Attachment_2_10-0029_Specifications.pdf

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Renovate WPAFB Area B Fire Station Federal contract opportunity
Solicitation number
FA8601-17-B-0001
Issued by
Department of the Air Force Materiel Command Lifecycle Management Center Wright Patterson Air Force Base

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Attachment 2 - Specs

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Wage_Determination_OH170102.pdf PDF
FA8601-17-B-0001_Amendment_001.pdf PDF
Site_Visit_Sign_in_Sheet.pdf PDF
Attachment_3_Wage_Decision_OH102.pdf PDF
Attachment_4_Limitation_of_Cost_.xlsx XLSX spreadsheet
FA860117B0001.pdf PDF
Attachment_1_10-0029_Drawings.pdf PDF

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ZHTV 100029

ADD TO/MODERNIZE FIRE STATION

FACILITY 20626

SPECIFICATIONS VOL. 1

27 APRIL 2015

Engineering Division

88th Civil Engineering Group

Building 11, Area A

ADD TO/MODERNIZE FIRE STATION ZHTV100029

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 01 00 SUMMARY (WPAFB)

01 01 50 PROJECT GENERAL REQUIREMENTS (WPAFB)

01 02 20 GENERAL ENVIRONMENTAL PROTECTION REQUIREMENTS (WPAFB)

01 33 00 SUBMITTAL PROCEDURES (WPAFB)

DIVISION 02 - EXISTING CONDITIONS

02 08 10 REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS

(WPAFB)

02 08 33 REMOVAL OF POLYCHLORINATED BIPHENYL FLUORESCENT LIGHT

BALLASTS (WPAFB)

02 08 34 REMOVAL OF MERCURY-CONTAINING LAMPS (WPAFB)

02 08 50 REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS ON

UNDERGROUND UTILITY LINES (WPAFB)

02 09 00 REMOVAL AND DISPOSAL OF LEAD CONTAINING MATERIALS

INCLUDING LEAD-BASED PAINT (LBP) (WPAFB)

02 09 10 OZONE DEPLETING SUBSTANCE RECOVERY (WPAFB)

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

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 20 00 FINISH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 31 13 ASPHALT SHINGLES

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

PROJECT TABLE OF CONTENTS Page 1

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET 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 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23 DIRECT DIGITAL CONTROL (DDC) FOR HVAC AND OTHER LOCAL

BUILDING SYSTEMS (WPAFB)

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 43.00 20 LOW PRESSURE WATER HEATING BOILERS (UNDER 800,000 BTU/HR

OUTPUT)

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 51 00 INTERIOR LIGHTING

PROJECT TABLE OF CONTENTS Page 2

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00.00 06 EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 01 00

SUMMARY (WPAFB)

3/10

PART 1 - GENERAL

1.01 SCOPE OF WORK

A. The work covered by these specifications consists of furnishing all labor, equipment, appliances, devices and materials, and performing all operations necessary in connection with Add to/Modernize Fire Station, Facility 20626including removals and miscellaneous work as herein specified and as shown, indicated, or noted on the drawings.

B. The work shall conform to the drawings listed in the following schedule.

SCHEDULE OF DRAWINGS

Number Sheet Designation Date Rev Date

T001 1 of TITLE SHEET C100 1 of EXISITNG SITE PLAN C101 1 of COMPOSITE SITE PLAN A001 1 of LIFE SAFETY PLAN A002 1 of ROOM FINISH & SIGN SCHDEULES A003 1 of DOOR SCHEDULE & DETAILS D100 1 of DEMOLITION PLAN A100 1 of FLOOR PLAN A101 1 of PARTIAL FIRST FLOOR PLAN A110 1 of ROOF PLAN A120 1 of TRAILER LAYOU FLOOR PLAN A200 1 of EXTERIOR ELEVATIONS A300 1 of RESTROOM PLAN,INTERIOR ELEVATIONS & DETAILS A400 1 of REFLECTED CEILING PLAN A500 1 of BUILDING SECTIONS A600 1 of WALL SECTIONS AND DETAILS A601 1 of WALL SECTIONS AND DETAILS A602 1 of DETAILS F100 1 of FURNITURE PLAN

S001 1 of SPECIAL INSPECTIONS & GENERAL NOTES S002 1 of SPECIAL INSPECTIONS AND GENERAL NOTES S101 1 of FOUNDATION AND 1ST FLOOR FRAMING PLAN S102 1 of LINTEL FRAMING PLAN S103 1 of HIGH LINTEL AND ROOF FRAMING PLAN S201 1 of FOUNDATION DETAILS S202 1 of FOUNDATION & FRAMING DETAILS S203 1 of FOUNDATION & FRAMING DETAILS S301 1 of FRAMING DETAILS

E001 1 of LEGEND E002 1 of GENERAL NOTES AND DETAILS E003 1 of SCHEDULES AND DETAILS E004 1 of ELECTRICAL SITE PLAN E101 1 of FIRST FLOOR PLAN - DEMOLITION

SECTION 01 01 00 Page 1

E201 1 of FIRST FLOOR PLAN - LIGHTING E202 1 of FIRST FLOOR PLAN - POWER E203 1 of FIRST FLOOR PLAN - SYSTEMS E300 1 of PANELBOARD SCHEDULES E301 1 of SINGLE-LINE

