Attachment_1_Specifications.pdf

S P E C I F I C A T I O N

FOR PROJECT

RENOVATE WSA ALERT FIRE TEAM

QJVF13-0034

FACILITY BUILDING 1107

100% SUBMITTAL

AT

MINOT AIR FORCE BASE, NORTH DAKOTA

PREPARED BY:

5 CES, ENGINEERING FLIGHT

MINOT AIR FORCE BASE, NORTH DAKOTA

APRIL 24, 2015

{Renovate WSA Alert Fire Team Facility B1107} {QJVF 13-0034}

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 GENERAL REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 57 20 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 39 AS-BUILT DRAWINGS

01 91 00.00 40 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 19 OPEN WEB STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 DAMPPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 42 13 METAL ROOF WALL PANELS

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 57 13 SPRAYED POLYURETHANE FOAM (SPF)

07 60 00 FLASHING AND SHEET METAL

PROJECT TABLE OF CONTENTS Page 1

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 36 13 MULTIBLADE OVERHEAD DOOR ASSEMBLY

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 14 02 ROOF SIGNAGE

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS/STORAGE UNITS

DIVISION 12 - FURNISHINGS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 17.00 10 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

23 82 46.00 40 ELECTRIC UNIT HEATERS

DIVISION 26 - ELECTRICAL

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26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 27 13.10 30 ELECTRIC METERS

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS, LEGEND AND GENERAL NOTES

G-003 ABBREVIATIONS

G-004 LIFE SAFETY ANALYSIS AND PLAN

SURVEY MAPPING

V-101 TOPOGRAPHIC SURVEY

CIVIL

CD101 REMOVAL PLAN

C-101 GRADING AND EROSION CONTROL

C-102 UTILITY PLAN

C-103 PAVING PLAN

C-104 CIVIL DETAILS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-101 FOUNDATION PLAN, EXISTING ROOF FRAMING PLAN & ROOF FRAMING PLAN

S-201 FOUNDATION DETAILS

S-301 DETAILS AND SECTIONS

S-302 DETAILS AND SECTIONS

ARCHITECTURAL

AD101 REMOVAL PLAN

A-101 FLOOR PLAN AND WALL TYPES

A-102 CEILING PLAN AND ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS

A-303 WALL SECTIONS

A-304 WALL SECTIONS

A-401 ENLARGED FLOOR PLANS

A-402 INTERIOR ELEVATIONS AND CASEWORK SECTIONS

A-501 DETAILS

A-502 DETAILS

A-601 ROOM FINISH SCHEDULE AND INTERIOR SIGNAGE

A-602 DOOR SCHEDULE AND ELEVATIONS

A-701 FRAME DETAILS

A-702 FRAME DETAILS

FIRE PROTECTION

DOCUMENT 00 01 15 Page 1

FG101 FIRE PROTECTION SYMBOLS LEGEND AND GENERAL NOTES

FX101 FIRE SUPPRESSION FLOOR PLAN

FX201 FIRE PROTECTION DETAILS AND SCHEDULES

FA101 FIRE ALARM FLOOR PLAN

FA201 FIRE ALARM RISERS AND DETAILS

PLUMBING

PG001 PLUMBING SYMBOLS LEGEND AND GENERAL NOTES

PD101 PLUMBING DEMOLITION FLOOR PLANS

P-101 PLUMBING FLOOR PLANS

P-201 ENLARGED PLUMBING FLOOR PLANS

P-401 SANITARY SEWER AND VENT RISER

P-402 DOMESTIC WATER AND NATURAL GAS RISER

P-501 PLUMBING DETAILS

P-601 PLUMBING FIXTURE AND EQUIPMENT SCHEDULES

MECHANICAL

MG001 MECHANICAL SYMBOLS LEGEND

MG002 MECHANICAL GENERAL NOTES

MD101 HVAC DEMOLITION FLOOR PLAN

MD201 HVAC PIPING DEMOLITION FLOOR PLAN

MH101 HVAC FLOOR PLANS

MP101 HVAC PIPING FLOOR PLANS

M-301 MECHANICAL SECTIONS

M-401 MECHANICAL CONTROLS

M-402 MECHANICAL CONTROLS

M-501 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

ELECTRICAL

EG001 ELECTRICAL SYMBOLS LEGEND AND GENERAL NOTES

ES101 ELECTRICAL SITE PLAN

ED101 ELECTRICAL DEMOLITION FLOOR PLAN

EL101 LIGHTING FLOOR PLAN

EP101 POWER FLOOR PLAN

EY101 SPECIAL SYSTEMS FLOOR PLAN

E-401 ELECTRICAL RISER DIAGRAMS

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES

E-602 ELECTRICAL SCHEDULES

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 11 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 LOCATION OF WORK

The work is located in the Alert Fire Team Facility, Building No. B1107 within the WSA at Minot Air Force Base (MAFB). See location map on Drawing Sheet No. 01 of the project drawing set for location. The work is in a controlled area.

