B3P850~1.PDF

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

Prepared and Submitted by:

Engineering Tools srl Via del Makò, 33 - 33084 Cordenons (PN)

Tel. +39 0434 536333; Fax +39 0434 542813 Email: info@engtools.eu

PROJECT ASHE 18-1025

RENOVATE/EXPAND FAC.939 FOR EOD

AREA F – AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

REV.1

SUBMITTAL: FINAL (100%) REV.1

Date: October the 22th, 2019

RENOVATE/EXPAND FAC. 939 ASHE18-1025

FINAL (100% design) REV01 TECHNICAL SPECIFICATIONS Page 2

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31st FIGHTER WING

31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASHE 18-1025

RENOVATE/EXPAND FAC. 939 FOR EOD, AREA F - AVIANO, ITALY

TECHNICAL SPECIFICATIONS

HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT NO. ASHE 18-1025, PERTAINING TO THE

RENOVATION/EXPANSION OF FACILITY 939 FOR EOD AT AREA F, AVIANO AB, ITALY,

I DECLARE THAT I HAVE ASCERTAINED THAT THE STRUCTURES AND THE TECHNOLOGICAL SYSTEMS

INCLUDED THERIN COMPLY WITH THE APPLICABLE ITALIAN NORMS.

Date: October the 22th 2019

Design Coordination and Review

Ing. Stefano Bellinger

Ordine degli Ingegneri della Provincia di Pordenone

No. 739 Sez.A

Architectural and Civil

Ing. Marco Giordani

Ordine degli Ingegneri della Provincia di Pordenone

No.1069 Sez.A

Structural

Ing. Tiberio Altinier

Ordine degli Ingegneri della Provincia di Pordenone

No.716 Sez.A

Mechanical

Ing. Giancarlo Cuomo

Ordine degli Ingegneri della Provincia di Pordenone

No.824 Sez.A

Electrical

P.i. Bruno Beninca

Collegio Periti lndustriali della Provincia di Pordenone

No.735

Prepared and Submitted by:

ET

Engineering Tools srl

Via del Mako, 33 - 33084 Cordenons {PN)

Tel. +39 0434 536333; Fax +39 0434 542813

Email: info@engtools.eu

FINAL (100% design) TECHNICAL SPECIFICATIONS Page 4

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FINAL (100% design) TECHNICAL SPECIFICATIONS Page 5

TABLE OF CONTENTS

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 6

SCHEDULE OF MATERIAL SUBMITTALS 25

REVISED MASTER SPECIFICATIONS and ADDITIONAL SPECIFICATIONS 45

SCHEDULE OF WORK ITEMS 273

ANNEX 1 – ELECTRICAL DEVICES SPECIFICATIONS 382

FINAL (100% design) AC1 Page 6

AC1 - 1. SCOPE OF PROJECT

Building No. 939 is a one-storey building located in Area F of the Aviano Air Base and is used by the 31st Civil Engineer Squadron Explosive Ordnance Disposal (EOD). The facility was built in recent years and had some internal and external renovations and an expansion of the eastern portion around year 2000 based on a project dated 1996.

It is important to note that, based on the information received, in the southern part of the area the construction of an additional warehouse building is expected shortly.

The building is characterized by a rectangular shape about 45.60m x 12.40m, for a total covered area of approximately 560sqm. The load-bearing structure consists of a reinforced concrete frame with continuous foundations, pillars and beams supporting the inclined roof slab with a total thickness of 20 cm. The waterproofing layer consists of two layers of bituminous membrane over a 10cm rigid insulating panel.

The exterior walls are made up of clay brick masonry with a plaster finishing on both sides and, based on non-invasive surveys and checks carried out so far, there is no insulating layer on the perimeter walls. The internal partitions are mostly in plastered bricks.

External doors and windows consist of an aluminum frame, not always with continuous insulation, and double-glazing of different types. We highlight the presence of continuous sills below windows and doors. Internal windows are made up of wood with plastic laminate.

Interior flooring is mostly in ceramic or clinker tiles. Some portions of the floor are covered by carpet, especially in the offices, and some others in PVC, in the western part of the building (workshop, warehouse and lockers room).

The suspended ceiling consists of mineral fiber panels with exposed metal structure.

The building houses the EOD offices, a training room, a break area, the armory, staff lockers room, a laundry, warehouses and some technical rooms.

The parking area for users and visitors is located in North of the building, separated from the Area F perimeter road by a green protection belt. The external area on the back of the building, included within the perimeter fence, has an asphalt paving with large areas covered by concrete pads. The fence is made up of poles and wire mesh with a protective sheet. Some small green areas are present, surrounding the building or in the southernmost part of the lot. In this area takes place a building in metallic carpentry, used as a shelter for storage of vehicles and warehouse. The demolition of this structure is foreseen as part of the project for the construction of the new warehouse building, previously mentioned.

Close to the main building, on the back, there is a wooden structure covered with a PVC sheet that serves as covered outdoor area.

The aim of the intervention is the overall renovation of the existing building, through an internal reorganization of the spaces and the construction of a new building connected to the existing one in order to meet the contract requirements and reported in the document "A/E Statement of Work for Project " (SOW) dated June 2017.

