ASHE_18-1018_Tech_Specs_Rev.01.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 18-1018

A/E CONTRACT No. FA5682-17-D-0006; D.O. F0024

REPAIR HVAC SYSTEM FAC. 1442

AREA F – AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

SUBMITTAL: FINAL (100% design) – Rev. 01

Date: July the 3rd, 2018

REPAIR HVAC SYSTEM FAC. 1442 ASHE18-1018

FINAL (100% design) TECHNICAL SPECIFICATIONS Page 2

THIS PAGE LEFT INTENTIONALLY BLANK

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 18-1018

A/E CONTRACT No. FA5682-17-D-0006; D.O. F0024

REPAIR HVAC SYSTEM FAC. 1442

AREA F – AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT NO. ASHE 18-1018, PERTAINING TO

THE REPAIR OF HVAC SYSTEM AT BLDG 1442, 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: July the 3rd 2018

Design Coordination and Review

Ing. Stefano Bellinger Ordine degli Ingegneri della Provincia di Pordenone No.739 Sez.A

Electrical and Mechanical

Ing. Giancarlo Cuomo Ordine degli Ingegneri della Provincia di Pordenone No.824 Sez.A

FINAL (100% design) TECHNICAL SPECIFICATIONS Page 4

FINAL (100% design) TECHNICAL SPECIFICATIONS Page 5

TABLE OF CONTENTS

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS

SCHEDULE OF MATERIAL SUBMITTALS

REVISED MASTER SPECIFICATIONS

SCHEDULE OF WORK ITEMS

FINAL (100% design) AC1 Page 6

AC1 - 1. SCOPE OF PROJECT

Building No. 1442 is a two-storey facility located in the Area "F" of the Aviano Air Base. BLDG 1442 was built around 2008 and its original destination is Integrated Communication Complex.

The facility has a “L” shape made up of two rectangles each about 30x42m. The facility has a reinforced concrete structure with lightened cast-in-place slabs. The facility has a sloped roof covered with clay tiles.

The exterior face of perimeter walls is plastered quartz resin painted finished and aluminum windows. Interior flooring is in ceramic floor tiles and industrial concrete, partitions are painted gypsum board and plastered and painted hollow clay tile blocks, the suspended ceiling consists of mineral fiber panels and gypsum board, doors are steel and wood with plastic laminate.

It includes offices and some strategic communication rooms such as switch-, SIPRNet and NIPRNet rooms.

According to the Statement of Work for these A&E Services, HVAC components of BLDG 1442 are at the end of life cycle. Existing DX units are undersized and don't have enough cooling capacity to satisfy the needs of the telephone room.

A preliminary investigation carried out to prepare the SoW suggests replacing # 2 existing HVAC Chillers for building cooling, #2 Split units for battery room. In addition, the same investigation indicated the need of new close control HVAC system for SWITCH ROOM (room 120), SIPRNet (room 231A) and NIPRNet (room 224).

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

Part A – SUSTAIN WORKS

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS

Ia – Architectural Demolitions Not applicable

Ib – Structural Demolitions

• Structural demolition to allow the installation of the new air condenser on the rear of the building.

• Excavations for the installation of the new basement

Ic - Civil Demolitions Not applicable

Id – Mechanical Demolitions

• Removal of existing water chillers and dry cooler.

• Removal of existing piping and fittings that doesn’t meet the new installation

• Removal of existing primary pump (P1A and P1B).

• Removal of existing close control units CRACU-1 and CRACU-2.

• Removal of existing chilled water close control units CRACU-5 and CRACU-6 in the NIPRnet room.

• Removal of existing chilled water close control units CRACU-3 and CRACU-4 in the SIPRnet room.

• Removal of existing DX fan coils units in the UPS room.

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

Ie – Electrical Demolitions

• Removal of pumps P1A/P1B electrical system that doesn’t meet the new installation

• Removal of the electrical system that doesn’t meet the new installation at NIPRnet, SIPRnet, UPS and Telephone Switch rooms.

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

PART II – ARCHITECTURAL, STRUCTURAL AND CIVIL WORK

IIa - Architectural Works

• Supply and installation of steel fence.

• Plastering and Painting of exterior wall surfaces.