1.2 DESCRIPTION OF WORK

1.2.1 The Alert Fire Team Facility, Building 1107, is a one story, 4,200 SF facility located within the Weapons Storage Area (WSA) compound. This building serves as both the 5th Security Forces Squadron's Site Security Control Center (SSCC) and Alert Fire Team Facility (AFTF) for the WSA. The building was originally constructed around 1958.

1.2.2 The project will include upgrading the building to comply with force protection standards; asbestos removal; repair/renovate the building's administrative and industrial areas to meet personnel and equipment requirements; repair/provide new mechanical, fire protection, plumbing, electrical and communications systems for the building;

repair the building's exterior enclosure; construct a building addition for vehicle storage; re-grade the site and repair storm sewer to provide positive site drainage; and repair/provide new pavements to accommodate vehicle and pedestrian access to the building and vehicle parking.

1.2.3 The project will include Bid Options for the following work:

1.2.3.1 Removal and disposal of the Alaska Barriers.

1.2.3.2 Provide and install north Overhead Door 104A, north

driveway, bollards, and other associated work required for a second access to Garage 104.

1.2.4 The facility is operated 7 days per week on a 24-hour basis with two shifts per day.

1.2.5 The facility will remain occupied during construction.

Specifically, the LDA Room, LDA Server Room, and RTES Server Room will remain occupied and fully functional throughout construction.

1.3 REFERENCES

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

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-300-08 (2010) Criteria For Transfer And Acceptance of DoD Real Property

SECTION 01 11 00 Page 1

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

Preconstruction Submittals

Construction Progress Schedule Contract Progress Report Project Manager Project Superintendent Base Civil Engineering Work Clearance Request Personnel Listing

Closeout Submittals

Building Information Checklist

1.5 USE OF PREMISES

1.5.1 Area Designation

The site is located within a controlled area. Areas adjacent to the site will remain occupied by the Government for the duration of the contract.

The contractor shall limit the use of premises for work and construction operations to allow for Government occupancy.

1.5.2 Coordination

Coordinate use of premises under direction of the Contracting Officer.

1.6 EQUIPMENT PARKING

Space for the contractor's equipment will be allotted on MAFB. The exact location will be chosen during the preconstruction conference and shall be approved by the Contracting Officer at that time. The Government shall not be liable for the security of any of the contractor's equipment or material while on MAFB.

1.7 WORK SCHEDULE

Working hours for the contractor will normally be between the hours of 7:30 a.m. and 4:00 p.m., excluding Saturdays, Sundays, and federal holidays. If the contractor desires to work during periods other than above, additional Government inspection forces may be required. The contractor shall make his/her request to the Contracting Officer three days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces. If such force is reasonably available, the Contracting Officer may authorize the contractor to perform work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the contractor, the actual cost of inspection at overtime rates will be charged to the contractor. These adjustments to the contract price may be made periodically as directed by the Contracting Officer.

1.8 CONSTRUCTION PROGRESS SCHEDULE

The contractor shall prepare and submit to the Contracting Officer for approval prior to construction beginning a Construction Progress Schedule, SECTION 01 11 00 Page 2

AF IMT 3064, showing the order in which the contractor proposes to perform the work. The schedule shall separate the work into phases developed in cooperation with the Government. The schedule shall include the dates on which the contractor contemplates starting and completing the salient elements of the work. The contractor shall also specifically identify on each Contract Progress Report, AF IMT 3065, any apparent, anticipated or proposed deviation from the previously approved schedule.

1.9 REFERENCE STANDARDS

1.9.1 Products

For products specified by association or trade standards, comply with requirements of the standard.

1.9.2 Standard Date

The date of the standard is that in effect as of the Request for Proposal date.

1.10 SAFETY

1.10.1 Regulations

Contractor to comply with all OSHA/NEC/IBC Regulations.

1.10.2 Instructions

Contractor to comply with Minot Air Force Base Instruction (MAFBI) 32-2001, Responsibilities of Base Personnel to Eliminate or Control Fire Hazards.

