ASHE_18-1040_Specs_100_.pdf

Prepared and Submitted by:

Architecture, Engineering and Consulting Services

SO.IN.CI. S.r.l.

Via di Sacco Pastore n. 4 - Rome, Italy

Tel. +39.06.97848041 fax +39.06.97848175 E-mail: design@soinci.it

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASHE 18-1040

RENOVATE HANGAR 3, BLDG. 933 FOR HMU

AREA F - AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

FINAL SUBMITTAL (100%)

Date: March 2018

A/E CONTRACT No.: FA5682-17-D-0002 D.O.: F0037

Prepared and Submitted by:

Architecture, Engineering and Consulting Services

SO.IN.CI. S.r.l.

Via di Sacco Pastore n. 4 - Rome, Italy

Tel. +39.06.97848041 fax +39.06.97848175 E-mail: design@soinci.it

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASHE 18-1040

RENOVATE HANGAR 3, BLDG. 933 FOR HMU

AREA F - AVIANO AB, ITALY

HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT, I DECLARE THAT I HAVE ASCERTAINED THAT

THE STRUCTURES AND THE TECHNOLOGICAL SYSTEMS INCLUDED THEREIN COMPLY WITH THE APPLICABLE

ITALIAN NORMS.

Date: March 2018

Architectural and Civil

Arch. M. Cantagallo

Ordine degli Architetti della Provincia di Frosinone

No.338

Mechanical Systems:

Ing. Pierluigi Chiarello Ordine degli Ingegneri della Provincia di Roma

No.24166, sez. A

Electrical Systems:

Ing. M. Ferrigno Ordine degli Ingegneri della Provincia di Roma

No.36957, sez. A

ASHE 18-1040

INDEX

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 1-15

AF FORM 66 - SCHEDULE OF MATERIAL SUBMITTALS 16-22

REVISED MASTER SPECIFICATIONS 23-76

SCHEDULE OF WORK ITEMS 77-122

ASHE 18-1040 1

SECTION AC1

SCOPE OF PROJECT AND APPLICABLE CONDITIONS

AC1-01 SCOPE OF PROJECT: The Scope of this project is “RENOVATE HANGAR, BLDG 933, FOR HMU, AREA F, AVIANO AIR BASE, ITALY.

General: Building No. 933, Hangar 3, is located in Area "F" of the Aviano

Air Base. The architectural ensemble includes the main Hangar Bay, with sloped roof and annexes spaces with different slopes, heights, shapes and finishes as result of works performed in different periods to satisfy the various Users' needs during the years. Annexes spaces include the Old Civil

Terminal area and a Military Equipment Distribution Center, located in two warehouses in the west side of facility. The facility has a rectangular shape, overall dimensions are approximately 195.00 meters x 44.00 meters.

Hangar Bay has a steel metal structure and metal sloped roof, Civil

Terminal Area has a mixed structure of 30 cm thick masonry bearing walls, reinforced concrete and steel metal structure with flat and sloped roofs finished with sandwich panel covering.

Plans and sections of the building are shown on Project Drawings.

Scope of Work: The scope of work is the partial renovation of old Civil

Terminal area to allocate new offices, kitchen, breakroom, restrooms with lockers areas and storage areas for HMU Squadron and provide the west side annexes of the facility of a new sprinkler system in accordance with applicable norms. A relocation of the spaces will be provided including the construction of a 2m wide hallway to connect Hangar Bay with renovated areas.

Scope of work includes the upgrading of all the utilities (Electric/Fire

Alarm/HVAC/Communication) as necessary for the new layout of renovated areas.

Work to be performed includes but are not limited to the following items:

a. Architectural Work

Demolition and Removals:

- Demolition and removal of ceramic and rubber tile flooring and baseboard including removal of the setting bed, 5 centimeters minimum thickness;

- Demolition and removal of masonry and gypsum board partitions as necessary for the new layout of renovated areas;

- Demolition and removal of ceramic tile wall lining.

- Surveyed demolition of existing masonry/concrete wall for new passageway and doors opening.

- Partial demolition of existing reinforced concrete curb for door enlargement at hangar bay.

- Removal of interior doors including frame and all accessories, including patch-up wall of opening areas for new door installation;

- Removal of mineral fiber panel suspended ceilings, it includes the removal and store for subsequent reinstallation of suspended ceilings panels in areas involved in new sprinkler system installation.

ASHE 18-1040 2

- Removal of existing steel ladder for attic access;

- Demolition and removal of existing bathroom, including fixtures and plumbing system;

- Removal of existing kitchen furniture including all electrical equipment and fixtures;

- Removal of roof waterproofing membrane and thermal insulation panel installed over concrete flat roof including demolition and removal of existing sloping bed up to upper slab level.

- Sampling of rock wool batt installed over existing suspended ceiling panels.

New Works:

- Construction of hollow brick and gypsum board partition for new layout of renovated areas;

- Furnishing and installation of 30x30 cm ceramic tile floor finish.

Tiles shall be non-slip type.

- Furnishing and installation of 20x20 cm ceramic tile floor finish in toilet area. Tiles shall be non-slip type;

- Furnishing and installation of 15x15 cm high strength ceramic tile floor in new technical room at attic floor;

- Furnishing and installation of wall lining in toilet area with 20x20 cm ceramic tiles, height of wall finish shall be 220 cm;

- Furnishing and installation of new 600x600 mm, 15-17 mm thick mineral fiber panel, fireproof Class 1, soundproof suspended ceiling, complete with galvanized factory painted steel supporting frame.

- Reinstallation of previusly removed 60x60cm mineral fiber suspended ceiling panels to allow new sprinkler system installation, fire alarm and hvac system upgrading. Tt is estimated that 30% of the existing panels shall be replaced because damaged.

- Application of three coats of plaster finish, 1.5 cm minimum thickness to restore interior walls.

- Painting of interior wall surfaces with one coat of primer and two coats of latex paint including scraping of existing paint and sandpapering.

- Painting of exposed ceiling surfaces with one coat of primer and two coats of latex paint, including scraping of existing paint, and sandpapering.