• Supply and installation of polymeric-bituminous waterproof sheath.

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

IIb - Structural Works

• Structural works for air condenser basement enlargement.

IIc – Civil Works

FINAL (100% design) AC1 Page 7

Not applicable

PART III – MECHANICAL WORKS

IIIa – HVAC system

• Supply and installation of outdoor chiller unit.

• Modification of chillers piping circuit, outdoor the mechanical room.

• Supply and installation of centrifugal pump P1A/P1B.

• Supply and installation of CRACU-1 and CRACU-2 unit in the telephone switch room.

• Supply and installation of CRACU-3 and CRACU-4 unit in the SIPRnet room.

• Supply and installation of CRACU-5 and CRACU-6 unit in the NIPRnet room.

• Supply and installation of aluminum air outlet diffusers.

• Configuration and verification of the existing HVAC DDC control system for the equipment replaced.

• Supply and installation of exhaust fan EF-1 for ventilation in the telephone switch room.

• Supply and installation of independent split system in the UPS room

• Testing and balancing of HVAC systems.

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

IIIb – Plumbing system Not applicable

PART IV – ELECTRICAL WORKS

IVa – Power, grounding, equipotential and lightning protection systems

• Modification of “TS” and “MRE” panels.

• Supply and installation of new electric feeding lines from the NP panel, to the new installed equipment chiller CH-1.

• Supply and installation of new electric feeding lines from the EP panel, to the new installed equipment chiller CH-2.

• Supply and installation of new electric feeding lines from the AC panel, to the new installed equipment (AC/CU unit).

• Supply and installation of new electric feeding lines and motor control from the MRE panel, to the new installed equipment (pumps).

• Supply and installation of new electric feeding lines and circuit breakers from the TS panel, to the new installed equipment.

• Supply and installation of new electric feeding lines from the BLA and BLB panel in the NIPRnet room, to the new installed equipment.

• Supply and installation of new electric feeding lines from the RL panel in the SIPRnet room, to the new installed equipment.

• Testing of electric, grounding, equipotential protection systems.

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

IVb – Lighting system Not applicable.

IVd – Fire Alarm System

• Testing of the fire alarm system before starting the operation in the telephone switch, NIPRnet and SIPRnet rooms.

• Testing of the fire alarm system after the installation in each of room.

Part B – REPAIR WORKS

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS

Id – Mechanical Demolitions

• Removal of existing secondary pump for the chilled water circuits (P2A and P2B).

• Removal of controls in mechanical room (pumps room) and in the Telephone switch, NIPRnet and SIPRnet rooms.

Ie – Electrical Demolitions

• Removal of pumps electrical system (P2A/P2B).

FINAL (100% design) AC1 Page 8

PART III – MECHANICAL WORKS

IIIa – HVAC system

• Supply and installation of centrifugal pump P2A/P2B.

• Supply and installation of independent split system air conditioner two-section.

PART IV – ELECTRICAL WORKS

IVa – Power, grounding, equipotential and lightning protection systems

• Modification of “MRE” panel.

• Supply and installation of new electric feeding lines from the MRE panel, to the new installed equipment (pumps and inverter unit).

FINAL (100% design) AC1 Page 9

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 10

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.

• 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 Local Regulations.

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

FINAL (100% design) AC1 Page 11

Storage of materials at the work site is at the Contractor’s risk. 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.

AC1 - 16. EXCAVATIONS

FINAL (100% design) AC1 Page 12

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

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 13

GROUP CODE TITLE

GENERAL

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

G-002 INDEX OF DRAWINGS / INDICE DELLE TAVOLE

STRUCTURAL

S-501 DETAILS - DETTAGLI

MECHANICAL

M-001 SYMBOLS AND ABBREVIATIONS / LEGENDA E NOTE GENERALI

M-002 SYMBOLS AND ABBREVIATIONS / LEGENDA E NOTE GENERALI

M-101

EXISTING CONDITIONS - PARTIAL HVAC PLAN: GROUND FLOOR, AREA “B” / STATO

DI FATTO - PLANIMETRIA PARZIALE IMPIANTO HVAC: PIANO TERRA, AREA “B”

