical Security Program

AR 190-51 (2019) Security of Unclassified Army Resources (Sensitive and Nonsensitive)

AR 380-5 (2019) Army Information Security Program

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

ERDC/ITL SR-23-1 (2023) A/E/C Graphics Standard, Release 2.2

ERDC/ITL SR-24-3 (2024) A/E/C CAD Standard - Release 6.2

U.S. Code (USC)

42 USC 4151 Architectural Barriers Act

SECTION 01 11 00 Page 4

U.S. DEPARTMENT OF DEFENSE (DOD)

DoDM 5200.01 Vol 3 (2012; with Change 3, 2020) DoD Information Security Program: Protection of Classified Information

UFC 1-200-01 (2022; with Change 4, 2024) DoD Building Code

UFC 1-200-02 (2020; Change 3, 2025) High Performance and Sustainable Building Requirements

UFC 1-300-02 (2025) Unified Facilities Guide Specifications (UFGS) Format Standard

UFC 1-300-08 (2026) Criteria for Transfer and Acceptance of DoD Real Property

UFC 3-101-01 (2020; with Change 4, 2024) Architecture

UFC 3-120-01 (2014; witch Change 4, 2023) Design: Sign Standards

UFC 3-120-10 (2018; with Change 3, 2025) Interior Design

UFC 3-190-06 (2026) Protective Coatings and Paints

UFC 3-201-01 (2022) Civil Engineering

UFC 3-301-01 (2023; with Change 5, 2026) Structural Engineering

UFC 3-401-01 (2025; with Change 1, 2026) Mechanical Engineering

UFC 3-410-01 (2025; with Change 1, 2026) Heating, Ventilating, and Air Conditioning Systems

UFC 3-410-02 (2018; with Change 2, 2021) Direct Digital Control for HVAC and Other Building Control Systems

UFC 3-420-01 (2021) Plumbing Systems

UFC 3-501-01 (2024) Electrical Engineering

UFC 3-520-01 (2025; with Change 1, 2026) Interior Electrical Systems

UFC 3-530-01 (2023; with Change 1, 2023) Interior And Exterior Lighting Systems

UFC 3-540-01 (2014; with Change 4, 2026) Engine-Driven Generator Systems for Prime and Standby Power Applications

UFC 3-570-01 (2016; with Change 1, 2019) Cathodic Protection

SECTION 01 11 00 Page 5

UFC 3-575-01 (2012; with Change 1, 2021) Lightning and Static Electricity Protection Systems

UFC 3-580-01 (2024) Information and Communications Technology Infrastructure Planning and Design

UFC 3-600-01 (2016; with Change 6, 2021) Fire Protection Engineering for Facilities

UFC 4-010-01 (2018; with Change 3, 2024) DoD Minimum Antiterrorism Standards for Buildings

UFC 4-010-05 (2023) SCIF/SAPF Planning, Design, and Construction

UFC 4-010-06 (2023) Cybersecurity of Facility-Related Control Systems

UFC 4-021-01 (2008; with Change 1, 2010) Design And O&M: Mass Notification Systems

UFC 4-021-02 (2025) Electronic Security Systems

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 SUBMITTALS

Government Acceptance or Approval does not remove responsibility from the Contractors for their actions or liability.

Government approval is required for submittals with a "G" or "S" classification. Refer to Section 01 33 00 SUBMITTAL PROCEDURES for requirements when a classification other than "G" or "S" are used.

Submittals not having a classification are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan ; G

Qualifications Of Designer of Record ; G

Contractor Laydown Area Request ; G

SD-05 Design Data

Geotechnical Report ; D

Site Survey ; D

Subsurface Utility Survey ; D

DD Form 1391 ; G

SECTION 01 11 00 Page 6

SD-06 Test Reports

Analytical Report ; G

DOR Inspection Report ; D

SD-07 Certificates

Draft Interim DD 1354 ; G

Qualifications Of Designer Of Record ; G

1.3 DEFINITIONS

1.3.1 Scope Review Meeting

Government led meeting held concurrently or separately with Contracting Kick-Off/Pre-Construction Meeting. Government to determine length of meeting based on project scope. Meeting will review Government provided specifications with the contractor and Contracting. Government will provide clarification, direction, or answer contractor questions pertaining to the specifications.

1.3.2 Remove

The term remove, and its past and future tenses, as used in Government provided specifications shall be understood to mean that the Contractor shall disconnect and demolish item indicated. This shall include uninstallation from its supportive element base, uninstallation from its mechanical connections, uninstallation from its electrical connections, and disposal of the item and incidental items off the Installation.

1.3.3 Provide

The term provide, and its past and future tenses, as used in Government provided specifications shall be understood to mean that the Contractor shall supply item indicated. Item shall be installed according to manufacturer's printed instructions; applicable code and specification requirements; and standard industry best practices. Item shall be complete and fully functional for its intended purpose, with no ancillary construction or other work required to be performed to achieve the required functionality.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

The work includes remediation, investigation, design, construction to complete renovation, and incidental related work. Renovation work is not to restore the overall historic fabric and character, but to provide new work that will not permanently alter or degrade the historic structure.