As presented by SMSgt McDowell, main needs in terms of available space and characteristics of the new and renovated building are:

More administrative space is needed. It must be capable to house offices for 25 military personnel and 1 contractor position. Both stand-alone (2) and open space offices are anticipated. The precise number of military personnel by rank (which is not expected to grow significantly in the near future) is:

1 – Capt; 1 – SMSgt; 3 – MSgt; 4 – TSgt; 5 – SSgt; 5 – SrA; 7 - A1C

A sleeping area able to accommodate up to 6 personnel is also needed.

The new training room which must allow practical training for 25 personnel. The training room is sometimes used for non EOD personnel training. In this case a maximum number of 30 trainees has to be considered.

The reception area on the right just after the facility entrance is well located and sized and for what the layout is concerned, shall stay as it is.

The two vault rooms in front of the entrance corridor shall remain as they are.

Regarding general space distribution, the End Users would prefer having the administrative space as much separated as possible from the sleeping area, kitchen and break room.

FINAL (100% design) AC1 Page 7

Though the Flight doesn’t comprise female personnel at the moment, in order to size women separate restrooms, a maximum number of 3 female personnel has to be considered.

No equipment storage has to be anticipated as a new garages and storage compound will be constructed closed the new expansion.

List of works items will be divided in Part. A - NEW WORKS and Part B – REPAIR WORKS.

Regarding the distance between the two buildings (existing renovated one and new one), it has to be noted that upon customer request, the design waives the Italian Laws requirements in terms of minimum distance – 10 m.

- between windowed walls pertinent to any kind of building (DM 1444/68 and Consiglio di Stato judgment n.

2749 dated 09 MAY 2011).

Picture 1-1: Location of the Project.

Picture 1-2: Existing and New Conditions.

FINAL (100% design) AC1 Page 8

Part A – NEW WORKS

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS

Ia - Civil Demolitions

Removal of asphalt and cement floors where new buildings and new green areas are anticipated;

Ib – Architectural Demolitions

Not applicable Ic – Structural Demolitions

Excavation for foundations Id – Mechanical Demolitions Not applicable Ie – Electrical Demolitions

Not applicable.

PART II – ARCHITECTURAL, STRUCTURAL AND CIVIL WORK

IIa – Civil Works

Construction of draining fields for the collection and drainage of storm water;

Landscaping;

Laying of road subgrade and realization of exterior paved areas (roads and walkways);

Green works Implementation of new horizontal and vertical signage IIb - Architectural Works

New internal partitions and interior counter walls in plasterboard with interposed rock wool panel;

Installation of external aluminium doors with thermal break and low emission double glazing, complete with external venetian blinds, roller shutter and sill;

Installation of ceramic tile finishing (floor and walls) in toilets and ancillary rooms;

Walls painting with washable paint;

Lightened CMU fire rated walls;

Installation of mineral fiber false ceilings in all the rooms except for the technical rooms;

Execution of exterior insulation coating (expanded polystyrene panels) with reinforced carbon fiber finishing. Installation of a 60cm local natural stone (giallo d’istria) wainscot;

New insulating and waterproofing layer consisting of vapour barrier, rigid insulating panels and double bituminous waterproofing membrane (walkable);

Safety line on roof;

Creation of vent chimneys, and miscellaneous roof penetrations for the technical installations;

Aerated floor including insulation, vapour barrier, concrete screed.

Installation of new gutters and downspout channels in sheet metal with cast iron terminals.

Toilet doors, partitions and accessories.

IIc - Structural Works

Shallow beam (and pads) foundations.

25 cm cast in place structural walls.

cast in place structural beams (40x30 and 50x30) and 30cm predalles structural slab (roof slab);

For the connection corridor: 30 cm thick slab foundation, 20 cm cast in place structural walls, 22cm bausta cast in place slab (roof).

PART III – MECHANICAL WORKS

IIIa – HVAC system installation of air handling units for DOAS (direct outside air system). The unit shall be energy recovery unit type (wheel type);

FINAL (100% design) AC1 Page 9 installation of new galvanized steel duct for DOAS system, complete with diffuser, grille, manual dampers, variable and constant volume boxes, fire dampers;

installation of recessed or basement fan coils (4 pipes type) with inverter motor, to climatize the space;

installation of wall fan coils in the mechanical room to avoid the freeze risk;

installation of basement fan coil in some bathroom, small locker room and corridor;

installation of radiator (low temperature type) for the small bathroom;

installation of storage tank for chilled and hot water;

installation of BACNET type control system to control the space condition (temperature and humidity) and to control all equipment.

installation of DX unit for UPS room and communication room;

IIIb – Plumbing system installation the distribution system (cold, hot and recirculation pipes). All system shall be in copper;

installation of the new bathrooms, shower and restroom, small laundry, kitchen and breaking area;

installation of new water heater (60°C) and a new preheater supplied by heat pumps;

installation of new drinking fountain.

PART IV – ELECTRICAL WORKS

Furnishing and installation of new low voltage Panels, including cable connections.

Furnishing and installation of new underground or under slab PVC cable duct.

Furnishing and installation of conduits, boxes, accessories and all necessary to install a complete system distribution for power, lighting, fire alarm, public address, telecommunication, HVAC systems.

Furnishing and installation of new electric feeding lines from the new panelboards to the loads.

Furnishing and installation of new wiring from the telecommunication cabinets to the outlets.

Furnishing and installation of new emergency push buttons.

Furnishing and installation of power and telecommunication outlets.

