1.A.7.23_-_Attachment_3_-_DRAFT_B225_RFP_Specifications.pdf

Repair Wooden Deck and Roof

Building 225

Hill Air Force Base, Utah

LEGACY PROJECT NO. KRSM 132044

CAPITAL PROJECT NO. (DESIGN) 1027039

for the

U.S. Army Corps of Engineers

Sacramento District

PROJECT MANUAL

100% Submittal July 25, 2018

375 W 200 S

Salt Lake City, Utah 84101

(801) 521-8600

DRAFT

THIS PAGE INTENTIONALLY LEFT BLANK

Repair Wooden Deck and Roof, Building 225 Spec 2212

HAFB, UT

SECTION 01 00 00.00 41

GENERAL REQUIREMENTS

04/15

PART 1 GENERAL

1.1 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

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

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heros Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -

SECTION 01 00 00.00 41 Page 1 http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heros http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

1.3 SUBMITTALS

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

submittals not having a designation are for information only. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

Activity Hazard Analysis Qualifications for Safety and Health Person(s); G

SD-02 Shop Drawings provisions of positive protection system; G

SD-11 Closeout Submittals

Worker's Compensation Claims

Submit written summary of worker's compensation claims filed by workers on the project at the 50 percent and 100 percent points of project completion.

1.4 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and must cause any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

SECTION 01 00 00.00 41 Page 2

1.7 TEMPORARY ELECTRIC WIRING

1.7.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work must be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.7.2 Construction Equipment

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring must be secured above the ground or floor in a workmanlike manner and must not present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.7.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction must have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws must also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets must have GFCI'S, and must be properly grounded.

Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.8 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the plans and not visible as to the date of this contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the contract price must be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

1.9 GENERAL SAFETY REQUIREMENTS

1.9.1 General

For information regarding specific Safety Requirements see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Refer to EM 385-1-1 and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926;

General Industry Standards 29 CFR 1910; and the National Fire Protection

SECTION 01 00 00.00 41 Page 3

Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

1.9.2 The Prime Contractor's Superintendent

The Prime Contractor's superintendent must take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis (see below), tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.9.3 Activity Hazard Analysis

Based on the construction schedule, submit a activity hazard analysis of each major phase of work prior to entering that phase of activity. The analysis must include major or high risk hazards, as well as commonly recurring deficiencies that might possibly be encountered for that operation, and must identify proposed methods and techniques of accomplishing each phase in a safe manner. The Prime Contractor's superintendent must take active participation in the Activity Hazard Analysis, including the subcontractors' work. Prior to start of actual work a meeting must be held with Prime Contractor, Government, and affected subcontractor to review the Activity Hazard Analysis. In addition, job site meetings must be held to indoctrinate foreman and workers on details of this analysis.

1.9.4 Violations

If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action must be taken as directed, and at the discretion of the Contracting Officer the retention or some part thereof will be withheld from the progress payment until corrective action has been completed.

1.9.5 Elevated Work Areas

Workers in elevated work areas in excess of 6 feet above an adjoining surface require special safety attention. In addition to the provisions of EM 385-1-1, the following safety measures are required to be submitted to the Contracting Officer's Representative. Prior to commencement of work in elevated work areas, submit drawings depicting all provisions of positive protection system including, but not limited to, all details of guard rails.

1.9.5.1 Protection

Positive protection for workmen engaged in the installation of structural steel and steel joists must be provided by safety nets, tie-off's, hydraulic man lifts, scaffolds, or other required means. Decking crews must be tied-off or work over nets or platforms not over 6 feet below the work area. Walking on beams and/or girders and the climbing of columns is prohibited without positive protection.

1.9.5.2 Guard Rails

Perimeter guard rails must be installed at floor, roof, or wall openings more than 6 feet above an adjoining surface and on roof perimeters. Rails must be designed to protect all phases of elevated work including, but not limited to, roofing operations and installation of gutters and flashing.

Rails around roofs may not be removed until all work on the roof is

SECTION 01 00 00.00 41 Page 4 complete and all traffic on or across the roof ceases. Rails must be designed by a licensed engineer to provide adequate stability under any anticipated impact loading. As a minimum, the rails must consist of a top rail at a height of 42 inches, a mid rail and a toe board. Use of tie-offs, hydraulic man lifts, scaffolds, or other means of roof edge protection methods may be utilized on small structures such as family housing, prefabricated metal buildings, etc.