M-102

EXISTING CONDITIONS - PARTIAL HVAC PLAN: FIRST FLOOR, AREA “B” / STATO DI

FATTO - PLANIMETRIA PARZIALE IMPIANTO HVAC: PIANO PRIMO, AREA “B”

MD-401

EXISTING CONDITIONS - MECHANICAL YARD EQUIPMENT PLAN / STATO DI FATTO -

PLANIMETRIA AREA TECNICA APARECCHIATURE

M-401

NEW CONDITIONS - MECHANICAL YARD EQUIPMENT PLAN / STATO DI PROGETTO -

PLANIMETRIA AREA TECNICA APARECCHIATURE

MD-402

EXISTING CONDITIONS - PARTIAL HVAC PLAN: GROUND FLOOR AND SECTION,

AREA “B” / STATO DI FATTO - PLANIMETRIA E SEZIONE PARZIALE IMPIANTO HVAC,

AREA “B”

M-402

NEW CONDITIONS - PARTIAL HVAC PLAN: GROUND FLOOR, AREA “B” / STATO DI

PROGETTO - PLANIMETRIA PARZIALE IMPIANTO HVAC, AREA “B”

MD-403 EXISTING CONDITIONS - SIPRNet ROOM / STATO DI FATTO - SIPRNet ROOM

M-403 NEW CONDITIONS - SIPRNet ROOM / STATO DI PROGETTO - SIPRNet ROOM

MD-404 EXISTING CONDITIONS - NIPRNet ROOM / STATO DI FATTO - NIPRNet ROOM

M-404 NEW CONDITIONS - NIPRNet ROOM / STATO DI PROGETTO - NIPRNet ROOM

M-501 DETAILS / DETTAGLI

M-601

MECHANICAL FLOW DIAGRAMS – CHILLED WATER / SCHEMI FUNZIONALI – ACQUA

REFRIGERATA

M-602 EQUIPMENT SCHEDULES / TABELLE APPARECCHIATURE

MI 701

DDC SYSTEM, CHILLED WATER DIAGRAM / SISTEMA DDC, SCHEMA ACQUA

REFRIGERATA

MI 702

DDC SYSTEM, CHILLED WATER SEQUENCE OPERATION / SISTEMA DDC, ACQUA

REFRIGERATA SEQUENZA OPERATIVA

MI 703

DDC SYSTEM, CRACU CONTROL SYSTEM / SISTEMA DDC, SISTEMA DI CONTROLLO

CRACU

ELECTRICAL

E-001 LEGEND OF SYMBOLS / LEGENDA DEI SIMBOLI

E-101

ELECTRICAL SYSTEM - GROUND FLOOR PLAN / IMPIANTO ELETTRICO - PIANTA

PIANO TERRA

E-102

ELECTRICAL SYSTEM – PARTIAL FIRST FLOOR PLAN, AREA “B”/ IMPIANTI ELETTRICI

– PLANIMETRIA PARZIALE PIANO PRIMO, AREA “B”

ED-401

EXISTING CONDITION - MECHANICAL YARD EQUIPMENT PLAN / STATO DI FATTO -

PLANIMETRIA AREA TECNICA APPARECCHIATURE

E-401

NEW CONDITION - MECHANICAL YARD EQUIPMENT PLAN / STATO DI PROGETTO -

PLANIMETRIA AREA TECNICA APPARECCHIATURE

FINAL (100% design) AC1 Page 14

ED-402

EXISTING CONDITION – PARTIAL ELECTRICAL PLAN: GROUD FLOOR AND SECTION,

AREA “B” / STATO DI FATTO – PLANIMETRIA E SEZIONE PARZIALE IMPIANTO

ELETTRICO: PIANO TERRA, AREA “B”