Contractor shall refer to Appendix C and be familiar with the HAZMAT report's findings, prior to beginning any work on the facility.

Contractor shall verify dimensions & conditions prior to any work.

Special inspections and testing required by the Designer of Record (DOR) shall be performed by the Contractor at no additional cost to the Government.

SECTION 01 11 00 Page 7

List of Appendices:

Appendix A - Specification Attachments List of items is shown in the Table of Contents of each applicable specification section.

Appendix B - B2263 Available Data

(1) 19871207 As-built

(2) 19880620 As-built

(3) 19880720 As-built

(4) 19920409 As-built

(5) 19940711 As-built

(6) 20000301 As-built

(7) JBSF160009 As-built

(8) 2018 Unverified As-Built_Reduced

(9) Observed Site Conditions

Appendix C - Environmental

(1) Profile Sheet Non-Haz Asp Con

(2) Hazmat Report

(3) Hazmat Report 2024

(4) Additional Sampling

1.4.1.1 General Guidelines

1.4.1.1.1 Safety

Contractor shall perform all work in accordance with 29 CFR 1910 , 29 CFR 1926 , EM 385-1-1 , and Section 01 35 26 GOVERNMENTAL SAFETY

REQUIREMENTS.

1.4.1.1.2 Privatized Utilities

a. Modification to any of American Water's assets requires that a Connection Charge Agreement between the Prime Contractor and American Water be entered into. All work to American Water assets will be performed by them, at the Prime Contractor's expense. American Water standards can be found at the following link:

https://www.amwater.com/corp/Products-Services/Military-Services/ joint-base-san-antonio

b. Modification to any of CPS Energy's assets requires that an Application for Service be submitted and a Service Agreement be entered into by the Prime Contractor with CPS Energy. Work to CPS Energy's natural gas and electrical systems and equipment will be performed by the entity indicated in the CPSE/ESS and CPSE/GSS at the Prime Contractor's expense.

1.4.1.1.3 Environmental

a. All waste, soil, reusable, and recyclable material generated at the project site shall follow the requirements of Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS and 01 74 19 CONSTRUCTION WASTE

MANAGEMENT AND DISPOSAL.

b. All waste and recyclable material shall be profiled. When required, waste and recyclable material shall be characterized by lab analysis

SECTION 01 11 00 Page 8 using applicable methods specified by Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS before material is profiled. Analytical Report for each characterization shall be submitted for review by the JBSA Environmental Office. Profile Sheets shall be generated for all items leaving the Installation. Profile sheets shall only be signed by a representative of the JBSA Environmental Office. Current JBSA approved TCEQ landfills for use are as follows:

(1) Covel Gardens Landfill

(2) Tessman Road Landfill

c. All waste, soil, reusable, and recyclable material shall be manifested directly to the landfill or recycling facility. Transportation to transfer stations are not allowed. All manifests shall only be signed by a representative of the JBSA Environmental Office as the Generator.

d. All costs for disposal and recycling shall be the responsibility of the Contractor.

e. All Generator copies of manifests and weight tickets shall be returned to the JBSA Environmental Office, through the Contracting Officer's Technical Representative.

1.4.1.1.3.1 Site Stabilization

If work stops at the site for greater than 14 calendar days, temporary stabilization of the site is required.

Project site final stabilization requires that perennial vegetative coverage has been established in the areas of distrubance with a sensity of at least 70%.

1.4.1.1.4 Contractor Jobsite Trailers

Where utilized, jobsite trailers shall make use of holding tanks for wastewater collection. Wastewater holding tanks shall be emptied on a regular basis to prevent wastewater overflow from the tanks. Potable water may be sourced from a nearby fire hydrant. Contractor shall utilize a backflow preventer in accordance with 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS requirements when making the connection between the water line and jobsite trailer. Reference ATT-3 of Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS for required TCEQ form.

Coordination with American Water is required to operate fire hydrants.

1.4.1.1.5 Environmental Controls

Contractor shall provide adequate moisture control within the facility to prevent any mold growth while the facility's HVAC system is not fully operational. Contractor shall be responsible for any mold remediation and restoration work required as a result of lack of moisture control, at no additional expense to the Government.

1.4.1.2 Design Guidelines

1.4.1.2.1 General

a. Provide full design to complete the renovation and construction of the facility and its supporting facilities.

SECTION 01 11 00 Page 9

(1) Includes redesign and rework of the previous contractual effort that is found to be deficient or in violation of current UFC requirements and its referenced codes and standards.

(a) Most of the design work is focused on finishing the interior of the facility and build out of all facility systems.

(b) Installation of supporting facilities is included in the design work.

(c) Exterior site work is included in the design work.

