ASHE_12-1039_SEP-2018_Tech_Specs_Rev.1.pdf

U.S. AIR FORCE

31ST FIGHTER WING

31ST CES/CENM

AVIANO AIR BASE, ITALY

33100 UDINE (I) – VIA DEL PARTIDOR, 7

tel. 0432/601860, fax 0432/601822 mailto:studio@contiassociati.it

PROJECT : ASHE 12-1039

SUBMITTAL : 100% REVISION SEP 2018

SUBMITTAL DATE : SEP 2018

Technical specification

Project: ASHE 12-1039 RENOVATE FOR COMMUNITY CENTER

Location: FAC. 1469, Area F, Aviano Ab, Italy

Project Phase: 100%

Date: REVISION SEP 2018

Prepared and Submitted by:

HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT ASHE 12-1039 RENOVATE FAC. 1469 FOR EDUCATION

CENTER AREA F, AVIANO AIR BASE, I DECLARE THAT I HAVE ACCERTAINED THAT THE STRUCTURES AND THE

TECHNOLOGICAL SYSTEMS INCLUDED THEREIN COMPLY WITH THE APPLICABILE ITALIAN NORMS.

DATE: __________________________

SIGNATURE

mailto:studio@contiassociati.it

PAGE LEFT INTENTIONALLY BLANK

1 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

INDEX

AC1 - 1 SCOPE OF PROJECT

AC1 - 2 ARCHITECTURE, MONUMENTL AND HYSTORICAL CONSTRAINTS

AC1 - 3 SUBMITTAL OF MATERIALS

AC1 - 4 CONSTRUCTION AREA SCREENING

AC1 - 5 PROJECT SIGN

AC1 - 6 JOB SITE MOBILIZATION

AC1 - 7 SAFETY

AC1 - 8 HAZMAT/HAZWASTE HOUSEKEEPING

AC1 - 9 PRESERVATION OF EXISTING CONDITIONS

AC1 - 10 WORK SITE CONDITIONS

AC1 - 11 AIRFIELD SAFETY TRAINING

AC1 - 12 PARKING

AC1 - 13 ACCESS ROUTES

AC1 - 14 TRUCKING AND ROADS

AC1 - 15 NOISE CONTROL

AC1 - 16 EXCAVATIONS

AC1 - 17 LAWN MAINTENANCE

AC1 - 18 LAWN ESTABLISHMENT

AC1 - 19 CONSTRUCTION SITE RESTORATION

AC1 - 20 PROCEDURES AND WORK PHASES

AC1 - 21 SALVAGEABLE MATERIALS

AC1 - 22 CONSTRUCTION DRAWINGS

AC1 - 23 TECHNICAL SPECIFICATION

AC1 - 24 ADDITIONAL SPECIFICATIONS

AC1 - 25 REVISED MASTER SPECIFICATIONS

AC1 - 26 ADDITIONAL NORMS AND STANDARDS

AC1 - 27 FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS

REVISED MASTER SPECIFICATION

PART A – NEW WORKS – SCHEDULE OF WORK ITEMS

PART B – REPAIR WORKS – SCHEDULE OF WORK ITEMS

MATERIAL SUBMITTAL SCHEDULE

2 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

AC1 - 1 SCOPE OF PROJECT

The Scope of this project is repair and renovate Bldg. 1469 to be reconverted as Community Center providing the execution of classrooms, testing rooms, offices, conference room, labs and all other services needed for the purpose as indicated in this project.

The structure will be reinforced to comply with actual Italian Structural Norms (NTC 2008).

External walls will be insulated for a better climate and to be compliant with Ministerial Decree 26/01/2010, as well as the heating and conditioning system. Electrical, Mechanical, Fire Detection and Suppression system will be completely renovated according to the specific requirements of the Community Center and the actual Italian Norms.

B.1469 is included in Historical Heritage Agency of Friuli Venezia Giulia. (L’edificio e’ vincolato da parte della

Soprintendenza per I beni architettonici e Paesaggistici del Friuli Venezia Giulia). Prescriptions included in attached Approval Document “Autorizzazione Palazzina n. 20 di p.g. - 16.10.2014” must be applied by the contractor during the project works execution.

Project works will be characterized as below:

PART A – NEW WORKS

PART B – REPAIR WORKS

Project Works will include:

ARCHITECTURAL/STRUCTURALCIVIL WORKS

Demolition and Removals

- Removal of doors and windows;

- Removal of plaster and internal and external revetments;

- Removal of false ceiling;

- Demolition of concrete pad and slabs;

- R.C. structures demolition;

- External and internal walls demolition;

- Demolition of sidewalk;

- Breach demolition of walls;

- Removal of damaged waterproofing and roof insulation;

- Reclamation of dry pits, tanks and septic tanks;

- Removal of flashings, gutters and downspouts even in presence of asbestos.

All demolished items shall be removed, transported, and disposed to authorized public dump site as required per applicable Norms.

Structural works

- Excavation for foundations;

- New lean concrete for foundations;

- New concrete for foundations, vertical walls and columns, beams, ceiling and roof slabs;

- New steel for reinforced concrete;

- Existing wall reinforcement with mesh and shotcrete;

- Metal carpentry for structural reinforcements.