E-402

NEW CONDITION – ELECTRICAL SYSTEM PLAN: GROUD FLOOR, AREA “B” / STATO

DI PROGETTO - PLANIMETRIA PARZIALE IMPIANTO ELETTRICO

ED-403

EXISTING CONDITIONS, NIPRNet AND SIPRNet ROOMS - STATO DI FATTO, LOCALI NIPRNet e SIPRNet

E 403 NEW CONDITIONS, NIPRNet AND SIPRNet ROOMS - STATO DI PROGETTO, LOCALI NIPRNet e SIPRNet

E-601

PANEL “MRE” WIRING SCHEME - MODIFICATIONS / SCHEMI COLLEGAMENTO

QUADRO “MRE” – MODIFICHE

E-602

PANEL “NP” WIRING SCHEME - MODIFICATIONS / SCHEMI COLLEGAMENTO

QUADRO “NP” – MODIFICHE

E-603

PANEL “EP” WIRING SCHEME - MODIFICATIONS / SCHEMI COLLEGAMENTO

QUADRO “EP” – MODIFICHE

E-604

PANEL “AC” WIRING SCHEME - MODIFICATIONS / SCHEMI COLLEGAMENTO

QUADRO “AC” – MODIFICHE

E-605

PANEL “BLA” WIRING SCHEME - MODIFICATIONS / SCHEMI COLLEGAMENTO

QUADRO “BLA” – MODIFICHE

E-606

PANEL “BLB” WIRING SCHEME - MODIFICATIONS / SCHEMI COLLEGAMENTO

QUADRO “BLB” – MODIFICHE

E-607

PANEL “RL” WIRING SCHEME - MODIFICATIONS / SCHEMI COLLEGAMENTO

QUADRO “RL” – MODIFICHE

E-608

PANEL “TS” WIRING SCHEME – EXISTING CONDITIONS / SCHEMI COLLEGAMENTO

QUADRO “TS” – STATO DI FATTO

E-609

PANEL “TS” WIRING SCHEME – NEW CONDITIONS / SCHEMI COLLEGAMENTO

QUADRO “TS” – STATO DI PROGETTO

FINAL (100% design) AC1 Page 15

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

None.

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

• 04200/R MASONRY

• 09212/R EXTERIOR STUCCO

• 09250/R GYPSUM AND CEMENT BOARD

• 09900/R PAINTS AND COATINGS

• 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

• 15601/R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

• 15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

• 15810/R DUCTWORK AND DUCTWORK ACCESSORIES

• 15950/R HVAC TESTING/ADJUSTING/BALANCING

AC1 - 26. ADDITIONAL NORMS AND STANDARDS

Furthermore, the works included in this project shall be in accordance, when applicable norms like Aviano Design Guide 2011 Revision, NFPA, ASTM, UL, HANDBOOKS, Norms and Standards, whose manuals and regulations are available for review at the Contracting Officer.

AC1 - 27. FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS

1. Once issued NTP, Contractor is required to contact CEAOR (0434-305691) and schedule a meeting to fill Form DD1354 with appropriate project data for real property capitalization (blank DD1354 and category codes list CATCODE_LIST_2010 are available at 31CES/CENM office during duty hours).

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 and shall conform to D.Lgs- 17/2010, with "C.E." Mark; and three copies of relevant certificates shall be furnished to the Contracting Officer for each item of equipment installed. Furthermore, the electric equipment shall be in compliance with the Legislative Decree No. 81/2008 and subsequent modifications which apply the Directive 2014/35/EU (D.lgs. n.86 19/05/2016) and 2014/30/EU.

Electrical tests and installation shall comply with Low 37/08 and CEI 64/8 Norm.

3. Contractor is required to perform F/A systems testing in accordance with CEF close out check list;

FINAL (100% design) AC1 Page 16

4. 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.

- 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.

FINAL (100% design) Page 17

SCHEDULE OF MATERIAL SUBMITTALS

FINAL (100% design) SCHEDULE OF MATERIAL SUBMITTAL Page 18

PROJECT NUMBER

ASHE 18-1018

PROJECT TITLE

REPAIR HVAC BLDG 1442 Area F Aviano AB

SOLICITATION CONTRACT NUMBER

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

NUMBER OF COPIES REQUIRED

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NOTIFIED REMARKS

APPROVED DIS-

APPROVED

PART II a

ARCHITECTURAL WORK

Material Safety Data Sheets (MSDS)

1 Steel fence Part IIa Item 1

3 3 3 3 30

PART II b

STRUCTURAL WORK

Material Safety Data Sheets (MSDS)