1.9.6 Fire Prevention

Coordinate wiht Hill AFB Fire for base specific welding requirements and hot work permit training. Twenty-four hours notice must be given to the Contracting Officer for coordination with the Facility Fire Department prior to conducting any fire hazardous operation. Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, all combustibles must be located at least 35 feet horizontally from the work site. Where such location is impracticable, combustibles must be protected with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Edges of covers at the floor must be tight to prevent sparks from going under them. This precaution is also important at overlaps where several covers are used to protect a large pile. Do not allow any welding/cutting or open flame operations in facilities that are protected by a wet pipe fire sprinkler or an automatic detection system, if the system is out of service. First priority of work will be to return the suppression/detection system to operational condition. Return the fire detection and/or suppression system back to an operational status (if possible) during periods that the facility is unoccupied, and at the end of the work day. Post a fire guard for a 24 hour period (or certify to the Fire Department that the facility is safe) after welding, cutting, and open flame operations in a facility when: (a) fire detection and suppression system can not be returned to service; (b) fire detection or suppression systems do not exist. Other fire prevention precautions must be in accordance with the latest National Fire Codes.

1.9.6.1 Inspections

All construction sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in a work stoppage at the expense of the Contractor.

1.9.7 Recordkeeping/Reporting Requirements

On all contract operations, record and report all accident exposure and experience incident work. (This includes exposure and experience of the prime contractor and sub-contractor(s)). As a minimum these records must include exposure work-hours and a log of occupational injuries and illnesses. (OSHA Form 300 or state equivalent as prescribed by 29 CFR 1904 ) Refer to EM 385-1-1, 01.D.04.

1.9.8 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, submit at the 50 percent point and 100 percent of project completion, a written summary of worker's compensation claims filed by workers on the project. The report will include all subcontractors.

The main report covering the Prime Contractor claims will be certified as "correct and true" by the Contractor's compensation insurance carrier. The same certification will be required for subcontractor reports.

SECTION 01 00 00.00 41 Page 5

1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures must be of as short a duration as possible and must be scheduled as far in advance as possible with the Contracting Officer, in no case less than 14 days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and will be held responsible for any violations.

1.11 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Base Civil Engineer (BCE) through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required by the BCE is 14 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather. 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.

b. The following schedule of monthly anticipated adverse weather delays is based on 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.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE

UTAH

INSTALLATION/NOAA STATION

HILL AFB-FT DOUGLAS/OGDEN

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(22) (19) (15) (07) (04) (03) (01) (02) (02) (05) (15) (22)

1.13 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

Nuclear methods are not acceptable for soil and soil-aggregate density tests required by this contract except as stated in DIVISION 2. Testing

SECTION 01 00 00.00 41 Page 6 for official results must be conducted as specified in DIVISION 2 of this contract. If the Contractor proposes to use meters containing radioactive materials to obtain unofficial results for convenience, adhere to the following requirements:

a. A USAF Radioactive Material Permit must be obtained prior to work being performed.

b. Contact the installation Radiation Protection Officer (RPO) at least 45 days prior to intended use so adequate time is provided for processing the paperwork and obtaining the USAF Radioactive Material Permit.

c. Notify the RPO before bringing the radioactive material onto the installation and must notify the RPO when radioactive material is removed. Ensure that the RPO, installation fire department, and safety office know the locations where the material will be stored and used.

d. Comply with the requirements of his/her NRC or Agreement State license and the USAF Radioactive Material Permit.

e. The Installation RPO will periodically check the use of the radioactive material to ensure proper radiological health precautions are being followed. If the RPO discovers improper radiological procedures, the RPO will immediately notify the contract monitor to initiate corrective actions.

f. Applications for USAF Radioactive Material Permits are submitted as follows:

(1) All applications for permits must be submitted to host base RPO for review and approval of qualified users to work on Air Force installations.

(2) Requests will be submitted in duplicate to RPO and will include:

a. Evidence of a valid Nuclear Regulatory Commission (NRC) or Agreement State Radioactive Material License.

b. A copy of an NRC Form 241, or a similar document (such as a letter), listing the specific licensable items the Contractor wishes to use on the base (in the case of an Agreement State licensee, the original must be forwarded by the Contractor to the appropriate NRC region).

c. Proof of a valid Air Force contract.

(3) Non-Air Force organizations which possess Agreement State licenses must forward an NRC Form 241 directly to the applicable NRC regional office as well as to the committee (Reference Title 10, Code of Federal Regulations, Part 150.20). Agreement State licenses are valid for only 180 calendar days per calendar year.

If the non-Air Force organization that possesses the Agreement State license wishes to conduct operations on the Air Force installation for more than 180 days per year, it must apply for and be issued an NRC license before a permit may be issued.

g. Renewal or termination of a USAF Radioactive Material Permit is processed as follows:

SECTION 01 00 00.00 41 Page 7

(1) Non-Air Force organizations must formally apply for either a renewal or termination of their permit upon its expiration.

Permits do not automatically terminate upon reaching their expiration date but remain active pending final disposition of the radioactive material.