FS101 1 of LEDGEND AND NOTES FS102 1 of FIRST FLOR PLAN

H001 1 of LEGEND H002 1 of NOTES & SCHEDULES H003 1 of DETAILS H004 1 of DETAILS H005 1 of SCHEMATICS H006 1 of CONTROL SEQUENCES H007 1 of CONTROL SCHEMATICS H008 1 of CONTROL SCHEMATICS H009 1 of HVAC SITE PLAN-NEW WORK H100 1 of FIRST FLOOR PLAN - DEMOLITION H200 1 of FIRST FLOOR PLAN - NEW WORK H300 1 of ENLARGED PLAN H301 1 of ENLARGED PLAN AND SECTIONS

P001 1 of LEDGEND,NOTES & INDEX P002 1 of SCHEDULES & DETAILS P100 1 of FOUNDATION PLAN - DEMOLITION P101 1 of FIRST FLOOR PLAN - DEMOLITION P200 1 of FOUNDATION PLAN - NEW WORK P201 1 of FIRST FLOOR PLAN - NEW WORK P301 1 of SOIL, WASTE & VENT DIAGRAMS

MEP1 1 of SEMISIC DETAILS MEP2 1 of SEMISIC DETAILS MEP3 1 of SEMISIC DETAILS

1.02 LOCATION

A. The site of the work is Building 20626, Area B Wright-Patterson Air Force Base, Ohio.

1.03 GOVERNMENT FURNISHED PROPERTY

A. No Government furnished property will be included as part of this project.

1.04 REMOVALS AND SALVAGE

A. Remove and dismantle all items which are shown to be removed or which must be removed to complete the work.

B. All materials, equipment, and debris resulting from this work and not designated for reuse in new work nor designated to be salvaged for the Government, will become the property of the contractor and shall be removed from the work site as it accumulates.

C. The contractor shall properly dispose of removed materials outside Wright-Patterson Air Force Base.

SECTION 01 01 00 Page 2

1.05 INSTRUCTIONS TO THE CONTRACTOR

A. The superintendent in charge of this work shall personally contact the contract Inspector and the Contracting Officer, 88 ABW/PKE, 257-6571, a minimum of 72 hours before starting site operations of the contract, before resumption of seasonal work, before restarting work after a lengthy delay, and prior to moving men and equipment from one site of work to another.

B. Work areas to remain occupied by Government personnel are shown on the plans.

C. The display of signs of a commercial nature within the boundaries of the installation will not be permitted. In no event will the contractor be permitted to use the government installation for the resale of surplus, structures, other improvements, or related equipment.

END OF SECTION

SECTION 01 01 00 Page 3

ADD TO/MODERNIZE FIRE STATION 100029

SECTION 01 01 50

PROJECT GENERAL REQUIREMENTS (WPAFB)

7/16

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Submittals (1.2)

B. Coordination and scheduling requirements (1.3)

C. Protection of personnel and Government property (1.4)

D. Radiation Safety (1.5)

E. Requirements for fire protection, welding and cutting (1.6)

F. Construction facilities and job site standards (1.7)

G. Utilities (1.8)

H. Temporary construction controls (1.9)

I. Definitions (1.10)

J. Acronyms and Abbreviations (1.11)

K. Applicable Publications (1.12)

L. Materials and Equipment (1.13)

M. Testing (1.14)

N. Cleaning Requirements (1.15)

O. Demolition and Deconstruction (1.16)

P. Project Close-out (1.17)

Q. Transfer and Acceptance of Military Real Property DD Form 1354 (1.18)

R. BUILDER Updating (1.19)

S. Safety Requirements (1.20)

T. Warranty service (1.21)

U. The requirements of this section apply to the entire project including all addenda or change orders which may be issued to modify the contract documents.

V. Due to the general nature of this section, paragraphs may exist which are not applicable to any required work. In general, every provision of this section applies to all of the work that the provision could conceivably relate.

SECTION 01 01 50 Page 1

1.2 SUBMITTALS

The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Progress Schedule; G

Site Layout Plan; G

Reduced Pressure Principle Backflow Device; G

Demolition and/or Deconstruction Plan; G

Accident Prevention Plan; G

SD-10 Operation and Maintenance Data

Hard Copy O&M Manual; G

Electronic Copy O&M Manual; G

Provide four (4) electronic copies of the O&M manuals. Electronic O&Ms shall be in the form of searchable PDF files saved in separate folders by discipline. Individual file names shall logically indicate the material/product information of the OM data contained. Provide files on DVD/R's. Electronically scan and verify disks are virus free prior to submission to the government.

SD-11 Closeout Submittals

As-Built Drawings; G

Project Closeout Certification; G

DD Form 1354; G

Final BUILDER Update Form; G

See paragraph 1.15 for As-built submission requirements. See paragraph 1.17 for Final BUILDER Update Form submission requirements.

1.3 COORDINATION AND SCHEDULING REQUIREMENTS

A. The Contractor shall visit the site to thoroughly familiarize him or herself with all details of the work and working conditions, to check and verify all dimensions in the field, and shall advise the Contracting Officer of any discrepancies before performing any work. The Contractor shall be specifically responsible for the coordination and proper relation of all work for the entire project and for the work of all trades, and for the neat appearance, correct fitting, required quantities, etc., of all work in this project.