Furnishing and installation of the interior ordinary and emergency lighting systems.

Furnishing and installation of the exterior lighting system.

Furnishing and installation of electrical point for various equipment.

Furnishing and installation of the lightning and the grounding system.

Furnishing and installation of the new fire detection and alarm system.

Furnishing and installation of the new cctv system at the new automatic sliding gate.

Furnishing and installation of the new photovoltaic system.

Testing of electric, grounding, equipotential and lightning protection systems.

All other items of work as indicated on drawings and Schedule of Work Items.

Part B – REPAIR WORKS

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS

Ia - Civil Demolitions

Removal of existing equipment in the external area;

Removal of light poles Removal of the external wooden structure;

Demolition of existing asphalt pavers parking area;

Removal of existing perimeter fence.

Ib – Architectural Demolitions

Complete removal of internal doors and windows with particular attention to the implementation of the procedures required by law for the removal of elements containing asbestos (Fire Rated doors);

Complete removal of external doors and windows;

Removal of false ceilings;

Demolition of internal masonry partitions;

Removal of internal coatings;

Demolition of perimeter walls to open new holes for windows and doors;

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Removal of the covering mantle in sheath and insulating panels;

Removal of drainpipes and eaves in sheet metal;

Demolition of the internal floorings and the related screeds;

Ic – Structural Demolitions

Demolition of concrete slab Excavation for foundations and aerated floor Demolition of existing reinforced concrete structure, including columns, existing masonry Id – Mechanical Demolitions The following existing mechanical systems and related technical spaces will be removed and disposed to public dump if required:

existing air ducts, diffusers, grilles equipment and fittings in the building;

existing radiators and fan coil unit and fittings in the building;

all piping system, pump equipment and fittings in the building;

boilers, water heater, pipes and plumbing distribution system;

gas exhaust systems (chimneys and hood cooking);

sewer systems in the building;

water treatment system;

natural gas system from the building to the pressure reducer cabinet and inside the building. The pressure reducer cabinet shall be replaced due to the construction of the new part of the building.

Ie – Electrical Demolitions

Demolitions and disposal of the existing power, lighting, telecommunication, fire alarm, lightning systems.

Removal and disposal of all the wiring and cable pathways (conduit, cable trays, wireways) related to the demolished electrical systems.

PART II – ARCHITECTURAL, STRUCTURAL AND CIVIL WORK

IIa – Civil Works

Replacement of the shading sheet on the external fence in order to guarantee better privacy inside the area;

Automation of the two existing gates along the external fence to access the area;

Implementation of the infrastructure networks related to the existing building and the new building, connected to the existing system and upgrading of the existing ones;

Construction of draining fields for the collection and drainage of storm water;

Landscaping;

Laying of road subgrade and realization of exterior paved areas (roads and walkways);

Green works Implementation of new horizontal and vertical signage IIb - Architectural Works

Creation of the floor screeds and internal stoneware flooring;

Industrial quartz floor New internal partitions and perimeter counter walls in plasterboard with interposed rock wool panel;

Installation of external aluminium doors with thermal break and low emission double glazing complete with Venetian blinds and windowsill;

Installation of interior fire doors;

Laying ceramic tile coverings in toilets and ancillary rooms;

Walls painting with washable paint;

Execution of lightened CMU walls for fire resistant partitions;

Plastering of the ceiling to obtain the required fire rating;

Installation of fiber suspended ceilings in all the rooms except for the technical rooms;

Execution of exterior insulation coating.

New insulating and waterproofing layer on the roof, consisting of vapour barrier, rigid insulating panels and double bituminous waterproofing membrane (walkable);

Safety line on roof;

FINAL (100% design) AC1 Page 11

Creation of vent chimneys, and miscellaneous roof penetrations for the technical installations;

Installation of new gutters, downspouts and flashing in sheet metal (cast iron will be used for the lower stretch of the downspouts).

Toilet accessories.

IIb - Structural Works

Cast in place structural column with anchor Aerated floor slab modular system.

PART III – MECHANICAL WORKS

IIIa – HVAC system installation of two air handling units for DOAS (direct outside air system). The unit shall be energy recovery unit type (wheel type);

installation of new galvanized steel duct for DOAS system, complete with diffuser, grille, manual dampers, VAV, CAV, fire dampers;

installation of recessed or basement fan coils (4 pipes type) with inverter motor, to climatize the space;

installation of wall fan coils in the mechanical room to avoid the freeze risk;

installation of radiator (low temperature type) for the small bathroom;

installation of polyvalent heat pump, 4 pipes type, with double compressor (one inverter and other

ON/OFF) to produce contemporary chilled and hot water;

installation of storage tank for chilled and hot water;

installation of steel piping for hydronic distribution system (4 pipes) installation of wall mounted boiler as for domestic hot water and also as spare for the heating system installation of heat exchanger to supply the heat to the heating system using a gas fired boiler;

installation of double pumps for secondary circuits (chilled and heating water) installation of double pumps for the boiler system installation of BACNET type control system to control the space condition (temperature and humidity) and to control all equipment.

installation of DX unit for UPS and COMM room.