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

Architectural works

- Lift supply and installation;

- Execution of glazed walls;

- New internal and external walls plastering and ceilings;

- New internal and external walls painting;

- New gypsum walls and counter walls;

- Folding walls installation;

- Installation of HPL partition walls;

- New doors and windows;

- New internal and external revetments;

3 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

- New aerated floor system igloo type;

- New ceramic and wooden flooring;

- New roof insulation and waterproofing package;

- New plastered and painted external revetment;

- New Gutters, flashing and downspouts.

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

Civil works

- New self-locking concrete blocks sidewalk;

- Clinker pavements renovation;

- Existing pavements repair;

- Connection to infrastructure services;

- Upgrade existing utility pits and manholes;

- Area restoration and landscaping;

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

MECHANICAL WORKS

Demolition and Removals

- Removal of all existing radiators and piping;

All demolished items shall be removed, transported, and disposed to authorized public dump site.

New Systems

- New HVAC systems including: chiller unit, heat pump unit, AHU with controlling and electrical system, ducting, wall and ceiling mounted fan-coils, diffusers and louvers, dampers, pipes, accessories;

- Plumbing for firefighting and sanitary system;

- New boiler room with gas connected boiler and chimney;

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

ELECTRICAL WORKS

New systems:

- New Lightning Protection System.

- New power supply underground connection to the local cabin 1465.

- New electrical distribution system.

- New grounding and bonding network.

- New generator installation for security purposes.

- New UPS installation for IT continuity network.

- New ordinary lighting system by means of fluorescent or LED fixtures.

- New security and exit lighting system.

- New external lighting system by means of amenity poles / fixtures.

- New communication system by means of a structured cabling network.

- New television system (DVB terrestrial and satellite type).

- New fire alarm system.

- New gas detection system (methane).

- New sound diffusion system for ordinary and security purposes.

AC1 - 2 ARCHITECTURE, MONUMENTL AND HYSTORICAL CONSTRAINTS

The building is restricted pursuant to art. 12, D.Lgs. 42/2004 and therefore the characteristics of the facade in terms of coating materials and windows patterns should be maintained.

Due to structural and conservation requirements, the cladding facing bricks will be maintained and repaired. Missing or damaged elements will be replaced with elements similar to those existing.

4 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

The changes will also cover the facade of the south-west where, for safety reasons, it is planned to build an emergency staircase with a metal structure and the related access.

Having remained for years in a total state of disrepair, is currently in a very bad state of preservation as you can see from the pictures below. Internal and external structures and finishing need a complete renovation for the utilization of the facility.

5 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

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 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 - 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. The temporary fences, gate, and screens shall be adequately staked and/or anchored to prevent blowing over, overturning, fall or components to fly around, especially because of the vicinity to the flIght line, 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.

Also project sign in accordance with D.L. 81/08 needs to be installed

6 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

AC1 - 6 JOB SITE MOBILIZATION

The Contractor shall submit a proposal to C.O. diagramming their construction site plan 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 subsequent amendment, EM 385-1-1 other applicable norms.

AC1 - 8 HAZMAT/HAZWASTE HOUSEKEEPING

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 local 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/CEAN for approval and coordination through SEG and SGPB. The Contracting Officer will provide sample of the MSDS form to the Contractor. The MSDS in

Italian and English version of each hazardous material in use and stored at the construction site needs to be always available for workers, inspectors, rescuers, etc.

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

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/CEAN 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/CEAN.

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

B.1469 is included in Historical Heritage Agency of Friuli Venezia Giulia. (L’edificio e’ vincolato da parte della Soprintendenza per I beni architettonici e Paesaggistici del Friuli Venezia Giulia). Prescriptions included in attached Approval Document “Autorizzazione Palazzina

n. 20 di p.g. - 16.10.2014” must be applied by the contractor during the project works execution.

The work areas shall be made available to the Contractor as follows:

a) Building interior area: The Contractor shall remove and dispose, if not otherwise directed by the Contracting Officer’s Technical

Representative, all the floor and/or wall fastened furniture items from the rooms interested by the works. Movable furniture items will be by Government personnel removed prior commencement of the work.

7 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

b) Building Location: The building is located in an USAF Base that requires special access procedures, therefore the Contractor shall strictly comply with the Contracting Officer’s instructions. Delays may happen when the Contractor will enter the Base areas due to military operations, exercises, LVIS search, etc. 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 Aviano Design Guide Rev.2017 and BCE Architect 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 Aviano Design Guide Rev.2017 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 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

The work site is close to the airfield. The Contractor shall contact the Airbase Airfield Manager before the installation/use of any equipment as cranes, lift, etc. that may cause interference with the airfield view or to any airfield operation.

Minimum one month before the crane installation, notify 31OSS for the approval and coordinate with the safety coordinator all the other documentation required.

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 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.

8 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

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. Notify minimum 15 days in advance road closures or traffic deviation including a traffic plan for the approval.

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. Prior to start an excavation the Contractor needs to have the Digging Permit (AF103) approved, it needs to be request at least one month in advance

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. Contractor shall be responsible of the grass maintenance until it reaches 75% coverage of the area. 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.

9 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

AC1 - 20 PROCEDURES AND WORK PHASES

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.

10 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

AC1 - 22 CONSTRUCTION DRAWINGS

The following Construction Drawings complement this Technical Specification and are an integral part of the project documents:

SHEET

SEQUENTIAL

No.