B. Coordinate all construction activities with:

1. Project Inspector

SECTION 01 01 50 Page 2

2. Contracting Officer

3. Base Fire Department, 257-4075

4. Security Police, 257-6516

C. The Civil Engineering Group, 88 CEG, Wright-Patterson Air Force Base, (Building 11, Area A) Ohio, is hereby designated as the representative of the Contracting Officer and responsibilities include but are not necessarily limited to the following:

1. Technical review of shop drawings, catalog cuts, and technical data for all material and equipment requiring approval.

2. Periodic inspection and final acceptance of the work under the contract.

3. Verifying progress is maintained in accordance with the contractor's approved progress schedule.

4. Verifying that contractor is accomplishing work in conformance with contract requirements.

D. Prior to the start of any construction operations, a schedule of work or operations in proper sequence shall be submitted by the contractor for approval by the Fire Protection Branch, Security Police, Safety Office, and the Contracting Officer so as to cause a minimum amount of disruption to the normal flow of traffic on streets, pedestrian travel, base security, and facility operations.

1. Submit to the Contracting Officer, who will submit to 88 CEG/CENMP for approval, a construction progress schedule detailing on a weekly basis when work is to begin for each work area and what work is to be accomplished (including quantities), etc. While factors not under the contractor's control may cause the contractor to fall behind the schedule, the intent of the schedule is to inform base personnel of planned orderly progression of the work in proper sequence. Once the construction progress schedule is approved, do not deviate from the sequence without prior approval.

2. The Government retains the right to limit the number and location of all material storage, construction and office trailers, temporary structures of any kind and open storage and staging areas requested by the contractor to support this project. The contractor shall be responsible to submit a site layout plan identifying number, purpose, proposed location and certification of compliance with section 01 01 50, 1.6, B of any and all material storage, office and construction trailers and temporary structures required for accomplishment of this project. The plan shall also identify any and all required open storage and staging areas. For design-build contracts, the site layout plan shall be developed and reviewed as part of the Design Drawings. For Design-bid-build projects, submit the site layout plan in accordance with drawings if site lay down information is specified. This plan must be submitted to 88 CEG/CEN for review and approval a minimum of three weeks prior to mobilization.

E. Before starting any work where traffic will be impeded or hindered, especially fire trucks and security police vehicles, call and notify the Fire Protection Branch (extension 257-4075) and the Security Forces (257-6516 or 257-6517) 72 hours prior to placing barricades or starting any work. Under no circumstances place any barricades or start work until

SECTION 01 01 50 Page 3 after the Fire Protection Branch and Security Police have been notified and have approved the barricading of work areas.

F. Furnish flagmen, barricades, and other warning devices as required to safely route traffic through the construction areas. Selected streets may be closed to traffic when necessary during the construction operations, upon prior approval of the Contracting Officer. When roads are closed, establish and mark safe detours for vehicles to follow. Detours, road closures and lane closures shall be marked and signed in accordance with "Work Zone Traffic Control-Standards and Guidelines" (US Department of Transportation; Federal Highway Administration) or with the Ohio Department of Transportation, Ohio Manual of Uniform Traffic Control Devices (MUTCD).

Furnish the Contracting Officer with the names, addresses and telephone numbers of two employees who will be responsible for warning light and barricade maintenance.

G. On site working hours for the contractor will be Monday through Friday between the hours of 7:30 a.m. and 5:00 p.m. unless otherwise noted. No on site work shall be performed on Saturdays, Sundays, and Federal holidays unless otherwise stated or shown. If the contractor wishes to work during periods other than above, permission must be requested from the contracting officer at least 48 hours in advance of his desire to work during these periods.

H. Perform all demolition operations on base between the hours of 8:30 a.m. and 4:00 p.m., Monday through Friday, except holidays. Movement of heavy or slow equipment within the base or work area before 8:30 a.m. and after 4:00 p.m. is prohibited.

I. Base Access- All vehicles larger than a 15-pax van or "step van" will enter WPAFB via the Commercial Vehicle Delivery Gate (16A) (CVDG).

This includes but not limited to tractor/trailer, concrete/asphalt mixing vehicles, box and flatbed containing cargo, gas/liquid/solid tanker trucks, box trucks, tour buses, garbage/recycled waste trucks, mixing trucks, dump trucks, cranes, recreational vehicles, and postal/mail trucks. Smaller vehicles will be searched and processed at the gate where the driver is attempting to enter the installation.

1. Concrete/Asphalt Trucks. Concrete/asphat mixing vehicles will process through the CVDG, however are not required to shut down their mixing drum during the inspection process.

Note: When a high volume of mixing trucks are required contact the Contracting Officer 2 weeks in advance of concrete/asphalt delivery.

Although not guaranteed, 88SFS will consider expedited inspection at the CVDG. Concrete mixing/asphalt contractors will provide a letter on company letterhead which includes contract number, dates of access, access point (as requested), driver names, social security numbers and truck information signed by contract authorized signer. Additional information may be required. Trucks will be required to present bill of lading, entry credentials, and their name and driver's license if requested and must submit to an inspection.

2. Gate Hours - (The information in this paragraph is for information only and is subject to change in particular before or after federal holidays and the latter part of December) In general only the 24 hour gates are open on federal holidays and weekends.