(2) All excess material left behind in the facility and associated conex boxes shall be removed and properly disposed of by the contractor in accordance with Section 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS, 01 74 19 CONSTRUCTION WASTE MANAGEMENT

AND DISPOSAL, and 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS. Contractor shall allow the Government to salvage components from this equipment before removal. What is not salavaged shall be properly removed by the contractor.

(3) Government will provide GFM in the following forms:

(a) LiDAR scan data of the interior of the facility that can be imported into Revit. Data will be provided after the notice to proceed has been issued.

(b) GIS data for assumed locations of site utilities, to be provided after NTP has been issued. Contractor is responsible for verifying utility locations before beginning work. Refer to ATT-10 for PDF reference of site utilities.

(c) Available as-built data. (Appendix B)

b. DOR shall have an active license in the State of Texas. Each design discipline shall be signed and stamped/sealed by the respective DOR that is licensed in that discipline. Qualifications of Designer of Record shall be submitted for any individual signing and stamping/sealing a discipline they are not licensed for.

(1) This project requires the services of a Qualified Fire Protection Engineer (QFPE). The QFPE shall be an individual who is a licensed professional engineer (P.E.) who has passed the fire protection engineering examination administered by the National Council of Examiners for Engineering and Surveying (NCEES) and has at least five (5) years ofrelevant fire protection engineering experience. Of the overall required experience, at least two (2) years of that experience shall have been on projects similar in size, scope, and complexity as the work described Statement of Work and specifications. Services of the QFPE shall include:

(a) Reviewing SD-02, SD-03, and SD-05 submittal packages from Division 21 and Division 28 specifications for completeness and compliance with the provisions of this contract.

Working (shop) drawings and calculations must be prepared under the immediate supervision of the QFPE. The QFPE must affix their professional engineering stamp with signature to

SECTION 01 11 00 Page 10 the shop drawings, calculations, and material data sheets, indicating approval prior to submitting these items to the

DFPE.

(b) Provide a letter documenting that the SD-02, SD-03, and SD-05 submittal packages from Division 21 and Division 28 specifications have been reviewed and that notates all outstanding deficiencies.

(c) Perform in-progress construction surveillance and inspections prior to installation of ceilings.

(d) Witness pre-final and final functional performance testing, and perform a final installation review. Provide a Verification of Compliant Installation letter with all required reports before final testing with Government representatives.

(e) Signing of applicable certificates under SD-07 from Division 21 and Division 28 specifications.

(2) This project requires the services of a Historic Preservation Architect, whose qualifications shall be in accordance with Section 01 32 33.00 JBSA SPECIAL PROCEDURES FOR HISTORIC

TREATMENT.

(a) Comply with historical preservation requirements, to include the creation of design packages for submission to SHPO and NPS. Known as a Section 106 Review. Refer to Section

01 32 33.00 JBSA SPECIAL PROCEDURES FOR HISTORIC TREATMENT

and 01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD) for the minimum requirements of what shall be contained in a design package ready for Section 106 Review. Reference example of Section 106 Consultation Package Template is provided as ATT-1 of Section 01 32 33.00 JBSA SPECIAL PROCEDURES FOR

HISTORIC TREATMENT.

1. Design packages submitted to SHPO and NPS shall be assumed to take 45 calendar days, after Government review period, from the time the Government submits the transmittal to the time the response is received from SHPO and NPS;

2. Only the 802 CES/CEIE Cultural Resources Office (CRO) will submit the Section 106 Review and directly interact with the coordinating agencies involved.

3. CRO will not submit any design package that does not contain the necessary details and information, and thus the 45 calendar day review time will not have been started;

4. Any design packages that are found to have an adverse effect to the historic facility shall require revision to the design to provide mitigation details, and shall also require resubmission to SHPO and NPS without financial or time penalty to the Government.

(3) This project requires the services of an individual who is

SECTION 01 11 00 Page 11 certified as a BICSI Registered Communications Distribution Designer, as required by UFC 3-580-01 .

c. Design drawing's sheet files and model files shall utilize the applicable discipline designators as outlined in ERDC/ITL SR-24-3 .

d. Specifications shall be created using the SpecsIntact software, while only utilizing master specifications from the United Facilities Guide Specifications (UFGS) list. UFC 1-200-01 mandates the use of UFGS.

UFC 1-300-02 provides the direction for how to modify UFGS.

(1) For work specified that is not covered by an existing UFGS, a DOR created specification shall be provided and written according to the requirements in UFC 1-300-02 . The newly created specification shall be numbered and titled according to latest version of Construction Specifications Institute (CSI) MasterFormat.

(2) Government specifications shall be used with the DOR created specifications to create the full submittal register in accordance with Section 01 33 16.00 10 DESIGN DATA (DESIGN AFTER

AWARD).

e. Provide advanced model files to aid in the layout and construction of work specified by this project, that comprise of BIM, CAD, and GIS files.