1 C28/35 Concrete Part IIb Item 7

3 3 1 30

PART III – MECHANICAL WORKS

Material Safety Data Sheets (MSDS)

Chiller – CH-1 Part IIIa Item 1

3 3 3 3 3 3 30

Chiller – CH-2 Part IIIa Item 1

3 3 3 3 3 3 30

FINAL (100% design) SCHEDULE OF MATERIAL SUBMITTAL Page 19

PROJECT NUMBER

ASHE 18-1018

PROJECT TITLE

REPAIR HVAC BLDG 1442 Area F Aviano AB

SOLICITATION CONTRACT NUMBER

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

NUMBER OF COPIES REQUIRED

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Steel piping and fittings Part IIIa Items 2

3 3 3 3 3 3 30

Valves Part IIIa Items 2

3 3 3 3 3 3 30

Pumps Part IIIa Items 3

3 3 3 3 3 3 30

CRACU-1/2

Part IIIa Items 4

3 3 3 3 3 3 30

CRACU-3/4

Part IIIa Items 5

3 3 3 3 3 3 30

CRACU-5/6

Part IIIa Items 6

3 3 3 3 3 3 30

Liquid / gas refrigerant copper pipes Part IIIa Item 7

3 3 3 3 3 3 30

Pipe insulation Part IIIa Item 7

3 3 3 30

Pipe aluminum jacket or equivalent Part IIIa Item 7

3 3 30

Sheet metal duct Part IIIa Item 8

3 3 3 3 3 30

Sheet metal duct insulation Part IIIa Item 9

3 3 3 3 3 30

Air outlets Part IIIa Item 10

FINAL (100% design) SCHEDULE OF MATERIAL SUBMITTAL Page 20

PROJECT NUMBER

ASHE 18-1018

PROJECT TITLE

REPAIR HVAC BLDG 1442 Area F Aviano AB

SOLICITATION CONTRACT NUMBER

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

NUMBER OF COPIES REQUIRED

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Air volume damper Part IIIa Item 11

3 3 3 3 3 3 30

DDC update Part IIIa Item 12

3 3 3 3

Seismic bracing and support Part IIIa Items 7, 8

3 3 3 3 3 3 3 30

Exhaust fan EF-1 Part IIIa Item 13

3 3 3 3 3 3 30

Split system AC/CU Part IIIa Item 14

3 3 3 3 3 3 30

TAB AGENDA

Part IIIa Item 15

3 3 30

TAB REPORT

Part IIIa Item 15

3 3 30

PART IV – ELECTRICAL WORKS

Material Safety Data Sheets (MSDS)

1 Circuit breakers Part IVa Items 1, 5

3 3 3 3 3 30

2 Electrical Cables Part IVa Items 2, 3, 6, 7, 8, 9

3 3 3 3 3 30

FINAL (100% design) SCHEDULE OF MATERIAL SUBMITTAL Page 21

PROJECT NUMBER

ASHE 18-1018

PROJECT TITLE

REPAIR HVAC BLDG 1442 Area F Aviano AB

SOLICITATION CONTRACT NUMBER

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

NUMBER OF COPIES REQUIRED

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3 Disconnect switch Part IVa Items 4, 7