Normal gate operating hours are:

SECTION 01 01 50 Page 4

Gate 1A - 24 hours, Broad Street/Spruce Way Gate 12A - 24 hours, Childlaw Road (Main Gate, Area A) Gate 15A - 0600-1800, SR-844/Skeel Avenue Gate 16A - 0600-1800 Mon-Fri, 0600-1400 Sat, Communications Blvd (CVDG) Gate 26A - 0600-1800, Medway Road Gate 1B - 0600-1800, Springfield Street Gate 19B - 24 hours, 8th Street (Main Gate, Area B) Gate 22B* - 0530-1830, Colonel Glenn Hwy/I675 Gate 29B** - A.F. Museum, Bong Street

*Gate 22B operates as an INBOUND only gate from 0530-0930. Vehicles are not permitted to exit the installation via this gate during that time frame.

**Gate 29B provides access to the NMUSAF. Construction related activies through this gate need to be coordinated with government prior to use.

1.4 PROTECTION OF PERSONNEL AND GOVERNMENT PROPERTY

A. Areas requiring protection shall include the following:

1. Actual Construction Site - Area or areas within the work limits.

2. Storage Areas - Area or areas used for the storage of materials, devices, appliances and equipment to be used in the work.

3. Office and Shed Areas - Area or areas for placing or setting of temporary field office, tool sheds or storage sheds.

4. Transportation Areas - Streets, roads, driveways, parking areas, etc., paved and unpaved, and grass areas used for transportation purposes.

5. Areas surrounding the construction site.

B. The contractor shall conduct his work so that all property to remain and all personnel, shall be protected at all times from damage of any nature and from injury resulting from this work until completion of the contract.

C. The contractor shall furnish and spread dropcloths in the work areas as necessary to protect surfaces.

D. In the event of damages of any nature caused by this work due to improper protection, precaution or safety measures, such damages shall be repaired or such property shall be replaced by the contractor at no cost to the Government. In the event the contractor does not satisfactorily repair or replace such damage caused by the work of this contract, the Government will make the necessary corrections and the contractor shall reimburse the Government for inconveniences, labor, and materials, involved.

E. The contractor shall furnish, place and maintain all required barricades as specified and as directed by the Safety Office and the Contracting Officer. Access drives and doors shall remain clear at all times.

F. Provide temporary, insulated enclosures of openings in exterior surfaces of interior spaces to provide acceptable working conditions and protection of materials and property, to allow for temporary space conditioning, and to prevent entry of unauthorized persons. Maintain all existing exits unless shown otherwise.

SECTION 01 01 50 Page 5

G. Erect and maintain dustproof partitions as required to prevent the spread of dust and dirt to parts of the building near work areas. On completion, remove partitions and repair damaged surfaces to match adjacent surfaces.

H. Contractor shall be responsible for proper application of weather sensitive materials and shall not apply any such materials when weather conditions fall below the minimum recommended by the material manufacturer.

I. Contractor shall maintain 50 degrees F minimum temperatures throughout unoccupied interior portions of buildings under construction.

Contractor shall maintain 65 degrees F minimum temperatures throughout occupied portions of buildings undergoing construction or alteration. This requirement shall apply also in the event that available heating supplied by the building heating system is rendered inadequate during the course of construction to maintain the above temperature. All costs incurred by the Government resulting from the Contractors failure to maintain the above temperatures shall be reimbursed by the Contractor to the Government.

J. It shall be the responsibility of the Contractor with assistance from base personnel to locate all existing utility lines in the field before starting excavation of any kind. Contractor shall process an AF Form 103, Base Civil Engineering Work Clearance Request. Contractor shall notify the inspector a minimum of 2 weeks prior to the expected start of work to schedule and complete an on-site work clearance.

K. In order to prevent damage, all digging around utilities shall be done by hand. The distance to stay clear from the utilities with power excavating equipment shall be as follows:

Minimum Clearance Type of Utility From Outside Face

Storm and Sanitary 15" size 1'-6" and larger

Storm and Sanitary less than 2'-0" 15" size

Water, Steam and 2'-0" Air, all sizes

Fuels, Gas, Electric, 5'-0" Communications, Cable TV, all sizes

These clearances shall not be measured from the centerline of the utility but from each outside face or limit of the utility in both the horizontal and vertical directions. It shall be the Contractor's responsibility to determine the clearances and layout or stake the distance around the utilities to be excavated by hand.

L. Damages of any nature caused by this work shall be repaired or damaged property replaced at no expense to the Government. If the Contractor does not satisfactorily repair or replace the damaged property, the Government reserves the right to make the necessary corrections. The Contractor shall reimburse the Government for consequential damages and for all materials and labor used for the corrections.

SECTION 01 01 50 Page 6

M. The contractor shall protect and preserve the existing vegetation (grass, flowers, shrubs, trees, etc.) and shall be liable for any damage to same.

N. Where temporary removal of plants is required to perform the work, each plant shall be removed, adequately balled, stored, watered, and replanted. The contractor shall be responsible for the replacement of plants which die within six months of replanting, at the contractors expense.

O. UNDER NO CIRCUMSTANCES WILL STEEL TRACKED EQUIPMENT TRAVEL ACROSS

ANY PAVEMENT, CONCRETE OR ASPHALT, ON BASE. ALL STEEL TRACKED EQUIPMENT

WILL BE TRANSPORTED ON TRAILERS TO THE JOBSITE.

P. For construction projects where restrooms will be unused for a period of more than 30 days, the construction contractor shall exercise flush valves on all devices at least every 30 days to ensure vacuum breakers do not dry out. If exercising flush valves is not possible (example: replacing a sanitary main in a building) for more than 30 days, the contractor shall replace vacuum breakers on all devices at the completion of the project.

