B171_Roof_Replacement_Task_Order_SOW_29Feb16.pdf

DLA B171 Roof Replacement & Lightning Protection W912EP‐16‐R‐0001‐0001 NAS Jacksonville, Florida

TASK ORDER SCOPE OF WORK

FOR BUILDING 171 ROOF REPLACEMENT & LIGHTNING PROTECTION

DEFENCE LOGISTICS AGENCY (DLA),

NAVAL AIR STATION (NAS), JACKSONVILLE, FLORIDA

1. References: This scope of work is to be issued as Task Order 0001 under the solicited Single Award

Task Order Contract (SATOC) W912EP‐16‐R‐0001. From henceforth in this scope of work, the U.S.

Army Corps of Engineers, Jacksonville District shall be referred to as “Government” and the Design‐ Build firm, as identified in W912EP‐16‐R‐0001, shall be referred to as “Contractor.”

2. Objectives: This task order is issued to obtain design‐build (design and construction) services to demolish and replace the roofing system and installation of a lightning protection system for DLA Building 171 at NAS Jacksonville. All work shall be performed as a task order to and in accordance with the SATOC base contract. The award for design and construction services under this scope of work will be limited to the services identified in the specific contract line item as awarded in the task order and any subsequent modifications.

3. Project Description: Furnish all engineering design and analysis, labor, material, equipment, incidentals, supervision and transportation for work required to:

‐ Remove and lawfully dispose of the existing warehouse roofing system down to existing metal roof deck, gutters and downspouts, and exterior roof access ladders.

‐ Install a new 2‐ply styrene‐butadiene‐styrene (SBS) modified bitumen roof system, gutters and downspouts, exterior roof access ladders, and grounding and lightning protection system for

DLA Building 171 NAS Jacksonville, FL.

Perform design‐build activities in accordance with the SATOC Contract. Refer to Appendix “A” to this Scope of Work for a detailed description of requirements. The proposed location and existing roof layout is shown on drawings provided in Appendix “A”.

4. Performance Period: Proceed with all efficiency upon receipt of the Design Notice to Proceed (NTP) and complete the requirements of this task order within the performance period. Task Order award constitutes the Design NTP. Notice to commence construction will be issued by the Contracting Officer (KO) upon satisfactory completion of the design for conformance with contract requirements and acceptance of all necessary pre‐construction submittals including payment and performance bonds:

a) Post award site visit shall be scheduled within 7 calendar days of issuance of NTP.

b) Payment and performance bonds within 10 days of task order award.

c) Deliverables as outlined in Submittals.

d) Total performance period 300 calendar days (consisting of 120 calendar days from Task

Order Award (Design NTP) to Construction NTP, and 180 calendar days from Construction NTP until completion).

5. Contractor Requirements:

A. Phasing of work:

Yes, refer to Appendices.

No

The Contractor will be responsible for keeping the adjacent traffic ways clear of debris.

USACE Contracting Officer’s Representative (COR) will identify the lay down area during the site visit. A dig permit will be required from the NAS Jacksonville Public Works Department if holes or trenches are to be excavated. The Contractor shall obtain this permit and coordinate all permitting activities with the USACE COR.

6. Applicable Wage Rates: FL150013 05/01/2015 FL13, see Appendix for full document.

7. Applicable Division 01 Sections and Paragraphs for this Task Order: Sections not listed below are not a requirement of this task order.

Section 01 08 00 DESCRIPTION/SPECS/WORK STATEMENT

Section 01 30 00 ADMINISTRATIVE PROCEDURES

Section 01 32 01.10 PROJECT SCHEDULE (ALTERNATE)

CD containing the project schedule required Narrative report required Network diagram required

Develop a design and construction schedule after conducting interviews with personnel affected by the project. Include all significant events: design submittals, initial design conference, pre‐construction conference, permit applications submittal and estimated receipt, demolition and construction activities and all close‐out requirements into the schedule.

Section 01 33 00 SUBMITTAL PROCEDURES

Prepare written minutes of all design review meetings, preconstruction meetings, site visits, etc.

and provide them to the Government within two (2) working days of date of meeting. In each design submission, incorporate all material specified and all revisions according to comments made by the Government. In addition to submittal procedures required by the base contract, the ProjNet DrChecks on‐line database system shall be utilized for each fourteen (14) calendar day Government review to enter and track all comments, designer responses, and final closeout of each review phase.

In addition to submittal procedures required by the base contract, provide all submittal documents electronically as Adobe Acrobat (*.pdf), or similar alternate format if approved by the KO, on Compact Disk digital storage media. Additionally, submittals shall be clearly titled, combined into one zip file and uploaded to the following AMRDEC site:

https://safe.amrdec.army.mil/safe/ with a corresponding email identifying the file name and time/date of upload. Provide a written submittal letter to the KO listing the documents submitted with each review.

Develop a design to accomplish work as outlined in the Project Description and Appendices.

Deliver design submittals for Government review in accordance with Division 01 Specification Section 01 33 16 DESIGN AFTER AWARD, and Tables 1‐1 and 1‐2.

Submittal Distribution: In accordance with the duration dates shown in Table 1‐1, provide the number of copies of submittal items to each point of contact indicated in Table 1‐2.

Except for final certified drawings, which shall clearly state in bold lettering “FINAL CONSTRUCTION DOCUMENTS”, all drawings and specifications submitted shall clearly state in bold lettering “NOT FOR CONSTRUCTION”

DD Form 1354 Transfer of Real Property is NOT Required.