3 3 3 3 3 303 3 3 3 30

4 Electrical distribution system Part IVa Items 2, 3, 4, 6, 7, 8, 9

5 Electrical system tests Part IVa Item 10

3 3 30

6 Fire alarm tests Part IVd Item 1, 2

3 3 30

ADDITIONAL ITEM

1 Pumps Additional Item 4

3 3 3 3 3 3 30

2 DDC system Additional Item 5

3 3 3 3 3 3 30

3 Spilt system Additional Item 6

3 3 3 3 3 3 30

4 Circuit breakers Additional Item 7

3 3 3 3 3 3 30

5 Inverter Additional Item 8

FINAL (100% design) SCHEDULE OF MATERIAL SUBMITTAL Page 22

REPAIR HVAC SYSTEM FAC.1442 ASHE18-1018

FINAL (100% design) Page 23

REVISED AND ADDITIONAL SPECIFICATIONS

FINAL (100% design) INDEX Page 24

REVISED SPECIFICATIONS INDEX

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 02220/R SITE DEMOLITION

SECTION 02315/R EXCAVATION AND FILL

SECTION 04200/R MASONRY

SECTION 09212/R EXTERIOR STUCCO

SECTION 09900/R PAINTS AND COATINGS

SECTION 15050/R BASIC MECHANICAL MATERIALS AND METHODS

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

SECTION 15080/R INSULATION FOR MECHANICAL SYSTEMS

SECTION 15181/R CHILLED WATER AND HOT WATER PIPING

SECTION 15400/R PLUMBING

SECTION 15601/R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

SECTION 15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

SECTION 15810/R DUCTWORK AND DUCTWORK ACCESSORIES

SECTION 15950/R HVAC TESTING/ADJUSTING/BALANCING

FINAL (100% design) SECTION 01100/R Page 25

SECTION 01100/R

GENERAL CONDITIONS

PART 1 – APPLICABLE NORMS

Paragraph 1.1:

Delete:

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

Add:

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

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

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

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

Paragraph 1.2.2

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

Paragraph 1.2.3

a. Certificate of compliance for electrical systems in accordance with

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

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

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

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

-- End of Section --

FINAL (100% design) SECTION 01101/R Page 26

SECTION 01101/R

PROJECT SIGN

PART 1 - PROJECT SIGN

1.1 Scope

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

PART 2 - GENERAL

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

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

The sign shall contain the following information in English:

a. Project No.

b. Project description

c. Constructed under Supervision of Base Civil Engineering

d. Contracted by 31st Contracting Squadron

e. Contractor

f. Design Engineer

g. Inspector

h. Contract Management: 31 CONS Construction Flight

i. ERP Coordinates

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

FINAL (100% design) SECTION 01101/R Page 27

-- End of Section –-

REPAIR HVAC SYSTEM

FAC. 1442

ENGINEERING TOOLS Srl

FINAL (100% design) SECTION 02220/R Page 28

SECTION 02220/R

SITE DEMOLITION

PART 1 - GENERAL

U.S. DEPARTMENT OF DEFENSE (DoD)

DOD-FGS-Italy (2012) Environmental Final Governing

Standards for Italy

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA n.241 (2013) Standard for Safeguarding

Construction, Alterations, and Demolition

Operations

Paragraph 1.1.2: Safety at Work Places:

Law Decree 14 August 1996 “Construction Site Regulations”, Supplements and Amendments.

D.Lgs. 09 Apr 2008, n.81 Unified Text, Safety Regulations; realization of Article 1 of the Law 03 Aug 2007, n. 123, in the area of safeguarding the health and safety on the work place

Paragraph 1.1.3: Trash Disposal:

Law Decree 15 November 1993.

Law Decree 5 February 1997 No. 22 (Decreto Ronchi).

Law Decree 8 November 1997 No. 389.

Decree 1 April 1998 No. 145.

Decree 28 April 1998 No.406, Environmental Department.

Decree 24 June 1998 No. 261.

D.M. 28 Apr 1998, n.406 Rules for implementation of the European Union directive, on the regulation of the National

Register of companies carring out the management of waste

Circular 04 Aug 1998, n.GAB/DEC/812/98

Compilation of waste loading and unloading register and transport forms

D.M. 13 Mar 2003 Waste acceptance criteria in landfills

D.M. 03 Ago 2005 Definition of the criteria to waste acceptance in landfills

FINAL (100% design) SECTION 02220/R Page 29

D.Lgs. 03 Apr 2006, n.152 Environmental standards

D.M. 05 Apr 2006, n. 186 Regulation amending the D.M. 05 Feb 1998 colled

“Identification of the non-hazardous waste subject to the simplified recovery procedures, in compliance to D.Leg. 05 Feb 1997, n,22, para

31 and 33”

D.Lgs. 16 Jan 2008, n.4 Additional and corrective provisions to D.Lgs.

03 Apr 2006, n.152, laying down environmental standards

D.Lgs. 03 Dic 2010, n. 205 Regulation amending the Directive 2008/98/CE of the European Parliament and of the European

Council on waste, dated 19 Nov 2008

REGIONAL NORMS AND LAWS

Regional Law Implementation of the national laws dated 03.09.1996, No. 039 concerning the discontinuance of the use of the asbestos.