- Furnishing and installation of steel/wood interior doors with scratch-proof plastic laminate finish, galvanized factory painted steel frame and sub-frame, same color as doors. Doors shall be complete with fixing hardware, sealing gaskets, accessories, lockset and cipher lock, where needed.

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- Furnishing and installation of new kitchen furniture including appliances and exhaust hood.

- Furnishing and installation of new plastic laminate bathroom partition.

- Furnishing and installation of a new glvd steel ladder for access to new technical room at attic floor;

- Renovation of existing external doors and windows by replacing, where necessary, of gaskets, closing devices and framework put back.

- Upgrading of existing internal doors, by means the installation of ventilation grates.

- Civil prearrangement works for the installation of a new prefabricated sprinkler room. It includes the partial demolition of concrete curb and concrete paver and the construction of new concrete pad with sloped ramp and galvanized steel rail.

- Furnishing and installation of a new glvd steel canopy with sandwich panel roofing;

- Furnishing and installation of new roofing on flat roof area composed by new slooping bed, thermal insulation boards and waterproofing membrane;

- Construction of a fire resistant filter room between renovated areas and hangar bay.

- CPI (Fire Prevention Certificate) renewal to Pordenone Fire

Department;

b. Mechanical Work

Demolitions and Removals

Removal of existing boiler located on the roof level, piping, electrical connections and fittings

Removal of existing roof-top unit located on the roof level, ductwork, electrical connections and fittings

Removal of existing exhaust fan of ex-terminal area located on the roof level, ductwork, electrical connections and fittings

Removal of existing radiators supply pipework, valves and fittings at the ground floor

Removal of existing radiators and fittings

Removal of existing direct expansion units and fittings

Removal of existing roof-top ductwork at ground floor level, supply/return diffusers, grilles, exhaust air valves and fittings

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Demolition and removal of existing plumbing system in existing toilets and kitchen at ground floor

Removal of parts of existing ductworks of AHU-1 at the roof level;

Remove of existing sprinkler system in Room 102, 103, 104 and 150.

New works - Hvac System

New heat pump unit (HPU-1 air source) complete of pump module and inertial tank including fittings. Heat rate 74.5 kW, cooling rate 59.8 kW.

New twin high efficiency circulators, No.1 (EP-1) fixed-speed for connection to existing hot manifold in fire suppression room, No.2 (EP-2, EP-3) variable frequency driven for new hydronic distribution system.

New mechanical room hot and chilled water distribution including piping, valves, control valves and fittings.

New DDC control system open BACnet protocol in accordance with UFGS 23 09

23.13 20-R, including controlled points, wiring, sensors, actuators, touch screen panel, DDC programming and graphics.

New HVAC pipework for new FCU, radiators and ERU.

New hot water main line from existing hot manifold in fire suppression room.

No.20 4-way cassette Fan coil units FCU-C including multilayer piping terminal connection to new main distribution pipework

No.1 wall mounted Fan coil unit FCU-W including multilayer piping terminal connection to new main distribution pipework

New fan coil control system including ambient temperature sensor, 2/3way modulating pressure independent control valves, shutoff valves, connection to control system of the building and fittings

New wall type direct expansion monosplit system

New aluminum radiators with thermostatic control valves and fittings

Reconnection of existing radiator located in bathroom close to entrance area to new hot pipework

No.2 new energy recovery ventilation units ErP2018 with EC Fans including

DDC controller, sensors, anti-freeze coils, heating/cooling coils, electrical connections, seismic bracing, supports and anchors and fittings.

New fresh/exhaust ductwork from ventilation units complete of ducts, insulation, silencers, supply grilles, return grilles, ventilation valves, mechanical flow regulators, transfer grilles, seismic bracing supports, anchors and fittings.

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New stainless steel kitchenette hood

New PVC condensate drain pipework including supports and fittings

Modification of existing AHU-1 ductwork in order to install No.2 silencers

Testing and balancing of HVAC system.

New works - Plumbing system

New water softener WS1 and fittings

No.2 new chemical dosing pumps for DHW and make-up and fittings

New domestic hot water recirculation pump

New HVAC water make-up device and fittings

New domestic water treatment pipeline devices including self-cleaning micrometric filter, back flow preventers, pressure regulator valve, valves, pressure gauges, anchors bracing and fittings.

New Domestic hot water heat pump system DHWS-1.

New electronic 1-1/4” mixing valve.

New 2” galvanized steel water supply connection to existing building main water distribution

New plumbing system in male bathroom

New plumbing system in female bathroom

New plumbing system in male locker

New plumbing system in female locker

New plumbing system in kitchen

New plumbing system for janitor

Furnishing and installation of new emergency eyewash and shower

New toilet washbasins with faucet and fittings

New kitchen washbasin with faucet and fittings

New janitor sink with faucet and fittings

New toilet bowls with recessed water tank and fittings

New shower with faucet and fittings

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New urinals and fittings

New HDPE sewage system connection for new toilets, lockers and other new fixtures including vent pipe, inspection manholes, connection to existing sewage water manhole.

Final test, cleaning and sanitizing of the entire domestic water system

New works - Sprinkler system

New fire cabinet including thermostat, temperature sensor, electric heater, sprinkler manifold, new 4” and 6” sprinkler control stations (wet pipe), OS&Y gate valves with tamper switch, connected to fire alarm system, and each other fittings and accessories required by UNI EN 12845 and NFPA 13;

New sprinkler system inside the building for warehouse area, office area and Rooms 102, 103, 104 and 105

Connection of new sprinkler systems to existing fire suppression manifold in hangar fire room including OS&Y gate valve

Seismic joints for sprinkler pipes at crossing entrance to the building and building seismic joints

Test and certification of new fire suppression systems

c. Electrical Work

Demolitions and Removals

Removal of the electrical, Telecomm and F/A system, and disposal to public dump, as indicated on the project drawings.