1.5 RADIATION SAFETY

A. Radioactive Materials: Authorization in writing shall be received from the 88 AMDS/SGPB before bringing radioactive material sources onto WPAFB. Requests shall be made in writing a minimum of 30 days prior to the start of the project. The use of radioactive material sources will be reviewed and approved on a case-by-case basis. Individuals bringing radioactive materials on base are expected to have available at all times a copy of their license to possess radioactive materials and a copy of the last leak test record for sealed sources. Examples of radioactive material sources include those used for non-destructive testing such as cobalt-60, and iridium-192, sources inside soil moisture density gauges, sources used in lead paint analyzer devices, anti-static sources, sources in smoke detector systems and sources incorporated in self-luminous signs.

B. X-RAY GENERATING EQUIPMENT: Authorization in writing shall be received from 88 AMDS/SGPB before bringing x-ray producing devices onto WPAFB. Requests shall be made in writing a minimum of 30 days prior to the start of the project. High-energy x-ray devices are commonly used for non-destructive testing. Other examples of x-ray generating equipment are electron microscopes, diffractometers and similar types of analytical laboratory equipment. Each device will be reviewed and approved for operation on the installation prior to use.

C. SMOKE DETECTORS: Smoke detectors which are removed from service and contain radioactive material shall be turned into 88 AMDS/SGPB. Contact the contracting officer to coordinate the turn-in of these items.

D. RADON: WPAFB is considered as a medium risk installation, and as such, the design and construction of all new structures should incorporate radon resistant features in accordance with AFI 48-148. Contact 88 AMDS/SGPB for further information concerning radon.

SECTION 01 01 50 Page 7

1.6 FIRE PROTECTION, WELDING AND CUTTING REQUIREMENTS

A. First Aid Fire Protection

1. Portable fire extinguishers shall be provided where needed and inspected and maintained in accordance with NFPA 10, Portable Fire Extinguishers.

2. Fire extinguishers shall be suitably placed, distinctly marked, readily accessible, and maintained in a fully charged and operable condition.

3. Approved fire blankets shall be provided and kept in conspicuous and accessible locations as warranted by the operations involved.

4. A fire extinguisher rated not less than 2-A:10-B:C, shall be provided for each 3,000 square feet of the protected building area, or major fraction thereof. Travel distance from any point of the protected area to the nearest fire extinguisher shall not exceed 75 feet.

5. One or more fire extinguishers, rated not less than 2-A:10-B:C, shall be provided on each floor. In multistory buildings, at least one fire extinguisher shall be located adjacent to each stairway.

6. A fire extinguisher, rated not less 10B shall be provided within 50 feet of wherever more than 5 gallons of flammable or combustible liquids or 5 pounds of flammable gas are being used on the worksite. This requirement does not apply to the integral fuel tanks of motor vehicles.

7. At least one portable fire extinguisher having a rating of not less than 20-B units shall be located outside of but not more than 10 feet from the door opening into any room used for storage of more than 60 gallons of flammable or combustible liquids.

8. At least one portable fire extinguisher having a rating of not less than 20-B units shall be located not less than 25 feet, nor more than 50 feet from any flammable liquid storage area located outside.

9. At least one portable fire extinguisher not less than 20-B:C units shall be provided on all tank trucks or other vehicles used for transporting and/or dispensing flammable or combustible liquids.

10. Each service or fueling area shall be provided with at least one fire extinguisher having a rating of not less than 20-B:C located so that an extinguisher will be within 50 feet of each pump, dispenser, underground fill pipe opening, and lubrication or service area.

13. Fire extinguisher equipment shall be provided in storage areas according to the hazard present.

14. Fire extinguisher or equivalent protection shall be provided at the head and tail pulleys of underground belt conveyors and at 300 foot intervals along the belt.

15. Fire extinguishers listed or approved by a nationally recognized testing laboratory shall be used.

SECTION 01 01 50 Page 8

16. No fire shall be fought where there is imminent danger of contact with explosives. All persons shall be removed to a safe area and the fire area guarded against intruders.

17. A fire extinguisher rated not less than 2-A:10-B:C shall be provided where melting pots, torches, or open flames are in use.

18. A 1/2-inch diameter garden hose line, not to exceed 100 feet in length and equipped with a nozzle, may be substituted for a 2-A rated fire extinguisher, provided it is capable of discharging a minimum of 5 gallons per minute with minimum hose stream range of 30 feet horizontally. The garden hose lines shall be mounted on conventional racks or reels. The number and location of hose racks or reels shall be such that at least one hose stream can be supplied to all points in the area.

19. Each bulldozer, scraper, dragline, crane, motor grader, front-end loader, mechanical shovel, backhoe, and other similar equipment shall be equipped with at least one dry chemical or carbon-dioxide fire extinguisher, having a minimum UL rating of 5-B:C.

B. Fire Patrols

1. When watchmen or guards are provided, they shall make frequent rounds through buildings and storage areas when work is suspended.

2. In any instance where combustible materials have been exposed to fire hazards, such as welding operations, hot metals, or open flame, a watcher shall be assigned to remain at the location for at least one hour after the exposure has ended.

C. Water Supply and Distribution

1. Where a water distribution system is required for the protection of buildings or other structures, water mains and hydrants shall be installed prior to or concurrently with the construction of the facilities.

2. Vehicles, equipment, materials, and supplies shall not be placed so that access to fire hydrants and other firefighting equipment is obstructed.