Regional Law Directions concerning environment, dated 09.11.1998, No. 013 territory, economic and productive activities, health and social care, education and culture, state employment, state real property, regional financial companies, intervention on support of the Middle Europe Enterprise, treatment of personal data, and reconstruction of devastated by earthquake areas.

Regional Law Directions concerning surveillance, dated 12.09.2001, No. 022 prevention, and information of situation with asbestos danger and correlated regional interventions.

Regional Law 20 Oct 2017, n.34 Comprehensive rules for waste management and circular economy

FINAL (100% design) SECTION 02315/R Page 30

SECTION 02315/R

EXCAVATION AND FILL

Paragraph 1.1: APPLICABLE PUBLICATIONS

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) PUBLICATIONS

D 1556-00 Standard Test Method for Density and Unit

Weight of Soil in Place by the Sand Cone Method.

D 1557- 02 e1 Standard Test Methods for Laboratory Compaction

Characteristics of Soil Using Modified Effort

(56,000 ft-lbf/ft3(2,700 kN-m/m3).

D 2922- 01 Standard Test Methods for Density of Soil and

Soil Aggregates in Place by Nuclear Methods

(Shallow Depth).

D 2487- 00 Standard Classification of Soils for

Engineering Purposes (Unified Soil

Classification System).

ITALIAN LAWS

Legislative Decree No. 494 (14 August 1996) Implementation of the instruction 92/57/CEE concerning the minimum safety and health requirements to be accomplished in temporary or mobile work sites.

ITALIAN LAWS

D.Lgs. 03 Apr 2006, n.152 Environmental standards

D.Lgs. 09 Apr 2008, n.81 Unified Text, Safety Regulations; realization of Article 1 of the Law 03 Aug 2007, n. 123, in the area of safeguarding the health and safety on the work place

D.P.R. 13 Jun 2017, n.120 Regulation of the simplified technical norms for excavated earthen materials (soil and rock) in compliance with D.L. 12 Sep 2014, n.133, para 8, converted with amendments by Law n.164 of 11 Nov 2014

ITALIAN / EUROPEAN HARMONIZATION STANDARDS (EN, UNI EN)

UNI EN 933-8 (2015) Tests for geometrical properties of aggregates - Part 8: Assessment of fines - Sand equivalent test

EN ISO 14688-1 (2018) Geotechnical investigation and testing

- Identification and classification of soil -

Part 1: Identification and description

FINAL (100% design) SECTION 02315/R Page 31

EN ISO 14688-2 (2018) Geotechnical investigation and testing

- Identification and classification of soil -

Part 2: Principles for a classification

Paragraph: 2.2.6 Pipe Bedding Materials

ASTM D 2487

EN ISO 14688-2

Paragraph: 3.2.5 Excavation for Roads and Parking Areas

Excavation shall consist of excavating and grading for parking areas;

excavating the top 40 centimeters of surface soil and additional unsuitable material, regardless of character, from the subgrade; and disposing of all excavated materials, as specified and in conformity with the lines, grades, cross sections, and dimensions shown on the drawings, and to replace unsatisfactory materials from other excavation or grading operations.

Paragraph: 3.3.5 Subgrade Preparation for Roadways and Parking

After the grading is substantially complete, and immediately in advance of depositing the surfacing material, the subgrade shall be brought to the proper lines, grades, and cross sections as indicated and in accordance with these specifications. All depressions and ruts shall be removed by blading and dragging so as to secure a uniform surface. The entire subgrade shall be brought to a firm, unyielding surface, true to line, grade and cross section, by rolling with an approved power roller, weighing not less than 9500 kilograms, until thoroughly compacted. This operation shall include any reshaping and wetting required to obtain proper compaction. All soft, spongy, or yielding spots shall be entirely removed and the space refilled with suitable material and thoroughly compacted. The top of the subgrade shall be of such smoothness that when tested with a 5 meters straightedge it shall not show any deviation greater than 12 millimeters.

Subgrade compaction shall be extended onto the shoulders for a distance of at least 30 centimeters beyond the edges of the base course or pavement. The subgrade shall be maintained in the finished condition until the first course of surfacing has been placed.