New Works

Furnishing and installation of new main distribution panel ground fault circuit breaker equipped (MDP). New MDP Panel will be feed by means of new cables from substation;

Furnishing and installation of new power outlets, and lighting system and removal and relocations of power and lighting systems, telecomm, only in the areas under structural/architectural repairs in the areas to be restored;

Furnishing and installation of new wiring system, TN-S type in accordance with CEI 64-8, feeding new distribution panel from MDP, with fire proof cables CPR type;

Furnishing and installation of new wiring system feeding new lighting fixtures, with fire proof cables CPR type;

Furnishing and installation of new wiring system feeding new outlets, with fire proof cables CPR type;

ASHE 18-1040 7

Furnishing and installation of new telecomm system, feed by the existing

Main Telecomm Rack, floor base mounted, for telecomm and data system telecomm outlets RJ 45 cat. 6 and UTP cat. 6 cables. The data cables will terminate in separate RJ45 type patch panels. New cat 6 telecomm cables will run in metal cable tray above suspended ceiling and in PVC conduits, only in the areas under structural/architectural repairs. The new system shall be connect from the existing, that shall be left in place;

Furnishing and installation of new smoke detectors. F/A detectors shall be provided only in the areas under structural/architectural repairs. The new system shall be connect to the existing F/A panel,that shall be left in place.

At the end of the electrical works, the entire system shall be tested in accordance with the CEI 64/8 and UNI 9795 and the “Dichiarazione di

Conformità” in accordance with the Decree No. 37/08 shall be provided.

AC1-02 TECHNICAL SPECIFICATION: The following Sections of the Master

Specifications for construction projects of the Air Base in Aviano (PN), Italy, dated November 2005 and applicable modifications, shall be applicable to the present project, together with the List of Work Items to be performed:

02579 PRECAST CONCRETE PAVING BLOCKS FOR SIDEWALKS

07214 BOARD INSULATION

08210 WOOD DOORS

10153 TOILET AND PARTITIONS

10800 TOILET AND BATH ACCESSORIES

15050 BASIC MECHANICAL MATERIALS AND METHODS

15080 INSULATION FOR MECHANICAL EQUIPMENT

15810 DUCTWORK AND DUCTWORK ACCESSORIES

15901 SPACE TEMPERATURE CONTROL SYSTEM

15950 HVAC TESTING/ADJUSTING/BALANCING

See Paragraphs AC1-23 and AC1-24 for the applicable specifications.

AC1-03 SUBMITTAL OF MATERIALS: In accordance with Paragraph 2.5 of the technical specification No. 01100/R, entitled “GENERAL CONDITIONS” of the

Master Specifications, the materials listed in AF Form 66 shall be submitted as required by the time schedule indicated, for the approval by the Contracting Officer’s Technical Representative.

The Contractor shall provide, for all the materials that will be furnished and installed, a written certification, completed with catalog data from which shall be clear the total absence of toxic-noxious materials.

The number of copies will be as required on AF Form 66.

AC1-04 CONSTRUCTION AREA SCREENING: All construction sites and material storage areas shall be securely fenced around the entire perimeter within an area defined by the Contracting Officer’s Technical Representative.

Bilingual signs, "VIETATO L'INGRESSO - LAVORI IN CORSO / WORK AREA - NO

ENTRY" shall be placed at the work area entry and along each side of the fencing. Fence type, height, and screening color should also be specified by the Base Civil Engineering (BCE). Fencing shall be completely secured at top and bottom to prevent access. Fences shall be screened with opaque screening material to prevent visibility inside the fenced area. Fences and screens shall be adequately staked and/or anchored to prevent blowing over during high wind conditions. Contractor shall not start installation of area screening until approved, in writing, by BCE. Contractor shall submit photos or samples of the screening material for approval by BCE.

ASHE 18-1040 8

The Contractor shall replace or repair in a timely manner, as determined by

BCE, all fences and screening sections that have damage or develop unsightly rips or holes. At the end of the work or when exterior work requires it, temporary fencing shall be removed.

Night warning lights shall be installed to illuminate the work area, from sunset to dawn.

AC1-05 PROJECT SIGN: The Contractor shall furnish a project sign on site in accordance with Section 01101/R. The sign shall be made of a durable material and maintained in good condition. Lettering is to be white gloss, exterior-type enamel. The sign and posts shall be given one prime coat and two finish coats of dark brown gloss exterior enamel paint.

The sign shall be erected at the designated location and shall be maintained in good condition by the Contractor until completion of the contract. The sign shall remain the property of the Contractor and shall be removed from the site upon final inspection and acceptance of the facility. Contractor identification and logo shall be allowed only on this sign and nowhere else on the exterior of the job site, with the exception of company vehicles. There should be no signs for the purpose of advertising anywhere on the site. Contractors shall submit sign proposal to CE for approval.

AC1-06 JOB SITE MOBILIZATION: The Contractor shall submit a proposal to

BCE diagramming their construction site and all material storage areas in locations separate from a construction site. The Contractor shall submit this plan 14 calendar days prior to the start of construction. Material mobilization and construction execution can not begin until the plan has been approved by the base. Jobsite utility connections are the responsibility of the Contractor and shall be coordinated through BCE.

Temporary overhead utility runs are prohibited. Contractor shall include a plan for supplying required utilities to their site in their proposal.

AC1-07 SAFETY: Contractor shall provide barricades, traffic control signs and construction safety signs that meet installation standards and comply with all applicable laws. Actual location, size and final arrangement of these items shall be discussed and approved by the BCE prior to installation. Such approved items shall be of uniform size, design and color. All cones, barricades, warning lights, temporary signs and protective devices shall conform to the current host nation requirements and the U.S. Army Corps of Engineers Safety and Health Requirements Manual

EM 385-1-1.

AC1-08 HAZMAT/HAZWASTE HOUSEKEEPING: Prior to bringing any hazardous material into the base, the Contractor must contact BCE to coordinate the storage and handling of all hazardous materials. Contractor is responsible for complying with all applicable environmental regulations and laws pertaining to the storage, handling, and transportation of hazardous materials and hazardous waste.

a. Hazardous materials: The Contractor shall identify all hazardous materials required for completion of the project.