3. If the facility being constructed includes the installation of automatic sprinkler protection, the installation shall closely follow the construction and be placed in service as soon as laws permit following completion of each story.

4. For demolition or alterations, existing automatic sprinkler installations shall be retained in service as long as reasonable. The operation of sprinkler control valves shall be permitted only when approved by the Contracting Officer. Modification of sprinkler systems to permit alterations or additional demolition should be expedited so that the automatic protection may be returned to service as quickly as possible.

Sprinkler control valves shall be checked daily at close of work to ascertain that the protection is in service.

5. In all structures in which standpipes are required, or where standpipes exist in structures being altered, they shall be brought up as soon as construction permits, and shall be maintained as construction progresses so that they are always ready for fire protection use. The standpipes shall be provided with conspicuously marked fire department

SECTION 01 01 50 Page 9 connections on the outside of the structure at the street level. There shall be at least one standard hose outlet at each floor.

D. Fire Alarm Devices

1. An alarm system shall be established by the contractor whereby workers on the site and the local fire department will be alerted in the event of an emergency.

2. The alarm code and reporting instructions shall be conspicuously posted at phones and at worker entrances.

E. Welding and Cutting General

1. All welding and cutting equipment and operations shall be in accordance with standards and recommended practices of the American Welding Society, Safety in Welding and Cutting, ANSI 749.1 and NFPA 51B Standard for Fire Protection During Welding, Cutting and Other Hot Work as well as paragraph 1.16 of this specification section.

2. Transformer-type electric welding apparatus shall be installed, maintained and operated in accordance with the National Electrical Code.

3. Gas, welding and cutting equipment shall be listed by Underwriters' Laboratories, Inc. Chicago, Illinois or by Factory Mutual Laboratories, Boston, Mass.

4. All welding equipment shall be inspected daily. Defective equipment shall be removed from service, replaced, or repaired and reinspected before again being placed in service.

5. Each welding or cutting unit shall be equipped with a compatible fire extinguisher.

6. Two 2-A:10-B:C fire extinguishers shall be provided in the immediate vicinity of the welding or torch operation whenever combustible material is exposed.

7. Objects to be welded, cut or heated shall be moved to a safe location or, if they cannot be moved, all movable fire hazards in the vicinity shall be taken to a safe place or the combustible material and construction shall be protected from the heat, sparks, and slag of welding.

8. Workers and the public shall be shielded from welding rays, flashes, sparks, molten metal, and slag.

9. Cable, hoses, and other equipment shall be kept clear of passageways, ladders, and stairways.

10. All hollow spaces, cavities, or containers shall be vented to permit the escape of air or gases before preheating, cutting, or welding.

Department of Transportation, Office of Pipeline Safety, 49 CFR Part 192, Minimum Federal Standards for Gas Pipelines, shall apply when welding, cutting, and heating on steel pipelines containing natural gas. Pipelines containing gases or flammable liquids or conduits containing electrical conductors shall not be used as a ground return.

11. When welding or cutting must be done an AF Form 592 USAF Welding, Cutting and Brazing Permit shall be obtained. Contact the WPAFB

SECTION 01 01 50 Page 10

Fire Prevention Office at (937) 257-4075 at least 24 hours in advance to request a permit. Weekend Permits can only be authorized by the Contracting Officer who shall notify the Fire Prevention Office that work is authorized, Notification must be accomplished before Friday morning for permits to be issued for weekend work. The location shall be checked for latent fires after the work is completed.

12. Cylinders shall be kept beyond the range of sparks, hot slag, or flame and properly secured in a valve upright position. Backflash devices shall be installed on all tanks at the regulator location.

13. Positive mechanical and/or personal protective measures shall be taken when welding, cutting, or heating metals of toxic significance in enclosed spaces.

14. Oxygen shall not be used for ventilation, comfort cooling, blowing dust from clothing, or for cleaning the work area.

15. Before welding, cutting, or heating is commenced on any surface covered by a preservation coating whose flammability is not known, a test shall be made to determine its flammability. Preservation coatings shall be considered to be highly flammable when scrapings burn with extreme rapidity.

16. Precautions shall be taken to prevent ignition of highly flammable hardened preservation coatings. When coatings are determined to be highly flammable, they shall be stripped from the area to be heated to prevent ignition.

17. In enclosed spaces, all surfaces covered with toxic preservatives shall be stripped of all toxic coatings for a distance of at least 4 inches from the area of heat application or the employees shall be protected by air line respirators.

18. In the open air, workers shall be protected against toxic preservation coatings by a respirator that meets the requirements of NIOSH.

19. Preservative coatings shall be removed a sufficient distance from the area to be heated to ensure that the temperature of the unstripped metal will not be appreciably raised.

20. When the welding, cutting, or heating operation is such that normal fire prevention precautions are not sufficient, additional personnel shall be assigned to guard against fire and instructed in anticipated fire hazards and how firefighting equipment is to be used.

21. Hose which has been subject to flashback, or which shows severe wear or damage, shall be tested to twice the normal pressure to which it is subject but in no case less than 300 psi. Defective hose, or hose in doubtful condition, shall not be used.

22. No welding, cutting, or heating shall be done where the application of flammable paints, or the presence of other flammable compounds, or heavy dust concentrations creates a hazard.

23. Noncombustible barriers shall be installed below welding or burning operations in or over a shaft.

24. When welding, cutting, or heating is performed on walls, floors

SECTION 01 01 50 Page 11 and ceilings, the same precautions shall be taken on the opposite side as are taken on the side on which the welding is being performed.