(1) Advanced modeling shall represent at a minimum, a Level 2 maturity Level.

f. Provide life safety drawings that account for the occupancy count and space requirements shown in ATT-6 and ATT-7.

g. Design shall meet all applicable requirements of UFC 1-200-01 and its referenced codes and standards. The following list are the most notable references. This list is not all inlcusive. The DOR shall be responsible for adhering to applicable criteria not listed here.

(1) 42 USC 4151 Architectural Barriers Act

(2) UFC 1-200-02 High Performance and Sustainable Building

Requirements

(3) UFC 1-300-08 Criteria for Transfer and Acceptance of DoD Real

Property

(4) UFC 3-101-01 Architecture

(5) UFC 3-120-10 Interior Design

(6) UFC 3-190-06 Protective Coatings and Paints

(7) UFC 3-201-01 Civil Engineering

(8) UFC 3-301-01 Structural Engineering

(9) UFC 3-401-01 Mechanical Engineering

(10) UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems

(11) UFC 3-410-02 Direct Digital Control for HVAC and Other Building

Systems

(12) UFC 3-420-01 Plumbing Systems

(13) UFC 3-501-01 Electrical Engineering

(14) UFC 3-520-01 Interior Electrical Systems

(15) UFC 3-530-01 Interior And Exterior Lighting Systems

(16) UFC 3-540-01 Engine-Driven Generator Systems for Prime and

Standby Power Applications

(17) UFC 3-570-01 Cathodic Protection

SECTION 01 11 00 Page 12

(18) UFC 3-575-01 Lightning and Static Electricity Protection Systems

(19) UFC 3-580-01 Telecommunications Interior Infrastructure Planning

And Design

(20) UFC 3-600-01 Fire Protection Engineering for Facilities

(21) UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

(22) UFC 4-010-06 Cybersecurity of Facility-Related Control Systems

(23) UFC 4-021-01 Design And O&M: Mass Notification Systems

(24) UFC 4-021-02 Electronic Security Systems

(25) AFMAN 32-7002 Environmental Compliance and Pollution Prevention

(26) AR 190-13 The Army Physical Security Program

(27) AR 190-51 Security of Unclassified Army Resources (Sensitive and

Nonsensitive)

(28) AR 380-5 Army Information Security Program

(29) ERDC/ITL SR-23-1 A/E/C Graphics Standard, Release 2.2

(30) ERDC/ITL SR-24-3 A/E/C CAD Standard - Release 6.2

(31) ICC IBC International Building Code

(32) ICC IEBC International Existing Building Code

(33) ICC IECC International Energy Conservation Code

(34) ICC IgCC International Green Construction Code

(35) ICC IMC International Mechanical Code

(36) ICC IPC International Plumbing Code

(37) ASHRAE 62.1 Ventilation for Acceptable Indoor Air Quality

(38) ASHRAE 90.1 - IP Energy Standard for Buildings Except Low-Rise

Residential Buildings

(39) NFPA 13 Standard for the Installation of Sprinkler Systems

(40) NFPA 70 National Electrical Code

(41) NFPA 101 Life Safety Code

(42) NFPA 110 Standard for Emergency and Standby Power Systems

(43) NFPA 241 Standard For Safeguarding Construction, Alteration and

Demolition Operations

(44) IFS-FSH Installation Facility Standards - JBSA Sam Houston

(45) CPSE/ESS Electrical Service Standards

h. DOR, specifically the Historic Preservation Architect, shall perform site investigations during the development of the design. Periodic inspections during construction shall also be provided, to ensure compliance with contract design requirements. A DOR Inspection Report shall be provided within 3 calendar days after each insepction.

i. Conduct an on-site Charrette to gather information from Installation key stakeholders that can provide input to fully develop the design.

Meeting shall be held in advance of the first required design submittal. Meeting shall include a telemeeting component to accomodate Installation stakeholders that cannot be present in-person. Results of this meeting shall be included as part of the Basis of Design. Unless requested by the Contracting Officer, non-local personnel from the Contractors team may attend this meeting through telepresence.

(1) During the meeting, include time to discuss construction waste management with the JBSA Environmental Office. Government team will provide input, as capable, to help identify possible pollution prevention and solid waste diversion opportunities.

j. DOR shall participate in all commission activities as outlined by Section 01 91 00.15 BUILDING COMMISSIONING.

SECTION 01 11 00 Page 13

1.4.1.2.1.1 Antiterrorism/Force Protection (AT/FP)

a. Provide necessary AT/FP features for the Standby Generator Yard, based on final position at the project site, in accordance with UFC 4-010-01 .

b. Provide necessary AT/FP features for the Fire Pump Yard in accordance with UFC 4-010-01 .

1.4.1.2.1.2 Privatized Utilities

a. When work is required to modify or extend utilities owned by American Water, a separate drawing package shall be created that only includes the portion of work relating to American Water owned utilties. Drawing set shall be included in every design submittal iteration, unless otherwise specified. A separate Design Analysis is not required, and relevant narrative information shall be included in the main Design Analysis. A specification package for American Water's portion of work is not required.