Contractor shall provide Sampling of rock-wool batt installed over existing suspended ceiling panels in order to ascertain their bio-persistence and breathability and the consequent dangerousness level and coordinate its removal and disposal in the appropriate manner in compliance with all applicable Italian norms.

b. Material Safety Data Sheets: The Contractor shall furnish English language versions of the Material Safety Data Sheets (MSDS) of

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hazardous materials, chemical, toxic, and noxious, that will be used in the construction work, to 31st CES/CEV for approval and coordination through SEG and SGPB. The Contracting Officer will provide sample of the MSDS form to the Contractor.

c. Hazardous Waste Management Plan: The Contractor shall provide an hazardous waste management plan.

d. Chemicals Materials: The Contractor shall ensure that hazardous materials utilized during construction do not contain any chemicals listed as EPA 17 toxins. A list of the EPA 17 toxins con be obtained from the 31st CES/CEV office.

e. Liquid, flammable or toxic substances: Any liquid, flammable, or any other toxic substances that are required for the execution of the works, shall be kept in properly labeled, special containers.

Relative data (quantity, characteristics and location) shall be transmitted to 31st CES/CEF or 31st CES/CEV through the Director of

Works.

f. Asbestos Containing Materials: There is no evidence of Asbestos containing materials.

Contractor shall notify immediately to the Contracting Officer if during demolition works asbestos containing materials will be encountered to coordinate its removal and disposal in the appropriate manner in compliance with all applicable Italian norms.

AC1-09 PRESERVATION OF EXISTING CONDITIONS: The Contractor shall preserve and protect all structures, equipment, and, where applicable, vegetation (such as trees, shrubs, grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized by BCE to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound.

The Contractor shall return all areas disturbed during construction to their original condition before final acceptance by the base.

AC1-10 WORK SITE CONDITIONS: The work areas shall be made available to the Contractor as follows:

a. Building interior area: Government personnel will remove furniture items prior commencement of the work.

b. Building Location: building 933 is located in area F and doesn’t require special access procedures, anyway Contractor shall strictly comply with the Contracting Officer’s instructions. The government will not be held liable for unproductive time and other related costs due to delays for unannounced suspension of work due to military operations and/or exercises or safety reasons. The government will only negotiate an equitable extension of the performance period based on documented delays and unannounced suspensions of work.

c. Administrative Containers: Containers required on site for administrative reasons (office space, conference space, break

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room) must be in like new condition and painted a color which coordinates with the base architectural plan and is approved by

BCE, unless it is hidden by the opaque fencing material.

Administrative containers in need of painting and / or repairs or that are in an unsightly condition will not be allowed at the project site. A nameplate, no greater than 0.5 meters X 0.5 meters in size, shall be displayed on the exterior of all trailers which lists the name of the Contractor’s company, 24-hour

Contractor’s point(s) of contact (POC) and telephone number where they can be reached.

d. Material Storage: Storage containers will be in like new condition, and painted a color which coordinates with the base architectural plan and is approved by BCE, if it is not hidden by the opaque fencing material. Contractor shall display a nameplate on the exterior of all storage units with the name of the

Contractor’s company, the Contractor’s point(s) of contact (POC) and telephone number where they can be reached. Storage of materials at the work site is at the Contractor’s risk. The use of private security guards on a job site shall be coordinated with base Security Forces and approved by the installation commander.

The Contractor shall not use any area(s) for material or equipment storage that has not been approved by BCE.

e. Loading and Unloading of Construction Materials and Equipment:

Unloading of materials will be allowed within the fenced work area.

Contractor's personnel, vehicles and equipment must not obstruct access roads to other buildings.

Temporary parking of vehicles, for loading or unloading materials and equipment is permitted in the proximity of the work area;

unless such operations will obstruct traffic flow.

f. Housekeeping and Site Cleanup: At the end of each working day, the Contractor shall be responsible for cleaning the area inside and surrounding the building involved in the work.

Since the adjacent buildings are used every day, the Contractor shall provide that the surrounding areas are kept constantly clean and accessible, completely safe, and that the facilities are not in any way aesthetically damaged, even temporarily.

Such functions include disposal of accumulated waste materials and rubbish and other operations necessary to present a neat appearance at all times. Grass within the construction sites and material storage areas shall never exceed 10 cm in height. All rubbish and waste materials shall be placed in Contractor furnished containers. Contractors shall ensure all light weight debris at the construction site is properly secured in waste receptacles so that it does not blow to another area or onto the airfield. During the laying of asphalt roads, streets and/or parking surfaces, areas soiled by residual asphalt shall be cleaned the same day.

AC1-11 AIRFIELD SAFETY TRAINING: Not Applicable

AC1-12 PARKING: Contractor or Contractor’s employees, including subcontractors, shall obey all traffic laws on installation.

The Contractor shall park all vehicles, including heavy equipment vehicles, only in unobtrusive locations within the fence line of the construction

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site or laydown areas. Every effort must be made to avoid parking vehicles or heavy equipment where it can be easily observed by the public.

The Contractor shall not park outside the construction zone unless approved through BCE.

The Contractor shall clearly identify their vehicles through the use of company logos or signs on their vehicles.

AC1-13 ACCESS ROUTES: The Contractor shall provide a haul route plan for approval by BCE.

For road detour/closures the Contractor shall submit a written request to the Contracting Officer or his authorized representative for approval four weeks prior to his scheduled starting of work.

AC1-14 TRUCKING AND ROADS: Trucks loaded with loose material that can create a dust, debris or falling hazard shall be secured and covered.

Fasten suitable cover, such as tarpaulin, over the load before entering surrounding streets. The Contractor is solely responsible for spillage from their vehicles and such spillage shall be cleaned up immediately. All roads shall be maintained free of debris at all times. The Contractor is responsible for ensuring all haul routes and site access areas are maintained in a clean and orderly fashion, free from mud, debris and clutter at all times. Special consideration must be given to haul routes that cross active taxiways. No amount of debris at these locations shall be tolerated. The Contractor shall sweep these areas continuously as long as material deliveries are being made.