Table 1‐1: Design Submittal durations

Submittal Description Duration (Provide No Later Than, All days are calendar days)

Initial Pre‐Design Site Visit 7 days after Task Order (TO) award

Schedule and Site Visit Report 14 days after TO award

Quality Control, Site Safety Plan 30 days after TO award

100% Design Submittal: Drawings, Specifications, Submittal Register, Permits.

Drawings shall clearly state in bold lettering:

“NOT FOR CONSTRUCTION”

As determined by Contractor’s schedule within the performance period

100% Design Review Conference 22 days after 100% Final Design submittal

(includes 14 days Government review, 7 days

Designer review and comment resolution, and 1 day design review conference).

Final Design Submittal: Drawings shall clearly state in bold lettering: “FINAL CONSTRUCTION

DOCUMENTS” and be signed and sealed by a licensed professional engineer. Engineer shall provide discipline for which license was issued.

7 days after 100% Final Design review conference

Final Design Review 7 days after corrected final design submittal

Close Out Documentation: Construction

Warranties and As‐Built Drawings

7 days after Beneficial Occupancy Date

DLA B171 Roof Replacement W912EP‐16‐R‐0001‐0001 NAS Jacksonville, FL

Table 2. Submittal Distribution List Agency / # of Copies AGENCY

ITEM A B C D E F G H I

SCHEDULE AND SITE VISIT REPORT 1 1 0 A. US Army Corps of Engineers – Jacksonville District

Attn: CESAJ‐EN‐DC: ETL | Mr. Cavaughn Benjamin, P.E.

701 San Marco Blvd | Jacksonville, FL 32207 | 904‐232‐1472|

Cavaughn.D.Benjamin@usace.army.mil

(Provide Electronic Submittals in addition to standard format submittals)

QUALITY CONTROL AND SITE SAFETY PLAN (project specific updates) 1 1 0

INITIAL DESIGN CONFERENCE MINUTES 1 1 2

100% DESIGN

Annotated Action List from Initial Design Conference 1 1 1

Drawings (electronic with 11” x 17” half‐size prints) 2 1 2

Drawing (electronic with 22” x 34” full size prints) 0 1 2

Specifications (with Submittal Register) 1 1 2

Design Analysis & Permits 1 1 2

100% Design QC Review Certification 1 1 2

MINUTES OF 100% DESIGN REVIEW CONFERENCE 1 1 2

FINAL DESIGN SUBMITTAL

Annotated Review Comments 1 1 1 B. US Army Corps of Engineers – Jacksonville District

Attn: Project Engineer | Mr. Benjamin D. Redmon

4070 Boulevard Center Drive, Suite 2001 | Jacksonville, FL 32207

904‐446‐7424 | Benjamin.D.Redmon@usace.army.mil

(Provide Electronic Submittals in addition to standard format submittals)

Drawings (electronic with 11” x 17” half‐size prints) 1 1 2

Drawings (electronic with 22” x 34” full‐size prints) 0 1 2

Specifications (with Submittal Register) 1 1 2

Final Design QC Review Certification 1 1 2

CD containing all design documents 1 1 2

Closeout Documentation 0 1 2

C. Defense Distribution Depot

Attn: Facilities Manager | Mr. Joseph DeCristofaro

US Naval Air Station | DLA Distribution

P.O. Box 103 | Jacksonville, FL. 32212

904‐542‐0183 | joseph.decristofaro@dla.mil

(Provide Electronic Submittals in addition to standard format submittals)

Section 01 33 16 Design After Award

Perform design by a registered professional engineer. All completed design documents are required to be signed, dated, and sealed by the Designer of Record.

Design must consider applicability of current editions of International Building Code (IBC), Florida Building Code (FBC), and National Fire Protection Associations (NFPA), NFPA 70 National Electric Code (NEC). In all circumstances, the most stringent requirement of applicable design code shall apply.

Complete design and construction in conformance with, as a minimum, to the following criteria and standards:

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1‐200‐01 General Building Requirements UFC 1‐300‐07A Design Build Technical Requirements

UFC 1‐900‐01 Selection of Methods for the Reduction, Reuse and Recycling of Demolition Waste UFC 3‐101‐01 Architecture UFC 3‐110‐03 Roofing UFC 3‐110‐04 Roofing Maintenance and Repair

UFC 3‐301‐01 Structural Engineering UFC 3‐310‐04 Seismic Design for Buildings UFC 3‐400‐02 Engineering Weather Data UFC 3‐501‐01 Electrical Engineering UFC 3‐520‐01 Interior Electrical Systems UFC 3‐550‐01 Exterior Electrical Power Distribution UFC 3‐560‐01 Electrical Safety UFC 3‐575‐01 Lightning and Static Electricity Protection Systems UFC 3‐600‐01 Fire Protection Engineering for Facilities UFC 4‐030‐01 Sustainable Development

Copies of Federal and military specifications, standards, and handbooks are available from the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402‐0001)

CODE OF FEDERAL REGULATIONS (CFR)

U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(OSHA)

29 CFR 1910 – General Industry, OSHA Safety and Health Standards (29 CFR 1910)

(Application for copies should be addressed to the Superintendent of Documents, U.S.