1.4.1.2.2 Hazardous Materials

a. Drawings shall use the appropriate discipline designator from ERDC/ITL SR-24-3 for the sheet that shows locations where hazardous material is present and indicate what is to be disturbed.

b. Existing HVAC hydronic piping thermal insulation is asbestos containing. All asbestos containing material shall be properly removed.

c. Select locations within the facility have identified lead based paint or lead containing paint. Refer to the available Hazmat Reports for the paint types identified. Appropriate lead controls shall be applied based on recommendations from available reports. The Government's intent is not necessarily to remove all lead-based or lead-containing paint. The most cost effective solution, as allowed by Section 02 83 00 LEAD REMEDIATION, shall be used. This means multiple remediation methods may be used to address the various locations where lead-based or lead-containing paint is located. (e.g.

stabilization, enclosure, removal)

d. Due to the lack of functioning HVAC systems within the building, mold may be present. Any mold present shall be properly removed.

1.4.1.2.3 Survey/Mapping

a. Provide site survey of project limits in accordance with 01 35 13.10 00 SPECIAL PROCEDURES-SURVEYING. Survey shall include a subsurface utility survey to accurately identify locations of all known and unknown existing subsurface utilities in the area. Utility investigation shall be at minimum Quality Level B, in accordance with ASCE 38-22 . Use appropriate surface geophysical methods applicable to the local soil type. Include test locations for nondestructive exposure of underground utilities to verify type, location, depth, size, condition, and material. Provide GIS data for existing utilities in accordance with 01 35 13.30 00 SPECIAL PROJECT

PROCEDURES-GIS.

(1) Government's record of existing utility locations is provided in ATT-10. Locations shown are only approximate. Site

SECTION 01 11 00 Page 14 investigation, as described above, to identify all existing utilities within the project site boundary is still required.

1.4.1.2.4 Geotechnical

a. Perform a geotechnical investigation for use in the design of the foundation for the standby generator yard and the screen walls for the fire pump yard. Ensure that the resulting geotechnical report in included as part of the Design Analysis.

1.4.1.2.5 Civil

a. Provide all necessary design and information required by American Water if the water or sanitary sewer system will require modification, removal, or extension. Work to American Water owned infrastructure shall follow their standards specified in paragraph PRIVATIZED UTILITIES. Follow UFC 1-200-01 for Government owned portion of the utility lines, and apply it to the portions owned by American Water if the UFC requirements are greater than their own.

b. Utilities shall not be abandoned in-place. Where a utility line is modified or no longer needed, demolition details shall be provided noting the procedures for removal.

c. Provide site features to include:

(1) sidewalks running along Stanley Rd;

(2) sidewalks leading to the three facility entry ways facing Stanley Rd; installed to assure conformance with existing riser height of historical stairs;

(3) accessible pathway leading to the accessible entrance of the facility located on the South West side; starting from the northern adjacent handicap parking area across Stanley Rd and running along the West side of the existing driveway that runs alongside the facility;

(a) crosswalk markings on Stanley Rd leading to accessible pathway.

(4) reinstallation of paving for the bus stop shelter along Stanley Rd. Bus stop is not intended to be removed or relocated to accomplish this work;

d. Provide GIS location data in accordance with Section 01 35 13.30 00 SPECIAL PROJECT PROCEDURES-GIS for the fire water line that was installed by the previous contractual effort, from the point of connection to the water main up to the facility entrance.

1.4.1.2.6 Structural

a. Provide design for the foundation and screen wall for the standby generator yard. Screen shall be as tall as needed to assure no visibility of the generator. Install screening on three sides with opening facing North toward B2263. Provide gate on South side.

Provide appropriate clearances for maintenance.

(1) Design shall be in comliance with Section 01 32 33.00 JBSA

SECTION 01 11 00 Page 15

SPECIAL PROCEDURES FOR HISTORIC TREATMENT. This work shall be fully detailed for inclusion in the Section 106 review.

b. Provide design for the foundation and screen wall to surround the existing fire pump. Screen shall be as tall as needed to assure no visibility of the modular fire pump structure. Screen shall be located between exiting PIV and existing entry landing. Install screening on three sides with gates on each of the three sides to align with fire dept connection on the West, gated opening to align with existing pump hose entry doors on the South, and gate on the East to align with existing test valves. Provide appropriate distance for access to existing electrical switch gear and meter base rack.

(1) Design shall be in comliance with Section 01 32 33.00 JBSA SPECIAL PROCEDURES FOR HISTORIC TREATMENT. This work shall be fully detailed for inclusion in the Section 106 review.

1.4.1.2.7 Architectural

a. Provide floor plan layouts that provide the functional spaces outlined by the end user's requirements in ATT-6 and ATT-7. Requested square footage of each functional space is not a fixed requirement. Given that this is an existing building footprint, the sizes of each functional space may be altered to accomodate existing conditions.

(1) It is not the intent that existing structural members, internal masonry walls, elevator shaft, south corridor, stairwells, restrooms, mechanical rooms, or electrical rooms be relocated to accommodate end user internal functional groups; nor is it the intent to remove any stud framing embedded into spray foam insulation.