AC1-15 NOISE CONTROL: The Contractor shall comply with all applicable country, local, and installation laws, ordinances, and regulations relative to noise control, to include applicable base quiet hours.

AC1-16 EXCAVATIONS: Every trench/excavation shall be returned to its original condition within ten days of the original excavation; this may be extended to 30 days if approved by the BCE. Contractor shall phase trenching and excavation operations in order to comply. At minimum, Contractor shall restore the site to pre-excavation conditions. All soil stockpiles shall be hidden from view to the maximum extent possible. Prior approval by BCE is required if soil stockpiles are to remain exposed for long periods of time. Dust control measures are the responsibility of the

Contractor and shall be implemented as directed by BCE. All road cuts must be approved by BCE prior to execution.

AC1-17 LAWN MAINTENANCE: If applicable, grassy areas disturbed by any type of construction work including storage, equipment staging, and material delivery areas shall be sodded, or hydro-seeded, where required by

BCE. Sodding, or seeding, damaged areas should be accomplished at the earliest planting season possible. Contractor shall be responsible for the successful growth and maintenance of all sodded, or seeded, areas under this contract for a period of thirty (30) days or three mowing after final acceptance of the work. All grass, shrubbery, and ornamental plants fenced by the construction site shall be maintained to base standards by the

Contractor.

AC1-18 LAWN ESTABLISHMENT:If applicable, within seven (7) workdays of actual completion of work at contract site, the Contractor shall prepare all disturbed areas inside and outside of the fenced site for sodding, or hydro-seeding, as provided in contract specifications. Contractor shall restore the site to a condition and appearance equal to or better than existing before the work occurred. Such restoration work will not be considered complete, and the facility not accepted, until approved by BCE.

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Additionally, no seeding shall be authorized for lawn establishment, whether new, or for restoration purposes unless specifically authorized by

BCE.

AC1-19 CONSTRUCTION SITE RESTORATION: All Contractor owned items such as, but not limited to, stakes, traffic/safety cones, barriers, warning tape, erosion control fences, that are erected during construction, shall be removed entirely after completion of project and within five (5) days of

Government acceptance of the project site. The Contractor, at his own expense, shall return to the site to remove any items left at or near the project site after this time period. All trailers, equipment/storage units, residual construction materials shall be removed also within five

(5) days of Government acceptance of the project site.

AC1-20 PROCEDURES AND WORK PHASES: Prior to starting any work the contractor shall submit a Work Plan for approval by the Contracting Officer and user, in order to avoid interferences with user activities.

Renovation works shall start from room 102 in order to have tools storage/management availability as soon as possible.

AC1-21 SALVAGEABLE MATERIALS: In this contract are indicated materials and equipment to be removed, stored and subsequently reinstalled. It shall be the responsibility of the Contractor to remove salvageable items with maximum care to avoid any damages; and to transport them to the storage areas as indicated by the Contracting Officer’s Technical Representative.

It shall be the responsibility of the Contractor to provide containers for material disposal and/or transportation of the salvageable items. All discarded materials shall be transported to an authorized public dump site by the Regional and National Regulation according to the typology of the related material. Transportation of discarded materials shall be extended, to an authorized dump site, even if the dump site is located outside the authority limits of the Aviano City Council Territory.

AC1-22 CONSTRUCTION DRAWINGS: The following Construction Drawings complement this Technical Specification and are an integral part of the project documents:

DRAWING # SHEET # DESCRIPTION

GENERAL

1 of 50 T-1 PROJECT TITLE SHEET AND MAPS

2 of 50 T-2 LIST OF DRAWINGS & LEGENDS

ARCHITECTURAL

3 of 50 A-1 EXISTING CONDITION – GROUND FLOOR PLAN

4 of 50 A-2 EXISTING CONDITION – FIRST AND ROOF PLAN

5 of 50 A-3 EXISTING CONDITION – DEMOLITION PLAN

6 of 50 A-4 EXISTING CONDITION - ATTIC AND ROOF DEMOLITION PLAN

7 of 50 A-5 EXISTING CONDITION – SUSPENDED CEILING PLAN

8 of 50 A-6 NEW CONDITION - GROUND FLOOR PLAN AND SCHEDULES

9 of 50 A-7 NEW CONDITION – SECTION AND DETAILS

10 of 50 A-8 NEW CONDITION - SUSPENDED CEILING PLAN

11 of 50 A-9 NEW CONDITION - DOOR SCHEDULE AND DETAILS

12 of 50 A-10 NEW CONDITION - WALL SCHEDULE AND DETAILS

13 of 50 A-11 NEW CONDITION - TOILET ENLARGED PLAN 1/2

14 of 50 A-12 NEW CONDITION - TOILET ENLARGED PLAN 2/2

15 of 50 A-13 NEW CONDITION - DETAILS

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16 of 50 A-14 NEW CONDITION - DETAILS