IIIb – Plumbing system installation new gas line with new gas pressure reducer cabinet. A new seismic shutoff valve shall be installed outside the building;

installation new water line incoming from base system;

installation new water treatment with double column water softener;

installation of new domestic hot water production system, including a demand DHW exchanger (pre-heat) and a DHW storage (60°C) installation of mixing valve with “anti legionella” control installation double recirculation pumps installation the distribution system (cold, hot and recirculation pipes). All system shall be in copper;

installation of the new bathrooms, shower and restroom, small laundry, kitchen and breaking area installation of new drinking fountains.

PART IV – ELECTRICAL WORKS

Furnishing and installation of new low voltage Panels, including cable connections.

Furnishing and installation of new underground or under slab PVC cable duct.

Furnishing and installation of conduits, boxes, accessories and all necessary to install a complete system distribution for power, lighting, fire alarm, public address, telecommunication, HVAC systems.

Furnishing and installation of new electric feeding lines from the new panelboards to the loads.

Furnishing and installation of new wiring from the telecommunication cabinets to the outlets.

Furnishing and installation of new emergency push buttons.

Furnishing and installation of power and telecommunication outlets.

Furnishing and installation of the interior ordinary and emergency lighting systems.

FINAL (100% design) AC1 Page 12

Furnishing and installation of the exterior lighting system.

Furnishing and installation of electrical point for various equipment.

Furnishing and installation of the lightning and the grounding system.

Furnishing and installation of the new fire detection and alarm system.

Furnishing and installation of the new cctv system at the new automatic sliding gate.

Furnishing and installation of the new photovoltaic system.

Testing of electric, grounding, equipotential and lightning protection systems.

All other items of work as indicated on drawings and Schedule of Work Items.

FINAL (100% design) AC1 Page 13

AC1 - 2. LEED CERTIFICATION

Not Required.

AC1 - 3. 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 "MATERIAL SUBMITTAL SCHEDULE" 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. Number of copies will be as required on "MATERIAL SUBMITTAL SCHEDULE".

AC1 - 4. 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 (C.O.) 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 Contracting Officer (C.O.). Contractor shall submit photos or samples of the screening material for approval by C.O. The Contractor shall replace or repair in a timely manner, as determined by C.O., all fences and screening sections that have damage or develop unsightly rips or holes. It is strictly forbidden to install advertisement signs and/or logos including contractor’s along the construction site fence. 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 - 5. 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 C.O. for approval.

AC1 - 6. JOB SITE MOBILIZATION

The Contractor shall submit a proposal to C.O. 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 cannot 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 - 7. 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 C.O. 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 (D.M. 81/08) and other applicable norms.

FINAL (100% design) AC1 Page 14

AC1 - 8. CUSTODY OF HAZARDOUS WASTE AND HAZARDOUS MATERIALS

Prior to bringing any hazardous material onto 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.

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

Material Safety Data Sheets: The Contractor shall furnish English language versions of the Material Safety

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

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

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/CEAV office.

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/CEAV.

Asbestos Containing Materials: Asbestos containing materials could be encountered during demolition work. It shall be the responsibility of the Contractor to handle and dispose asbestos containing materials in the appropriate manner, as prescribed by Italian Law, governing the handling of such materials, and to provide all required documentation and related coordination to obtain the necessary authorizations.

Removal, handling and disposal of asbestos containing materials shall be in compliance with Section 13281 of this contract document.

AC1 - 9. PRESERVATION OF EXISTING CONDITIONS

The Contractor shall preserve and protect all structures, equipment, and 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 C.O. 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: NOT APPLICABLE.

b. Building Location: The project site is located within a fenced NOT restricted area. Contractor shall strictly comply with the Contracting Officer’s instructions. Delays may happen when the Contractor will enter the areas due to military operations or exercises. In this case the unproductive time will not be at the expense of the USA Government.

c. Administrative Containers: Containers required on site for administrative reasons (office space, conference space, break room) must be in like new condition and painted a color which coordinates with the base architectural plan and is approved by C.O., 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 C.O., 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

FINAL (100% design) AC1 Page 15 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 C.O.

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 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

Work site area is outside Airfield Area. Contractor WITH 4 WEEKS OF ADVANCE shall contact the office “Airfield Management” before installing/using special tools and equipment (cranes, truck with tall arms, lifters, etc).

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 site or lay-down 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 C.O. The Contractor shall clearly identify their vehicles through the use of company logos or signs on their vehicles.

AC1 - 13. ACCESS ROUTES

The project site is located within a fenced area.

The Contractor shall provide a haul route plan for approval by C.O.

For road detour/closures the Contractor shall submit a written request to the Contracting Officer or his authorized representative for approval four (4) 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.

FINAL (100% design) AC1 Page 16

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

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 mowings 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

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

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

Project will be executed in two phases. Addition will be constructed first and once completed and fully functional, existing facility will be vacated and renovation will start. Prior to starting any work, the Contractor shall submit a Work Plan for approval by the Contracting Officer.

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.