DESCRIPTION

GENERAL

T - 1 1

COVER SHEET

COPERTINA

T - 2 2

LIST OF DRAWINGS

ELENCO DISEGNI

CIVIL / OPERE CIVILI

C - 1 X 3

EXISTING CONDITION - DEMOLITION PLAN

PIANTA DEMOLIZIONI - STATO DI FATTO

C - 2R 4

NEW CONDITION - LAYOUT PLAN

PLANIMETRIA - STATO DI FATTO

ARCHITETTONICAL / OPERE EDILI

A - 1 X 5

BASEMENT PLAN - EXISTING

PIANTA PIANO INTERRATO - STATO DI FATTO

A - 2 X 6

GROUND FLOOR PLAN - EXISTING

PIANTA PIANO TERRA - STATO DI FATTO

A - 3 X 7

FIRST FLOOR PLAN - EXISTING

PIANTA PRIMO PIANO - STATO DI FATTO

A - 4 X 8

SECOND FLOOR PLAN - EXISTING

PIANTA SECONDO PIANO - STATO DI FATTO

A - 5 X 9

THIRD FLOOR PLAN - EXISTING

PIANTA TERZO PIANO - STATO DI FATTO

A - 6 X 10

ROOF PLAN - EXISTING

PIANTA COPERTURA - STATO DI FATTO

A - 7 X 11

1-2 ELEVATIONS - EXISTING

PROSPETTI 1-2 - STATO DI FATTO

A - 8 X 12

3-4 ELEVATIONS - EXISTING

PROSPETTI 3-4 - STATO DI FATTO

A - 9 X 13

A-B-C-D SECTIONS - EXISTING

SEZIONI A-B-C-D - STATO DI FATTO

A - 10 X 14

E-F SECTIONS - EXISTING

SEZIONI E-F - STATO DI FATTO

A - 11 15

NEW CONDITION - BASEMENT - GROUND FLOOR PLAN

PROGETTO - PIANO NTERRATO - PIANTA PIANO TERRA

A - 12 16

NEW CONDITION - FIRST FLOOR PLAN

PROGETTO - PIANTA PIANO PRIMO

A - 13 17

NEW CONDITION - SECOND FLOOR PLAN

PROGETTO - PIANTA PIANO SECONDO

A - 14 18

NEW CONDITION - THIRD FLOOR PLAN

PROGETTO - PIANTA PIANO TERZO

A - 15 19

NEW CONDITION - COVERAGE PLAN

PROGETTO - PIANTA PIANO COPERTURA

A - 16 20

NEW CONDITION - 1-4 ELEVATIONS

PROGETTO - PROSPETTI 1-4

A - 17 21 NEW CONDITION - 2-3 ELEVATIONS

11 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

SHEET

SEQUENTIAL

No.

DESCRIPTION

PROGETTO - PROSPETTI 2-3

A - 18 22

NEW CONDITION - A-B-D SECTIONS

PROGETTO - SEZIONI A-B-D

A - 19 23

TOILETS DETAIL–WALLS DETAIL

DETTAGLIO BAGNI + DETTAGLIO MURI

A - 20 24

NEW CONDITION – DOORS DETAIL

PROGETTO - ABACO PORTE

A - 21 25

NEW CONDITION – WINDOWS DETAIL

PROGETTO - ABACO FINESTRE

A - 22 26

NEW CONDITION - CONSTRUCTION DETAILS

PROGETTO - DETTAGLI COSTRUTTIVI

STRUCTURE \ STRUTTURE

S - 1 27

STRUCTURE - EXISTING - BASEMENT FLOOR PLAN

STRUTTURE - PIANTA PIANO INTERRATO - STATO DI FATTO

S - 2 28

STRUCTURE - EXISTING - GROUND FLOOR PLAN

STRUTTURE - PIANTA PIANO TERRA - STATO DI FATTO

S - 3 29

STRUCTURE - EXISTING - FIRST FLOOR PLAN

STRUTTURE - PIANTA PRIMO PIANO - STATO DI FATTO

S - 4 30

STRUCTURE - EXISTING - SECOND FLOOR PLAN

STRUTTURE - PIANTA SECONDO PIANO - STATO DI FATTO

S - 5 31

STRUCTURE - EXISTING - THIRD FLOOR PLAN

STRUTTURE - PIANTA TERZO PIANO - STATO DI FATTO

S - 6 32

STRUCTURE - EXISTING - ROOF FLOOR PLAN

STRUTTURE - PIANTA COPERTURA - STATO DI FATTO

S - 7 33

STRUCTURE - EXISTING SECTIONS

STRUTTURE - SEZIONI - STATO DI FATTO

S - 8 34

STRUCTURE - NEW CONDITION - BASEMENT FLOOR PLAN

STRUTTURE - PIANTA PIANO INTERRATO - PROGETTO

S - 9 35

STRUCTURE - NEW CONDITION - GROUND FLOOR PLAN

STRUTTURE - PIANTA PIANO TERRA - PROGETTO

S - 10 36

STRUCTURE - NEW CONDITION - FIRST FLOOR PLAN

STRUTTURE - PIANTA PRIMO PIANO - PROGETTO

S - 11 37

STRUCTURE - NEW CONDITION - SECOND FLOOR PLAN

STRUTTURE - PIANTA SECONDO PIANO - PROGETTO

S - 12 38

STRUCTURE - NEW CONDITION - THIRD FLOOR PLAN

STRUTTURE - PIANTA TERZO PIANO - PROGETTO

S - 13 39

STRUCTURE - NEW CONDITION - ROOF FLOOR PLAN

STRUTTURE - PIANTA COPERTURA - PROGETTO

S - 14 40

STRUCTURE - NEW CONDITION - SECTIONS

STRUTTURE - SEZIONI - PROGETTO

S - 15 41

STRUCTURE - DETAILS NEW STRUCTURES C.A.