17 of 50 A-15 NEW CONDITION - DETAILS

MECHANICAL

18 of 50 M-1 EXISTING CONDITIONS - MECH. SYST. - GROUND FLOOR PLAN

19 of 50 M-2 EXISTING CONDITIONS - MECH. SYST. - FIRST FLOOR AND

ROOF PLAN

20 of 50 M-3 NEW CONDITIONS - HVAC - GROUND FLOOR PLAN DUCTWORK

21 of 50 M-4 NEW CONDITIONS - HVAC - MECH ROOM, PLANS & SECTIONS

22 of 50 M-5 NEW CONDITIONS - HVAC - GROUND FLOOR PLAN PIPEWORK

23 of 50 M-6 NEW CONDITIONS - HVAC - MEC ROOM & ROOF PLAN PIPEWORK

24 of 50 M-7 NEW CONDITIONS - MECHANICAL SYSTEMS - DIAGRAMS

25 of 50 M-8 NEW CONDITIONS - PLUMBING - GROUND FLOOR PLAN

26 of 50 M-9 NEW CONDITIONS - SPRINKLER – ROOF CEILING LEVEL

27 of 50 M-10 NEW CONDITIONS - SPRINKLER - OFFICES PROTECTION

28 of 50 M-11 NEW CONDITIONS - SPRINKLER - SCHEDULES & DETAILS

29 of 50 M-12 NEW CONDITIONS - MECHANICAL SYSTEMS - SCHEDULES

30 of 50 M-13 NEW CONDITIONS - MECHANICAL SYSTEMS - FCU SCHEDULES

ELECTRICAL

31 of 50 E-1 ELECTRICAL SYSTEM LEGEND

32 of 50 E-2 EXISTING CONDITIONS - POWER PLANS

33 of 50 E-3 EXISTING CONDITIONS - LIGHTING PLANS

34 of 50 E-4 EXISTING CONDITION - COMMUNICATION PLAN

35 of 50 E-5 EXISTING CONDITION - FIRE ALARM PLANS

36 of 50 E-6 EXISTING CONDITION - MDP PANEL SCHEMATIC DIAGRAM 1/2

37 of 50 E-7 EXISTING CONDITION - MDP PANEL SCHEMATIC DIAGRAM 1/2

38 of 50 E-8 EXISTING CONDITION - FIRE ALARM BLOCK DIAGRAM

39 of 50 E-9 NEW CONDITIONS - CABLE TRAYS LAYOUT

40 of 50 E-10 NEW CONDITIONS - POWER PLANS

41 of 50 E-11 NEW CONDITIONS - POWER PLANS FOR MECHANICAL EQUIPMENT

42 of 50 E-12 NEW CONDITIONS - LIGHTING SYSTEM PLANS

43 of 50 E-13 NEW CONDITIONS - COMMUNICATION SYSTEM PLANS

44 of 50 E-14 NEW CONDITIONS - FIRE ALARM PLANS

45 of 50 E-15 NEW CONDITION - MDP PANEL SCHEMATIC DIAGRAM 1/2

46 of 50 E-16 NEW CONDITION - MDP PANEL SCHEMATIC DIAGRAM 2/2

47 of 50 E-17 NEW CONDITION - MECHANICAL AND SPRINKER PANEL

SCHEMATIC DIAGRAMS

48 of 50 E-18 NEW CONDITION - FIRE ALARM BLOCK DIAGRAM

49 of 50 E-19 ELECTRICAL DETAILS

45 of 50 E-20 ELECTRICAL DETAILS

AC1-23 ADDITIONAL SPECIFICATIONS: In addition to the Norms and

Specifications contained in the Master Specifications as noted in Section

AC1-02 of these Technical Specifications, the following Additional

Specifications shall apply to this project:

UFGS-23 09 23.13 20 BACNET DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

AC1-24 REVISED MASTER SPECIFICATIONS: In addition to the Norms and

Specifications contained in the Master Specifications as noted in Section

AC1-02 of these Technical Specifications, the following Revised Master

Specifications shall apply to this project

01100/R GENERAL CONDITIONS

01101/R PROJECT SIGN

03300/R CAST IN PLACE CONCRETE

ASHE 18-1040 14

04200/R MASONRY

05120/R STRUCTURAL STEEL

07231/R WALL INSULATION

08110/R STEEL DOORS AND STEEL FRAMES

08120/R ALUMINUM DOORS AND FRAMES

09220/R INTERIOR PLASTER

09250/R GYPSUM AND CEMENT BOARD

09310/R CERAMIC AND STONE COMPOSITE TILE

09510/R ACOUSTICAL CEILING

09900/R PAINTS AND COATINGS

13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

13930/R WET PIPE FIRE SUPPRESSION SPRINKLER

15070/R MECHANICAL SOUND, VIBRATION AND SEISMIC CONTROL

15400/R PLUMBING

15601/R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

16050/R BASIC ELECTRICAL MATERIALS AND METHODS

16316/R SWITCHBOARDS

16402/R INTERIOR DISTRIBUTION SYSTEM

16510/R INTERIOR LIGHTING

16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

AC1-25 ADDITIONAL NORMS AND STANDARDS: Furthermore the works included in this project shall be in accordance, when applicable, with the NFPA, ASTM, UL, HANDBOOKS, Norms and Standards, whose manuals and regulations are available for review at the Contracting Officer.

AC1-26 FINAL ACCEPTANCE TEST & CERTIFICATIONS AND OTHER REQUIREMENTS:

a. Once issued NTP, Contractor is required to contact CEAOR (phone

0434-305691) and schedule a meeting to fill Form DD1354 with appropriate project data for real property capitalization (DD1354 and category codes list CATCODE_LIST_2010 are available in engineering office during normal hour of operations). Contractor is required to provide final Form DD1354 for 31CES/CD signature before contract close out;

b. All installed new mechanical and electrical equipment, components and machines shall have the required Italian Mark of Quality and shall conform to Machines Directive no. 2006/42 CE dated 17 May

2006 and provided with "C.E." mark; and three copies of relevant certificates shall be furnished to the Contracting Officer for each item of equipment installed. Furthermore the electric equipment shall be in compliance with the Legislative Decree No.

81/08 and subsequent modifications which apply the Directive

93/68/CEE. Electrical tests shall comply with Low 37/08 and CEI

64/8 Norm.

c. At the end of the work, the Contractor shall provide the

Government with three paper and digital copies of the following documents:

1. Certificate of Compliance with Law No. 37/08, for the installation of the electrical and mechanical systems in a workmanlike manner, signed by the Contractor.

2. Final Acceptance Test Certifications for electrical and mechanical systems signed by a Registered Engineer to be selected from three candidates proposed by the Contractor to

ASHE 18-1040 15

the Contracting Officer.

