B.08 VOL II 23R0026 Ortona Lock House Specs RTA 31Oct2023.pdf

W912EP23R0026

Jacksonville District

New Lock Control Building and Associated Upgrades at Ortona Lock and Dam

Glades County, Florida

Construction Solicitation and Specifications Volume 2 of 2

30 SEP 2023

Ortona Lock Control Building Glades County, Florida

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 33 50 WEATHER DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 STATEMENT OF WORK

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16 DESIGN DATA (DESIGN AFTER AWARD)

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 04 CONTRACTOR QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 52 10 CONTRACTING OFFICER'S FIELD OFFICE

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 02 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 BUILDING COMMISSIONING

01 91 19 BUILDING ENCLOSURE COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 10 BUILDING AIR BARRIER SYSTEM

07 54 19 POLYVINYL-CHLORIDE ROOFING

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTICAL CEILINGS

09 67 23.13 STANDARD RESINOUS FLOORING

DIVISION 13 - SPECIAL CONSTRUCTION

13 36 14 SELF SUPPORTING RADIO TOWER, ANTENNAS, AND APPURTENANCES

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

DIVISION 27 - COMMUNICATIONS

27 51 25 TWO-WAY RADIO SYSTEMS

PROJECT TABLE OF CONTENTS Page 1

W912EP23R0026 RTA

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 92 23 SODDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 33 50

WEATHER DATA

PART 1 GENERAL

1.1 WEATHER DATA INFORMATION

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

DOCUMENT 00 33 50 Page 1

SECTION 00 33 50

WEATHER DATA

PART 1 GENERAL

1.1 WEATHER DATA INFORMATION

The project area is located approximately 40 miles east of Fort Myers, Florida.

It shall be the contractor's responsibility to obtain information concerning rain and wind. Reference is made to the National Oceanic and Atmospheric Administration (NOAA) publication entitled Local Climatological Data - Monthly Summary, which contains climatological and meteorological observations and data, including wind, rain, and temperature data for the project area. Subscription price and ordering information is available from the National Climatic Data Center, Federal Plaza, 151 Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at: http://www.ncdc.noaa.gov/.

The climate of the area is tropical and humid. Temperatures below freezing are rare. The hurricane season is from June through November.

Traditionally, the wet season in Florida is defined as May through September. In general, the winter months constitute the dry season and the summer months comprise the wet season. Occasionally, daily rainfall in the any season can be quite heavy. The project site is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather throughout the year. Weather forecasts as well as actual rainfall information from the National Weather Service can be found at: http://www.noaa.gov

The following data are provided:

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS CONVERTED TO A 5-DAY

WORK WEEK

The average number of days in each calendar month with precipitation greater than, or equal to, 0.10 inches is provided for the project area in the following table. This information is based on data obtained from the Moore Haven Lock 1 station (USC00085895), located at latitude 26.8400 N and longitude -81.0872 W. The data were obtained from Climatography of the United States Monthly Station Climate Summaries published by the National Climatic Data Center, NOAA, for the period of record 1991-2020.

The values in the table have been rounded. NOAA data for this station is available at the following website:

https://www.ncei.noaa.gov/cdo-web/datasets/

DOCUMENT 00 33 50 Page 2

Aver age Number of Days per Mont h wi t h Pr eci pi t at i on >= 0. 10 I nches

Gage Name Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

MOORE HAVEN

LOCK 1, FL US

3 2 2 3 4 9 8 9 7 4 2 2

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

DOCUMENT 00 33 50 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00

STATEMENT OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT DESCRIPTION

1.2.1 Project Objectives

1.2.2 Location

1.2.3 Bridging Documents

1.2.4 Section Organization

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 DAMAGE TO WORK

1.6 EXISTING WORK

1.7 UTILITY DISRUPTIONS

1.8 LOCATION OF UNDERGROUND FACILITIES

1.8.1 Notification Prior to Excavation

1.8.2 Time Extensions For Unusually Severe Weather (31 Oct 1989)

1.8.2.1 Schedule of Monthly Anticipated Adverse Weather Delays

1.8.2.2 Contractor Responsibility

1.9 UNITS OF MEASURE

1.10 SCOPE

1.10.1 New Ortona Control House (Base Bid)

1.10.2 Option Bid Items

1.10.3 Site

1.10.4 Government-Furnished Government-Installed Equipment (GFGI)

1.10.5 Furniture Requirements

1.11 GENERAL REQUIREMENTS

1.11.1 Accessibility Requirements

1.11.2 Building Areas

1.11.3 Enclosed Spaces

1.11.4 Excluded Space

1.11.5 Net Area Requirements

1.11.6 Design Requirements

1.11.7 Lock House Power and Control Conduit (Base Bid)

1.11.7.1 Power Conduits

1.11.7.2 Communication Conduits

1.11.7.3 Conduits from the Control Building to the Machine Houses

1.11.8 Existing Control House Demolition (Option CLIN)

1.11.9 Machine House Communication Conduits (Option Bid CLIN)

1.11.10 Site Functional Requirements

1.11.11 Site And Landscape Requirements

1.11.12 Architectural Requirements

1.11.12.1 Exterior Architecture

1.11.12.1.1 Walls

1.11.12.2 Roof Covering

1.11.12.3 Roof Access

1.11.12.4 Exterior Doors

1.11.12.5 Door Hardware

1.11.12.6 Interior Doors

SECTION 01 10 00 Page 1

1.11.12.7 Overhead Door

1.11.12.8 Windows

1.11.12.9 Interior Walls

1.11.12.10 Interior Load Bearing Walls

1.11.12.11 Sound Insulation

1.11.12.12 Finishes And Interior Specialties

1.11.12.12.1 Fire Extinguishers

1.11.12.13 Flooring

1.11.12.14 Ceiling

1.11.13 Structural Requirements

1.11.13.1 Foundation

1.11.13.2 Walls

1.11.13.3 Roof

1.11.14 Thermal Performance

1.11.15 Plumbing Requirements

1.11.15.1 Reverse Osmosis (RO) System

1.11.16 Communications And Security Systems

1.11.16.1 General

1.11.16.2 Radio System

1.11.16.3 Exterior Communication

1.11.16.4 Interior Communications And Security

1.11.16.4.1 Telecommunications

1.11.16.4.2 Telecommunication Space

1.11.16.5 Telecommunications Outlets

1.11.16.6 Telecommunications Distribution

1.11.16.7 Cable Television (CATV)

1.11.16.8 Security Infrastructure

1.11.16.8.1 Intrusion Detection and Security Systems

1.11.16.8.2 Access Control System (ACS)

1.11.16.8.3 Closed Circuit Television System (CCTV)

1.11.17 Electrical Requirements

1.11.17.1 General

1.11.17.2 Interior Electrical

1.11.17.2.1 Characteristics

1.11.17.2.2 Nonlinear Loads

1.11.17.2.3 Transient Voltage Surge Protection

1.11.17.2.4 Receptacles

1.11.17.2.5 Spare Capacity

1.11.17.3 Lighting

1.11.17.3.1 Interior Lighting Controls

1.11.17.4 Grounding

1.11.17.5 Lightning Protection System

1.11.17.6 Mass Notification System (MNS)

1.11.18 Heating Ventilating And Air Conditioning (HVAC) Requirements

1.11.18.1 Design Data

1.11.18.2 HVAC System Requirements For Critical Areas

1.11.18.2.1 Electrical Room

1.11.18.3 Energy Conservation Requirements

1.11.18.3.1 General

1.11.19 Fire Protection Requirements

1.11.19.1 Standards And Codes

1.11.19.2 Fire Protection And Life Safety Analysis

1.11.19.3 Sprinkler System

1.11.19.4 Fire Detection And Alarm

1.11.19.4.1 Fire Alarm and Detection System

1.11.19.4.2 Server Rooms

1.11.19.4.3 Initiating Devices

1.11.19.4.4 Break-Glass Pull Stations

1.11.19.4.5 Over-Voltage and Surge Suppression

SECTION 01 10 00 Page 2

1.11.19.5 Building Construction

1.11.19.5.1 Interior Wall and Ceiling Finishes

1.11.19.5.2 Server Rooms

1.11.20 Furnishings and Equipment

1.11.21 Facility Specific References

1.11.21.1 Applicable Industry Criteria

1.12 APPLICABLE CRITERIA

1.12.1 Industry Criteria

1.12.2 Military Criteria

1.13 TECHNICAL REQUIREMENTS

1.13.1 Site Planning And Design

1.13.1.1 Standards And Codes

1.13.1.2 Existing Utilities

1.13.2 Site Engineering

1.13.2.1 Standards And Codes

1.13.2.2 Soils

1.13.2.2.1 Subsurface Conditions Report

1.13.2.2.2 Geotechnical Evaluation Report

1.13.2.3 Vehicle Pavements

1.13.2.3.1 Pavement Requirements

1.13.2.4 Permits

1.13.3 Commissioning

1.13.4 Architecture And Interior Design

1.13.4.1 Standards And Codes

1.13.4.2 General

1.13.4.3 Materials And Resources

1.13.4.3.1 Construction and Demolition (C&D) Waste Management

1.13.4.4 Building Exterior

1.13.4.4.1 Roofs and Exterior Walls

1.13.4.5 Building Interior

1.13.4.5.1 Daylighting and Low Emitting Materials

1.13.4.5.2 Surfaces and Color

1.13.4.5.3 Window Treatment

1.13.4.5.4 Casework

1.13.4.5.5 Countertop and Desk Surface

1.13.4.6 Comprehensive Interior Design

1.13.4.6.1 SID and FF&E

1.13.5 Structural Design

1.13.5.1 Standards And Codes

1.13.5.2 General

1.13.5.3 Loads

1.13.5.4 Termite Treatment

1.13.6 Thermal Performance

1.13.6.1 Standards And Codes