FINAL (100% design) SECTION 04200/R Page 32

SECTION 04200/R

MASONRY

Ministerial Decree (20 November 1987) Technical Norms for

Masonry Buildings Design and Test.

Ministerial Decree (9 January 1996) Technical Norms for

Construction of Cast-in-Place and Pre-stressed Reinforced Concrete and For Steel

Structures.

D.M. 16 Feb 2007 Classification of fire resistance of construction products and elements of construction works

D.M. 17 Jan 2018 Technical standards for construction update

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. Weldable Ribbed Reinforcing Steel

B500. Technical Delivery Conditions for

Bars, Coils and Welded Fabric.

ITALIAN / EUROPEAN HARMONIZATION STANDARDS (EN, UNI EN, ISO)

UNI EN 196-1 (2016) Methods of testing cement - Part 1:

Determination of strength

UNI EN 196-2 (2013) Method of testing cement - Part 2:

Chemical analysis of cement

UNI EN 196-3 (2017) Methods of testing cement - Part 3:

Determination of setting times and soundness

UNI EN 196-4 (2008) Methods of testing cement - Part 4:

Quantitative determination of constituents

UNI EN 196-5 (2011) Methods of testing cement - Part 5:

Pozzolanicity test for pozzolanic cement

FINAL (100% design) SECTION 04200/R Page 33

UNI EN 196-6 (2010) Methods of testing cement - Part 6:

Determination of fineness

UNI EN 196-7 (2010) Methods of testing cement - Part 7:

Methods of taking and preparing samples of cement

UNI EN 206 (2016) Concrete - Specification, performance, production and conformity

UNI EN 413 (2011) Masonry cement - Part 1: Composition, specifications and conformity criteria

UNI EN 459-1 (2015) Building lime - Part 1: Definitions, UNI EN 459-2 (2010) Building lime - Part 2: Test methods

UNI EN 771-1 (2015) Specification for masonry units -

Part 1: Clay masonry units

UNI EN 932-1 (1998) Tests for general properties of aggregates - Part 1: Methods for sampling

UNI EN 932-3 (2004) Tests for general properties of aggregates - Part 3: Procedure and terminology for simplified petrographic

UNI EN 1996-1-1 (2013) Eurocode 6 - Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures

UNI EN 10080 (2005) Steel for the reinforcement of concrete - Weldable reinforcing steel –

General

UNI EN 10143 (2006) Continuously hot-dip coated steel sheet and strip - Tolerances on dimensions and shape

UNI EN 10218-1 (2012) Steel wire and wire products -

General - Part 1: Test methods

UNI EN 10218-2 (2012) Steel wire and wire products -

General - Part 2: Wire dimensions and tolerances

UNI EN 10346 (2015) Continuously hot-dip coated steel flat products for cold forming - Technical delivery conditions

UNI EN 12350-2 (2009) Testing fresh concrete - Part 2:

Slump-test

Paragraph 2.1.1:

Delete “UNI 8942-1, UNI 8942-2, UNI 8942-3 and other specified standards” and replace with UNI EN 771-1.

FINAL (100% design) SECTION 04200/R Page 34

Paragraph 2.1.1.1:

Delete “UNI 8942 and UNI 8942-2” and replace with UNI EN 771-1.

Paragraph 2.8.4:

Ministerial Decree 9 Jan. 1996, FeB 44K.

“D.M. 17 Jan. 2018”, B450C.

FINAL (100% design) SECTION 09212/R Page 35

SECTION 09212/R

EXTERIOR STUCCO

Paragraph 1.1 Applicable publications:

UNI ENV 413-1 (1994) Masonry Cement - Part 1:

Specification.

UNI EN 459-1 (2002) Building Lime - Part 1: Definitions, Specifications and Conformity Criteria.

UNI EN 459-2 (2002) Building Lime - Part 2: Test Methods.

UNI EN 932-1 (1998) Tests for General Properties of

Aggregates - Part 1: Methods for Sampling.

UNI EN 932-3 (1998) Tests of General Properties of

Aggregates - Part 3: Procedure and

Terminology for Simplified Petrographic

Description.

ITALIAN / EUROPEAN…