(2) If the original contract is renewed or continued, then an application for renewal must contain the same information as the initial request.

(3) If work under the contract has been completed, the non-Air Force organization must submit a formal application to terminate the permit. This application must include appropriate disposal documents and radiation survey data to confirm that the radioactive materials have been removed from the installation.

(AFR 161-16)

1.14 AIRFIELD FOREIGN OBJECT DAMAGE (FOD)

a. Clean up:

Contractor must be responsible for the cleanliness of his work areas at all times during his contract performance. This must include but not be limited to immediate clean-up of any material that may spread onto aircraft taxiways, aprons, ramps and pads. Contractor must provide a pavement vacuum/sweeper at the project site at all times during his performance. Every time any haul vehicles cross the taxiways, aprons, ramps and pads, the area must be cleaned by the pavement vacuum/sweeper immediately. Be responsible for repair or replacement of any foreign object damages to the aircrafts or components of the aircrafts resulting from his negligence.

1.15 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

a. Full-time, on-site, safety coverage by contractors must be required for the life of the contract.

b. The following conditions must be met:

(1) Employ, to cover all hours of work at the project site(s), at least one safety and health person to manage the Contractor's safety program; duties which are not germane to the safety program must not be assigned to this person(s). The principal safety and health person must report to and work directly for the Contractor's top on-site manager, corporate safety office, or other high-level official of equivalent position. The safety and health person(s) must have the authority to take immediate steps to correct unsafe or unhealthful conditions. The employment of a safety and health person(s) must not abrogate the safety and health responsibilities of other personnel.

(2) Qualifications for Safety and Health Person(s).

(a) Safety and Health Person(s) must have a degree in engineering or safety in at least a four year program from an accredited school and must have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and

SECTION 01 00 00.00 41 Page 8 must have at least one (1) year experience in construction, or--

(b) Safety and Health Person(s) must have legal registration as a Professional Engineer or a Certified Safety Professional and must have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and must have at least one (1) year experience in construction, or--

(c) Safety and Health Person(s) must have a degree other than that specified in paragraph, Qualifications for Safety and Health Person(s) above, and must have been engaged in safety and occupational health for at least three (3) years of experience (no time being credited to these three (3) years unless at least fifty

(50) percent of the time each year was devoted to safety and occupational health) and must have at least two (2) years experience in construction, or--

(d) In lieu of a degree, Safety and Health person(s) must have been engaged in safety and occupational health for at least five

(5) years of experience (no time being credited to these five (5) years unless at least fifty (50) percent of the time each year was devoted to safety and occupational health) and must have at least two (2) years experience in construction.

(e) First aid work is not a creditable experience.

(3) The name and qualifications of the nominated safety and health person(s) must be furnished to the Contracting Officer for acceptability and a functional description of duties must be provided prior to the pre-work conference.

NOTE: Provide one or more Safety and Health Persons, each of whom meets the qualifications of b. (2) Qualifications for Safety and Health Person(s), physically present on the actual site of the work whenever work of any sort is being performed by a Contractor, subcontractor, or supplier personnel on the work site. The foregoing clause language must not be interpreted to contravene this note.

1.16 HAZARDOUS NOISE AREA

Work area for this contract is located within a high noise area and can be hazardous to the human ear. The Contractor is responsible for providing adequate ear protection as may be required for Contractor's personnel at the job site.

1.17 COLOR SCHEME FOR CONTRACTOR FACILITIES

a. All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site must be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction

SECTION 01 00 00.00 41 Page 9 conference that contains the materials specifed in SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide hard copy sets in the quantities identified in Section 01 33 16 DESIGN AFTER AWARD from the CAD contract drawings and specifications.

Provide these documents within 5 work days after the Government releases the Contractor's design for construction. The hard copy drawings must be ANSI D (22" x 34"), and the specifications must be standard 8-1/2" x 11", 3-hole punched with posts.

Provide the Resident Engineer a copy ("hard" and "PDF") of the signed Bond and Notice to Proceed within 5 working days after receipt from the Contracting Officer.

-- End of Section --

SECTION 01 00 00.00 41 Page 10

REPAIR WOODEN DECK AND ROOF, BUILDING 225 2212

HILL AFB, UT

SECTION 01 10 10 Page 1

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 10 10

SPECIFIC TECHNICAL ENGINEERING AND DESIGN CRITERIA

TABLE OF CONTENTS

1. SCOPE

2. SUMMARY DESCRIPTIONS

3. DESCRIPTION OF CONDITIONS AND OPERATIONS

4. DESIGN SUBMITTAL REQUIREMENTS

5. SUSTAINABLE DESIGN

6. STRUCTURAL DESIGN

7. ARCHITECTURAL DESIGN

8. LIFE SAFETY ...................................................................................... Error! Bookmark not defined.

9. MECHANICAL DESIGN

10. FIRE PROTECTION ....................................................................... Error! Bookmark not defined.

11. ELECTRICAL DESIGN

12. FIRE ALARM AND MASS NOTIFICATION SYSTEMS ........... Error! Bookmark not defined.

SECTION 01 10 10 Page 2

1. SCOPE

1.1 Design and construct the repair of wooden deck and roof of the existing Aircraft Maintenance Hangar Building 225 at Hill Air Force Base, Utah, in accordance with the criteria contained herein and using industry standard materials and efficient practices. The objective of this contract is to design and renovate the required facility as described in this document, and to meet the operational requirements of the Air Force. The Contractor shall provide all labor, equipment and material to perform the design and renovation. The Contractor is responsible for visiting the site during a prescheduled site visit of all bidders prior to submitting his proposal. The Contractor is also responsible for field verifying all existing conditions, dimensions, and layouts.

1.2 The Contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, structural, mechanical, electrical, and other engineering features of the work shall be accomplished, reviewed, approved and sealed by engineers, architects who are licensed professionals with a minimum of six years’ experience to practice in their respective professional field in a state or possession of the United States. A registered Fire Protection Engineer is required per UFC 3-600-01, Fire Protection Engineering for Facilities.

1.3 The design and construction of this project shall conform to the Hill Air Force Base Facility Design Standards latest edition, Hill AFB Architectural Compatibility Plan and the requirements contained in this solicitation. Features differing from the Hill Air Force Base Facility Design Standards and the requirements in this RFP may be allowed if said changes otherwise provide the same level of function, quality and performance established in Solicitation. The Contracting Officer will be the sole authority in determining if changes are acceptable.

1.4 The Contractor is responsible and liable for the complete design and shall not assume that the provided design criteria and drawings in this solicitation will relieve him from performing any additional design as required to produce a complete set of construction documents. The following provisions shall be maintained in the Contractor’s design:

1.4.1 Provision 1: Skylights Area: The Contractor’s design shall provide at a minimum, the same overall skylights area as shown in the Government’s conceptual design. Skylight area may be increased, but not decreased from that indicated in the Government’s conceptual design.

1.4.2 Provision 2: Sustainable Design: The Contractor’s design is required to meet the sustainable design guidelines required by this RFP. If the Contractor determines that alternate assemblies or functional arrangements are better suited for the achievement of sustainable design goals, the Contractor may propose those changes. Changes can only be incorporated under the review and approval of the Contracting Officer.

1.5 The Government’s conceptual facility provided in the RFP documents illustrates intent and functional relationships and does not indicate all necessary

SECTION 01 10 10 Page 3 construction requirements or components. The written RFP describes associated technical, performance and systems requirements. The Contractor is responsible for the complete Project design, shall retain all responsibilities, and be recognized as the Designer of Record.

1.6 This contract includes the following Areas, as shown on the drawings. Refer to Section 01 10 11 for Area by Area Requirements.

1.6.1 Area A Roof

1.6.2 Area B Roof

1.6.3 Area C Roof

1.6.4 Area D Roof

1.6.5 Area E Roof

1.6.6 Area F Roof

1.6.7 Area G Roof – Not in Contract

1.6.8 Area H Roof

1.7 Design and Construction sequencing shall be in the following prescribed order (subject to change by the Contracting Officer):

1.7.1 Area C: Demolition and Construction of Area C shall be done first. 100% Design of Roof Area C will be provided.

1.7.2 Design of all Phases: Concurrent with the Construction of Area C, the design for all remaining Areas shall be done.

1.7.3 Area F: Demolition and Construction of Area F shall be done immediately after Area C.

1.7.4 Areas A, B and H: Demolition and Construction of Areas A, B and H shall be done immediately after Area F. Only one area shall be demolished and constructed at a time. The sequence of Areas A, B and H is at the Contractor’s Option.

1.7.5 Area D: Demolition and Construction of Area D shall be done as the next to last phase

1.7.6 Area E: Demolition and Construction of Area E shall be done last.

1.7.7 Epoxy Flooring: The epoxy flooring shall be applied after all other construction activities are completed in that area.

SECTION 01 10 10 Page 4

2. SUMMARY DESCRIPTIONS

2.1 This project will replace and renovate an existing roof, approximately 500,000 square feet, at Hill Air Force Base. The project shall be designed within the criteria prescribed in UFC 4-010-1-01 and UFC 3-560-01. See paragraph 4.12 for a list of applicable codes and criteria.

2.1.1 This project is intended to support the safe and efficient maintenance practices which are conducted as part of both depot scheduled and unscheduled maintenance operations at Hill AFB. The project consists of renovations to existing Aircraft Maintenance Hangar B225 to be constructed at Hill Air Force Base, Utah. The Scope of Work includes the repair and re-roof design and construction of an existing aircraft maintenance hangar.

2.2 SITING SUMMARY. The existing building is sited west of the airfield, on the east side of Southgate Street, south of Wardleigh Rd. and north of 4th St.. See sheet G-001 for more information.

2.3 BUILDING CONSTRUCTION SUMMARY: The exterior materials consist of steel standing seam metal roofing, composite insulating panels with historic compatible finish and profile, translucent wall panels, skylights, and single ply membrane roofing. Exterior materials shall conform to the Base Standards for this area and are to be approved by the Base Cultural Resource Manager.

2.3.1 CERCLA CAP: The floor of the east portion of the mid-bay (Area D) has a CERCLA cap. Additional reporting is required if any demolition occurs in that space.

2.4 MAINTENANCE STAND DISASSEMBLY AND STORAGE.

2.4.1 The work requires the disassembly and storage of existing Maintenance Stands in the C-130 portions of the building – Areas A, B and F. The Maintenance Stands in Area E have already been removed and stored.

SECTION 01 10 10 Page 5

3. DESCRIPTION OF CONDITIONS AND OPERATIONS

3.1 PRIOR STUDY: Refer to Roofing Study, Building 225 dated 03 November 2017, for information about the condition of the existing roof.

3.2 BACKGROUND: Building 225 was constructed in 1941 and houses operations for aircraft maintenance. The building has been renovated multiple times including the addition of two annexes to the east and west. The barrel roof areas of the building have undergone a re-roof where the original construction and roofing materials have been overlaid with an additional roofing system. The sawtooth areas were re-roofed more recently. Exterior cladding is original to the building. All structural systems are original to the building.

3.3 PROTECTION OF ADJACENT SPACES: The building will be in operation during construction activities and considerations shall be made by the Contractor to ensure continuous operation. Portions of the building will be open to the environment during construction activities. The Contractor shall provide reasonable protection of all areas from exterior and weather exposure while removing and replacing the roof. Additionally, the Contractor shall provide uninterrupted connection to building services, including but not limited to power, data, fire alarm, fire suppression, thermal regulation and plumbing. Any interruption is to be coordinated and approved by the Contracting Officer. A plan for protection of adjacent spaces shall be submitted and approved by the Contracting Officer prior to construction activities.

SECTION 01 10 10 Page 6

4. DESIGN SUBMITTAL REQUIREMENTS

4.1 The design requirements within this Section 01 10 10 represent the minimum quality and quantity acceptable for the proposals and project submittals. The standards, documents, and criteria referenced within this RFP, although not all attached within this RFP document, are modified to the extent indicated within this section. Each Offeror shall be responsible for obtaining any documents not attached as part of this RFP but referenced as criteria for the project.

Requirements of this section may delete, revise, add to, or substitute for criteria contained in the referenced documents and this section shall be deemed the controlling authority of any changes to the other referenced documents and criteria

4.2 DESIGN STANDARDS. Equipment, hardware, and materials shall be standard manufactured domestic items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means. Discontinued products will not be accepted unless approved by the Contracting Officer.

4.3 CODES. The design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals, with the requirements of this section, and with the listed specifications. The building will be of a noncombustible construction classification. Wood structural elements will not be acceptable.

4.4 IMPERIAL DESIGN. This project shall be designed in Imperial/English inch-pound (I-P) units.

4.5 DRAWINGS. Attached drawings provide information on the project site and conceptual design for the replacement of the roof. Changes and adjustments are allowed subject to provisions established in Paragraphs 1.3 and 1.4.

4.6 FIELD INFORMATION. The utility and as-built information provided in the drawings is the best information available. It is provided to assist the offerors in preparing their proposal and during design of this project. The Contractor is responsible for field verifying all information given. The Contractor is also responsible for obtaining all information necessary to properly design and install all work. Gathering information during design shall be coordinated through the Contracting Officer.

4.7 DESIGN DETAILS. The Contractor shall create design details as required.

Details shall conform to the requirements of the RFP, and are subject to approval by the Contracting Officer.

4.8 ASBESTOS, LEAD BASED PAINT (LBP) AND PCB SURVEY. A preliminary Hazardous Materials investigation has been performed and is attached to this solicitation. Contractor shall perform a HAZMAT (asbestos, lead, PCB, etc) survey of the building prior to any renovation or demolition work; to identify and quantify any HAZMAT to be abated or removed from the structure to be renovated/demolished. A full report of the survey findings shall be provided to the Contracting Officer. Any Asbestos Containing Material (ACM) will be abated IAW USACE EM 385-1-1, Safety and Health Requirement Manual, and all

SECTION 01 10 10 Page 7 applicable federal, state and local laws and regulations. All other Regulated Materials shall be disposed IAW all applicable federal, state and local laws and regulations.

4.9 SPECIFICATIONS. The Contractor shall follow all Unified Facilities Guide Specifications (UFGS) already included in this RFP, and the Contractor shall also provide all other applicable, edited UFGS sections as required for the design and construction of this project. The Unified Facilities Guide Specifications can be retrieved at “http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs”. Items to be deleted from the specifications shall use the “strikethrough” formatting process to delete any portion of the specifications. Additions to the specifications shall be shown in a color font. Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (i.e., UL, ANSI, NEMA, etc,), testing requirements, execution, etc., shall not be changed unless dictated by more stringent requirements in this RFP, including technical criteria such as codes and government and industry publications that are referenced in this RFP.

4.9.1 UFGS Selection. UFGS that have been unified for use by all participating agencies have a level 3 or level 4 MasterFormat™ number. UFGS that are agency-specific have a fifth level number indicating it as an agency specific specification. A specification that has a fifth level number "10" indicates USACE, a "20" indicates NAVFAC, a "30" indicates AFCESA and a "40" indicates NASA.

Preparing agencies are indicated in the UFGS header of each specification. The DB Contractor must adhere to the following order of precedence in selecting UFGS sections: first, a UFGS specific to the project’s installation; second, a USACE specification; third, a unified UFGS if one is available; and lastly, a UFGS specific to another DoD agency.

4.9.2 The Contractor shall not edit the UFGS sections to the point that they no longer contain any original information. Edits to the UFGS sections is permitted only in such instances that the language becomes specific to this project.

4.10 SUSTAINABLE DESIGN. The Contractor’s design shall comply fully with the requirements of UFC 1-200-02, High Performance and Sustainable Building Requirements. See also paragraph 5 SUSTAINABLE DESIGN for more information and additional requirements.

4.11 ENVIRONMENTAL PROTECTION. All work and Contractor operations shall comply with the requirements imposed by all applicable federal, state, county, local and base regulations and permits concerning environmental protection.

Project schedule shall reflect time required to acquire permits and provide copies to the Contracting Officer prior to commencing work. Contractor shall coordinate with the Hill AFB Environmental Engineer for all applicable permits. Contractor shall provide a single Point of Contact relating to Environmental matters.

4.12 CONSOLIDATED LIST OF CODES AND STANDARDS. Each design discipline cites references to various codes and standards that govern the design of the project. A listing of the majority of codes and standards required for compliance with the requirements of this RFP follows. Note: Unless otherwise noted, use the latest edition for all reference standards or criteria listed in this section.

SECTION 01 10 10 Page 8

4.12.1 Hill Air Force Base Facility Design Standards, latest edition.

4.12.2 Executive Order 13693, Planning for Federal Sustainability in the Next Decade, 15 March 2015

4.12.3 Department of Defense Sustainable Buildings Policy, 10 November 2013

4.12.4 Air Force Sustainable Design and Development (SDD) Implementing Guidance, 02 June 2011

4.12.5 DODI 4170.11, Installation Energy Management, dated 11 December 2009

4.12.6 Architectural Barriers Act (ABA) Accessibility Standards

4.12.7 UFC 1-200-01, General Building Requirements

4.12.8 UFC 1-200-02, High Performance and Sustainable Building Requirements

4.12.9 UFC 3-101-01, Architecture

4.12.10 UFC 3-110-03, Roofing

4.12.11 UFC 3-190-06, Protective Coatings and Paints

4.12.12 UFC 3-301-01 Structural Engineering

4.12.13 UFC 3-310-04, Seismic Design for Buildings

4.12.14 UFC 3-400-02, Design: Engineering Weather Data

4.12.15 UFC 3-401-01, Mechanical Engineering

4.12.16 UFC 3-410-01, Heating, Ventilating and Air Conditioning Systems

4.12.17 UFC 3-410-02, Lonworks® Direct Digital Control for HVAC and Other Local Building Systems

4.12.18 UFC 3-420-01, Plumbing Systems

4.12.19 UFC 3-420-02FA, Compressed Air

4.12.20 UFC 3-450-01, Noise and Vibration Control

4.12.21 UFC 3-501-01, Electrical Engineering

4.12.22 UFC 3-520-01, Interior Electrical Systems

4.12.23 UFC 3-530-01; Interior and Exterior Lighting Systems and Controls

4.12.24 UFC 3-550-01, Exterior Electrical Power Distribution

4.12.25 UFC 3-550-03FA, Electrical Power Supply and Distribution

SECTION 01 10 10 Page 9

4.12.26 UFC 3-575-01, Lightning and Static Electricity Protection Systems

4.12.27 UFC 3-560-01; Operation and Maintenance: Electrical Safety

4.12.28 UFC 3-600-01, Fire Protection Engineering for Facilities

4.12.29 UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings

4.12.30 A-E Guide, Volume 1, General Instructions for Air Force Projects, Sacramento District

4.12.31 A-E Guide, Volume 2a & 2b, Cost Estimating, Sacramento District

4.12.32 A-E Guide, Volume 3, Specifications, Sacramento District

4.12.33 Unified Facilities Guide Specifications (UFGS)

4.12.34 International Building Code (IBC 2015), except as modified in UFC 1-200-01 &

UFC 3-310-01

4.12.35 International Plumbing Code (IPC)

4.12.36 International Mechanical Code (IMC)

4.12.37 NFPA 13, Installation of Sprinkler Systems

4.12.38 NFPA 70, National Electrical Code

4.12.39 NFPA 70E, Standard for Electrical Safety in the Workplace

4.12.40 NFPA 72, National Fire Alarm Code

4.12.41 NFPA 90A, Installation of Air Conditioning And Ventilating Systems

4.12.42 NFPA 90B, Installation of Warm Air Heating and Air-Conditioning Systems

4.12.43 NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations

4.12.44 NFPA 101, Life Safety Code

4.12.45 NFPA 780, Lightning Protection Systems

4.12.46 Federal Specification (FS) HH-I-558, Insulation, Blankets, Thermal (Mineral Fiber, Industrial Type)

4.12.47 AISI Cold Formed Steel Design

4.12.48 ASCE 7-05, Minimum Design Loads for Buildings and Other Structures

4.12.49 ANSI/BHMA A156.1, Butts and Hinges

SECTION 01 10 10 Page 10

4.12.50 ANSI/BHMA A156.2, Bored and Preassembled Locks and Latches

4.12.51 ANSI/BHMA A156.3, Exit Devices

4.12.52 ANSI/BHMA A156.4, Door Controls - Closers

4.12.53 ANSI/BHMA A156.5, Cylinders and Input Devices for Locks

4.12.54 ANSI/BHMA A156.6, Architectural Door Trim

4.12.55 ANSI/BHMA A156.13, Mortise Locks & Latches

4.12.56 ANSI/BHMA A156.18, Materials and Finishes

4.12.57 ANSI/BHMA A156.36, Auxiliary Locks

4.12.58 ANSI A250.8, Standard Steel Doors and Frames

4.12.59 ANSI C2, National Electrical Safety Code

4.12.60 ANSI/AISC 341-05, Seismic Provisions for Structural Steel Buildings

4.12.61 ANSI/AISC 360-05, Specifications for Structural Steel Buildings

4.12.62 ASTM A36, Carbon Structural Steel

4.12.63 ASTM A53, Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

4.12.64 ASTM A653, Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

4.12.65 ASTM C33, Concrete Aggregates

4.12.66 ASTM C90, Loadbearing Concrete Masonry Units

4.12.67 ASTM C270, Mortar for Unit Masonry

4.12.68 ASTM C475, Joint Compound and Joint Tape for Finishing Gypsum Board

4.12.69 ASTM C476, Grout for Masonry

4.12.70 ASTM C578, Rigid, Cellular Polystyrene Thermal Insulation

4.12.71 ASTM C612, Mineral Fiber Block and Board Thermal Insulation

4.12.72 ASTM C645, Nonstructural Steel Framing Members

4.12.73 ASTM C834, Latex Sealants

4.12.74 ASTM C919, Standard Practice for Use of Sealants in Acoustical Applications

SECTION 01 10 10 Page 11

4.12.75 ASTM C954, Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84

mm) in Thickness

4.12.76 ASTM C1289, Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board

4.12.77 ASTM D4434, Poly(Vinyl Chloride) Sheet Roofing

4.12.78 ASTM E1186, Standard Practices for Air Leakage Site Detection in Building Envelopes and Air Barrier Systems

4.12.79 ASTM E2178, Standard Test Method for Air Permeance of Building Materials

4.12.80 ASHRAE Handbook, Fundamentals

4.12.81 ASHRAE Handbook, HVAC Systems and Equipment

4.12.82 ASHRAE Handbook, HVAC Applications.

4.12.83 ASHRAE Handbook, Refrigeration

4.12.84 ASHRAE Standard 15 Revision, Safety Code for Mechanical Refrigeration

4.12.85 ASHRAE Standard 62.1, Ventilation for Acceptable Indoor Air Quality

4.12.86 ASHRAE Standard 70, Method of Testing the Performance of Air Outlets and Air Inlets

4.12.87 ASHRAE Standard 90.1, Energy Standard for Buildings Except Low-Rise Residential Buildings

4.12.88 ASHRAE Standard 90.1, Energy Standard for Buildings Except Low-Rise Residential Buildings (IESNA cosponsored), I-P Edition (ANSI approved)

4.12.89 IESNA HB-10 IES Lighting Handbook

4.12.90 IESNA standards on LED and SSL: LM-79-08

4.12.91 IESNA standards on measuring Lumen on LED: LM-80-08

4.12.92 Plumbing and Drainage Institute (PDI) WH 201, Water Hammer Arresters Standard

4.12.93 SMACNA Architectural Sheet Metal Manual

4.12.94 SMACNA, HVAC Systems – Duct Design Manual

4.12.95 UL Fire Resistance Directory, Vol. 1 and 2

4.12.96 UL 50, Enclosures for Electrical Equipment

4.12.97 UL 268, Smoke Detectors for Fire Protective Signaling Systems

SECTION 01 10 10 Page 12

4.12.98 UL 464, Audible Signal Appliances

4.12.99 UL 580, Tests for Uplift Resistance of Roof Assemblies

4.12.100 UL 723, Test for Surface Burning Characteristics of Building Materials

4.12.101 UL 762, Outline of Investigation for Power Roof Ventilators for Restaurant Exhaust Appliances

4.12.102 UL 790, Standard Test Methods for Fire Tests of Roof Coverings

4.12.103 Steel Deck Institute (SDI)

4.12.104 Steel Joint Institute (SJI)

4.12.105 Masonry Institute of America

4.12.106 National Concrete Masonry Association Publications

4.12.107 Manufacturers Standardization Society (MSS) Standards.

SECTION 01 10 10 Page 13

5. SUSTAINABLE DESIGN

5.1 GENERAL.

5.1.1 The Contractor is required to comply with all federal laws regarding sustainable design, and with any state or local laws that may require compliance. See UFC 1-200-02 for more information and additional requirements not listed here.

5.2 REFERENCES. See paragraph 4.12

5.3 FEDERAL HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS. As

required by federal law, the Contractor shall design a building that meets the Federal Requirements for High Performance Sustainable Buildings (HPSB), as outlined in UFC 1-200-02.

5.3.1.1 Reduce Volatile Organic Compounds. All construction materials, interior finishes, and other products must be low- or zero-emitting. This includes composite wood products, adhesives, sealants, interior paints and finishes, structural wood panels and wall systems. Comply with ASHRAE 189.1, paragraph 8.4.2, excluding the first sentence.

5.3.1.2 Protect Indoor Air Quality During Construction. Contractor shall comply with ASHRAE 189.1, paragraph 10.3.1.4 to develop an indoor air quality construction management plan.

5.3.1.2.1 Contractor shall operate in accordance with all Federal and State air emission and performance laws and standards as specified in Section 01 57 20 ENVIRONMENTAL PROTECTION, paragraph 3.4 AIR RESOURCES.

Architectural coatings must meet the current requirements of the Hill AFB Title V Air Quality Permits.

5.3.1.3 Environmental Tobacco Smoke Control. Smoking is prohibited within 50 feet of all building entrances and ventilation intakes. Provide a dedicated covered smoking area outside of this 50-foot zone.

5.3.1.4 Occupant Health and Wellness. Consider additional health and wellness features.

5.3.1.5 Environmentally Preferable Products. Provide products with a low impact on human health and the environment, such as products with recycled content or biologically-based products. Contractor and specifiers shall consult GSA’s Green Products Compilation, EPA’s Comprehensive Procurement Guidelines, and the Federal Green Construction Guide for Specifiers. Any products chosen must also meet the technical criteria contained within this Request for Proposal.

5.3.1.5.1 Ozone Depleting Substances. Comply with ASHRAE 189.1, paragraph 9.3.3.

CFC-based refrigerants shall not be used in HVAC systems. Fire suppression systems shall not contain CFCs, HCFCs, or Halons. Refrigeration units removed shall be properly emptied of refrigerants. Unit identifications shall be provided to the government for removal from HVAC inventory.

SECTION 01 10 10 Page 14

5.3.1.5.2 Other Hazardous Materials. Products or materials containing asbestos, lead, or polychlorinated biphenyls are not permitted.

5.3.1.6 Waste Diversion. A minimum of 60% of non-hazardous construction and demolition waste must be diverted from landfills. See specification 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for more information and requirements.

5.3.1.6.1 Waste and Materials Management shall be conducted in accordance with specification 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

ENVIRONMENTAL PROTECTION.

5.3.1.6.2 Waste Disposal. Project demolition and construction waste shall be disposed of off post at a…