1.11 TRAFFIC CONTROL

The contractor shall provide all traffic control devices for pedestrian, vehicular and aircraft traffic and will be responsible for maintaining these devices until notified by the Contracting Officer. The contractor's traffic control devices shall comply with MAFB airfield and safety requirements.

1.12 HAULING MATERIALS

The use of base streets for hauling materials will be permitted if the vehicles are equipped with pneumatic tires. The haul route the contractor will take will be determined at the preconstruction conference.

1.13 DRAWINGS AND SPECIFICATIONS

At least one set of specifications and drawings shall be kept at the job site by the contractor's job supervisor or foreman.

1.14 AS-BUILT DRAWINGS

As-Built Drawings shall be prepared and submitted to the Contracting Officer as specified in Section 01 78 39, As-Built Drawings.

SECTION 01 11 00 Page 3

1.15 WORK CONDUCT, CORRELATION, EXECUTION, ETC.

1.15.1 Work Performance

Contractor shall conduct all work, including materials distribution in an orderly manner, and shall notify Contracting Officer within two (2) workdays of mobilizing at the job site. Contractor shall confine and limit his personnel to only those areas required for work performance. All work shall be performed in a neat, orderly fashion, with extreme care exercised to avoid damage to all property in and around project areas. Any damage caused by the contractor shall be replaced, repaired, or restored to the Contracting Officer's satisfaction at no cost to the Government. Upon completion, all work and storage areas shall be cleaned of all evidence of contractor's debris accumulations. Contractor's proposed work schedule shall be coordinated with the Contracting Officer or his/her designated representative two (2) weeks prior to the start of any work. All work areas shall be barricaded properly for day and nighttime safety warning.

1.15.2 Storage

At the close of each day's operations, all materials and equipment shall be moved to the storage area designated by Contracting Officer or his/her designated representative. If contractor should have a storage structure or equipment located on base, it shall be removed and the storage area restored to its original condition within seven days after final acceptance of this project.

1.16 SUPERVISION

Provide at least one (1) qualified Project Manager and one (1) onsite Project Superintendent capable of reading, writing, and conversing fluently in English. The Project Superintendent shall be on the job site during working hours. The Project Manager in this context shall mean the individual with the responsibility for the overall management of the project, and the Project Superintendent shall be the individual with the responsibility for quality and production at the jobsite.

1.17 UTILITIES

Water and electricity required will be furnished by the Government.

1.18 PRIVATIZED UTILITIES AT MINOT AFB

Utilities on Minot AFB are privatized and require the contractor to coordinate utility installations and placements with the privatized utility providers. The contractor shall pay all utility installation fees, connection fees and/or utility tap-in fees for new gas, water and sanitary sewer utilities installed for this project. See Drawing Sheets C-102 and P-201 for contact information on gas, water and sanitary sewer utility installations."

1.19 PERMITS

1.19.1 Clearance Work Request

1.19.1.1 AF Form 103

Contractor shall coordinate with appropriate utility locating agencies, including base communications cable maintenance (Items 1 through 15) of AF

SECTION 01 11 00 Page 4

Form 103, Base Civil Engineering Work Clearance Request. AF Form 103 will be given to the contractor during the pre-construction meeting. Contractor shall complete and follow all instructions on AF Form 103 before start of work on base. A copy of AF Form 103 instructions will be available to the contractor during the pre-construction meeting.

1.19.1.2 Processing

Before any excavation, alteration, or other construction work is begun, the contractor shall obtain and fully process an AF Form 103, Base Civil Engineering Work Clearance Request. The form requires extensive coordination with several base agencies including furnishing all locations, detailed information, and sketches regarding any proposed excavation(s).

Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. The AF Form 103 shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative. A copy of the signed form shall be submitted to the Contracting Officer and a copy to the project inspector.

1.19.1.3 Scheduling

Contractor shall schedule a meeting time to meet with each utility agency at the work site to locate affected utilities.

1.19.1.4 Maintenance

Contractor shall maintain all marked utilities in the field once they are initially marked by each utility agency. If markings are damaged, contractor shall request new locates and shall give the locating agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the contractor unless otherwise approved by the Approving Officer. Cost to do the repeat locates will be deducted from the final invoice. Cost will be calculated using the average shop rate of each agency. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities still have to be maintained by the contractor by placing stakes or transcribing the marks on a drawing. When construction resumes, contractor shall re-mark the site and may request verification of utility locations at no additional cost to him. Off-base utility locates agencies might request additional costs for repeat locates.