1.13.7 Building Envelope Sealing Performance Requirement

1.13.7.1 Air Barrier

1.13.7.2 Thermal Bridge

1.13.7.3 Testing, Adjusting And Balancing

1.13.7.4 Performance Criteria and Substantiation

1.13.8 Plumbing And Water Consuming Equipment

1.13.8.1 Standards And Codes

1.13.8.2 Precautions For Expansive Soils

1.13.8.3 Hot Water Systems

1.13.8.4 Refrigerator Water Supply

1.13.8.5 Floor Drains

1.13.8.6 Water Efficient Plumbing Fixtures

1.13.8.7 Water Closets (Toilets)

1.13.8.8 Urinals

1.13.8.9 Lavatory Faucets

SECTION 01 10 00 Page 3

1.13.8.10 Showerhead

1.13.8.11 Kitchen Faucet

1.13.8.12 Drainage Systems

1.13.8.13 Pipe Location and Insulation

1.13.8.13.1 Pipe Protection During Construction

1.13.9 Electrical And Telecommunications Systems

1.13.9.1 Standards And Codes

1.13.9.2 Materials And Equipment

1.13.9.3 Power Service

1.13.9.3.1 Spare Capacity

1.13.9.4 Telecommunication Service

1.13.9.5 Lighting

1.13.9.5.1 Interior Lighting

1.13.9.5.1.1 Solid-State Lighting

1.13.9.5.1.2 Lighting Systems and Controls

1.13.9.5.1.3 Occupancy or Vacancy Sensors

1.13.9.5.1.4 Manufacturer Support

1.13.9.6 Exterior Lighting

1.13.9.6.1 General

1.13.9.6.2 Exterior Lighting Performance by Application

1.13.9.6.3 General Exterior Lighting

1.13.9.7 Sustainability and Environmental Impact Reduction

1.13.9.8 Telecommunication System

1.13.9.8.1 Testing

1.13.9.8.2 Installation

1.13.9.8.3 End to End Test

1.13.9.9 Lightning Protection System

1.13.10 Heating, Ventilating, And Air Conditioning

1.13.10.1 Standards And Codes

1.13.10.2 Design Conditions

1.13.10.2.1 Outdoor and Indoor Calculations and Requirements

1.13.10.2.2 Indoor Air Quality

1.13.10.2.3 High Humidity Areas

1.13.10.2.4 Controls Maintenance

1.13.10.2.5 Environmental Requirements for Telecommunications

Rooms and Telecommunications Equipment Rooms

1.13.10.3 Utility Meters

1.13.10.4 Building Automation System

1.13.11 Energy Conservation

1.13.11.1 Energy Efficiency

1.13.11.2 EnergyStar And FEMP Products

1.13.12 Fire Protection

1.13.12.1 Standards And Codes

1.13.12.2 Inspection And Testing

1.13.12.3 Fire Extinguishers And Cabinets

1.13.12.4 Fire Alarm And Detection System

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

ATTACHMENTS:

Attachment A Bridging Plans

Attachment B Geotechnical Information

SECTION 01 10 00 Page 4

Attachment C Topography and Utility Survey

Attachment D Asbestos Containing Material and Lead Based Paint Survey Report

Attachment E Site Photos

Attachment F Lock Control Conduit Site Plan

Attachment G As-Built Drawings

Attachment H Electrical Single Line Diagram

-- End of Section Table of Contents --

SECTION 01 10 00 Page 5

SECTION 01 10 00

STATEMENT OF WORK

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL, INC. (AMCA)

AMCA 210 (2016) Laboratory Methods of Testing Fans for Aerodynamic Performance Rating

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

AHRI 440 I-P (2019) Performance Rating of Fan-Coil Units

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 800 (2016) Voluntary Specifications and Test Methods for Sealants

AAMA 1503 (2009) Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections

AAMA 2604 (2017a) Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels

AAMA 2605 (2020) Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels

DOOR AND ACCESS SYSTEM MANUFACTURERS ASSOCIATION (DASMA)

ANSI/DASMA 115 (2017) Standard Method for Testing Sectional Garage Doors: Determination of Structural Performance Under Missile Impact and Cyclic Wind Pressure

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 216.1 (2014) Code Requirements for Determining Fire Resistance of Concrete and Masonry

SECTION 01 10 00 Page 6

Construction Assemblies

ACI 308.1 (2011) Specification for Curing Concrete

ACI 318 (2014; Errata 1-2 2014; Errata 3-5 2015;

Errata 6 2016; Errata 7-9 2017) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14)

ACI SP-66 (2004) ACI Detailing Manual

ACI 360R-10 (2010) Guide to Design of Slabs-On-Ground

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI S100 (2012) North American Specification for the Design of Cold-Formed Steel Structural Members

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE 15 & 34 (2013) ASHRAE Standard 34-2016 Safety Standard for Refrigeration Systems/ASHRAE Standard 34-2016 Designation and Safety Classification of Refrigerants-ASHRAE Standard 34-2016

ASHRAE 51 (2016) Laboratory Methods of Testing Fans for Aerodynamic Performance Rating

ASHRAE 55 (2017) Thermal Environmental Conditions for Human Occupancy

ASHRAE 62.1 (2016) Ventilation for Acceptable Indoor Air Quality

ASHRAE 90.1 - IP (2019; Errata 1 2019; Errata 2-5 2020;

Addenda BY-CP 2020; Addenda AF-DB 2020;

Addenda A-G 2020; Addenda F-Y 2021;

Errata 6-8 2021; Interpretation 1-4 2020;

Interpretation 5-8 2021 Addenda AS-AQ 2022) Energy Standard for Buildings Except Low-Rise Residential Buildings

ASHRAE EQUIP IP HDBK (2012) Handbook, HVAC Systems and Equipment (IP Edition)

ASHRAE FUN IP (2021) Fundamentals Handbook, I-P Edition

SECTION 01 10 00 Page 7

ASHRAE HVAC APP IP HDBK (2019) HVAC Applications Handbook, I-P Edition

AMERICAN WELDING SOCIETY (AWS)

AWS-03 (2011) Welding Handbook, Volumes 1 thru 4

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME A112.18.1/CSA B125.1 (2018) Plumbing Supply Fittings

ASTM INTERNATIONAL (ASTM)