STRUTTURE - PARTICOLARI NUOVE STRUTTURE C.A.

S - 16 42

STRUCTURE - DETAILS NEW PILLARS C.A.

STRUTTURE - PARTICOLARI NUOVI PILASTRI C.A.

S - 17 43

STRUCTURE - DETAILS FOUNDATIONS C.A. AND PILLARS REINFORCED C.A.

STRUTTURE - PARTICOLARI FONDAZIONI C.A. E RINFORZO PILASTRI C.A.

S - 18 44 STRUCTURE - DETAILS REINFORCED WALL

12 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

SEQUENTIAL

No.

DESCRIPTION

STRUTTURE - PARTICOLARI RINFORZO MURATURA

S - 19 45

STRUCTURES - DETAILS BEAMS C.A. AND SHORING

STRUTTURE - PARTICOLARITRAVI C.A. E PUNTELLAZIONI

S - 20 46

STRUCTURES - DETAILS STAIRWAY C.A.

STRUTTURE - PARTICOLARI SCALA C.A.

S - 21 47

STRUCTURES - DETAILS INTERVENTION ON WALLS AND FLOORS

STRUTTURE - PARTICOLARI INTERVENTI SU MURATURA E SU SOLAI

S - 22 48

STRUCTURES - DETAIL BEAMS

STRUTTURE - PARTICOLARI TRAVI C.A.

S - 23 49

STRUCTURES - DETAIL BEAMS

STRUTTURE - PARTICOLARI SU TRAVI C.A.

S - 24 50

STRUCTURES - NEW STAIRWAY OUTDOOR FOUNDATION AND LEVEL 1° PLANTS

STRUTTURE - NUOVA SCALA ESTERNA PIANTE FONDAZIONE E 1°LIVELLO

S - 25 51

STRUCTURES - NEW STAIRWAY OUTDOOR PLANTS

STRUTTURE - NUOVA SCALA ESTERNA PIANTE

S - 26 52

STRUCTURES - NEW STAIRWAY OUTDOOR ELEVATIONS

STRUTTURE - NUOVA SCALA ESTERNA VISTA LATERALE

S - 27 53

STRUCTURES - NEW STAIRWAY OUTDOOR - DETAILS

STRUTTURE - NUOVA SCALA ESTERNA - PARTICOLARI

MECHANICAL / IMPIANTO MECCANICO

M - 1 54

LEGEND

LEGENDA

M - 2 55

NEW CONDITION - GENERAL PLAN - EXTERNAL MECHANICAL SYSTEMS

PROGETTO - PLANIMETRIA GENERALE - IMPIANTI MECCANICI ESTERNI

M - 3 56

NEW CONDITION - AERAULIC SYSTEM - GROUND AND UNDERGROUND FLOOR

PROGETTO - IMPIANTO AERAULICO - PIANO INTERRATO E PIANO TERRA

M - 4 57

NEW CONDITION - AERAULIC SYSTEM - FIRST FLOOR

PROGETTO - IMPIANTO AERAULICO - PIANO PRIMO

M - 5 58

NEW CONDITION - AERAULIC SYSTEM - SECOND FLOOR

PROGETTO - IMPIANTO AERAULICO - PIANO SECONDO

M - 6 59

NEW CONDITION - AERAULIC SYSTEM - THIRD FLOOR

PROGETTO - IMPIANTO AERAULICO - PIANO TERZO

M - 7 60

NEW CONDITION - HEATING AND CONDITIONING SYSTEM - GROUND AND

UNDERGROUND FLOOR

PROGETTO - IMPIANTO DI CONDIZIONAMENTO E RISCALDAMENTO - PIANO

INTERRATO E PIANO TERRA

M - 8 61

NEW CONDITION - HEATING AND CONDITIONING SYSTEM - FIRST FLOOR

PROGETTO - IMPIANTO DI CONDIZIONAMENTO E RISCALDAMENTO- PIANO PRIMO

M - 9 62

NEW CONDITION - HEATING AND CONDITIONING SYSTEM - SECOND FLOOR

PROGETTO – IMPIANTO DI CONDIZIONAMENTO E RISCALDAMENTO - PIANO

SECONDO

13 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

SEQUENTIAL

No.