1.19.1.5 Request Approval

Clearance request is not valid until signed by the Approving Officer, block 17 of the AF Form 103. Approving Officer will not sign until all locates are marked and all utility locating agencies signatures are on the form.

Excavation work shall commence within 30 days after the Approving Officer's signature; otherwise, clearance request is invalid and a new request is required. Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

1.19.1.6 Utility Protection

The contractor shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling.

SECTION 01 11 00 Page 5

1.20 GOVERNMENT-CAUSED DELAYS

1.20.1 Site Access Delays

The contractor shall allow a minimum of 30 minutes processing time to enter or leave MAFB or controlled/restricted areas. Depending on the time of day, the contractor should expect up to 2 hours processing time one-way through the entry control point (ECP) and escort to the project site. This cost shall have been factored into the contractor's bid price.

1.20.2 Unscheduled Work Stoppages

In the event of a military exercise or event, the contractor may be required to vacate the area of all personnel, equipment, and materials for an indefinite period.Contractor should expect five day of weather delays and shall reflect that in their bid.

1.20.3 Delay/Stoppage Unit Pricing

The Contractor shall bid a crew hourly rate for any site access delays beyond 120 minutes and Government-caused work stoppages when the entire work crew will be asked to evacuate the work area. All site access delays or Government-caused work stoppages must be reported by the Contractor, in writing to the Contracting Officer within 24 hours of occurrence.

1.21 SECURITY REQUIREMENTS

1.21.1 Base Regulations

All activities of the contractor and his employees shall be conducted in strict accordance with Minot AFB Security Regulations. Copies of these regulations will be furnished to the contractor upon request.

1.21.2 Identification of Employees

The contractor will submit to the Contracting Officer a Personnel Listing in three copies with each employee's name, address, SSN, home and business phone numbers, date and place of birth, and name, address and telephone number of the firm that will be working at the construction site. This listing must be provided no-later-than the date of the preconstruction conference. Changes to the list will take place prior to employees arriving at the job site. Each employee shall have two forms of identification to be permitted entry into the job site. One form of identification shall have a picture.

1.22 SANITARY FACILITIES

The contractor shall provide a portable sanitary facility at no cost to the Government.

1.23 BUILDING INFORMATION CHECKLIST

The contractor shall provide the Contracting Officer with a completed Building Information Checklist meeting the requirements of UFC 1-300-08, Criteria For Transfer And Acceptance of DoD Real Property upon close out of the project that identifies all real property incorporated into the project construction. Real property is defined as land and improvements to land (i.e., facilities). It includes equipment affixed and built into the facility as an integral part of the facility (such as heating systems), but not movable equipment (e.g., plant equipment, industrial equipment, buoys).

SECTION 01 11 00 Page 6

In many instances this term is synonymous with real estate.

1.24 ASBESTOS AND LEAD PAINT ABATEMENT

The contractor shall abate existing asbestos containing and lead paint materials disturbed by their construction activities to complete the project. Abatement requirements are specified in specification Section 01 57 20, Environmental Protection.

The contractor is responsible for including in their price proposal abating all asbestos containing material identified in the hazardous materials survey attached to Section 01 57 20 Environmental Protection. Lead paint was also identified in the hazardous materials survey. However, the only abatement required by this contract will be lead based paint disturbed by the work of this contract. The contractor is not responsible for abating materials not identified in the specification's hazard material report or drawings. Should the contractor encounter any suspect materials not identified in the hazardous materials survey, he shall stop work and notify the Contracting Officer immediately.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00 Page 7

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:.

Preconstruction Submittals

EAL Personnel, Vehicle and Equipment List

1.2 RESTRICTED AREA REQUIREMENTS

1.2.1 General

The project site is located within the Weapons Storage Area (WSA) of Minot Air Force Base (Minot AFB). The WSA is designated as a "Restricted Area" and is enclosed by a security fence with access to the project site from the Base proper available only through the entry control point (ECP) on the fence perimeter.

Due to the WSA security requirements, the contractor's workforce and suppliers (includes personnel, vehicles and equipment) are required to process through the ECP, then be escorted to and from the project site, and remain under observation at the project site at all times.

1.2.2 Security Requirements

The contractor shall comply with all requirements of Minot Air Force Base Integrated Defense Plan 31.

1.2.3 Contractor Project Management Responsibilities

The contractor shall be responsible for managing their work so that their workforce and suppliers have reasonable access to the project site. The Government will not provide the contractor with additional compensation or contract time for the contractor's lack of reasonable project management that resulted in delays with accessing the project site.