ASTM B117 (2019) Standard Practice for Operating Salt Spray (Fog) Apparatus

ASTM C1060 (2015) Standard Practice for Thermographic Inspection of Insulation Installations in Envelope Cavities of Frame Buildings

ASTM E1827 (2022) Standard Test Methods for Determining Airtightness of Buildings Using an Orifice Blower Door

ASTM E413 (2022) Classification for Rating Sound Insulation

ASTM E1996 (2017) Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes

ASTM SI10 (2016) American National Standard for Use of the International System of Units (SI):

The Modern Metric System

CONSUMER ELECTRONICS ASSOCIATION (CEA)

CEA-709.1-D (2014) Control Network Protocol Specification

CEA-709.3 (1999; R 2015) Free-Topology Twisted-Pair Channel Specification

CEA-852-C (2014) Tunneling Device Area Network Protocols Over Internet Protocol Channels

ILLUMINATING ENGINEERING SOCIETY (IES)

ANSI/IES LM-79 (2019) Approved Method: Electrical and Photometric Measurements of Solid State Lighting Products

ANSI/IES RP-1 (2012) American National Standard Practice for Office Lighting

ANSI/IES LP-1-20 (2020) Designing Quality Lighting for

SECTION 01 10 00 Page 8

People and Buildings

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE 1100 (2005) Emerald Book IEEE Recommended Practice for Powering and Grounding Electronic Equipment

IEEE C2 (2023) National Electrical Safety Code

INTERNATIONAL CODE COUNCIL (ICC)

ICC 500 (2020) ICC/NSSA Standard for the Design and Construction of Storm Shelters

ICC IBC (2021) International Building Code

ICC IRC (2021) International Residential Code

ICC IgCC (2018) International Green Construction Code

ICC IMC (2021) International Mechanical Code

ICC IPC (2021) International Plumbing Code

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO 6781 (1983) Thermal Insulation - Qualitative Detection of Thermal Irregularities in Building Envelopes - Infrared Method

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2022; ERTA 1 2021) Standard for Portable Fire Extinguishers

NFPA 101 (2021; TIA 21-1) Life Safety Code

NFPA 70 (2023) National Electrical Code

NFPA 70E (2021) Standard for Electrical Safety in the Workplace

NFPA 72 (2022; ERTA 22-1) National Fire Alarm and Signaling Code

NFPA 75 (2020) Standard for the Protection of Information Technology Equipment

NFPA 780 (2023) Standard for the Installation of Lightning Protection Systems

NFPA 90A (2021) Standard for the Installation of Air Conditioning and Ventilating Systems

NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

NRCA RoofMan (2020) The NRCA Roofing Manual

SECTION 01 10 00 Page 9

NATIONAL SECURITY TELECOMMUNICATIONS AND INFORMATION SYSTEMS

SECURITY (NSTISS)

NSTISSI-7003 (1996) Protective Distribution Systems

(PDS)

NSF INTERNATIONAL (NSF)

NSF/ANSI 58 (2020) Reverse Osmosis Drinking Water Treatment Systems

NSF/ANSI 372 (2016) Drinking Water System Components - Lead Content

PLUMBING AND DRAINAGE INSTITUTE (PDI)

PDI WH 201 (2010) Water Hammer Arresters Standard

PRECAST/PRESTRESSED CONCRETE INSTITUTE (PCI)

PCI MNL-120 (2021) PCI Design Handbook - Precast and Prestressed Concrete, 8th Edition

STEEL DECK INSTITUTE (SDI)

SDI DDM04 (2015; Errata 1-3 2016; Add 1 2015; Add 2 20162006) Diaphragm Design Manual; 4th Edition

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.8 (2017) Specifications for Standard Steel Doors and Frames

STEEL JOIST INSTITUTE (SJI)

SJI LOAD TABLES (2020) Standard Specifications Load Tables and Weight Tables for Steel Joists and Joist Girders - 45th Edition

TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)

TIA-568.0 (2020e) Generic Telecommunications Cabling for Customer Premises

TIA-568.1 (2020e) Commercial Building Telecommunications Infrastructure Standard

TIA-568.2 (2018d) Balanced Twisted-Pair Telecommunications Cabling and Components Standards

TIA-568.3 (2022e) Optical Fiber Cabling Components Standard

TIA-569 (2019e; Add 1 2022) Telecommunications Pathways and Spaces

SECTION 01 10 00 Page 10

TIA-606 (2021d) Administration Standard for Telecommunications Infrastructure

TIA-607 (2019d) Generic Telecommunications Bonding and Grounding (Earthing) for Customer Premises

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-HDBK-419 (1987; Rev A) Grounding, Bonding, and Shielding for Electronic Equipments and Facilities Volumes 1 of 2 Basic Theory

UFC 1-200-02 (2020; with Change 1, 2020; Change 2, 2022) High Performance and Sustainable Building Requirements

UFC 1-200-01 (2022) DoD Building Code

UFC 3-120-10 (2018; with Change 2, 2021) Interior Design

UFC 3-201-01 (2022) Civil Engineering

UFC 1-300-02 (2014; with Change 3, 2021) Unified Facilities Guide Specifications (UFGS) Format Standard