(2) End User requires the installation of access control portals at each level of the facility, after each east and west end stairwells. Portals shall be designed to section off the areas where the access control doors will be installed. Exact locations of these door/wall partitions to be finalized during design. Refer to ATT-6 and ATT-7 for the current proposed locations. Locations shall also be in compliance with Section

01 32 33.00 JBSA SPECIAL PROCEDURES FOR HISTORIC TREATMENT.

(3) MEDCOM Narrative, ATT-7, makes reference to the inclusion of breakrooms as part of the overall floor plan. Breakrooms shall be located as such to minimize the extent of new plumbing and additional building structure penetrations.

(4) Existing built-in safe, located on the 1st Floor of the facility, is to remain in place and does not require new interior finishes. This space will not be occupied.

(5) Provide ABA pedestal with push button access along sidewalk leading to ABA entrance on South West side of building.

b. Provide design of Operations Center in accordance with UFC 4-010-05 and DoDM 5200.01 Vol 3 . The Operations Center is considered a Special Access Program Facility (SAPF) and shall be designed to meet the requirements for Open Storage. Locate the Operations Center on the third floor of the facility. Conceptual layout is provided in ATT-7.

Certain elements of the design may also be subject to historic

SECTION 01 11 00 Page 16 preservation requirements.

(1) Space shall include two entrapments for entry, as shown in the conceptual layout in ATT-7.

(2) Perimeter must meet requirements for STC 45 at a minimum.

Conference rooms require a STC 50 at a minimum. Where this rating cannot be met, supplemetal sound transmission mitigations must be utilized. Refer to IC Tech Spec for a list of potential mitigations.

(3) Doors on the perimeter and interior of the Operations Center shall meet the requirements of UFC 4-010-05. Referenced UFC allows for specific types of wood or steel doors. Associated hardware requirements are also specified in the UFC, to include specifics for applicable hardware on the unprotected side of the space.

(4) Physical security requirements from UFC 4-010-05 for the windows in the space will require consultation through the Section 106 review.

(5) Provide lockable metal personal electronic device cabinets outside each entrance to the Operations Center. Cabinets must be surface mounted instead of recessed. Each cabinet shall have 36 compartments.

c. Provide design details for fire rated assemblies and locations where required.

d. Repairs to damaged windows are not part of the design effort, except as noted by the following:

(1) Oval window facing Stanley Rd, above the center building entrance, shall be fully detailed to correct its current improper style, size and installation. Design details shall specify all required details needed for compliance with the building's period of historic significance. Refer to as-built drawings for details of this window. This design information must be included in the Section 106 review.

(2) Backer rods and caulking to be provided to finish out all existing windows on the interior facing side.

(3) Any existing window framing that is damaged to the extent causing an inability to install new work surrounding it.

e. Provide design details for the replacement by recreation of exterior doors facing Stanley Rd to match the design from the building's period of historic significance. This includes the associated transom windows, double doors, frames, jambs and brick molds. Refer to as-built drawings for details of these doors. This design information must be included in the Section 106 review.

f. Provide design for a lactation room with sink and refrigerator. Final location to be determined through the design process.

g. Design shall reuse the existing KnoxBox and maintain its current installed location. Refer to other discipline sections for related

SECTION 01 11 00 Page 17 work requirements.

h. Provide design details for the fire pump yard screen walls.

(1) Design shall be in comliance with Section 01 32 33.00 JBSA SPECIAL PROCEDURES FOR HISTORIC TREATMENT. This work shall be fully detailed for inclusion in the Section 106 review.

Coordinate historical preservation details with the requirements of UFC 4-010-01 .

i. Provide design details for the standby generator screen walls.

(1) Design shall be in comliance with Section 01 32 33.00 JBSA SPECIAL PROCEDURES FOR HISTORIC TREATMENT. This work shall be fully detailed for inclusion in the Section 106 review.

Coordinate historical preservation details with the requirements of UFC 4-010-01 .

j. A breakdown of items under the purview of the Cultural Resources Office, and requiring Section 106 review, is provided below. Other DESIGN GUIDELINES subparts may refer to work that interacts with historic elements of the facility, and thus call out for its inclusion in the Section 106 review. Refer to Section 01 32 33.00 JBSA SPECIAL PROCEDURES FOR HISTORIC TREATMENT for additional information and applicable NPS Historic Preservation Briefs.

(1) Remove spray foam located within the 3 main entrances facing Stanley road, back to the original finish of the existing plaster walls. Additional removal may be required to recess conduit and junction box associated with KnoxBox. It is not the intent that existing spray foam in other areas of the building be removed.

(2) Provide repair to sections of floor leveling compound in the rear building corridor and wings. Damage appears to be limited to small sections of the corridor and South wing floor on the 1st and 3rd floors. Refer to ATT-9 for location details.