Government Printing Office, Washington, DC 20402‐0001)

NATIONAL ELECTRICAL SAFETY CODE (IEEE C2) CURRENT EDITION

USACE EM

EM 381‐1‐1 Safety and Health Requirements Manual

Section 01 35 13 SPECIAL CONTRACT REQUIREMENTS

1.1 Haul Routes

1.2 Installation Regulations

Comply with all Regulations of the Commander, Naval Air Station Jacksonville.

1.3 Encounters with Contamination

Building 171 at NAS Jacksonville have Category II non‐friable asbestos‐containing material (ACM) that were identified within the exterior stucco walls and expansion joints.

Enclosed to this task order statement of work includes a report on the targeted inspection and sampling of suspect asbestos‐containing materials identifying the locations and descriptions of the ACM at Building 171.

1.4 Construction Schedule Restraints

Coordination, notifications, reports, and information contacts shall be made to the USACE COR for further coordination. The Contractor shall not contact DLA disposition representatives directly, except as coordinated in advance with the USACE COR.

1.4.1 Occupancy: The facility will will not be occupied during construction.

1.4.2 Protection

1.4.3 Phasing and Sequence

1. Coordinate construction activities with other General Contractors that are currently working in other areas of the building.

2. Coordinate all utility and equipment outages in accordance with the base contract to reduce impact on DLA operations.

1.4.4 Time of Performance: 0700‐1530 Monday‐Friday (excluding Federal holidays)

1.4.5 Outages

1.4.6 Continuity

1.4.7 Excavation Permits

1.4.8 Road/Railroad Closures

1.4.9 Construction Debris

1.4.10 Existing Features (Civil Works)

1.4.11 Unforeseen Conditions

1.4.12 Damages

1.4.13 Mowing

1.9 Salvageable and Repairable Materials

All removed materials subject to contamination shall be decontaminated and removed from the site and disposed of off post at no additional cost to the Government.

Large articles shall be removed from the worksite as they are disconnected or demolished. Rubbish and debris shall be removed from the site on a daily basis or retained in containers.

Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

Site Safety & Health Officer (SSHO)

Minimum five (5) years of construction industry safety experience. If the individual possesses a Third‐Party, Nationally Accredited (ANSI or National Commission for

Certifying Agencies – NCCA) SOH‐related certification, only four (4) years of experience is required. The SSHO is required to have completed the 30‐hour OSHA General Industry safety class.

FAR 52.236–13 Accident Prevention: (c) If this contract is for construction or dismantling, demolition or removal of improvements with any Department of Defense agency or component, the Contractor shall comply with all pertinent provisions of the latest version of U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385–1–1, in effect on the date of the solicitation.

Section 01 45 04 CONTRACTOR QUALITY CONTROL (CQC)

Quality Control System (QCS) required

CQC Manager: Minimum five (5) years quality control related work with at least three

(3) years experience on similar type projects. Superintendent may not perform duties of CQC Manager. SSHO may not perform duties of CQC Manager.

Superintendent: Minimum 10 years construction related work with at least five (5) years experience supervising similar type projects. Superintendent may perform duties of SSHO.

Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES

Project Sign is not required.

Section 01 57 20 ENVIRONMENTAL PROTECTION

Provide all submittals, notifications, coordination, and reports to the USACE COR for further coordination. The Contractor shall not contact DLA organization personnel directly except as coordinated in advance with the USACE Contracting Officer’s Representative.

Contractor shall utilize Building 171 Asbestos and Lead‐Based Paint Assessment reports dated

January 30, 2015 and October 6, 2015 during design preparation to ensure necessary precautions are taken if any asbestos material or lead paint is disturbed.

Section 01 62 35 RECYCLED/RECOVERED MATERIALS

Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

Section 01 78 02 CLOSEOUT SUBMITTALS

Include electronic copies of all closeout submittal documentation in their native file format and as portable document format (PDF) file format. Prepare the CAD drawing files in AutoCAD Release 2013 format compatible with a Window 7 operating system.

Section 01 78 23 OPERATION AND MAINTENANCE DATA

Include O&M data for all construction materials used and installed systems and equipment.

8. Government Furnished Items/Work:

Yes, Reference Specification Section No

9. Interface with Government Personnel: Contractor shall submit requests for information via Bidder

Inquiry per‐award and RMS post‐award. Access to and from the site will be coordinated with the USACE Construction POC.

USACE Construction POC: Benjamin D. Redmon 904‐446‐7424 Benjamin.D.Redmon@usace.army.mil

USACE Technical POC: Cavaughn D. Benjamin, P.E.

904‐232‐1472 Cavaughn.D.Benjamin@usace.army.mil

10. Liquidated Damages: If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $560.00 for each calendar day of delay until the work is completed or accepted. Refer to FAR 52.211‐12.

11. Site Visit/Meeting: Prior to the submission of any offers, the contractor may conduct a site visit to become familiar with the project requirements. See Clause 52.236‐27 SITE VISIT (CONSTRUCTION) in Section 00100.

Location: Building 171, NAS Jacksonville, Jacksonville, FL. Contractor may contact Benjamin Redmon at the USACE North Florida Area Office, at 904‐446‐7424 to schedule site visit within (3) three days after receipt of RFP.

12. Warranty: Provide a minimum of one (1) year construction warranty on all materials and workmanship from the date of the Government's acceptance of the work in addition to the manufacturer's standard warranties. See Clause 999.236‐4064 WARRANTY OF CONSTRUCTION WORK‐‐DESIGN‐BUILD CONTRACT in Section 00800.