UFC 3-101-01 (2020; with Change 1, 2021) Architecture

UFC 3-110-03 (2012, with Change 5, 2020) Roofing

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

UFC 3-220-01 (2012; with Change 1, 2021) Geotechnical Engineering

UFC 3-301-01 (2019, with Change 1, 2022) Structural Engineering

UFC 3-501-01 (2015; with Change 1, 2019) Electrical Engineering

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

UFC 3-580-01 (2016; with Change 1, 2016) Telecommunications Interior Infrastructure Planning And Design, With Change 1

UFC 3-410-01 (2013; with Change 8, 2021) Heating, Ventilation, and Air Conditioning Systems

UFC 4-010-01 (2018; with Change 2, 2022) DoD Minimum Antiterrorism Standards for Buildings

UFC 3-530-01 (2015; with Change 4, 2019) Interior and Exterior Lighting Systems and Controls

SECTION 01 10 00 Page 11

UFC 3-401-01 (2013; with Change 1, 2015) Mechanical Engineering

UFC 3-420-01 (2021) Plumbing Systems

UFC 3-520-01 (2015; with Change 2, 2021) Interior Electrical Systems

UFC 3-320-06A (2005) Concrete Floor Slabs On Grade Subjected To Heavy Loads

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

10 CFR 430 Energy Conservation Program for Consumer Products

29 CFR 1926 Safety and Health Regulations for Construction

UNDERWRITERS LABORATORIES (UL)

UL 1449 (2021) UL Standard for Safety Surge Protective Devices

UL 96 (2016) UL Standard for Safety Lightning Protection Components

THE MASONRY SOCIETY (TMS)

TMS 402/602-16 (2016) Building Code Requirements and Specification for Masonry Structures

1.2 PROJECT DESCRIPTION

1.2.1 Project Objectives

The project objective is to design and construct a high performance sustainable building, approximately 1,343 net SF including the garage, which serves as the control house for the Ortona Lock and Dam. Work under this contract also includes a radio tower and antenna system for marine communication.

Optional work includes conduit runs to be designed and installed around the lock to the control center within this building, to support future installation of a new control system under a separate contract. Other optional work includes demolition of the existing control house after occupancy of the new control house.

It is the Government's objective that this building have a 50 year useful life. The design and construction should provide an appropriate level of quality to ensure the continued use of the facility over that time period with the application of reasonable preventive maintenance and repairs that would be industry-acceptable to a major civilian sector project owner.

The Government's intent is to install products and materials of good quality that meet industry standard average life that corresponds with the period of performance expected before a major renovation or repurpose. The design should be flexible and adaptable to possible future uses different than the current to the extent practical while still meeting the operational and functional requirements defined within. Flexibility is

SECTION 01 10 00 Page 12 achieved through design of more flexible structural load-bearing wall and column system arrangements. The site infrastructure must have at least a 50-year life expectancy with industry-accepted maintenance and repair cycles. Develop the project site for efficiency and to convey a sense of unity or connectivity with the adjacent buildings.

Requirements stated in this contract are minimums. Innovative, creative, and life cycle cost effective solutions, which meet or exceed these requirements are encouraged and may be considered as betterments if identified within the proposal. Further, the Offeror is encouraged to seek solutions that will expedite construction and shorten the schedule. The intent of the Government is to emphasize the placement of funds into functional/operational requirements. Materials and methods should reflect this by choosing the most economical Type of Construction allowed by code for this occupancy/project allowing the funding to be reflected in the quality of interior/exterior finishes and systems selected.

1.2.2 Location

The project is located at: 1217 Lock Ln, Moore Haven, FL 33471.

1.2.3 Bridging Documents

Bridging documents are provided in Attachment A and within this set of specifications. CAD drawings and SpecsIntact SEC files will be provided to the Contractor after award.

These documents convey scope and technical requirements which present the project scheme and layout, and consist of plans and specifications.

Concept drawings show floor plan layout, exterior elevation, and building sections. The Contractor must adhere to indicated building footprint and room dimensions. Room dimensions may be slightly adjusted to account for equipment sizing. Specification sections which are included within this contract must be placed in the Contractor's design package with minimal edits.

The following scope of work takes order of precedence over the bridging plans in the event of a conflict. Refer to paragraph ORDER OF PRECEDENCE in Section 01 33 16 DESIGN AFTER AWARD.

1.2.4 Section Organization

This Section is organized under 5 major "Paragraphs".

a. This paragraph, PROJECT DESCRIPTION, is intended to define the project objectives and to provide a comparison between the military facility(ies) and comparable "civilian" type buildings.

b. Paragraph SCOPE describes the scope of the project.

c. Paragraph GENERAL REQUIREMENTS provides the functional, operational and facility specific design criteria for the specific facility type(s) included in this contract or task order.

d. Paragraph APPLICABLE CRITERIA lists applicable industry and Government design criteria, generally applicable to all facility types, unless otherwise indicated in the Section. It is not intended to be all-inclusive. Other industry and Government standards may also be used, where necessary to produce professional designs, unless they

SECTION 01 10 00 Page 13 conflict with those listed.

e. Paragraph TECHNICAL REQUIREMENTS contains Standard Design Criteria, generally applicable to all facility types, unless otherwise indicated in the Section.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1. The time for completion does not include establishment of grass. Grass must be established not later than the time stated in the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1 plus the time stated for the establishment of grass.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work will be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable Contract unit or job prices as fixed and established in the Contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, repair damage to all work (including temporary construction), utilities, materials, equipment and plant to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.6 EXISTING WORK

In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

SECTION 01 10 00 Page 14

1.7 UTILITY DISRUPTIONS

Electrical and communication work resulting in interruption of service must be scheduled outside of lock operating hours which are 0700 to 1700.