(3) Provide floor leveling compound throughout, to combat existing applied GFRP. DOR to determine how rise and run of all staircases throughout will be affected, and any transitions above 1/4 inch created throughout. Detail corrective actions needed to mitigate GFRP application to ensure proper tread height remains consistent.

(4) Metal stud framing of existing clay masonary block wall openings is allowed as long as the infill material is approprite to the wall type, and plaster overlay is of matching, in-kind material to the original fabric.

(5) CMU infill of existing clay masonry block walls is allowed as long as the plaster overlay is of matching, in-kind material to the original fabric.

(6) Existing teller window openings shall not remain visible. Leave existing openings as framed and cover with finished wall material. Any protruding elements from these openings beyond existing furred out framing shall be removed to allow for finished wall material.

SECTION 01 11 00 Page 18

(7) Remove any metal studs located within historical stairwells facing main entrances. Metal studs located within historical stairwells on ground floor, 2nd and 3rd floors may remain.

(8) Provide new railings on the side walls of staircases where missing. New railings do not have to replicate the existing railings, but instead may match the silver-colored railing already installed in the center lobby entrance on the 1st floor.

New railings are to be installed at code compliant height.

(9) Any penetrations in the existing stair enclosure walls shall be patched and floated to maintain original historic volume and appearance.

(10) Provide framed walls to surround the existing ships ladders leading into the attic space. DOR to determine proper rating to create an enclosure for added personnel protection and fire safety. Door swinging outward shall be added in front of ladders for access.

(11) Provide bulkheads where ceilings drop below tops of windows.

Bulkheads shall be a depth of one foot . Measurements are from interior of finished bulkhead wall surface to finished wall surface. No building systems shall penetrate the bulkheads.

(12) Refinish and reinstall Juliette balcony guardrails along South facing side of building on the 1st and 3rd floors. The existing window railings shall be cleaned; powder coated matte black.

Repair exterior stucco as needed to ensure proper anchoring for reinstallation of guardrails.

(13) Existing abandoned penetrations or those created from removal of any existing surface mounted items shall be properly infilled with matching in-kind materials.

(14) Provide new louvered ventilation and screen to replace existing damaged louvres on North facing side of building, above central main entrance.

k. Provide framed walls to surround the current location of the FA/MNS panel and associated panels and boxes to create a dedicated closet.

New FA/MNS panel and associated hardware to be installed in existing location within 1st floor lobby of central entrance facing Stanly.

This work is under the purview of the Cultural Resources Office, and requiring Section 106 review.

(1) Wall type is allowed to utilize metal studs and gypsum board for construction. Specific material requirements must be selected to provide the appropriate fire rating to the new space.

l. Provide fire extinguisher cabinets when UFC 3-600-01 and NFPA 101 requires portable fire extinguishers. Order of preference for cabinet type is: fully-recessed, semi-recessed, surface mount. Types selected shall be based on each location selected.

1.4.1.2.8 Interiors

a. Provide SID as part of the design. Do not assume reuse of any excess material stored in the facility or the conex boxes.

SECTION 01 11 00 Page 19

b. Provide elevations for each space for the typical configurations, to include new furniture.

c. Provide an FF&E design package to meet the end user's requirements in ATT-6 and ATT-7. FF&E includes, but is not limited to, workstations, modular/system furniture, seating, tables, storage and shelving, filing, and other items identified by the Government.

(1) Purchase of FF&E is not part of the initial contract award, but must be accounted for as part of the CID. Refer to Section 01 33 16.00 30 DESIGN DATA (DESIGN AFTER AWARD) for general CID package requirements.

d. Provide design details for the layout and installation of the equipment for the breakrooms and lactation room. Refer to ATT-6 for the equipment required in these areas.

e. Where required by the space type, the following items shall be used in those spaces as they are the servicable equipment by the Installation's custodial service contract.

(1) Foam Soap Dispenser: Spartan Lite'n Foamy® 1000 mL Hand Soap Dispenser

(2) Towel Dispenser:

(a) Tork Hand Towel Roll Push Bar Dispenser; or

(b) Tolco Towel Disperser; or

(c) San Jamar Towel Dispenser

(3) Sanitary Napkin Dispenser: Bobrick Contura Series 10 in. Sanitary Napkin Dispenser

(4) Toilet Paper Dispenser:

(a) Scott In-Sight JRT Jr. Combo Bath Tissue Dispenser with Stub; or

(b) Tork Twin Jumbo Roll Toilet Paper Dispenser

f. Provide interior signage in accordance with UFC 3-120-01 .

(1) Signage for fire extinguisher cabinets shall be included.

Signage shall meet the requirements of NFPA 10 .

1.4.1.2.9 Fire Protection

a. The scope of this project requires the submission of a Fire Protection Design Analysis. The analysis is required to be stamped/signed/sealed by a Fire Protection Engineer.

(1) Hazard level of each area is required to be determined. Do not rely on any previous determinations made.

b. Fire hydrant flow test shall be performed in accordance with NFPA 291 .