In addition, provide a twenty (20) year, no dollar limit water tightness warranty for the roofing system.

13. Appendix:

A. Plans and Specifications B. Line Item and Pricing Schedule C. Wage Rates Determination D. SECNAV5512/1 Access Request Form E. Dig Permit Application F. DDJF Report of Targeted Inspection and Sampling of Suspect Asbestos‐Containing

Materials and Targeted Visual Observations of Suspect Hazardous/Regulated Building Materials dated 30 January 2015

G. Asbestos Bulk Material Sampling Report Buildings 109 & 171, dated 6 October

H. Florida State Historic Preservation Officer, DHR Project File No.: 2015‐4651, dated 29 September 2015

END OF SCOPE OF WORK

APPENDIX A

Plans and Specifications

DLA B171 Roof Replacement & Lightning Protection W912EP-16-R-0001 Naval Air Station (NAS) Jacksonville, Florida

SECTION 00 33 50 Page 1

SECTION 00 33 50

WEATHER DATA

PART 1 GENERAL

1.1 Project Location

The project is located at latitude 30 degrees 12' N, 81 degrees 42' W.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK

DAYS BASED ON 5-DAY WORK WEEK

The average number of days in each calendar month with rain equal to, or greater than, 0.5 inches is provided for the project area in the following table. This information is based on data obtained from the NOAA rain gage located closest to the project area, in Jacksonville Beach, Florida, located at latitude 30.2875 and longitude -81.3928. The data were obtained from Climatography of the United States No. 20, Climatic Summaries for Selected Sites in Florida publications by the National Climatic Center, NOAA, for the period of record from 1981 through 2010.

Average Number of Days per Month with Precipitation >= 0.50 Inches

It shall be the contractor's responsibility to obtain information concerning weather conditions in the project area. Reference is made to the National Oceanic and Atmospheric Administration (NOAA). The 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 are available from the National Climatic Data Center, Federal Building, Asheville, North Carolina 28801.

1.1.1 Weather Condition

The project area is subject to tropical storms and hurricanes from June through November, and to windy and/or rainy weather during any time of the year. The climate of the area is essentially subtropical, and temperatures below freezing are infrequent. The wet season in the project area is from May through October. Rainfall during these months is closely associated with convective activity. These rainfall events are normally of short duration and amounts are spatially variable. In general, the winter months constitute the dry season. Rainfall during the winter months is usually associated with mid-latitude systems (fronts and low pressure systems) and is distributed in a more spatially uniform pattern. Occasionally, daily rainfall in the dry season can be quite heavy as mid-latitude systems penetrate into Florida.

Dangerous thunderstorms can occur in this area at any time of the year.

Weather forecasts as well as actual rainfall information from the National Weather Service Jacksonville-North Florida forecast office can be accessed at: hhtp://www.srh.noaa.gov/jax/.

Gage Name

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

Jacksonville Beach

2 2 3 2 2 3 3 4 4 3 2 2

SECTION 00 33 50 Page 2

1.2 LOCAL CONDITIONS

For the project area, the climate is essentially subtropical, marine.

Temperatures below freezing are rare. It shall be the contractor's responsibility to obtain information concerning rain and wind. Reference is made to 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, Patton Avenue, Asheville, North Carolina 28801-5001. NOAA also has an internet information page at: http//www.ncdc.noaa.gov/.

1.3 PUBLICATIONS

The following publications include wind and wave information and are available for review in the Jacksonville District Office or can be purchased from the agencies indicated:

a. U.S. Coast Pilot Volume 5, Atlantic Coast: Gulf of Mexico, Puerto Rico, and Virgin Islands, U.S. Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts. It also provides miscellaneous meteorological data. This publication is available through NOAA.

b. Gulf of Mexico Hindcast Wave Information, Wave Information Studies of U.S. Coastlines, WIS Report 18, Waterways Experiment Station, May 1989. This report presents wave hindcast summaries at various locations throughout the Gulf of Mexico, including several stations located offshore of the Tampa Bay and Manatee County areas. Available data includes wave height, period, and direction tables for the 20-year period extending from 1956-75. This report also includes summary wind and wave rose diagrams, summary tables of mean wave heights by month and year, largest wave heights by month and year, and a table of extreme wave events based on data from the 20-year hindcasts. The data contained in this report excludes the effects of tropical disturbances and hurricanes. This publication is available from National Technical Information Service, 5285 Port Royal Road, Springfield, Virginia 22161. An updated hindcast has been completed for locations throughout the Gulf of Mexico for the 20-year period extending from 1976-95. This updated data set includes the effects of tropical disturbances and hurricanes. Time series listings of wave data for both 20-year periods and some summary information are available at the Wave Information Study website:

http://chl.wes.army.mil/research/wave/wavesprg/numeric/wgeneration /wisdata.

c. National Data Buoy Center (NDBC) Website. This Internet website provides a wide range of real-time and archived meteorological and oceanographic data collected at offshore and near shore stations worldwide. Data provided on this website

SECTION 00 33 50 Page 3 includes wind speed, wind gusts, atmospheric pressure, air temperature, sea temperature, wave height, and wave period. Gage readings are updated hourly, and archived data is available for most stations. The website address for data relevant to this project site is: http://www.ndbc.noaa.gov/Maps/Florida.shtml.