25. All structural welding accomplished by the contractor on critical items such as scaffolding, shoring, forms, ladders, piling, Gas and Fuel Lines, etc., shall be performed by certified welders using qualified welding procedures. The contractor shall provide copies of the welders certificate to the Contracting Officer and the Fire Prevention Inspector when Requested.

F. Gas Equipment

1. Torch valves shall be closed and gas supply shut off whenever work is suspended for 30 minutes or more.

2. The torch and hose shall be removed from confined spaces whenever work is suspended.

3. All oxyacetylene or other fuel gas-oxygen combinations used in cutting or welding equipment shall have reverse-flow check valves between torch and regulator. Manifold systems shall have the reverse-flow valves installed at the manifold connections.

4. Boxes used for the storage of gas hose shall be ventilated.

5. Acetylene regulators shall not be adjusted to permit a discharge pressure greater than 15 psig.

6. Connection of multiple sets of oxyacetylene hoses to a single regulator on a single set of oxyacetylene tanks may only be accomplished by installing a commercially available fitting approved by Compressed Gas Association (CGA) Standards and UL listed. The fitting shall be installed on the output side of the regulator and shall have a built-in shut-off valve and reverse-flow check valve on each branch.

G. Electric Equipment

1. Switching equipment for shutting down the welding machine shall be provided on or near the welding machine.

2. The noncurrent carrying metal parts of electrically powered welding machines shall be grounded. Grounding circuits, other than by means of the structure, shall be checked to ensure that the circuit between the ground and the equipment to be grounded has resistance low enough to permit sufficient current to flow to cause the overcurrent device to interrupt the circuit.

3. Neither terminal of the welding generator shall be bonded to the frame of the welder.

4. Pipe lines containing gases or flammable liquids or conduits carrying electrical conductors shall not be used for a ground return circuit.

5. The equipment shall be shut down when the leads are unattended.

6. Cables with splices or repaired insulation within 10 feet of the holder shall not be used.

SECTION 01 01 50 Page 12

7. Welding leads shall not be placed near power supply cables or other high-tension wires.

8. Welding leads shall not be permitted to contact metal parts supporting suspended scaffolds.

9. Circuits from welding machines used for other than welding tools shall be grounded.

H. Inert-Gas Metal-Arc Welding

1. Chlorinated solvents shall be kept at least 200 feet unless shielded, from the exposed arc. Surfaces prepared with chlorinated solvents shall be dry before welding is permitted on such surfaces.

2. Persons in the area not protected from the arc by screening shall be protected by filter lenses. When two or more welders are exposed to each other's arc, filter lens goggles shall be worn under welding helmets. Hand shields to protect the welders against flashes and radiant energy shall be used when either the helmet is lifted or the shield is removed.

3. Welders and other persons who are exposed to radiation shall be protected so that the skin is covered to prevent burns and other damage by ultraviolet rays. Welding helmets and shields shall be free of leaks, openings, and highly reflective surfaces.

4. When inert-gas metal-arc welding is performed on stainless steel, persons will be protected against dangerous concentrations of nitrogen dioxide by local exhaust ventilation or air line respirators.

1.7 CONSTRUCTION FACILITIES AND JOB SITE STANDARDS

A. The contractor shall be responsible for the storage and safekeeping of all material to be incorporated into the work. The contractor shall be responsible for all aspects of safety and security within the storage area.

B. If required the contractor may provide, but must minimize, material storage, construction and office trailers, temporary structures of any kind to support this project. The Government retains the right to limit the number and location of these facilities. If such facilities are required they must meet the following standards.

1. Facilities shall meet Air Force and Base fire regulations, and NFPA Fire Codes and be inspected and approved by the Fire Protection Branch.

2. The facilities must be sited and approved as required in section 01 01 50, 1.3, D, 3. The final approved site for these facilities will not necessarily be adjacent to the project.

3. The facilities shall be clean, in good condition, undamaged and free of rust or surface deterioration. Rental trailers shall be of a neutral color. Unsightly material storage or office trailers will not be permitted. A minimum 6ft tall chain-link fence with privacy fabric shall be provided along its perimeter in prominent areas to create a privacy screen from the surrounding context. Privacy fabric shall be black or dark gray.

(Trailers owned by the contractor or subcontractors which are other than a neutral color will be considered if identified and described in the job site plan required in section 01 01 50, 1.03, D, 3 and provided they meet

SECTION 01 01 50 Page 13 all other required standards.)

4. The contractor shall be responsible to maintain the condition of these facilities, as defined above, and the entire construction site in a neat, orderly, professional and uncluttered manner at all times throughout the length of the contract. Daily site appearance, including control of debris, open storage of materials and weed and grass control, shall conform to section 01 01 50, 1.14.

5. All facilities shall have a professionally made metal identification sign attached in a prominent location. The sign shall be 2' x 3' in size (with light colored lettering on a dark colored background) indicating the contractor's name, name and 24 hour phone number of someone to contact in case of emergency.