DESCRIPTION

M - 10 63

NEW CONDITION - HEATING AND CONDITIONING SYSTEM - THIRD FLOOR

PROGETTO - IMPIANTO DI CONDIZIONAMENTO E RISCALDAMENTO - PIANO TERZO

M - 11 64

NEW CONDITION - WATER SYSTEM - GROUND AND UNDERGROUND FLOOR

PROGETTO - IMPIANTO IDRICO - PIANO INTERRATO E PIANO TERRA

M - 12 65

NEW CONDITION - WATER SYSTEM AND DISCHARGE - FIRST FLOOR

PROGETTO - IMPIANTO IDRAULICO E SCARICHI - PIANO PRIMO

M - 13 66

NEW CONDITION - WATER SYSTEM AND DISCHARGE - SECOND FLOOR

PROGETTO - IMPIANTO IDRAULICO E SCARICHI - PIANO SECONDO

M - 14 67

NEW CONDITION - WATER SYSTEM AND DISCHARGE - THIRD FLOOR

PROGETTO - IMPIANTO IDRAULICO E SCARICHI - PIANO TERZO

M - 15 68

NEW CONDITION - CHILLER SYSTEM

PROGETTO - MACCHINA FRIGO

M - 16 69

NEW CONDITION - ELECTRICAL SCHEME FOR VRV SYSTEM

PROGETTO - SCHEMA ELETTRICO A SERVIZIO IMPIANTO VRV

M - 17 70

NEW CONDITION -HEATING SYSTEM

PROGETTO - IMPIANTO TERMICO

ELECTRICAL / IMPIANTO ELETTRICO

E - 1 71

LEGEND

LEGENDA

E - 2 X 72

EXISTING CONDITION WITH UNDERGROUND EXTENSION

CONDIZIONE ESISTENTE CON INTEGRAZIONI SOTTERRANEE

E - 3 73

NEW CONDITION - GROUNDING SYSTEM

NUOVA CONDIZIONE - IMPIANTO DI TERRA

E - 4 74

NEW CONDITION - LIGHTNING PROTECTION SYSTEM

NUOVA CONDIZIONE - IMPIANTO PROTEZIONE SCARICHE ATMOSFERICHE

E - 5 75

UNDERGROUND FLOOR

NEW CONDITION - OUTLETS AND DISTRIBUTION SYSTEM

PIANO INTERRATO

NUOVA CONDIZIONE - FORZA MOTRICE E DISTRIBUZIONE

E - 6 76

GROUND FLOOR_A

NEW CONDITION - OUTLETS AND DISTRIBUTION SYSTEM

PIANO TERRA_A

NUOVA CONDIZIONE - FORZA MOTRICE E DISTRIBUZIONE

14 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

SEQUENTIAL

No.

DESCRIPTION

E - 7 77

GROUND FLOOR_B

NEW CONDITION - OUTLETS AND DISTRIBUTION SYSTEM

PIANO TERRA_B

NUOVA CONDIZIONE - FORZA MOTRICE E DISTRIBUZIONE

E - 8 78

GROUND FLOOR_C

NEW CONDITION - OUTLETS AND DISTRIBUTION SYSTEM

PIANO TERRA_C

NUOVA CONDIZIONE - FORZA MOTRICE E DISTRIBUZIONE

E - 9 79

FIRST FLOOR_A

NEW CONDITION - OUTLETS AND DISTRIBUTION SYSTEM

PRIMO PIANO_A

NUOVA CONDIZIONE - FORZA MOTRICE E DISTRIBUZIONE

E - 10 80

FIRST FLOOR_B

NEW CONDITION - OUTLETS AND DISTRIBUTION SYSTEM

PRIMO PIANO_B

NUOVA CONDIZIONE - FORZA MOTRICE E DISTRIBUZIONE

E - 11 81

SECOND FLOOR_A

NEW CONDITION - OUTLETS AND DISTRIBUTION SYSTEM

SECONDO PIANO_A

NUOVA CONDIZIONE - FORZA MOTRICE E DISTRIBUZIONE

E - 12 82

SECOND FLOOR_B

NEW CONDITION - OUTLETS AND DISTRIBUTION SYSTEM

SECONDO PIANO_B

NUOVA CONDIZIONE - FORZA MOTRICE E DISTRIBUZIONE

E - 13 83

THIRD FLOOR_B

NEW CONDITION - OUTLETS AND DISTRIBUTION SYSTEM

TERZO PIANO_B

NUOVA CONDIZIONE - FORZA MOTRICE E DISTRIBUZIONE

E - 14 84

UNDERGROUND FLOOR

NEW CONDITION - LIGHTING SYSTEM

PIANO INTERRATO

NUOVA CONDIZIONE - IMPIANTO DI ILLUMINAZIONE

E - 15 85

GROUND FLOOR_A

NEW CONDITION - LIGHTING SYSTEM

PIANO TERRA_A

NEW CONDITION - LIGHTING SYSTEM

E - 16 86

GROUND FLOOR_B

NEW CONDITION - LIGHTING SYSTEM

PIANO TERRA_B

NUOVA CONDIZIONE - IMPIANTO DI ILLUMINAZIONE

E - 17 87

GROUND FLOOR_C

NEW CONDITION - LIGHTING SYSTEM

PIANO TERRA_C

NUOVA CONDIZIONE - IMPIANTO DI ILLUMINAZIONE

15 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

SEQUENTIAL

No.