As the lock provides for commercial navigation on a federal waterway, unplanned downtime is not allowed. Coordinate downtime a minimum 7 days in advance with the Government.

1.8 LOCATION OF UNDERGROUND FACILITIES

An existing utility survey is included in Attachment C. Prior to construction, scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.8.1 Notification Prior to Excavation

Notify the Contracting Officer at least 7 days prior to starting excavation work. Contact Sunshine 811 prior to excavating. Contractor is responsible for marking all utilities not marked by Sunshine 811.

1.8.2 Time Extensions For Unusually Severe Weather (31 Oct 1989)

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Clause DEFAULT (FIXED-PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.8.2.1 Schedule of Monthly Anticipated Adverse Weather Delays

The schedule of monthly anticipated adverse weather delays is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

See Section 00 33 50 WEATHER DATA to obtain MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON 5-DAY WORK WEEK. A reasonable number of anticipated weather delay work days is obtained from the average number of days per month (rounded to the nearest whole number) with precipitation greater than that indicated in Section 00 33 50 WEATHER DATA.

SECTION 01 10 00 Page 15

1.8.2.2 Contractor Responsibility

Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the Contract, record on the daily CQC report the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Include the number of actual adverse weather delay days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA (rounded to the nearest whole number), the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Clause DEFAULT (FIXED PRICE CONSTRUCTION) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.9 UNITS OF MEASURE

The standard U.S. system or the metric systems of measure may be utilized by the Contractor in the performance of work. Clearly denote which system of measure is being utilized, referenced or discussed on all survey records, official documentation, engineering data, and all correspondence, including any submittals and shop drawings. Any omission or inaccurate use of a unit of measure will not relieve the Contractor of their responsibilities under the Contract terms. The unit of measure used in this specification is the standard U.S. system. The contract drawings denote both standard U.S. system and metric system where appropriate. If no unit of measure is indicated on the drawing such as on ranges, stations, slope elevations, and distance numbers, then they are to be considered the standard U.S. system.

1.10 SCOPE

1.10.1 New Ortona Control House (Base Bid)

The building serves as a control building which houses equipment which controls operation of the lock and dam. The overarching building code is UFC 1-200-01 which has modifications and provisions to the International Building Code, however this building must also be designed as a High Performance Sustainable Building per UFC 1-200-02 , in particular Chapter

2. No verification or certification is required but the design guidelines and code requirements specified in the UFC and other codes as detailed within this specification section must be followed. Conformance with ASHRAE 90.1 - IP and ICC IgCC is required throughout the UFC's and elsewhere as identified within this contract.

The building must be structurally and architecturally designed as a hurricane storm shelter in accordance with ICC 500 Chapter 3. The structure including all openings must be inherently missile impact resistant without any additional protection required to be installed by the user, such as shutters.

Refer to the concept bridging plans in Attachment A for overall net building size and applicable room dimensions.

Base bid work includes power and control conduit for the new building and power conduits to the machine houses. Note that an optional bid item, SECTION 01 10 00 Page 16 described in the paragraph below, provides communication conduit routing between Machine Houses and around the site.

1.10.2 Option Bid Items

Optional bid work includes separate Contract Line Item Numbers (CLINs) for demolition of the existing control house, and additional spare conduit to be placed around the lock to support future capabilities. Design work for the spare conduit is a separate CLIN than construction.

There are Machine Houses in all four corners of the lock which require communications capability to support lock equipment operations. These Machine Houses are identified based on cardinal direction (Northeast, Northwest, Southeast, Southwest). Refer to Attachment F for an aerial image identifying these locations.

1.10.3 Site

Provide all site design and construction within the extents of the survey provided in Attachment C as necessary to support the new building facilities. Supporting facilities include, but are not limited to, utilities, electric service, exterior and security lighting, fire alarm systems, water, sanitary and storm sewer, and site improvements.

Maintain the construction site and haul route. Repair/replace damage to existing sidewalks, pavements, curb and gutter, utilities, and/or landscaping within the construction limit, adjacent to the construction site, and along the Contractor's haul route resulting from the Contractor's construction activities at no additional cost to the Government. Prior to construction activities, the Contractor must perform an existing condition survey. At the completion of the work, the Contractor must perform completion inspections as required per Section 01 45 04 CONTRACTOR QUALITY CONTROL paragraph COMPLETION INSPECTIONS.

Approximate area available for this facility is shown within Attachment A.

1.10.4 Government-Furnished Government-Installed Equipment (GFGI)

Coordinate with Government on GFGI item requirements and provide suitable structural support, brackets for projectors/TVs, all utility connections and space with required clearances for all GFGI items. All computers and related hardware, copiers, faxes, printers, video projectors, and TVs are

GFGI.

1.10.5 Furniture Requirements

The Government will provide and install moveable furniture after the turnover of this project. The Contractor is required to design and install cabinetry and desks as shown on the bridging plans.

1.11 GENERAL REQUIREMENTS

1.11.1 Accessibility Requirements

The building does not require compliance with ADA or ABA requirements.

1.11.2 Building Areas

Gross area of the building and all dimensions must be identical to what is

SECTION 01 10 00 Page 17 identified in the bridging plans.

1.11.3 Enclosed Spaces

The gross area includes the total area of all floors, including areas used to accommodate mechanical equipment.

1.11.4 Excluded Space

Crawl spaces; exterior uncovered loading platforms, either depressed, ground level, or raised; exterior insulation applied to existing buildings; roof overhangs and soffits for weather protection; uncovered ramps; uncovered stoops; and utility raceways must be excluded from the gross area.

1.11.5 Net Area Requirements

Net requirements for functional spaces are included in the bridging plans.

The total net area must not be less than what is indicated. Room dimensions may have slight variation at the approval of the Contracting Officer.

1.11.6 Design Requirements

Civil site work design includes all utilities, including but not limited to sanitary and storm drainage, potable water, electric, grading, and hardscape. The sanitary system must include a new lift station but may be connected to the existing septic tank and drain field. The building must be fully designed for immediate occupancy after turnover. Design work includes all necessary disciplines but is not limited to the following:

architecture, life safety, fire protection (alarm), electrical, intrusion detection, access control, mechanical, plumbing, structural, and interior design. Design requirements and work products are identified in Section

01 33 16 DESIGN AFTER AWARD.

Refer to Attachment A for approximate proposed location of new building.

The building must be positioned so that a lock operator has line of sight to the lock chamber. There must be a minimum 50 foot setback from the lock chamber, as there are structural tie-back anchors supporting the lock walls. Final position of lock house to be determined during design charrette and through interim design submission process.

1.11.7 Lock House Power and Control Conduit (Base Bid)

All conduit within this paragraph must be shown as part of the building design package. Refer to Attachment A for a concept site plan. All conduits must be PVC schedule 80 buried 36 inches below grade with detectable magnetic marker tape including warning tape buried at 18 inches below grade. Furnish empty conduits with pull strings.

Instrumentation wiring must be separated from power wiring. Minimum separation distance allowed between power wiring conduit and instrumentation wiring conduit must be 12 inch. Power wiring conduit must only cross instrumentation wiring conduit perpendicularly at right angles with 6" vertical separation. All conduit penetrations through walls must be sealed appropriately.

SECTION 01 10 00 Page 18

1.11.7.1 Power Conduits

a. Provide an electrical pull-box located at outside wall of new building, approximately 3 feet from wall.

b. Provide a second electrical pull-box located at outside wall of new building, approximately 3 feet from wall. Provide six 4-inch conduits from the slab of the electrical room to the electrical pull-box.

Provide conduits with a pull string and cap for future use.

1.11.7.2 Communication Conduits

a. Provide a telecommunications pull-box located at exterior wall of new building, approximately 3 feet from wall. Provide four 2-inch conduits from the base of the new radio antenna to the telecommunications pull-box. Three conduits must be empty with a pull string and cap for future use. One conduit must include wiring for the antenna to the radio tower, to be installed by contractor.

b. Provide a pull-box located approximately 3 feet from current Internet Service Provider (ISP) demarcation at the existing building. Provide two 2-inch conduits from this pull-box to telecommunications pull-box mentioned in item a. above. Conduits must be spare with a pull string and cap. Internet Service Provider (ISP) to install new connection to new building.

c. Provide two 2-inch conduits from the telecommunications rack to telecommunications pull-box mentioned in item a. above. Conduits must be spare with pull string and cap. Contractor to coordinate with ISP for servicing to new building.

d. Provide a telecommunications pull-box located adjacent to power pull-box mentioned in item b. within subparagraph POWER CONDUITS above. Provide six 2-inch conduits from this telecommunications pull-box to interior of electrical room. Conduits must be spare with pull string and cap.

1.11.7.3 Conduits from the Control Building to the Machine Houses

All conduit within this paragraph must originate from the new building's operator station to machine houses located at the corners of the lock.

Where conduit runs to a machine house, penetrate through wall with LBs approximately 18 inches above grade.

a. From new building's electrical pull-box mentioned in item b. within subparagraph POWER CONDUITS above, provide two 4-inch conduits for power to the NW Quad Machine House.

b. From the new building's electrical pull-box mentioned in item b.

within subparagraph POWER CONDUITS above, provide two 4-inch conduits for power to the NE Quad Machine House.

1.11.8 Existing Control House Demolition (Option CLIN)

Demolish the existing lock control house after occupancy of the new building. Allow 10 calendar days beyond the Beneficial Occupancy Date (BOD) for the Government to relocate furniture and other equipment.

Demolition may begin 11 days after BOD.

SECTION 01 10 00 Page 19

Demolition includes removal of all electrical wiring and conduit back to source in the generator building adjacent to the existing control house.

Remove waterline and cap within 12 inches of main. Remove lift station and plumbing piping to septic system. The tank and drain field will be reused for the new building. Refer to Attachment D for Asbestos Containing Material and Lead Based Paint Survey Report.

Staircase and sidewalks providing access from parking lot to lock wall must remain in place.

1.11.9 Machine House Communication Conduits (Option Bid CLIN)

Refer to Attachment F for more information.

a. Install and mount per manufacturer specifications four (4) stainless steel control boxes (NEMA 4X 36 x 36 x 12 inches), one in each equipment house at all four Machine Houses of the lock.

b. Install and mount per manufacturer specifications one (1) stainless steel control box NEMA 4X 36 x 36 x 12 inches), located in the new lock control building.

c. Install one 1-1/2 inch PVC-coated rigid conduit with stainless steel strut and strap system attached to the outside sidewall to meet NEC requirements for placement between equipment house control box in NE Machine House to NW Machine House.

d. Install one 1-1/2 inch PVC-coated rigid conduit with stainless steel strut-and-strap system attached to the outside sidewall to meet NEC requirements for placement between equipment house control box in SE Machine House to SW Machine House.

e. Install two 1-1/2 inch PVC-coated rigid conduit buried between equipment house control box in NW Machine House to the new lock control building.

f. Install, terminate and test 12 strand 62.5mm fiber within appropriate submarine cable between equipment house control box in SW Machine House to NW Machine House.