FINAL (100% design) AC1 Page 17

GROUP CODE TITLE

GENERAL

1 G-001 TITLE SHEET AND SITE LOCATION / COPERTINA ED INDIVIDUAZIONE DEL SITO

2 G-002 INDEX OF DRAWINGS / INDICE DELLE TAVOLE

3 G-003 INDEX OF DRAWINGS / INDICE DELLE TAVOLE

SURVEY MAPPING

4 V-101 SURVEY SPOT HEIGHT MAP / RILIEVO PIANO QUOTATO

5 V-102 EXISTING BUILDING FLOOR PLAN / PLANIMETRIA EDIFICIO ESISTENTE

6 V-201 EXISTING BUILDING ELEVATIONS / PROSPETTI EDIFICIO ESISTENTE

7 V-301 EXISTING BUILDING SECTIONS / SEZIONI EDIFICIO ESISTENTE

8 V-401 SITE UTILITIES SURVEY / RILIEVO SOTTOSERVIZI

9 V-402 SITE UTILITIES SURVEY – ENLARGEMENT / RILIEVO SOTTOSERVIZI - INGRANDIMENTO

CIVIL

10 C-101 EXISTING CONDITION – GENERAL PLAN & DEMOLITION / STATO DI FATTO –

PLANIMETRIA GENERALE E DEMOLIZIONI

11 C-102 NEW CONDITION – GENERAL PLAN / STATO DI PROGETTO – PLANIMETRIA GENERALE

12 C-103 NEW CONDITION – SITE UTILITIES PLAN / STATO DI FATTO – PLANIMETRIA

SOTTOSERVIZI

13 C-104 NEW CONDITION – SITE UTILITIES – ENGLARGEMENT / STATO DI PROGETTO –

PLANIMETRIA SOTTOSERVIZI - INGRANDIMENTO

14 C-501 NEW CONDITION – DRAINAGE CHAMBERS DETAILS / PARTICOLARI BACINI DRENANTI

15 C-502 NEW CONDITION – UNDERGROUND UTILITIES DETAILS / STATO DI PROGETTO –

PARTICOLARI RETI ESTERNE

16 C-503 NEW CONDITION – SIGNAGE / STATO DI PROGETTO – SEGNALETICA

17 C-504 SLIDING GATE DETAILS / STATO DI PROGETTO – DETTAGLI CANCELLO SCORREVOLE

ARCHITECTURAL

18 A-101 EXISTING CONDITION – PLAN - DEMOLITION / STATO DI FATTO – PLANIMETRIA -

DEMOLIZIONI

19 A-102 NEW CONDITION – FLOOR / STATO DI PROGETTO - PIANTA

20 A-103 NEW CONDITION – ROOF FLOOR / STATO DI PROGETTO – PIANTA COPERTURA

21 A-201 EXISTING CONDITION – ELEVATIONS - DEMOLITION / STATO DI FATTO – PROSPETTI –

DEMOLIZ.

22 A-202 NEW CONDITION – ELEVATIONS / STATO DI PROGETTO – PROSPETTI

23 A-301 NEW CONDITION – SECTIONS / STATO DI PROGETTO – SEZIONI

24 A-401 NEW CONDITION – REFLECTED CEILING PLAN / STATO DI PROGETTO – PIANTA

CONTROSOFFITTI

25 A-402 NEW CONDITION – FLOOR FINISHES / STATO DI PROGETTO – PIANTA PAVIMENTI

26 A-501 NEW CONDITION - CONSTRUCTION DETALIS / STATO DI PROGETTO - DETTAGLI

COSTRUTTIVI

27 A-502

28 A-503 NEW CONDITION - ANTINOISE METALLIC SCREEN DETALIS / STATO DI PROGETTO -

PARTICOLARI BARRIERA FONOASSORBENTE

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29 A-601 NEW CONDITION – WINDOWS SCHEDULE / STATO DI PROGETTO – ABACO FINESTRE