DESCRIPTION

E - 18 88

FIRST FLOOR_A

NEW CONDITION - LIGHTING SYSTEM

PRIMO PIANO_A

NUOVA CONDIZIONE - IMPIANTO DI ILLUMINAZIONE

E - 19 89

FIRST FLOOR_B

NEW CONDITION - LIGHTING SYSTEM

PRIMO PIANO_B

NUOVA CONDIZIONE - IMPIANTO DI ILLUMINAZIONE

E - 20 90

SECOND FLOOR_A

NEW CONDITION - LIGHTING SYSTEM

SECONDO PIANO_A

NUOVA CONDIZIONE - IMPIANTO DI ILLUMINAZIONE

E - 21 91

SECOND FLOOR_B

NEW CONDITION - LIGHTING SYSTEM

SECONDO PIANO_B

NUOVA CONDIZIONE - IMPIANTO DI ILLUMINAZIONE

E - 22 92

THIRD FLOOR_B

NEW CONDITION - LIGHTING SYSTEM

TERZO PIANO_B

NUOVA CONDIZIONE - IMPIANTO DI ILLUMINAZIONE

E - 23 93

GROUND FLOOR_A

NEW CONDITION - COMMUNICATIONS AND TV SYSTEM

PIANO TERRA_A

NUOVA CONDIZIONE - IMPIANTO DATI E TV

E - 24 94

GROUND FLOOR_B

NEW CONDITION - COMMUNICATIONS AND TV SYSTEM

PIANO TERRA_B

NUOVA CONDIZIONE - IMPIANTO DATI E TV

E - 25 95

GROUND FLOOR_C

NEW CONDITION - COMMUNICATIONS AND TV SYSTEM

PIANO TERRA_C

NUOVA CONDIZIONE - IMPIANTO DATI E TV

E - 26 96

FIRST FLOOR_A

NEW CONDITION - COMMUNICATIONS AND TV SYSTEM

PRIMO PIANO_A

NUOVA CONDIZIONE - IMPIANTO DATI E TV

E - 27 97

FIRST FLOOR_B

NEW CONDITION - COMMUNICATIONS AND TV SYSTEM

PRIMO PIANO_B

NUOVA CONDIZIONE - IMPIANTO DATI E TV

E - 28 98

SECOND FLOOR_A

NEW CONDITION - COMMUNICATIONS AND TV SYSTEM

SECONDO PIANO_A

NUOVA CONDIZIONE - IMPIANTO DATI E TV

16 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

SEQUENTIAL

No.

DESCRIPTION

E - 29 99

SECOND FLOOR_B

NEW CONDITION - COMMUNICATIONS AND TV SYSTEM

SECONDO PIANO_B

NUOVA CONDIZIONE - IMPIANTO DATI E TV

E - 30 100

THIRD FLOOR_B

NEW CONDITION - COMMUNICATIONS AND TV SYSTEM

TERZO PIANO_B

NUOVA CONDIZIONE - IMPIANTO DATI E TV

E - 31 101

UNDERGROUND FLOOR

NEW CONDITION - FIRE ALARM SYSTEM

PIANO INTERRATO

NUOVA CONDIZIONE - IMPIANTO DI RIVELAZIONE INCENDI

E - 32 102

GROUND FLOOR_A

NEW CONDITION - FIRE ALARM SYSTEM

PIANO TERRA_A

NUOVA CONDIZIONE - IMPIANTO DI RIVELAZIONE INCENDI

E - 33 103

GROUND FLOOR_B

NEW CONDITION - FIRE ALARM SYSTEM

PIANO TERRA_B

NUOVA CONDIZIONE - IMPIANTO DI RIVELAZIONE INCENDI

E - 34 104

GROUND FLOOR_C

NEW CONDITION - FIRE ALARM SYSTEM

PIANO TERRA_C

NUOVA CONDIZIONE - IMPIANTO DI RIVELAZIONE INCENDI

E - 35 105

FIRST FLOOR_A

NEW CONDITION - FIRE ALARM SYSTEM

PRIMO PIANO_A

NUOVA CONDIZIONE - IMPIANTO DI RIVELAZIONE INCENDI

E - 36 106

FIRST FLOOR_B

NEW CONDITION - FIRE ALARM SYSTEM

PRIMO PIANO_B

NUOVA CONDIZIONE - IMPIANTO DI RIVELAZIONE INCENDI

E - 37 107

SECOND FLOOR_A

NEW CONDITION - FIRE ALARM SYSTEM

SECONDO PIANO_A

NUOVA CONDIZIONE - IMPIANTO DI RIVELAZIONE INCENDI

E - 38 108

SECOND FLOOR_B

NEW CONDITION - FIRE ALARM SYSTEM

SECONDO PIANO_B

NUOVA CONDIZIONE - IMPIANTO DI RIVELAZIONE INCENDI

E - 39 109

THIRD FLOOR_B

NEW CONDITION - FIRE ALARM SYSTEM

TERZO PIANO_B

NUOVA CONDIZIONE - IMPIANTO DI RIVELAZIONE INCENDI

E - 40 110

NEW CONDITION – FIRE SYSTEM BLOCK DIAGRAM

NUOVA CONDIZIONE – IMPIANTO ALLARME ANTINCENDIO

17 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

SEQUENTIAL

No.

DESCRIPTION

E - 41 111

NEW CONDITION – DIAGRAM 1

NUOVA CONDIZIONE – SCHEMI 1

E - 42 112

NEW CONDITION – DIAGRAM 2

NUOVA CONDIZIONE – SCHEMI 2

E - 43 113

NEW CONDITION – DIAGRAM 3

NUOVA CONDIZIONE – SCHEMI 3

E - 44 114

NEW CONDITION – DIAGRAM 4

NUOVA CONDIZIONE – IMPIANTO DI RIVELAZIONE INCENDI

E - 45 115

NEW CONDITION – DIAGRAM CT

NUOVA CONDIZIONE – DIAGRAMMA CT

AC1 - 23 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 modification, shall be applicable to the present project, together with the List of Work Items to be performed:

02315 EXCAVATION AND FILL

02579 PRECAST CONCRETE PAVING BLOCKS FOR SIDEWALKS

02724 AGGREGATE AND SAND BASE COURSES

02921 TURF

02935 LANDSCAPE MAINTENANCE

03401 HOLLOW SLAB SYSTEM

04405 NATURAL STONE WORK

05500 METAL FABRICATIONS

07112 BITUMINOUS DAMPPROOFING

07214 BOARD INSULATION

07231 WALL INSULATION

08210 WOOD DOORS

15050 BASIC MECHANICAL MATERIALS AND METHODS

15901 SPACE TEMPERATURE CONTROL SYSTEM

15950 HVAC TESTING/ADJUSTING/BALANCING

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:

B.1469 is included in Historical Heritage Agency of Friuli Venezia Giulia. (L’edificio e’ vincolato da parte della

Soprintendenza per I beni architettonici e Paesaggistici del Friuli Venezia Giulia). Prescriptions included in

Approval Document “Autorizzazione Palazzina n. 20 di p.g. - 16.10.2014” must be applied by the contractor during the project works execution.

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

18 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

02220/R SITE DEMOLITION

02630/R STORM DRAINAGE

03300/R CAST-IN-PLACE CONCRETE

04200/R MASONRY

05120/R STRUCTURAL STEEL

05500/R METAL FABRICATIONS

07220/R ROOF INSULATION

07231/R WALL INSULATION

07600/R FLASHING AND SHEET METAL

07920/R JOINT SEALANTS

08110/R STEEL DOORS AND STEEL FRAMES

08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

09212/R EXTERIOR STUCCO

09220/R INTERIOR PLASTER

09250/R GYPSUM AND CEMENT BOARD

09900/R PAINTS AND COATINGS

15080/R INSULATION FOR MECHANICAL EQUIPMENT

15181/R CHILLED WATER AND HOT WATER PIPING

15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

15400/R PLUMBING

15601/R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

15810/R DUCTWORK AND DUCTWORK ACCESSORIES

16050/R BASIC ELECTRICAL MATERIALS AND METHODS

16303/R UNDERGROUND TRANSIMISSION AND DISTRIBUTION LINES

16316/R SWITCHBOARDS

16402/R INTERIOR DISTRIBUTION SYSTEMS

16510/R INTERIOR LIGHTING

16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

UNI 10380 (1994+A1-1999) INTERIOR LIGHTING WITH ARTIFICIAL LIGHT

AC1 - 26 ADDITIONAL NORMS AND STANDARDS

Furthermore the works included in this project shall be in accordance, when applicable norms like Aviano Design Guide 2017 Revision, NFPA, ASTM, UL, HANDBOOKS, Norms and Standards, whose manuals and regulations are available for review at the Contracting

Officer.

19 ASHE 12-1039 RENOVATE B.1469 FOR COMMUNITY CENTER

AC1 - 27 FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS

1. 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 (see attached blank DD1354 and category codes list

CATCODE_LIST_2010). Contractor is required to provide final Form DD1354 for 31CES/CD signature before contract close out;

2. All installed mechanical and electrical equipment shall have the required Italian Mark of Quality a Product Certification

Approval (Whenever applicable) and shall conform to D.Lgs. 17-2010_Direttiva Macchine, with "C.E." Marking; 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 81/08 and subsequent modifications. Contractor is required to perform F/A systems testing in accordance with CEF close out check list (see attachment BUILDING

ACCEPTANCE CHECKLIST 01 Feb 2011);

3. At the end of the work, the Contractor shall provide the Government with three copies of the following documents:

- Certificate of Compliance with Law No. No. 37 dated 22 January 2008, for the installation of the electrical and mechanical systems in a workmanlike manner, signed by the Contractor.

- Final Acceptance Test Certifications for electrical and mechanical systems signed by a Registered

Engineer to be selected among three candidates proposed by the Contractor to the Contracting Officer in accordance with Law No. 37 dated 22 January 2008.

- Certificate of Static Test of the structure in accordance with D.M. 14/2008, signed by a Registered

Engineer authorized to perform tests in seismic area, selected among three candidates proposed by the Contractor to the Contracting Officer.

- For warranty call purpose, 3 copies of letter identifying project number, item, company address, phone number, point of contact, item warranty expiration date, etc. One copy of the letter will be installed next the item for immediate consultation;

- 3 set of AS BUILT drawings signed and stamped by qualified engineer and CD with autocad and pdf electronic version of same drawings (AUTOCAD Release 2007 for drawings. Drawings shall be geospatially referenced using real world coordinates WGS-1984 UTM 33N. 31CEP/CEPT section

(0434-305488) will provide an AutoCAD drawing that is geospatially referenced for the contractor to use as a background);

- 3 copies of O&M manuals and CD with pdf electronic version of same documentation;

- Certificate of disposal of hazardous material in accordance to applicable norms.

REVISED MASTER SPECIFICATIONS

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 02220/R SITE DEMOLITION

SECTION 02630/R STORM DRAINAGE

SECTION 03300/R CAST-IN-PLACE CONCRETE

SECTION 04200/R MASONRY

SECTION 05120/R STRUCTURAL STEEL

SECTION 05500/R METAL FABRICATIONS

SECTION 07220/R ROOF INSULATION

SECTION 07231/R WALL INSULATION

SECTION 07600/R FLASHING AND SHEET METAL

SECTION 07920/R JOINT SEALANTS

SECTION 08110/R STEEL DOORS AND STEEL FRAMES

SECTION 08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

SECTION 09212/R EXTERIOR STUCCO

SECTION 09220/R INTERIOR PLASTER

SECTION 09250/R GYPSUM AND CEMENT BOARD

SECTION 09900/R PAINTS AND COATINGS

SECTION 15080R INSULATION FOR MECHANICAL SYSTEMS

SECTION 15181R CHILLED WATER AND HOT WATER PIPING

SECTION 15720R AIR HANDLING AND DISTRIBUTION EQUIPMENT

SECTION 15810R DUCTWORK AND DUCTWORK ACCESSORIES

SECTION 15400R PLUMBING

SECTION 15601R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

SECTION 16050R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16303R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

SECTION 16316R SWITCHBOARDS

SECTION 16402R INTERIOR DISTRIBUTION SYSTEMS

SECTION 16510R INTERIOR LIGHTING

SECTION 16710R STRUCTURED TELECOMMUNICATIONS CABLING & PATHWAY SYSTEM .. 184

Section 01100/R 21

SECTION 01100/R

GENERAL CONDITIONS

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

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

-- End of Section -

Section 01101/R 22

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.

Additionally, standard signs as per Italian Legislative Decree 81/08, and specifically per direction of the Safety Coordinator, will need to be installed at the site.

Section 01101/R 23

-- End of Section –-

ASHE 12-1039 RENOVATE FAC. 1469 FOR COMMUNITY

CENTER

AREA F, AVIANO AIR BASE ITALY

Section 02220/R 24

SECTION 02220/R

SITE DEMOLITION

Add the following paragraph:

1.1.5 Electrical and Electronic Equipment Waste Disposal (RAEE)

Disposal of the Electrical and Electronic Equipment Waste (RAEE) shall be in compliance with Legislative Decree No. 151 dated 25 July 2005: Accomplishment of the European Directive Relevant to the Electrical and Electronic Equipment Waste.

Additionaly, comply to D.Lgs.152/2006 and subsequent amendments thereto.

-- End of Section –-

Section 02630/R 25

SECTION 02630/R

STORM DRAINAGE

Paragraph 1.1:

Delete:

UNI 7613 (1976) High Density Polyethylene Pipes for Buried Sewer Drain. Types, Dimensions, and Requirements.

Add:

UNI EN 12666 (2006) Plastic Pipe Systems for Non-pressure Underground Drainage and Sewerage – Polyethilene (PE) – Part 1: Specifications for Pipes, Fittings and the System.

Add at the end of Paragraph 2.1.1 the following sentence:

“Other manufacturers meeting the requirements of this specification are acceptable.”

-- End of Section --

Section 03300/R 26

SECTION 03300/R

CAST-IN-PLACE CONCRETE

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

(At Ambient Temperature).

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.

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 Provisions for the Application of EN 12620.

Part 1: Conformity Criteria.

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

Circolare n.617 Dated 02 February 2009 “Application Guidance for Technical Norms for

Constructions”.

Section 04200/R 27

SECTION 04200/R

MASONRY

UNI 8942-1 (1986) Clay Bricks and Blocks:

Terminology and Classification System.

UNI 8942-2 (1986) Clay Bricks and Blocks for Masonry:

Acceptance Limits.

UNI 8942-3 (1986) Clay Bricks and Blocks:

Test Methods.

UNI-EN 196.1-7 Test Method of Concrete.

UNI ENV 10080 (1997) Steel for the Reinforcement of Concrete.

UNI 771-1 (2005)Specification for Masonry Units.

Part 1: Clay Masonry Units.

UNI-EN 196.1-7 (2005) Test Method of Concrete.

UNI ENV 10080 (2005) Steel for the Reinforcement of Concrete.

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

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

Circolare n.617

Section 05120/R 28

SECTION 05120/R

STRUCTURAL STEEL

Paragraph 1.1 References:

UNI 5712 (1975) High-Strength Large Hexagon Screws for Structural Engineering - ISO Metric Coarse Thread.

UNI 5713 (1975) High-Strength Large Hexagon Nuts for Structural

Engineering - ISO Metric Coarse Thread.

UNI 5714 (1975) Chamfered Plain Washers for High-Strength Bolts for Structural Engineering.

UNI 8863/A1 (1987/89) Unalloyed Steel Seamless and Welded Tubes

Suitable for Screwing in Accordance with UNI ISO 7/1.

CNR UNI 10011 (1988) Steel Structures - Instructions for Design, Construction, Testing and Maintenance.

UNI EN 10083-1+A1 (1998) Quenched and Tempered Steels – Part 1:

Technical Delivery Conditions for Special Steels (Includes Amendment A1:1996).

UNI EN 14399-3 (2005) High-Strength Structural Bolting Assemblies for Preloading.

Part 3: System HR – Hexagon Bolt and Nut Assemblies.

UNI EN 14399-4 (2005) High-Strength Structural Bolting Assemblies for

Preloading.

Part 4: System HV – Hexagon Bolt and Nut Assemblies.

UNI EN 14399-5 (2005) High-Strength Structural Bolting Assemblies for

Preloading.

Part 5: Plain Washers.

UNI EN 14399-6 (2005) High-Strength Structural Bolting Assemblies for

Preloading.

Part 6: Plain Chamfered Washers.

UNI EN 10255 (2007) Non-Alloy Steel Tubes Suitable for Welding and

Threading – Technical Delivery Conditions.

UNI EN 10083-1 (2006) Steel for Quenching and Tempering. Part 1:

General Technical Delivery Conditions.

CNR UNI…