3. Operation and Maintenance Manuals according to UFGS 01 78 00, “Closeout Submittals”, para. 3.7.

4. Warranty: a detailed list of all parts installed shall be provided. As minimum the following information shall be included:

Brief description of the part/piece of equipment;

Manufacturer and model;

Serial number or ID;

Building-Floor-Room where the item is installed;

Point of Contact for Warranty call (Name, phone, mail);

Alternatively, the Warranty Management Plan as per UFGS 01 78

00 “Closeout Submittals”, para. 1.7.1 shall be provided

5. System Booklet as per DPR 74/2013 to be provided after system installation/modification.

AFForm 66, OCT 89

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER

PROJECT TITLE

RENOVATE HANGAR 3, BLDG 933 FOR HMU – AREA F

SOLICITATION CONTRACT NUMBER

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

NUMBER OF COPIES REQUIRED

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CONTRACT REFERENCE, TYPE OF

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DATE CONTRACTOR

NOTIFIED REMARKS

APPROVED DIS-

APPROVED

PART II a

ARCHITECTURAL WORK

Material Safety Data Sheets (MSDS)

1 Gypsum Board partitions Part IIa Item 1

3 3 3 30

3 Floor Ceramic Tile Part IIa Item 3, 4, 5

1 3 3 3 30

Wall Ceramic Tile

Part IIa Item 6

1 3 3 3 30

5 Mineral Fiber Suspended Ceiling Part IIa Item 8, 9

1 3 3 30

6 Interior Doors Part IIa Item 11, 12, 13

3 3 3 3 30

7 Latex Paint for Interior Surfaces Part IIa Item 14, 15

3 3 30

8 Kitchen Furniture Part IIa Item 16

3 3 3 3 3 30

9 Toilet Partitions

Part IIa Item 19

3 3 3 3 3 30

9 Metal Canopy Part IIa Item 21

3 1 3 3 30

10 Metal Stair

Part IIa Item 22

3 1

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11 Roof waterproofing Part IIa Item 23

3 3 3 3 30

12 Filter Room Part IIa Item 25, a, b, c ,d, e

3 1 3 3 3 30

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PART III – MECHANICAL WORKS

1 ERU ventilation unit Part IIIa Item 14

3 3 3 3 3 3 30

2 Air ducts and fittings Part IIIa Items 15,18

3 3 3 3 30

3 Chiller / Heat pump unit

Part IIIa Item 1

3 3 3 3 3 3 30

4 Electric pumps Part IIIa Item 2, 3

3 3 3 3 3 3 30

5 Air insulation with aluminium jacket where needed Part IIIa Items 15,18

3 3 3 3 30

6 Silencers

Part IIIa Items 15

3 3 3 3 30

7 Air regulators Part IIIa Items 15

3 3 3 3 3 30

8 Grilles and diffusers Part IIIa Items 15

3 3 3 30

9 DX monosplit unit Part IIIa Item 11

3 3 3 3 3 30

10 Fancoils Part IIIa Item 8, 9

3 3 3 3 3 30

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11 Condensate piping & fittings Part IIIa Items 17

3 3 3 3 3 30

12 DDC control system, inverter ed accessory Part IIIa Items 5, 10

3 3 3 3 3 3 30

13 Hot/chilled water piping Part IIIa Items 4, 6, 7, 13

3 3 3 30

14 Pipe insulation Part IIIa Items 4, 6, 7, 13

3 3 3 30

15 Pipe aluminum jacket or equivalent

Part IIIa Items 4, 6, 7

3 3 3 30

16 Seismic bracing and support Part IIIa Items 1, 2, 3, 4, 6, 7, 13, 15

3 3 3 3 3 3 3 30

17 Valves: ball, butterfly. Check, filter, joint, vent Part IIIa Items 4, 6, 7, 10, 12, 13

3 3 3 30

18 Heating radiator

Part IIIa Items 12

3 3 3 3 3 30

19 Kitchen hood Part IIIa Items 16

3 3 3 3 30

20 Water softener and accessories Part IIIb Item 1

3 3 3 3 3 30

21 Chemical dosing pump Part IIIb Item 2

3 3 3 3 3 30

22 Domestic water heater Part IIIb Item 6

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23 Electronic mixing valve Part IIIb Item 7

3 3 3 3 3 30

24 Domestic water piping Part IIIb Items 3, 4, 5, 8, 9, 10, 11, 12, 13, 14, 15

3 3 3 30

25 Pipe insulation

Part IIIb Items 4, 5, 8, 9, 10, 11, 12, 13, 14, 15

3 3 3 30

26 Pipe aluminum jacket or equivalent

Part IIIb Items 4, 5, 8, 9, 10, 11, 12, 13, 14, 15

3 3 3 30

27 Sanitary fixture, faucet and fittings Part IIIb Item 16, 17, 18, 19, 20, 21

3 3 3 3 3 30

28 Emergency eyewash/shower Part IIIb Item 15

3 3 3 3 3 30

29 Electric Domestic hot water pump

Part IIIb Item 3

30 Valves: ball, butterfly. Check, filter, joint, Part IIIb Items 4, 5, 7, 9, 10, 11, 12, 13,14, 3 3 3 30

31 Drain / sewer piping & fittings Part IIIb Items 9,10, 11, 12, 13, 14, 15, 22

3 3 3 3 3 30

32 Seismic bracing and support

Part IIIb Item 3, 4, 5, 8, 9, 10, 11, 12, 13, 14, 15

3 3 3 3 3 3 3 3 30

33 Sprinkler cabinet, valves, bfp, filter etc Part IIIc Item 1

3 3 3 3 3 3 3 30

34 Pipe UNI EN10255 / UNI EN 10216 Part IIIc Item 1, 2, 3

3 3 3 30

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35 Wet pipe sprinkler valve Part IIIc Item 1

3 3 3 3 3 3 30

36 Sprinkler head and system Part IIIb Item 2

3 3 3 3 3 3 3 30

37 Seismic bracing and support Part IIIc Item 1,2,3

3 3 3 3 3 3 3 3 30

38 Seismic joints Part IIIc Item 4

3 3 3 3 3 3 3 3 30

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PART IV – ELECTRICAL WORKS

1 Electrical Panel Part IVa Item 1

3 3 3 3 3 30

2 Electrical Lines Part IVa Item 2, 7, 8

3 3 3 3 3 30

3 Power Outlets

Part IVa Items 3, 4, 5, 6

3 3 3 3 3 30 3 3 3 3 30

4 Electrical system tests Part IV Item 9

3 30

5 Lighting System Part IVb Items 10, 11, 12, 13, 14, 15

3 3 3 3 3 30

6 Telecomm System Part IVc Items 16, 17, 18,19,20

3 3 3 3 3 30

7 Fire Alarm System Part IVd Item 21, 22, 23 , 24

REVISED SPECIFICATIONS

SPECIFICATIONS INDEX

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 03300/R CAST-IN-PLACE CONCRETE

SECTION 04200/R MASONRY

SECTION 05120/R STRUCTURAL STEEL

SECTION 07231/R WALL INSULATION

SECTION 08110/R STEEL DOORS AND STEEL FRAMES

SECTION 08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

SECTION 09220/R INTERIOR PLASTER

SECTION 09250/R GYPSUM AND CEMENT BOARD

SECTION 09310/R CERAMIC AND STONE COMPOSITE TILE

SECTION 09510/R ACOUSTICAL CEILING

SECTION 09900/R PAINTS AND COATINGS

SECTION 13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

SECTION 13930/R WET PIPE FIRE SUPPRESSION SPRINKLERS

SECTION 15070/R MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

SECTION 15400/R PLUMBING

SECTION 15601/R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

SECTION 15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16316/R SWITCHBOARDS

SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS

SECTION 16510/R INTERIOR LIGHTING

SECTION 16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM . 75

Section 01100/R 25

SECTION 01100/R

GENERAL CONDITIONS

PART 1 – APPLICABLE NORMS

Paragraph 1.1:

Delete:

a. UNI Norms – Demolition works; masonry works, pavement works, concrete reinforcement bars, structural steels, pipes, painting, plumbing, heating system and electrical system.

Add:

a. UNI Norms – Demolition works; masonry works, pavement works, concrete reinforcement bars, structural steels, pipes, painting, plumbing, heating system, fire protection system and electrical system.

c. Legislative Decree No. 494 dated 14 August 1996.

d. Legislative Decree No. 528 dated 19 November 1999.

c. Legislative Decree No. 81 dated 9 April 2008.

Paragraph 1.2.2

Replace “Law No. 46 dated 5 March 1990” with “Ministerial Decree 37/2007

Paragraph 1.2.3

a. Certificate of compliance for electrical systems in accordance with

CEI regulations and with D.P.R. No.547 dated 27 April 1955 on accident prevention.

a. Certificate of approval of the grounding and lightning protection systems, in accordance to CEI Norms and D.P.R. No. 462/01.

Revise Paragraph "3.2 UTILITY CUT-OFF" as follows:

Delete "ten (10) days" and insert "three (3) weeks".

-- End of Section --

Section 01101/R 26

SECTION 01101/R

PROJECT SIGN

PART 1 - PROJECT SIGN

1.1 Scope

Furnish labor and material required for the construction and painting of a sign as shown on the attached sketch.

PART 2 - GENERAL

The Contractor shall identify the project by means of an appropriate sign mounted in a conspicuous area of the work site, as indicated by the

Contracting Officer or his designated representative. The sign shall be erected within 10 days of initiation of work at the job site.

The sign shall contain the following information in English:

a. Project No.

b. Project description

c. Constructed under Supervision of Base Civil Engineering

d. Contracted by 31st Contracting Squadron

e. Contractor

f. Design Engineer

g. Inspector

h. Contract Management: 31 CONS Construction Flight

i. ERP Coordinates

Lettering of the sign will be as shown on the following sketch, and may be painted or stenciled directly on sign. The sign will remain the property of the Contractor, and shall be promptly removed upon completion of the project.

Section 01101/R 27

-- End of Section –-

Section 03300/R 28

SECTION 03300/R

CAST-IN-PLACE CONCRETE

Ministerial Decree dated 9 Jan 1996 Technical Norms for the Calculations, Execution and Testing of Normal and

Prestressed Reinforced Concrete Structures and Metal Structures.

dated 16 Jan 1996 Technical Norms for Constructions in

Seismic Zone.

dated 14 Feb 1992 Technical Norms for the Calculations, Execution and testing of Normal and

Prestressed Reinforced Concrete Structures and metal Structures.

dated 16 Jan 1996 Technical Norms for Safety Test of the

Constructions, Load, and Live Loads.

Ministerial Circular No.65 dated 10 Apr 1997 Instruction for the application of

“Technical Norms for Constructions in

Seismic Zones” dated 16 Jan 1996”.

National Research Council

(CNR-UNI)Publication No.

10011/88 Steel structures; instruction for calculation, execution, testing, and maintenance.

dated 20 March 2003, No. 3274 “First Elements in Matter of General

Criteria for Seismic Classification of

National Territory and of Technical

Regulations for Construction in Seismic

Zone”.

dated 14 January 2008: “Technical Norms for Constructions”.

UNI EN 10002-1 (1992)Metallic Materials. Tensile Testing.

Method of Test (At Ambient Temperature).

Section 03300/R 29

UNI ENV 10080 (1997) Steel for the Reinforcement of

Concrete. Weldable Ribbed Reinforcing

Steel B500. Technical Delivery Conditions for Bars, Coils and Welded Fabric.

UNI EN 934-2 (2002) Admixtures for Concrete, Mortar and

Grout. Concrete Admixtures. Definitions, Requirements, Conformity, Marking and

Labeling.

UNI EN 206-1 (2001) Concrete. Specification, Performance, Production and Conformity.

UNI 8520 (1999)Aggregates for Concrete Mixes.

Definition, Classification and Properties.

UNI EN 10002-1 (2004)Metallic Materials. Tensile Testing.

Part 1: Method of Test at Ambient

Temperature.

UNI ENV 10080 (2005) Steel for the Reinforcement of

Concrete. Weldable Ribbed Reinforcing

UNI EN 934-2 (2007) Admixtures for Concrete, Mortar and

Grout. Part 2: Concrete Admixtures.

Definitions, Requirements, Conformity, Marking and Labeling.

UNI EN 206-1 (2006) Concrete. Part 1: Specification, Performance, Production and Conformity.

UNI 8520-1 (2005)Aggregates for Concrete.

Additional…