C. There shall be no storage of materials or equipment in other than the approved storage areas.

1.8 UTILITIES

A. The Government will permit the contractor to obtain the consumable portion of utilities without charge. Should the contractor's temporary demand for a utility exceed what is readily available at the work areas , the utility(s) shall be supplemented as necessary by the Contractor at his or her expense. The contractor is fully responsible for all costs associated with equipment, transmission, connections, structures, etc. to obtain that utility service. All other utility connections must be arranged and paid for directly by the contractor with the appropriate utility agency. Determine the availability of utilities and coordinate setup and activation of those utilities with the contracting officer. Any temporary utility infrastructure established shall be removed at the completion of the project by the contractor and at the contractor's expense.

B. All connections to the Government water system, either through direct connection to piping or via hydrants, shall be equipped with a reduced pressure principle backflow device approved for use by the Ohio Environmental Protection Agency (EPA) for public water supply. Prior to connecting to the Government water system, the contractor shall provide a submittal, for approval, to include the product date for the backflow device to be used and proof that the device has been tested within the last 365 days by an "Ohio EPA Certified Backflow Tester" per OHIO EPA Regulation OAC 3745-95. The contractor may also connect to the base's water supply at the two locations indicated below, where base provided backflow devices are available:

1) Water plant 20085A in Area B

2) Patterson Field Plumbing shop, Bldg 30022 in the CE compound in Area A

C. All utilities, including Cable TV, are to be maintained for the duration of the project. The contractor shall coordinate any requirement for temporary disconnecting of a utility for any period of time through the Contracting Officer.

D. Utility shutdowns for the purpose of disconnecting or connecting services which will affect areas outside the immediate project work area shall be accomplished after normal workday hours of the Base or on weekends.

E. To effect a utility shutdown the contractor shall submit a request in writing a minimum of 336 hours (14 full days) in advance of necessity

SECTION 01 01 50 Page 14 for such shutdown. The request shall contain the following:

1. Name of Contractor

2. Requested Date and Time for Shutdown

3. Duration of Shutdown

4. Buildings or Parts of Buildings Affected

5. Utilities Affected

F. Contractor shall not effect a shutdown until all approvals have been obtained and until a signed AF Form 103, Base Civil Engineering Work Clearance Request has been issued.

1.9 TEMPORARY CONSTRUCTION CONTROLS

A. Controlled entry into an occupied work area designated as a controlled area shall be maintained throughout the duration of construction. A sign-in desk, if required by the agency using the work area, shall be in operation and its location and relocation during construction shall be closely coordinated with the Contracting Officer and the heads of the departments affected by the work. The sign-in desk will be provided and manned by the Government.

1.10 DEFINITIONS

A. "Provide" is defined as "furnish new, install, and make operational".

B. "Replace" is defined as "remove existing and provide new in same location and make operational".

C. "Relocate" is defined as "remove existing, install existing in different location, and make operational".

D. "Reinstall" is defined as "remove existing, install existing in same location and make operational".

E. "Extend" is defined as "provide new from existing to designated equipment or location and make operational".

F. "Reroute" is defined as "remove existing and provide new in the designated location and make operational".

G. "Coordinate" is defined as "the Contractor shall inform and achieve concurrence with the designated party or parties".

1.11 ACRONYMS AND ABBREVIATIONS

A. Acronyms and abbreviations used in these specifications may be defined in the text of the specification by placing the acronym or abbreviation inside parentheses immediately following the full name of the item referenced by the acronym or abbreviation. The defined acronym or abbreviation may then be used alone to refer to the item named in the definition.

1.12 APPLICABLE PUBLICATIONS

A. Various references are listed throughout these specifications under the heading of "References". Such publications are incorporated into these specifications by reference. Materials and installation shall conform to

SECTION 01 01 50 Page 15 the requirements of the specified applicable publications. The edition of each publication to apply shall be the most recent edition published prior to the date of bid opening.

B. The contractor shall insure that all work performed is in full compliance with all federal, state and local laws and ordinances applicable to the construction of or the finished product of this construction contract.

1.13 MATERIALS AND EQUIPMENT

A. All materials to be incorporated into the work shall conform to the contract requirements and shall be kept clean and dry prior to installation. No damaged materials shall be incorporated into the work.

B. Deliver, store and handle all items to be incorporated into the work in strict conformance to the manufacturers written recommendations.

C. All materials shall be labeled to show the manufacturer and product name and number.

D. Provide duplicates by one manufacturer where two or more pieces of material or equipment perform identical functions.

E. Material and equipment shall be standard products of the manufacturer's latest design and available to perform the functions intended.

F. Inspect all materials and equipment upon receipt and again immediately prior to installation. Do not install anything showing evidence of damage or defect. Discard such items and replace with new.

G. Install all materials and equipment in strict conformance to the manufacturers written instructions and recommendations.

H. Install listed or labeled equipment in strict conformance to all conditions of listing or labeling.

1.14 TESTING

A. Unless otherwise indicated, the contractor shall be responsible for providing and arranging all required samples and tests specified in these documents. Each test shall be performed in accordance with these specifications and accomplished by professional testing firms experienced in conducting those required tests.

B. Notify the Government inspector in writing or by phone at least 24 hours in advance of all tests.

C. All sampling and testing shall be repeated until acceptable results have been achieved. All samples and tests producing unacceptable results shall be the responsibility of the contractor and shall not result in any additional cost to the Government.

D. A submittal of 5 typewritten copies of all test data shall be submitted to the Contracting Officer for review and approval. All pertinent data and a summary of the test results shall be submitted by the testing firm performing each test with an affidavit stating that the material has been sampled and tested in accordance with the specifications

SECTION 01 01 50 Page 16 and that the…

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