U.S. DEPARTMENT OF COMMERCE NATIONAL OCEANIC

AND ATMOSPHERIC ADMINISTRATION

NATIONAL OCEAN SERVICE

The National Oceanic and Atmospheric Administration (NOAA) publication entitled Local Climatological Data - Monthly Summary contains wind, rain, and temperature data for the Daytona Beach Airport, Florida. The subscription price and ordering information is available from the National Climatic Data Center, Federal Building, Asheville, North Carolina 28801. NOAA also has internet information page at:

www.ncdc.noaa.gov

Weather forecast as well as actual rainfall information from the national Weather Service Jacksonville, Florida forecast office can be accessed at:

http://www.srh.noaa.gov/jax/.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

Building 171 Roof Replacement Naval Air Station (NAS) Jacksonville Jacksonville, Florida

SECTION 01 11 00 Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

11/20

1.1 REFERENCES

1.2 DEFINITIONS

1.3 SUBMITTALS

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

1.4.2 Project Location

1.4.3 Project Scope

1.4.4 Architectural Requirements

1.4.4.1 Qualifications

1.4.4.2 General

1.4.4.3 Demolition

1.4.4.4 New Roof Replacement System

1.4.4.5 Gutter and Downspouts

1.4.4.6 Roof Access Ladders

1.4.5 Environmental Requirements

1.4.6 Electrical Requirements

1.4.6.1 Lightning Protection System

1.4.6.2 Electrical Power Distribution and Protection

1.4.6.3 Grounding

1.5 LIST OF ATTACHMENTS

1.6 WORK RESCHEDULING

1.7 OCCUPANCY OF PREMISES

1.8 EXISTING WORK

1.9 ON-SITE PERMITS

1.9.1 Utility Outage Requests and Utility Connection Requests

1.9.2 Excavation and Welding Permits

1.10 LOCATION OF UNDERGROUND UTILITIES

1.10.1 Notification Prior to Excavation

SECTION 01 11 00 Page 2

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

NOT USED

-- End of Section Table of Contents --

SECTION 01 11 00 Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/11

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.

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for

Sustainability Relative to the Performance of Buildings

GREEN BUILDING INITIATIVE (GBI)

GBI/ANSI 01 (2010) Green Building Assessment Protocol for Commercial Buildings

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System (FEMP)

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (2009) Leadership in Energy and

Environmental Design(tm) New Construction Rating System

Unified Facilities Criteria (UFC)

International Existing Building Code (IEBC2012)

Florida Building Code 5th Edition (FBC2014)

Florida Building Code-Existing Building 5th Edition (FBC2014)

ASCE 7-10: Minimum Design Loads for Buildings and Other Structures

ASCE 41: Seismic Evaluation and Retrofit of Existing Buildings

International Fire Code (IFC)

OSHA SECTION 1926.1053: Ladders

NFPA 1 ‐ Fire Code

NFPA 13 ‐ Standard for the Installation of Sprinkler Systems

NFPA 72 ‐ National Fire Alarm and Signaling Code

Life Safety Code

International Property Maintenance Code

SECTION 01 11 00 Page 4

Definitions pertaining to sustainable development are as defined in ASTM E2114 and as specified.

A. “Environmentally preferable products” have a lesser or reduced effect on the environment in comparison to conventional products and service. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

B. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

C. "Operational performance" is the functional behavior of the building as a whole or of the building components.

D. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 SUBMITTALS

The Contractor is not required to utilize SpecsIntact and the Unified Facilities Guide Specifications (UFGS). However, the design shall conform to Unified Facilities Criteria (UFC) and industry standards for format and content as established by the Construction Specifications Institute (CSI) Manual of Practice.

The Contractor shall submit shop drawings, samples, manufacturer’s data, certificates, test reports and other items to the Government per the submittal register included as Appendix A. The submittal register is based on the 15% design drawings and Summary of Work and may not include all of the submittals required by the approved final design.

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. An "S" following a submittal item indicates that the submittal is required for the Sustainability Notebook to fulfill federally mandated sustainable requirements in accordance with 01 33 29 SUSTAINABILITY REPORTING. Submittals shall include data such as R-values for roof insulation, VOC content for paints, coatings, or adhesives, or recycled content in proposed materials. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Work phasing plans Utility Outage Requests Utility Connection Requests Excavation Permits Welding Permits

SECTION 01 11 00 Page 5

SD-07 Certificates

Energy Performance Rating

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

Building No. 171 is a 101,500 square-foot DLA warehouse located on the flight line at Naval Air Station (NAS) Jacksonville. The building is a one-story masonry building originally built in the 1940s. The building enclosure consists of a steel joist and wood purlin roof framing system on an interior structural steel framing system (wood purlins with wood bracing and galvanized steel rafters with masonry non-load bearing exterior walls).

The overall building is divided into 3 sections via brick masonry firewalls that extend through the roof and are flashed with asphaltic roofing membrane and capped with metal coping. The building also has a full length cantilevered canopy on the west elevation and 2 canopies on the east elevation supported by double angle steel stringers. The roof and canopies are covered by multi-ply modified bitumen roof systems. The warehouse roof is a low slope roof which sheds water to a gutter and downspout system. The downspouts penetrate the canopy roofs below. The canopies slope from the exterior edge toward the warehouse and drainage is provided via a sloped roof surface to roof drains. The drain pipes penetrate the canopy ceiling then connect to the warehouse downspouts below.

1.4.2 Project Location

The work shall be located at Building 171, Naval Air Station (NAS) Jacksonville, Florida. See Location map on cover sheet of drawings.

1.4.3 Project Scope

The Contractor shall be responsible for the full design and construction of the roof replacement for Building 171. The contractor shall submit the Design After Award submittals at 100% Design. All aspects of the design shall be signed and sealed by a Registered Professional Architect, Registered Professional Engineer, or other registered professional licensed by the State of Florida. Fast tracking of the design is not required.

Section 01 33 16 DESIGN AFTER AWARD contains additional requirements for the Design and Construction submittals.

The scope of work for this project is for the removal and lawful disposal of the existing warehouse roof system down to existing metal roof deck, inspection of the deck for possible repair or replacement and/or addition of attachment fasteners, and the installation of a new 2-ply SBS modified roof system.

Roof replacement shall include all new metal copings and flashings for existing parapet and firewalls, replacement of existing gutters and downspouts, replacement of roof edge wood blocking at eaves, and replacement of flashing for any rooftop equipment to remain. Wood nailers and blocking are to remain unless deemed to require replacement.

Intermediate X-bracing of the 2x6 rafters shall be repaired/replaced where damaged or missing. Wood ledgers and nailers shall be repaired if damaged.

SECTION 01 11 00 Page 6

Additionally, replace two existing roof access ladders and with new ladders to comply with current code requirements. Provide 7’-6”H locking security panels on lower portion of ladders.

1.4.4 Architectural Requirements

1.4.4.1 Qualifications:

Historic Architect

A Historic Architect is required. The Historic Architect shall have a professional degree in architecture or a State license to practice architecture, plus one of the following:

1) A minimum of one year of graduate study in architectural preservation, American architectural history, preservation planning, or closely related field; or

2) A minimum of one year of full-time professional experience on historic preservation projects. Such graduate study or experience shall include detailed investigations of historic structures, preparation of historic structures research reports, and preparation of plans and specifications for preservation projects.

The Historic Architect shall also meet the Secretary of the Interior Standards for Historic Architecture. The Contractor shall coordinate and provide design submittals to the Florida State Historic Preservation Office. All work performed will be consistent with the Corps consultation with the Florida State Historic Preservation Officer (SHPO). The contractor shall meet all conditions and requirements specified by the SHPO in the letter dated 29 September 2015, DHR Project File No.: 2015- 4651. The design submittal is required to be submitted to the Florida SHPO and specifications to meet these requirements shall be included in the project's Environmental Protection Plan.

1.4.4.2 General

A. Coordinate staging of all roof work with USACE POC to minimize impact on operations inside the facility.

B. Roof System shall be from a single source supplier and have a 20 year, No Dollar Limit water tightness warranty.

C. Roof work to be performed in accordance with UFC-3-110-03, RE-ROOFING REQUIREMENTS. Roof work also includes the addition of lightning protection.

D. Coordinate design, submittals and construction requirements with new roof installation work.

1.4.4.3 Demolition

A. Remove entire existing multi-ply Modified Bitumen roofing system including, but not limited to roofing membranes, flashings, counter flashings, roof vents, and expansion joints.

SECTION 01 11 00 Page 7

B. Remove all existing rigid insulation to expose the existing structural metal decking.

C. Inspect existing condition of metal decking for soundness and identify areas of roof deck requiring replacement.

D. See Drawing S-101 for allowable roof material quantities to be used for bidding purposes.

E. Verify gauge and attachment of existing metal roof deck for new roof attachment design.

F. Inspect existing condition of wood nailers and blocking for soundness and identify wood requiring replacement.

G. Carefully remove and dispose of existing roof vents.

H. Remove existing roof vent curb flashing.

I. Provide new roof vents to match existing. New roof vents shall have a high performance, weather resistant coating.

J. Remove and replace existing gutters, downspouts, roof edge blocking, and metal edge trim with new with general profiles to match existing.

K. Provide calculations showing new gutters are properly sized per current code requirements.

L. See Environmental Requirements below regarding suspect hazardous/regulated building materials prior to the start of demolition work.

1.4.4.4 New Roof Replacement System

A. Coordinate with Contracting Officer to determine phasing of work and protection of areas in warehouse below work. Protect areas below from dust and debris created from both demolition and new work. Only remove as much roofing as can be replaced, covered and / or protected from weather at all times.

B. Install new galvanized roof decking in matching gauge and corrugation section as existing and attach to existing steel structural members where any existing corroded or damaged decking has been removed.

C. Attachment of decking to structure shall be in accordance with local wind load requirements as determined by a licensed professional engineer. Additional decking attachment may be needed to bring into current compliance.

D. Provide new 2-ply SBS Modified Bitumen roof system. Install system over ½” DensDek, or other manufacturer’s approved cover board over two layers of 2” polyisocyanurate insulation mechanically fastened to the roof decking per required wind uplift ratings. Attachment of insulation board shall be designed and constructed per local wind load requirements as

SECTION 01 11 00 Page 8 determined by a licensed professional engineer.

E. Tapered insulation shall be used for crickets behind equipment curbs.

Install pourable sealant curbs at structural element penetrations and new ladder attachments.

F. Provide new properly flashed metal coping for exterior parapets and firewall to match existing.

G. New roofing system shall include all new flashings, expansion joint flashing, and cap flashings to protect the roof expansion joints, and roof vents.

H. Install new roof eave blocking at roof edge equal in height to new roof insulation and cover board and to allow for proper gutter anchorage.

I. Remove and replace existing roof drain rings and pipes at canopy roofs.

Drain pipes shall be flushed to ensure proper drainage. Provide new hot dipped galvanized drain rings and strainer caps. Properly flash new drains into existing roofing membrane to remain.

1.4.4.5 Gutter and Downspouts

Replace entire gutter system, including eave flashing, and adjust gutter size if necessary to ensure adequate drainage. Test all drainage pipes prior to attaching new downspouts to ensure proper function.

1.4.4.6 Roof Access Ladders

Replace 2 existing exterior roof access ladders with new, fixed, metal access ladders with safety cage, non-slip rungs, and lockable security access door meeting current IBC codes and OSHA Section 1926.1053: Ladders.

1.4.5 Environmental Requirements

Asbestos containing materials (ACM) and lead based paint (LBP) materials have been confirmed at the site. This scope of work requires removal of approximately 2,530 linear feet of ACM roof flashing and the removal and replacement 15 LBP roof vents and 2 LBP access ladders. In addition, testing indicates that the stucco wall system is an ACM. While this material is not anticipated to be impacted, the Contractor should exercise care not to disturb the existing ACM stucco.

ACMs shall be abated, removed, and disposed of in accordance with Section 02 82 16.00 20 “Engineering Control of Asbestos Containing Materials”. All construction activities associated with the roof system shall be phased and conducted in a manner that shall not cause the stucco wall to be disturbed and cause a release of asbestos fibers into the air. All ACMs that may be disturbed by subsequent construction activities shall be abated, removed, and repaired prior to initiation of those construction activities. Any roof flashing or stucco encountered at this building should be assumed to be an ACM and handled in accordance with Section 02 82 16.00 20.

LBP shall be abated, removed, and disposed of in accordance with Section 02 82 33.13 20 “Removal/Control and Disposal of Paint with Lead”. All construction activities associated this project shall be phased and

SECTION 01 11 00 Page 9 conducted in a manner that shall not cause LBP to be disturbed and cause a release of lead particles into the air. All LBP that may be disturbed by subsequent construction activities shall be abated, removed, and repaired prior to initiation of those construction activities. Any paint encountered at this building should be assumed to be a LBP and handled in accordance with Section 02 82 33.13 20.

Initial evaluation of suspected hazardous materials was conducted by AMEC in January 2015. Appendix F contains the AMEC “Report of Targeted Inspection and Sampling of Suspect Asbestos-Containing Materials and Targeted Visual Observations of Suspect Hazardous/Regulated Building Materials” dated 30 January 2015.

Supplemental testing was performed by GLE Associates, Inc. in September 2015. Appendix G contains the GLE reports “Asbestos Bulk Sampling Report, Buildings 109 and 171” and “Limited Lead-Containing Paint Survey Report, Buildings 109 and 171” dated 06 October 2015.

1.4.6 Electrical Requirements

The Contractor shall design and install a new lightning protection and grounding system. All newly installed lightning protection and grounding shall be designed and installed in accordance with the LPI Standard 175, NFPA 780, U/L Standard 96A, IEEE, and NEC. The Contractor shall conduct a test on the newly installed lightning protection and grounding system for compliance with the aforementioned standards. The Contractor shall install a surge protection device on the electrical service entrance main distribution panel. The surge protection device shall be rated in accordance with the requirements of the Unified Facilities Guide Specification 26 20 00 “Interior Distribution Systems” for the applicable voltage and circuit configuration.

1.4.6.1 Lightning Protection System

Provide a building mounted lightning protection system in accordance with the requirements of UFC 3-575-01, LPI Standard 175, NFPA 780, UL 96A, and Section 26 41 00 “Lightning Protection Systems”.

1.4.6.2 Electrical Power Distribution and Protection

Provide surge protection in accordance with UFC 3-520-01 and Unified Facilities Guide Specification 26 20 00 “Interior Distribution Systems” including Surge Protective Devices (SPDs) on the main switchboard and communications system entrance.

1.4.6.3 Grounding

Provide a complete facility grounding system in accordance with UFC 3-520- 01.

Provide a ground ring around the perimeter of Building 171. Ground ring shall consist of 4/0 AWG bare copper conductor, with a 3/4 inch by 10 foot ground rod at each corner. Provide test wells at each ground rod. Connect the two ground ring corners nearest Building 171 to the existing Building 163 ground ring with 4/0 AWG bare copper.

SECTION 01 11 00 Page 10

Utilize exothermic welds for all underground and concrete-encased grounding connections.

1.5 LIST OF ATTACHMENTS

Not used.

1.6 WORK RESCHEDULING

Contractor shall allow for a maximum of 10 calendar days where construction activity is prohibitive. Government will provide 24 hour notification each time the restrictions are invoked.

Normal duty hours for work shall be from 7:00 a.m. (0700) to 3:30 p.m.

(1530), Monday through Friday, excluding Federal holidays. Requests for additional work shall require written approval from the Contracting Officer 15 days in advance of the proposed work period.

1.7 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.8 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 shall be in a condition equal to or better than that which existed before new work started.

1.9 ON-SITE PERMITS

1.9.1 Utility Outage Requests and Utility Connection Requests

Notify the Contracting Officer at least 72 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed, but indicated in locations to be transversed 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.

SECTION 01 11 00 Page 11

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and shall be scheduled outside the regular working hours or on weekends.

Contracting Officer may permit utility outages at his discretion.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.9.2 Excavation and Welding Permits

ACTIVITY SUBMISSION DATE

Excavation Permits 30 calendar days prior to initiating work

Welding Permits 30 calendar days prior to initiating work

Permits shall be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on the project site.

1.10 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 21 calendar days in advance. Scan the construction site with Ground Penetrating Radar and electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities, or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.10.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

SECTION 01 11 00 Page 12

-- End of Section –

SECTION 02 82 16.00 20 Page 1

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 82 16.00 20

ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

11/20

1.2.1 ACM

1.2.2 Amended Water

1.2.3 Area Sampling

1.2.4 Asbestos

1.2.5 Asbestos Control Area

1.2.6 Asbestos Fibers

1.2.7 Asbestos Permissible Exposure Limit

1.2.8 Background

1.2.9 Contractor

1.2.10 Competent Person

1.2.11 Encapsulation

1.2.12 Encapsulants

1.2.13 Friable Asbestos Material

1.2.14 Glovebag Technique

1.2.15 HEPA Filter Equipment

1.2.16 Navy Consultant (NC)

1.2.17 Negative Pressure Enclosure (NPE)

1.2.18 Nonfriable Asbestos Material

1.2.19 Personal Sampling

1.2.20 Private Qualified Person (PQP)

1.2.21 Qualified Person (QP)

1.2.22 TEM

1.2.23 Time Weighted Average (TWA)

1.2.24 Wetting Agent

1.3 REQUIREMENTS

1.3.1 Description of Work

1.3.1.1 Wallboard/Joint Compound

1.3.2 Medical Requirements

1.3.2.1 Medical Examinations

1.3.2.2 Medical Records

1.3.3 Employee Training

1.3.4 Permits, Licenses, and Notifications

1.3.5 Environment, Safety and Health Compliance

1.3.6 Respiratory Protection Program

1.3.6.1 Respirator Program Records

1.3.7 Asbestos Hazard Control Supervisor

1.3.8 Hazard Communication

1.3.9 Asbestos Hazard Abatement Plan

1.3.10 Testing Laboratory

SECTION 02 82 16.00 20 Page 2

1.3.11 Landfill Approval

1.3.12 Medical Certification

1.4 SUBMITTALS

1.5 QUALITY ASSURANCE

1.5.1 Private Qualified Person Documentation

1.5.2 Competent Person Documentation

1.5.3 Worker's License

1.5.4 Contractor's License

1.5.5 Air Sampling Results

1.5.6 Pressure Differential Recordings for Local Exhaust System

1.5.7 Protective Clothing Decontamination Quality Control Records

1.5.8 Protective Clothing Decontamination Facility Notification

1.6 EQUIPMENT

1.6.1 Rental Equipment

PART 2 PRODUCTS

2.1 ENCAPSULANTS

2.1.1 Removal Encapsulants

2.1.2 Bridging Encapsulant

2.1.3 Penetrating Encapsulant

2.1.4 Lock-down Encapsulant

PART 3 EXECUTION

3.1 EQUIPMENT

3.1.1 Respirators

3.1.1.1 Respirators for Handling Asbestos

3.1.2 Exterior Whole Body Protection

3.1.2.1 Outer Protective Clothing

3.1.2.2 Work Clothing

3.1.2.3 Personal Decontamination Unit

3.1.2.4 [Decontamination of Reusable Outer Protective Clothing

3.1.2.5 Eye Protection

3.1.3 Warning Signs and Labels

3.1.3.1 Warning Sign

3.1.3.2 Warning Labels

3.1.4 Local Exhaust System

3.1.5 Tools

3.1.6 Rental Equipment

3.1.7 Glovebags

3.2 WORK PROCEDURE

3.2.1 Protection of Existing Work to Remain

3.2.2 Furnishings

3.2.3 Precleaning

3.2.4 Asbestos Control Area Requirements

3.2.4.1 Negative Pressure Enclosure

3.2.4.2 Glovebag

3.2.5 Removal Procedures

3.2.5.1 Sealing Contaminated Items Designated for Disposal

3.2.5.2 Exposed Pipe Insulation Edges

3.2.6 Encapsulation Procedures

3.2.6.1 Preparation of Test Patches

SECTION 02 82 16.00 20 Page 3

3.2.6.2 Field Testing

3.2.6.3 Large-Scale Application

3.2.7 Air Sampling

3.2.7.1 Sampling Prior to Asbestos Work

3.2.7.2 Sampling During Asbestos Work

3.2.7.3 Sampling After Final Clean-Up (Clearance Sampling)

3.2.8 Lock-Down

3.2.9 Site Inspection

3.3 CLEAN-UP AND DISPOSAL

3.3.1 Housekeeping

3.3.2 Title to Materials

3.3.3 Disposal of Asbestos

3.3.3.1 Procedure for Disposal

3.3.3.2 Asbestos Disposal Quantity Report

-- End of Section Table of Contents --

SECTION 02 82 16.00 20 Page 4

SECTION 02 82 16.00 20

ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

08/11

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.

AMERICAN INDUSTRIAL HYGIENE ASSOCIATION (AIHA)

AIHA Z88.6 (2006) Respiratory Protection - Respirator

Use-Physical Qualifications for Personnel

AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

ASSE Z9.2 (2012) Fundamentals Governing the Design and Operation of Local Exhaust Ventilation Systems

ASTM INTERNATIONAL (ASTM)

ASTM C732 (2006; R 2012) Aging Effects of Artificial

Weathering on…