Possible project management measures to allow reasonable access to the project site include:

1. Closely coordinate the processing of workforce and suppliers through the ECP with the Government.

2. Processing workforce and suppliers through the ECP during off-peak demand times (other contractors and Government employees also access the WSA during the day).

3. Minimizing the number of vehicles requiring processing through the ECP. Consideration should be given to store equipment, tools and materials on-site.

SECTION 01 14 00 Page 1

4. Working extended hours and off-peak hour workdays if these time frames can be accommodated by the Government.

5. Closely coordinating delivery of time sensitive construction materials (i.e., ready-mix concrete, bituminous concrete, etc.)

6. Maintain authorized telephone service at the project site to coordinate activities. Cellular telephones are not allowed within the

WSA.

1.2.4 Entry Authorization List (EAL)

Prior to the notice to proceed, the contractor shall provide the Contracting Officer (CO) with information needed to process an entry authorization list (EAL) authorizing contractor personnel, vehicles and equipment access to the project site. Each person listed on the EAL will undergo a security background check. Once the CO has received the needed information from the contractor, the EAL takes approximately 20 working days to process. The contractor is responsible for managing the approved EAL to include notifying the CO sufficiently in advance when the EAL will expire so a new EAL can be processed. If the contractor desires to add personnel, vehicles or equipment to the EAL all of the previous authorized entries (personnel, vehicles and equipment) require reprocessing and the prior EAL is invalid.

1.2.4.1 EAL Personnel, Vehicle and Equipment List

The contractor shall submit to the CO a list showing the full name (exactly as it appears on the identification), birth date, Social Security Account Number (SSAN), and two (2) forms of credentialed identification (ID) for each employee or supplier being utilized for the on-site work (one of which must be a photograph). Only the following are acceptable: passport, state issued driver's license, state issued photograph identification, Social Security card, or Base identification (if issued for prior on-base work only). The contractor shall include with the EAL submittal a photocopy of all of the IDs to be used. One of the forms of identification shall have a SSAN on it. This list will be used to prepare the EAL referenced above.

Supervisors and superintendents shall be identified as such on the contractor's list for identification on the EAL.

The contractor shall also submit to the CO a list showing the year, make/model, license number and state licensed, and color of vehicles utilized for on-site work.

In addition, the contractor shall submit to the CO a list showing a description, make, model and serial number of equipment utilized for on-site work.

Deletions to the EAL may be made without preparing a new list but must be requested by the contractor in writing. However, a new list shall be submitted by the contractor for any addition or change to the EAL.

1.2.5 Entry Control Point Access

Upon arrival to the WSA public parking areas on the outside of the security fence, the contractor personnel shall wait for their assigned Government escort. Contractor personnel must remain outside of the security fence and in or near their vehicle or at the shelter area located outside of the security fence area until the arrival of the Government escort.

SECTION 01 14 00 Page 2

Upon arrival, all contractor personnel will provide the Government escort with two (2) forms of identification as listed above stating the employee's full name and a control ID number (i.e. driver's license number, passport number, social security number (SSAN). These two forms of identification shall be the same two forms of ID used to generate the EAL.

The Government escorts will then process the contractor personnel through the ECP. Processing will include a search of each individual along with their hand-carried equipment and vehicle, verification of identification, and a briefing.

The contractor's workforce and suppliers will also be searched and have their identification verified when leaving the WSA.

If contractor personnel are not listed on the EAL, or those who are listed cannot provide proper identification, they will not be permitted on the site. Delays caused by lack of proper EAL information or proper identification shall be at no cost to the Government.

1.2.6 Government Escort

During all times within the WSA, the contractor personnel will be accompanied and continuously monitored by escorts. Failure to remain within the area being monitored is a serious breach of security and safety regulations. The contractor shall take all necessary action to ensure compliance. The Contracting Officer (CO) reserves the right to deny entry to/or take action with any contractor personnel who refuse to conform to security and/or safety regulations. Delays resulting from such entry denial shall not result in any cost to the Government or schedule delay.

1.2.7 Government Exercises

In the event of a Government exercise, the contractor may be required to vacate the area of all personnel, equipment, and materials for an indefinite period. The contractor shall notify the Contracting Officer (CO) within 24 hours of being directed to vacate the project site. The contractor should expect up to 5 weeks of delayed work due to exercises.

1.2.8 Free Zone

The Government may choose to establish a "Free Zone" for the project site.