Report shall include the following items at a minimum:

SECTION 01 11 00 Page 20

(1) Hydrant elevations relative to the building;

(2) Hydrant number/identifier;

(3) Labeling of flowed hydrant and gauged hydrant;

(4) Calibration certificates of testing equipment;

(5) Water network diagram of the area to show system layout.

Present this information in a tabular form when multiple hydrants were flowed.

c. Fire suppression system shall be redesigned to meet the requirements and hazard levels of the new floor plans. This includes any required modifiction or deficiency correction to the wet-pipe system in the facility and dry-pipe system and its supporting equipment that serves the attic space.

(1) Existing piping with extensive amounts of surface corrosion shall be replaced.

d. The use of flexible sprinkler hose with fittings intended for direct connection to sprinklers is authorized under the condition specified by UFC 3-600-01 paragraph 9-7.6.8. Contractor and their DOR shall submit the applicable request form, located in Section 01 33 16.00 30 DESIGN DATA (DESIGN AFTER AWARD) as ATT-8, to obtain DFPE approval on the specific product(s) selection. If approved, coordinate the design of flexible sprinkler hose with the requirements of NFPA 13 . If the DFPE does not approve of any submitted item, then flexible sprinkler hose shall not be utilized.

e. For the freeze protection requirment from NFPA 13 , the average annual extreme minimum temperature shall be obtained from the applicable local Climate Data from ASHRAE FUN IP . Specifically the data points 4e and 5e from the applicable local Climate Data Sheet.

f. Provide portable fire extinguishers where required by UFC 3-600-01 and NFPA 101 . Locate them in accordance with NFPA 10

g. Fire alarm and mass notification system shall be redesigned to meet the requirements and hazard levels of the new floor plans. No existing installed fire alarm panels shall be reused. Make the existing equipment available to the Government for salvage. Items or components not salvaged shall be properly disposed of by the contractor.

(1) MNS messages for JBSA will be provided after NTP has been issued.

(2) Placement of fire alarm and mass notification devices will require consultation through the Section 106 review. Full narrative commentary shall be provided to explain the effort to meet code requirements and historic preservation requirements, as well as documenting mitigations made.

h. Provide design to reselect materials and equipment to supplement the useable excess material from the previous contractual effort.

SECTION 01 11 00 Page 21

i. Ensure that the KnoxBox tamper switch is tied to the FA/MNS panel.

Provide appropriate selections in the FA/MNS operations matrix.

1.4.1.2.10 Plumbing

a. Utility metering devices, water meter, shall be BACnet type compatible with Tridium Niagara v4 rev14 and connect through the facility's UMCS.

(1) Domestic water utility meter shall be installed on all service lines to the facility, on the Government's side of the point of demarcation with American Water's system.

b. Provide design for the domestic water (cold, hot, and recirculation), sanitary waste, and vent lines to serve the new floor plan. Where there is existing work from the previous contractual effort, design shall modify these features to meet the overall system performance requirements or code requirements.

c. Provide design for a domestic water heating system.

d. Provide design to reselect fixtures, materials, and equipment to supplement the useable excess material from the previous contractual effort.

e. Provide design for a pressure boosting system to serve the domestic water system.

f. Provide design for work to replace the existing lift stations. This work will require coordination through American Water. Refer to paragraph PRIVATIZED UTILITIES for additional requirements.

(1) Design shall consider separating the sanitary drain lines from Floors 1 through 3 and the basement so that only the basement requires the use of a lift station. Upper floors may gravity drain to the manhole that the the current lift stations discharge.

1.4.1.2.11 Mechanical

a. New HVAC equipment that utilizes refrigerant shall be selected so that the refrigerant utilized is not subject to phase out. Refer to EPA's Significant New Alternatives Policy (SNAP) Program at the following link: https://www.epa.gov/snap . Where multiple refrigerants meet this criteria, select the one with the lowest Global Warming Potential

(GWP).

b. Facility level UMCS shall be BACnet type compatible with Tridium Niagara v4 rev14. It shall control the HVAC system. Design shall be in accordance with UFC 3-410-02 and UFC 4-010-06 . Any existing DDC equipment shall be removed and new equipment specified.

(1) Refer to ASHRAE GUIDELINE 36 and UFC 3-410-01 for minimum requirements for Input/Output points and sequences of operation for HVAC equipment.

c. Provide design to replace all interior hydronic piping.

(1) Due to the configuration of the chilled water loop and heating water loop serving the campus, a temporary piping route will be needed to allow the campus hydronic loops to continue functioning

SECTION 01 11 00 Page 22 and serving the other facilities within the campus.

(2) The option to construct a permanent loop segment for the chilled water and heating water is allowed. In this case, branch lines from these systems to the building must account for this.

d. Provide design for the installation of hydronic booster pumps within the facility. Refer to Appendix B for as-built information from recent work on the campus central energy plant and the booster pumps installed in the other facilities at this campus.

e. Provide design for…