1) Route cable through existing cable tray. Refer to Appendix F for proposed location. Route cable to protect against boats by running behind the embedded stairwell. Coordinate submarine cable location with the Government along the upper sector gate sill.

g. Install two appropriately sized stainless steel boxes on each side of the lock next to the larger enclosure capable of housing a mounted typical fiber optic termination board.

1) Install one 2 inch PVC-coated rigid conduit between the fiber termination box and the larger (NEMA 4X 36 x 36 x 12 inches) as close as possible depending on available space on each side.

Conduits must not be side-mounted on the inside face of the lock chamber due to threat of damage from boat traffic. Conduit placement must not impact lock gate movement, must not create a tripping hazard, and must not impact operations.

Schematics of routing have been included in Appendix F. Contractor must

SECTION 01 10 00 Page 20 consider final routing of conduits, locations, and securing/fastening methods as part of the design.

All hardware, enclosures, couplers, and connectors, include grounding bushings on all box connectors, must be stainless steel. Use PVC-coated rigid conduits aboveground, unless otherwise noted. Use PVC Schedule 80 for embedded or buried conduit, unless otherwise noted. All conduit must be duct sealed, labeled and have pull strings. Use appropriate conduit transition fittings between embedded or underground conduits and exposed conduits.

Instrumentation wiring must be separated from power wiring. Minimum separation distance allowed between power wiring conduit and instrumentation wiring conduit is 12 inches. Power wiring conduit must only cross instrumentation wiring conduit perpendicularly at right angles with 6 inches separation.

1.11.10 Site Functional Requirements

The following site design requirements are applicable:

a. PRIVATELY OWNED VEHICLES (POV) PARKING. Not required.

b. EXTERIOR LIGHTING. Include exterior site lighting throughout the new driveway area and on the exterior of the building.

1.11.11 Site And Landscape Requirements

a. A site utility and topography survey has been performed by the Government and furnished to the Contractor. Refer to Attachment C.

Verify completeness of this information as part of the bidding process. Any lacking information must be performed at the Contractor's expense.

b. For civil work, extend rigid pavement from the existing access road to the new building's garage. Maintain sufficient clearance between the new and existing buildings. Do not block the vehicular path or impede the ability for vehicles to access the existing generator room's garage. Include a concrete sidewalk with staircase to the entrance door from the driveway, and another staircase with rigid pavement extension from the rear of the building down to the lock wall.

Staircases must be concrete. Include anodized aluminum handrail.

Include all necessary grading at a 5% slope away from the building for a minimum 10 feet. Include all utility connections, including but not limited to, water, sanitary, and storm sewer. Refer to UFC 3-201-01 for further civil design requirements.

c. All disturbed areas must be sodded following requirements within Section 32 92 23 SODDING.

1.11.12 Architectural Requirements

1.11.12.1 Exterior Architecture

1.11.12.1.1 Walls

The exterior must be an ultra-high impact resistant EIFS system, designed in accordance with ICC 500 and UFC 1-200-02 , Paragraph 2. Refer to Section 07 24 00 EXTERIOR INSULATION AND FINISH SYSTEM for further requirements.

SECTION 01 10 00 Page 21

1.11.12.2 Roof Covering

Provide white PVC covering as specified in Section 07 54 19

POLYVINYL-CHLORIDE ROOFING.

1.11.12.3 Roof Access

Provide an aluminum wall mounted vertical ladder to roof with anti-climb security door.

1.11.12.4 Exterior Doors

Provide aluminum doors with minimum 36 inch width. Doors must be outswing.

Include half-lites with Low-E glazing. Glazing must meet requirements of UFC 4-010-01 Section 3-11.1 Doors must be missile impact resistant in accordance with ICC 500 . Doors must pass ASTM E1996 Missile Level E Wind Zone 3 (Enhanced Protection). Provide a factory high-performance organic coating meeting AAMA 2604 with a minimum dry film thickness of 1.2 mils.

Finish color to be selected from manufacturer's standard range of color options. Include Section 08 11 16 ALUMINUM DOORS AND FRAMES within design package.

Provide concrete overhangs over exterior doors as indicated on bridging plans.

1.11.12.5 Door Hardware

The Government will provide SFIC 7-pin Schlage key cores for use in exterior door locks. Use cylinders which are compatible with said cores.

Use Security Grade 2 mortise locks with lever handles. Include closers.

1.11.12.6 Interior Doors

Interior doors must be solid-core wood doors with metal frame. Door and frame color to be proposed by designer.

1.11.12.7 Overhead Door

Provide insulated and electrically operated overhead coiling door for access to the garage in size as shown in bridging plans. The door must be missile impact resistant per ICC 500 . Doors must pass ANSI/DASMA 115 for cyclic wind and impact testing. Provide steel with both galvanneal and PVDF coating that exceeds 1,000 hour salt spray testing per ASTM B117.

Color to be proposed by designer but Government reserves the right to choose from manufacturer's standard color choices.

1.11.