30 A-602 NEW CONDITION – DOORS SCHEDULE / STATO DI PROGETTO – ABACO PORTE

31 A-603 NEW CONDITION – WALLS SCHEDULES AND DETALIS / STATO DI PROGETTO –ABACO

DEI MURI E PARTICOLARI

32 A-604 NEW CONDITION – WALLS SCHEDULES AND DETALIS / STATO DI PROGETTO –ABACO

DEI MURI E PARTICOLARI

33 A-605 NEW CONDITION – TOILETS ENLARGED PLANS / STATO DI PROGETTO – PIANTE

INGRANDITE DEI BAGNI

34 A-606 NEW CONDITION – TOILETS ENLARGED PLANS / STATO DI PROGETTO – PIANTE

INGRANDITE DEI BAGNI

35 A-607 NEW CONDITION – TOILETS ENLARGED PLANS / STATO DI PROGETTO – PIANTE

INGRANDITE DEI BAGNI

36 A-608 NEW CONDITION – TOILETS ENLARGED PLANS / STATO DI PROGETTO – PIANTE

INGRANDITE DEI BAGNI

37 A-609 NEW CONDITION – SIGNAGE DETAILS / STATO DI PROGETTO – PARTICOLARI

SEGNALETICA

STRUCTURAL

38 S-001 STRUCTURAL DESIGN DATA / DATI PROGETTAZIONE STRUTTURALE

39 S-101 EXISTING CONDITION: FOUNDATIONS AND WALL PLAN / STATO DI FATTO:

CARPENTERIA FONDAZIONI E SETTI

40 S-102 EXISTING CONDITION: ROOF FRAMING PLAN / STATO DI FATTO: CARPENTERIA

COPERTURA

41 S-103 FOUNDATION FRAMING AND WALL PALN / CARPENTERIA FONDAZIONI E PIANTA

SETTI

42 S-104 FOUNDATIONS FRAMING PLAN - ADDITION / CARPENTERIA FONDAZIONI

AMPLIAMENTO

43 S-105 STRUCTURAL WALLS – LAYOUT ADDITION / SETTI STRUTTURALI - SPICCATO

AMPLIAMENTO

44 S-106 ROOF FRAMING PLAN - ADDITION/ CARPENTERIA COPERTURA - AMPLIAMENTO

45 S-301 SECTION / SEZIONE

46 S-501 EXISTING CONDITION: DETAILS/ STATO DI FATTO: PATICOLARI

47 S-502 EXISTING CONDITION: DETAILS/ STATO DI FATTO: PATICOLARI

48 S-503 STRUCTURAL DETAILS / PARTICOLARI ARMATURE

49 S-504 FOUNDATION, WALL AND ROOF SLAB DETAILS / PARTICOLARI FONDAZIONI, SETTI E

SOLAI

50 S-505 STRUCTURAL DETAILS / PARTICOLARI ARMATURE

MECHANICAL

51 M-001 SYMBOLS AND ABBREVIATIONS / LEGENDA E NOTE GENERALI

52 M-002 SYMBOLS AND ABBREVIATIONS / LEGENDA E NOTE GENERALI

53 MD101 GROUND FLOOR PLAN - HVAC DEMOLITION / PIANTA PIANO TERRA - DEMOLIZIONI

HVAC

54 M-101 NEW CONDITION – DUCTWORK PLAN / STATO DI PROGETTO – PIANTA

CANALIZZAZIONI ARIA

55 M-102 NEW CONDITION – ROOF PLAN / STATO DI PROGETTO – PIANTA COPERTURA

56 M-103 NEW CONDITION – HVAC PIPING / STATO DI PROGETTO – TUBAZIONI HVAC

57 M-301 NEW CONDITION – SECTION / STATO DI PROGETTO - SEZIONE

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58 M-302 NEW CONDITION – SECTION / STATO DI PROGETTO - SEZIONE

59 M-401 NEW CONDITION – ENLARGED PIPING – BOILER ROOM / STATO DI PROGETTO –

PIANTA INGRANDITA TUBAZIONI – CENTRALE TERMICA

60 M-402 REFERENCE VIEWS – BOILER ROOM / VISTE TRIDIMENSIONALI DI RIFERIMENTO

61 M-501 DETAILS / DETTAGLI

62 M-502 DETAILS / DETTAGLI

63 M-503 DETAILS / DETTAGLI

64 M-504 DETAILS / DETTAGLI

65 M-505 DETAILS / DETTAGLI

66 M-506 DETAILS / DETTAGLI

67 M-507 DETAILS / DETTAGLI

68 M-508 DETAILS / DETTAGLI

69 M-509 DETAILS / DETTAGLI

70 M-510 DETAILS / DETTAGLI

71 M-511 DETAILS / DETTAGLI

72 M-512 DETAILS / DETTAGLI

73 M-601 FLOW DIAGRAM / SCHEMA IDRAULICO

74 M-602 EQUIPMENT SCHEDULES – SHEETS 1 – TABELLE APPARECCHIATURE – FOGLIO 1

75 M-603 EQUIPMENT SCHEDULES – SHEETS 2 – TABELLE APPARECCHIATURE – FOGLIO 2

76 M-604 EQUIPMENT SCHEDULES – SHEETS 3 – TABELLE APPARECCHIATURE – FOGLIO 3

77 MI701 DDC ARCHITECTURE SCHEMATIC – SCHEMA ARCHITETTURA SISTEMA DDC

78 MI702 SCHEMATIC CONTROL DIAGRAM - HYDRONIC SYSTEM - SCHEMA CONTROLLI -

IMPIANTO IDRONICO

79 MI703 CONTROL SEQUENCES – SEQUENZE CONTROLLI

80 MI704 SCHEMATIC CONTROL DIAGRAM - AHU – SCHEMA CONTROLLI - AHU

81 MI705 CONTROL SEQUENCES – SEQUENZE CONTROLLI

82 MI706 CONTROL SEQUENCES – SEQUENZE CONTROLLI

83 MI707 SCHEMATIC CONTROL DIAGRAM - FC/AC-CU/EF/RAD/VAV - SCHEMA CONTROLLI - FC /

AC-CU / EF / RAD / VAV

84 MI708 CONTROL SEQUENCES – SEQUENZE CONTROLLI

85 MI709 SCHEMATIC CONTROL DIAGRAM - DHW SYSTEM - SCHEMA CONTROLLI - ACQUA

CALDA SANITARIA

86 MI710 CONTROL SEQUENCES – SEQUENZE CONTROLLI

PLUMBING

87 P-001 SYMBOLS AND ABBREVIATIONS / LEGENDA E NOTE GENERALI

88 PD101 EXISTING CONDITION - PLUMBING DEMOLITION / STATO DI FATTO - DEMOLIZIONI

IDRICO SANITARIO E SCARICHI

89 P-101 NEW CONDITION – PLUMBING SYSTEM / STATO DI PROGETTO – IMPIANTO IDRICO

SANITARIO

90 P-102 NEW CONDITION – DRAINAGE SYSTEM LAYOUT / STATO DI PROGETTO –IMPIANTO DI

SCARICO

FINAL (100% design) AC1 Page 20

91 P-401 REFERENCE VIEWS – PLUMBING SYSTEM / VISTE TRIDIMENSIONALI DI RIFERIMENTO –

IDRICO SANITARIO

92 P-402 REFERENCE VIEWS – DRAINAGE SYSTEM / VISTE TRIDIMENSIONALI DI RIFERIMENTO –

IMPIANTO DI SCARICO

93 P-501 DETAILS / DETTAGLI

94 P-502 DETAILS / DETTAGLI

95 P-503 DETAILS / DETTAGLI

96 P-504 DETAILS / DETTAGLI

97 P-505 DETAILS / DETTAGLI

98 P-506 DETAILS / DETTAGLI

99 P-507 DETAILS / DETTAGLI

100 P-508 DETAILS / DETTAGLI

101 P-509 DETAILS / DETTAGLI

102 P-510 DETAILS / DETTAGLI

103 P-511 DETAILS / DETTAGLI

104 P-512 DETAILS / DETTAGLI

ELECTRICAL

105 E-001 LEGEND OF SYMBOLS / LEGENDA DEI SIMBOLI

106 E-002 LEGEND OF SYMBOLS / LEGENDA DEI SIMBOLI

107 E-101 EXISTING CONDITION – ELECTRICAL UTILTIES / STATO DI FATTO – SOTTOSERVIZI

ELETTRICI

108 E-102 NEW CONDITION – ELECTRICAL UTILTIES / STATO DI PROGETTO – SOTTOSERVIZI

ELETTRI

109 E-103 GROUNDING AND LIGHTNING SYSTEMS / IMPIANTI DI TERRA E PROTEZIONE FULMINI

110 E-104 LIGHTNING AND PHOTOVOLTAIC SYSTEMS / IMPIANTI DI PROTEZIONE FULMINI E

FOTOVOLTAICO

111 E-105 CABLE TRAYS FOR POWER SYSTEM / CANALI PORTACAVI ENERGIA

112 E-106 POWER SYSTEM: RECEPTACLES / IMPIANTO FORZA MOTRICE: PRESE

113 E-107 INTERIOR LIGHTING SYSTEM / IMPIANTO ILLUMINAZIONE INTERNA

114 E-108 MECHANICAL LOADS / UTENZE MECCANICHE

115 E-401 TEHCNICAL ROOMS ENLARGEMENTS / INGRANDIMENTI LOCALI TECNICI

116 E-501 ELECTRICAL SYSTEM: DETAILS / IMPIANTI ELETTRICI: DETTAGLI

117 E-502 ELECTRICAL SYSTEM: DETAILS / IMPIANTI ELETTRICI: DETTAGLI

118 E-601 PANELBOARDS FLOW-CHART, LEGEND / FLOW CHART QUADRI ELETTRICI, LEGENDA

119 E-602 PANELBOARDS: ONELINE DIAGRAMS / IMPIANTI ELETTRICI: SCHEMI UNIFILARI

120 E-603 PANELBOARDS: ONELINE DIAGRAMS / IMPIANTI ELETTRICI: SCHEMI UNIFILARI

121 E-604 PANELBOARDS: ONELINE DIAGRAMS / IMPIANTI ELETTRICI: SCHEMI UNIFILARI

122 E-605 PANELBOARDS: ONELINE DIAGRAMS / IMPIANTI ELETTRICI: SCHEMI UNIFILARI

123 E-606 PANELBOARDS: ONELINE DIAGRAMS / IMPIANTI ELETTRICI: SCHEMI UNIFILARI

124 E-607 PANELBOARDS: ONELINE DIAGRAMS / IMPIANTI ELETTRICI: SCHEMI UNIFILARI

125 E-608 PANELBOARDS: ONELINE DIAGRAMS / IMPIANTI ELETTRICI: SCHEMI UNIFILARI

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126 E-609 PANELBOARDS: ONELINE DIAGRAMS / IMPIANTI ELETTRICI: SCHEMI UNIFILARI

127 E-610 PANELBOARDS: ONELINE DIAGRAMS / IMPIANTI ELETTRICI: SCHEMI UNIFILARI

128 E-611 LIGHTING CONTROLS: ONE-LINE DIAGRAM / CONTROLLI ILLUMINAZIONE: SCHEMA

UNIFILARE

TELECOMMUNICATION

129 T-001 TELECOMMUNICATION SYSTEM - LEGEND OF SYMBOLS / IMPIANTO

TELECOMUNICAZIONI - LEGENDA DEI SIMBOLI

130 T-002 SPECIAL SYSTEMS – LEGEND OF SYMBOLS / IMPIANTI SPECIALI: LEGENDA DEI SIMBOLI

131 T-101 EXISTING TELECOMMUNICATION SYSTEM UTILITIES / SOTTOSERVIZI ESISTENTI

IMPIANTO TELECOMUNICAZIONI

132 T-102 NEW TELECOMMUNICATION SYSTEM UTILITIES / NUOVI SOTTOSERVIZI IMPIANTO

TELECOMUNICAZIONI

133 T-103 CABLE TRAYS FOR TELECOMMUNICATION SYSTEM / CANALI PER IMPIANTO

TELECOMUNICAZIONI

134 T-104 TELECOMMUNICATION SYSTEM OUTLETS / PRESE DELL'IMPIANTO

TELECOMUNICAZIONI

135 T-105 SPECIAL SYSTEMS / IMPIANTI SPECIALI

136 T-501 TELECOMMUNICATION SYSTEM UTILITIES DETAILS / DETTAGLI SOTTOSERVIZI

IMPIANTO TELECOMUNICAZIONI

137 T-502 TELECOMMUNICATION SYSTEM DETAILS / DETTAGLI IMPIANTO TELECOMUNICAZIONI

138 T-503 TELECOMMUNICATION SYSTEM DETAILS / DETTAGLI IMPIANTO TELECOMUNICAZIONI

139 T-601 TELECOMMUNICATION SYSTEM RISER DIAGRAM / SCHEMA IMPIANTO

TELECOMUNICAZIONI

140 T-602 SPECIAL SYSTEMS RISER DIAGRAMS / SCHEMI IMPIANTI SPECIALI

FIRE PROTECTION

141 F-001 FIRE PROTECTION – LEGEND, ABBREVIATIONS AND GENERAL NOTES / PROTEZIONE

INCENDI – LEGENDA, ABBREVIAZIONI E NOTE GENERALI

142 F-101 NEW CONDITION – FIRE PROTECTION SITE PLAN / STATO DI PROGETTO –

PLANIMETRIA GENERALE ANTINCENDIO

143 F-102 NEW CONDITION – BULDING CODE SUMMARY / STATO DI PROGETTO –

CLASSIFICAZIONE ANTINCENDIO EDIFICIO

144 F-103 NEW CONDITION – LIFE SAFETY PLAN / STATO DI PROGETTO – PLANIMETRIE USCITE

DI EMERGENZA

145 F-104 NEW CONDITION – SPRINKLER SYSTEM / STATO DI PROGETTO – IMPIANTO SPRINKLER

146 F-501 FIRE PROTECTION – DETAILS / DETTAGLI - ANTINCENDIO

147 F-502 FIRE PROTECTION – DETAILS / DETTAGLI - ANTINCENDIO

148 F-503 FIRE PROTECTION – DETAILS / DETTAGLI - ANTINCENDIO

149 F-601 WET PIPE SPRINKLER RISER DIAGRAM / SCHEMA IMPIANTO SPRINKLER AD UMIDO

FIRE ALARM

150 FA001 FIRE ALARM SYSTEM LEGEND OF SYMBOLS / LEGENDA SIMBOLO IMPIANTO ALLARME

INCENDIO

151 FA101 FIRE ALARM SYSTEM / IMPIANTO ALLARME INCENDIO

152 FA501 FIRE ALARM SYSTEM DETAILS / PARTICOLARI IMPIANTO ALLARME INCENDIO

153 FA601 FIRE ALARM SYSTEM RISER DIAGRAM / SCHEMA IMPIANTO ALLARME INCENDIO

154 FA602 FIRE ALARM AND GAS DETECTION SYSTEMS: OPERATIONS / IMPIANTI ALLARME

INCENDIO E RIVELAZIONE GAS: OPERAZIONI

FINAL (100% design) AC1 Page 22

AC1 - 23. TECHNICAL SPECIFICATION

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

None See Paragraphs AC1-24 and AC1-25 and AC1-26 for the other applicable specifications.

AC1 - 24. ADDITIONAL SPECIFICATIONS

In addition to the Norms and Specifications contained in the Master Specifications as noted in Section AC1-23 of these Technical Specifications, the following Additional Specifications shall apply to this project:

UFG 01 56 10.00 42 EROSION AND SEDIMENT CONTROL

UFGS 07 24 00 EXTERIOR INSULATION AND FINISH SYSTEM

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

AC1 - 25. REVISED MASTER SPECIFICATIONS

In addition to the Norms and Specifications contained in the Master Specifications as noted in Section AC1-23 of these Technical Specifications, the following Revised Master Specifications shall apply to this project

01100/R GENERAL CONDITIONS

01101/R PROJECT SIGN

02220/R SITE DEMOLITION

02315/R EXCAVATION AND FILL

02579/R PRECAST CONCRETE PAVING BLOCKS FOR SIDEWALKS

02630/R STORM DRAINAGE

02722/R GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

02741/R BITUMINOUS CONCRETE PAVEMENT

02762/R JOINTS, REINFORCEMENT, AND MOORING EYES IN CONCRETE PAVEMENTS

02821/R CHAIN LINK FENCES AND GATES

03300/R CAST IN PLACE CONCRETE

04200/R MASONRY

05500/R METAL FABRICATIONS

07112/R BITUMINOUS DAMPPROOFING

07220/R ROOF INSULATION

07231/R WALL INSULATION

07321/R CLAY ROOFING TILE

07600/R FLASHING AND SHEET METAL

07920/R JOINT SEALANTS

08110/R STEEL DOORS AND STEEL FRAMES

08120/R ALUMINUM DOORS AND FRAMES

08210/R WOOD DOORS

08520/R ALUMINUM WINDOWS

08800/R GLAZING

09100/R METAL SUPPORT ASSEMBLIES

09212/R EXTERIOR STUCCO

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

FINAL (100% design) AC1 Page 23

10201/R METAL WALL AND DOOR LOUVERS

10400/R IDENTIFICATION DEVICES

10800/R TOILET AND BATH ACCESSORIES

13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

12490/R BLINDS

15050/R BASIC MECHANICAL MATERIALS AND METHODS

15070/R MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

15080/R INSULATION FOR MECHANICAL SYSTEMS

15181/R CHILLED WATER AND HOT WATER PIPING

15400/R PLUMBING

15514/R LOW PRESSURE WATER…