If established, the Government will set up a cordon surrounding the project site that defines the Free Zone boundary and entry point(s) on the Free Zone cordon to provide access into the Free Zone. The purpose of the Free Zone is to allow the contractor's workforce and suppliers free movement within the defined Free Zone boundary. The Government will monitor the Free Zone cordon boundary and control the entry point(s). The contractor's workforce and suppliers will still be escorted by the Government from the ECP to the Free Zone entry point(s).

If established, the contractor will be issued a Free Zone authorization letter by the Government. The contractor shall comply with all requirements of the Free Zone authorization letter.

PART 2 PRODUCTS

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SECTION 01 14 00 Page 3

PART 3 EXECUTION

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-- End of Section --

SECTION 01 14 00 Page 4

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager and the Designer of Record, if applicable, to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited

to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications;

warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

Data type submittals shall be provided in electronic format either on disk or posted on a cloud service followed by an email confirmation for retrival by the government.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions

Submittals requirements are specified in the technical sections.

Submittals are identified by submittal description titles as follows:

Preconstruction Submittals

Submittals which are required prior to start of construction (work).

issuance of contract notice to proceed.or commencing work on site.or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Section 01 33 00

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

Design submittals, design substantiation submittals and extensions of design submittals.

Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTALS

Submit the following in accordance with this section.

Preconstruction Submittals

Submittal Register

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.5 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.5.1 Submittals Required from the Contractor

As soon as practicable after award of contract, and before procurement of fabrication, forward to the government, submittals required in the technical sections of this specification, including shop drawings, product data and samples. Forward electronic transmittal form for all submittals to the contracting officer.

1.5.1.1 O&M Data

The government will review and approve O&M Data to verify the submittals comply with the contract requirements; submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

In the event the Contractor fails to deliver O&M Data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the item with which such O&M Data are applicable.

1.6 PREPARATION

1.6.1 Transmittal Form

Transmit submittals with transmittal form prescribed by contracting officer and standard for project. On the transmittal form identify Contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled, "Identifying Submittals," of this section.

Use transmittal form (AF Form 3000) for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor.

Properly complete this form by filling out all the heading blank spaces and identiofying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.6.2 Identifying Submittals

When submittals are provided by a Subcontractor, the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Date of the drawings and revisions.

d. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other subcontractor associated with the submittal.

e. Section number of the specification section by which submittal is required.

f. Submittal description line number, as dedicated on AF Form 66, of each component of submittal.

g. When a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

h. Product identification and location in project.

1.6.3 Format for Shop Drawings

Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless other form is required.

Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings.

Identify materials and products for work shown.

Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.

Submit drawings in PDF format unless otherwise noted.

1.6.4 Format of Product Data and Manufacturer's Instructions

Present product data submittals for each section as a complete, bound volume.

Include table of contents, listing page and catalog item numbers for product data.

Indicate, by prominent notation, each product which is being submitted;

indicate specification section number and paragraph number to which it pertains.

Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project, with information and format as required for submission of Certificates.

Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, submit as specified for Certificates.

Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer.

State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal and marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of construction effort.

Submit manufacturer's instructions prior to installation.

1.6.5 Format of Samples

Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 6 inch length or length to be supplied, if less than 6 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.6.6 Format of Design Data and Certificates

Provide design data and certificates on 8 1/2 by 11 inches paper. Provide a bound volume for submittals containing numerous pages.

1.6.7 Format of Test Reports and Manufacturer's Field Reports

Provide reports on 8 1/2 by 11 inches paper in a complete bound volume.

Indicate by prominent notation, each report in the submittal. Indicate specification number and paragraph number to which it pertains.

1.6.8 Format of Operation and Maintenance Data (O&M)

Comply with the requirements specified in Section 01 78 23 OPERATION AND MAINTENANCE DATA for O&M Data format.

1.6.9 Format of Preconstruction Submittals and Closeout Submittals

When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply Contractor's approval stamp to document, but to a separate sheet accompanying document.

1.6.10 Source Drawings for Shop Drawings

The entire set of Source Drawing files (DWG) will not be provided to the Contractor. Only those requested by the Contractor to prepare shop drawings may be provided. Request the specific Drawing Number only for the preparation of Shop Drawings. These drawings may only be provided after award.

1.6.10.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government.

The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic Source Drawing files are not construction documents.

Differences may exist between the Source Drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic Source Drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic Source Drawing files for use in producing construction data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.6.11 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer.