ASHE_18-1039_Tech_Specs_R.pdf

PROJECT ASHE 18-1039

RENOVATE BLDG.7300 FOR 56TH SQUADRON

AREA F - AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

REVISED

FINAL SUBMITTAL (100%)

ASHE 18-1039 REV1 1

Date: March 2018

A/E CONTRACT No.: FA5682-17-D-0002 FA5682-17-F-0036

ASHE 18-1039 REV1 2

PROJECT ASHE 18-1040

RENOVATE HANGAR 3, BLDG. 933 FOR HMU

AREA F - AVIANO AB, ITALY

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

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

ITALIAN NORMS.

Date: March 2018

Architectural and Civil

Arch. M. Cantagallo

Ordine degli Architetti della Provincia di Frosinone

No.338

Mechanical Systems:

Ing. Pierluigi Chiarello Ordine degli Ingegneri della Provincia di Roma

No.24166, sez. A

Electrical Systems:

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

No.36957, sez. A

ASHE 18-1039 REV1 3

INDEX

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 1-13

AF FORM 66 - SCHEDULE OF MATERIAL SUBMITTALS 14-18

REVISED MASTER SPECIFICATIONS 19-56

SCHEDULE OF WORK ITEMS 57-90

ASHE 18-1039 REV1 4

ASHE 18-1039 REV1 5

SECTION AC1

SCOPE OF PROJECT AND APPLICABLE CONDITIONS

AC1-01 SCOPE OF PROJECT: The Scope of this project is “RENOVATE BLDG

7300 FOR 56TH SQUADRON, AREA F, AVIANO AIR BASE, ITALY”.

General: Building No. 7300 is a one storey facility located in Area "F" of the Aviano Air Base and shall be used by the 56th and 57th Squadrons. It’s a recent new construction, based on a 2011 project, originally designed as the Air Support Operation Squadron (ASOS) Facility for the US Navy. The following information are extracted from the original project documents.

The facility has a “L” shape which dimensions are approximately 90.00 meters x 65.00 meters; the total covered building surface area is approx.

2,600.00 square meters. The facility has a reinforced concrete structure with concrete/hollow clay slabs. The facility has a sloped roof covered with clay roof tiles. The external exit doors are provided with panic bar.

Storm water is collected by downspouts and disposed to storm drainage system.

The exterior face of perimeter walls are plastered quartz resin painted finished and aluminum windows. Interior flooring are in ceramic floor tiles and industrial concrete, partitions are soundproof painted gypsum board, the suspended ceiling consists of mineral fiber panels and gypsum board, doors are steel and wood with plastic laminate. It includes offices and a large maintenance bay, in the external area are located an exterior wash rack, the field equipment storage area and two small support facility: the fire pump room and the hazmat containment storage.

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

Scope of Work: The scope of this work is to meet 56th RQS Squadron and 57th Squadron mission requirements, providing minor interior modifications to Building 7300 to support operations at Aviano AB. Specifically the RQS needs an Intel/Weapons and Tactics vault for mission planning and tasking preparation cleared to “SECRET” level and a chemical/abrasion floor protective coating in the maintenance area to store AFE equipment and other minor repairs and modifications. This project shall provide a facility with adequate security access measures such as a control access system at all external doors and at some rooms internal doors in compliance with the user’s needs. Also part of the scope of the project is to install a new backup generator with its pad and enclosure, install in room 018 a new BAUER air compressor furnished by the Government, install six new vehicle lifts furnished by the Government, one inside the maintenance bay and five outside under the external vehicle overhang, install two new pedestrian access gates and one new vehicular sliding access gate in the existing security fence. The additional work request by the users dated December 29, 2017 to improve the ventilation in men’s and women’s bathrooms will be evaluated by the designers with an additional site investigation to verify if the current ventilation system is working properly.

Scope of work includes the upgrading of all the utilities (Electric/Fire Alarm/HVAC/Communication) as necessary for the new layout of renovated areas.

ASHE 18-1039 REV1 6

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

a. Civil Works

Demolition and Removals:

- Cut and removal of existing asphalt pavement

- Soil excavation for new generator pad foundations

- Trench excavation for the installation of a new electrical cable duct from new backup generator to the existing electrical room

- Cut and removal of existing security metal fence including foundations excavations for new pedestrian access gate

- Cut and removal of existing security metal fence including foundations excavations for new vehicular access gate

New Works:

Construction of a new reinforced concrete pad to host the new backup generator

Provision and installation of new security metal fence around new generator pad including double leaf swing opening metal gate and reinforced concrete foundations

Backfill and asphalt pavement restoration after the installation of new electrical cable duct from new backup generator to the existing electrical room

Provision and installation of two new pedestrian access metal gates including reinforced concrete foundations

Provision and installation of one new vehicular access sliding metal gate including reinforced concrete foundations

Provision and installation of reinforced concrete foundation plinths for five new vehicle electric lifts to be installed outside under the Vehicle Overhang as indicated on the drawings

Installation of no. 6 new vehicle electric lifts, one to be installed inside the Vehicle Maintenance Bay and five outside under the Vehicle Overhang as indicated on the drawings

b. Architectural Works

Demolition and Removals:

- Removal of interior doors including frame and all accessories where indicated on the drawings;

- Removal of mineral fiber panels only where indicated on the drawings.

The existing metal frame and fixtures shall be left in place. All removed panels shall be saved and stored to be reinstalled after systems upgrade works;

ASHE 18-1039 REV1 7

- Removal of entire mineral fiber panels suspended ceilings where indicated on the drawings. All existing fixtures shall be saved and stored to be reinstalled after systems upgrade works;

- Removal of ventilation metal ducts where indicated on the drawings;

- Disassembly of existing interior door including frame and all accessories to be modified and reinstalled where indicated on the drawings;

- Removal of exterior windows including frame and all accessories where indicated on the drawings;

- Cut and removal of portion of existing gypsum board partition walls to provide openings for new door and for new passageway;

- Demolition of existing gypsum board partitions as necessary for the new layout of renovated areas where indicated on the drawings;

- Removal of existing folding partition wall in room 046;

- Removal of existing metal grate including perimeter profile as indicated on the drawing.

- Preparation of existing concrete flooring to receive protective coating;

New Works:

- Block-up of existing interior doors opening as indicated on the

- Construction of new soundproof gypsum board partition for new layout of renovated areas as indicated on the drawings;

- Provision and installation of new interior doors complete with frames and hardware.

- Provision and installation of new floor metal cover plate at new door opening.

- Provision and installation of new keypad/badge reader electronic system on existing doors to control access in rooms no. 050, 056, 053, 035, and 061 and 004.

- Provision and installation of keyless mechanical lockset to all exterior access doors and some interior doors as indicated on the drawings.

- Provision and installation of new mineral fiber panels suspended ceiling, complete with galvanized factory painted steel supporting frame.

- Reinstallation of 60x60cm suspended ceiling panels previously removed to allow systems upgrading. It is estimated that 30% of the existing panels shall be replaced because damaged

ASHE 18-1039 REV1 8

- Painting of renovated spaces new and existing interior walls surfaces with one coat of primer and two coats of latex paint, including scraping of existing paint, and sandpapering.

- Provision of epoxy resin paint on maintenance bay cement floor surface and other annexes spaces cement floor areas, as indicated on drawings, to provide anti-static and chemical/abrasions free pavement to meet Class 4 explosive requirements, as per AFMAN 32-1084 AND 91- 201.

- Block-up of existing exterior windows opening as indicated on the

- Reinstallation of existing modified interior door rotated to swing outside including frame and all accessories where indicated on the

c. Mechanical Work

Demolitions and Removals

− Removal of existing fresh/exhaust ductwork, supply/return diffusers, grilles and fittings as shown in the design drawings.

− Removal of existing exhaust gas system ductwork, brackets, fittings and exhaust fan as shown in design drawings.

− Removal of existing air compressed pipe and fittings as shown in design drawings.

− Removal of existing emergency eyewash/shower, pipe, backflow preventer and fittings as represented in design drawings.

New works - HVAC System

− Hot and chilled water distribution system upgrade to feed new HVAC terminal unit in classified space (connection to existing hot/chilled water production system).

− New HVAC pipework for new fan-coils and ERU coil including pipes, thermal insulation and support.

− Furnishing and installation of two-pipe vertical cabinet fan-coil unit 3-speed fan motor.

− Provide fan coil control system, valves and fittings including bus and central controller connections.

− Provide upgrade and adjustment of HVAC control system BMS.

− Furnishing and installation of new energy recovery ventilation silent unit ERU-1 for indoor installation, ERP18 compliance, EUROVENT certification.

− Furnishing and installation of air ducts from ventilation unit ERU-1 including fittings and accessories

− Furnishing and installation of a new PVC condensate drain pipe, including pipes and support as indicated in drawings.

− Provide mitigation of vulnerability in mechanical utility penetrating the wall of classified area.

− Testing and balancing of HVAC systems.

New works - Plumbing system

ASHE 18-1039 REV1 9

− Installation of compressed air equipment and fittings provided by Government (Scuba Diving System). The works and final certification of the system shall be provided by technicians of the manufacturer of the equipment supplied by the government and includes all work for system operation and certification.

− Furnishing and installation of new air compressed copper piping and fittings for scuba air compressed station.

− Connection of new condensate drain pipe pipework to existing storm water system of the building.

New works - Sprinkler system

− Sprinkler heads adjustment in accordance with the new room layout and ducts interferences.

− Provide mitigation of vulnerability in pipe penetrating the wall of classified area.

− Test and certification of fire suppression systems modification

d. Electrical Work

Demolitions and Removals

− Removal and storage of electrical outlets, Telecomm outlets, and earth bar, and loading and transportation to authorized public dump area of all materials not to be reused, as indicated on the project drawings.

New Works

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

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

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

− Furnishing and installation of new Power generator.

− Furnishing and installation of new load bank.

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

− At the end of the electrical works, the entire system shall be tested in accordance with the CEI 64/8 and UNI 9795 and the “Dichiarazione di Conformità” in accordance with the Decree No. 37/08 shall be provided.

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

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

07214 BOARD INSULATION

08210 WOOD DOORS

15050 BASIC MECHANICAL MATERIALS AND METHODS

15080 INSULATION FOR MECHANICAL EQUIPMENT

15810 DUCTWORK AND DUCTWORK ACCESSORIES

15901 SPACE TEMPERATURE CONTROL SYSTEM

ASHE 18-1039 REV1 10

15950 HVAC TESTING/ADJUSTING/BALANCING

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

AC1-03 SUBMITTAL OF MATERIALS: In accordance with Paragraph 2.5 of the technical specification No. 01100/R, entitled “GENERAL CONDITIONS” of the Master Specifications, the materials listed in AF Form 66 shall be submitted as required by the time schedule indicated, for the approval by the Contracting Officer’s Technical Representative.

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

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

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

Bilingual signs, "VIETATO L'INGRESSO - LAVORI IN CORSO / WORK AREA - NO ENTRY" shall be placed at the work area entry and along each side of the fencing. Fence type, height, and screening color should also be specified by the Base Civil Engineering (BCE). Fencing shall be completely secured at top and bottom to prevent access. Fences shall be screened with opaque screening material to prevent visibility inside the fenced area. Fences and screens shall be adequately staked and/or anchored to prevent blowing over during high wind conditions. Contractor shall not start installation of area screening until approved, in writing, by BCE. Contractor shall submit photos or samples of the screening material for approval by BCE.

The Contractor shall replace or repair in a timely manner, as determined by BCE, all fences and screening sections that have damage or develop unsightly rips or holes. At the end of the work or when exterior work requires it, temporary fencing shall be removed.

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

AC1-05 PROJECT SIGN: The Contractor shall furnish a project sign on site in accordance with Section 01101/R. The sign shall be made of a durable material and maintained in good condition. Lettering is to be white gloss, exterior-type enamel. The sign and posts shall be given one prime coat and two finish coats of dark brown gloss exterior enamel paint. The sign shall be erected at the designated location and shall be maintained in good condition by the Contractor until completion of the contract. The sign shall remain the property of the Contractor and shall be removed from the site upon final inspection and acceptance of the facility. Contractor identification and logo shall be allowed only on this sign and nowhere else on the exterior of the job site, with the exception of company vehicles.

There should be no signs for the purpose of advertising anywhere on the site. Contractors shall submit sign proposal to CE for approval.

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

BCE diagramming their construction site and all material storage areas in locations separate from a construction site. The Contractor shall submit this plan 14 calendar days prior to the start of construction. Material mobilization and construction execution 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.

ASHE 18-1039 REV1 11

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

EM 385-1-1.

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

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

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

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

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

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

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

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

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

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

ASHE 18-1039 REV1 12

branches with a clean cut and paint the cut with a tree-pruning compound.

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

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

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

b. Building Location: building 7300 is located in area F and doesn’t require special access procedures, anyway Contractor shall strictly comply with the Contracting Officer’s instructions. The government will not be held liable for unproductive time and other related costs due to delays in access/exit to/from restricted areas or unannounced and immediate suspension of work due to military operations and/or exercises or safety reasons. The government will only negotiate an equitable extension of the performance period based on documented delays and unannounced suspensions of work.

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

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

d. Material Storage: Storage containers will be in like new condition, and painted a color which coordinates with the base architectural plan and is approved by BCE, if it is not hidden by the opaque fencing material. Contractor shall display a nameplate on the exterior of all storage units with the name of the Contractor’s company, the Contractor’s point(s) of contact (POC) and telephone number where they can be reached. Storage of materials at the work site is at the Contractor’s risk. The use of private security guards on a job site shall be coordinated with base Security Forces and approved by the installation commander.

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

e. Loading and Unloading of Construction Materials and Equipment:

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

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

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

unless such operations will obstruct traffic flow.

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

ASHE 18-1039 REV1 13

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

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

AC1-11 AIRFIELD SAFETY TRAINING: Not Applicable

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

The Contractor shall park all vehicles, including heavy equipment vehicles, only in unobtrusive locations within the fence line of the construction site or laydown areas. Every effort must be made to avoid parking vehicles or heavy equipment where it can be easily observed by the public.

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

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

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

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

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

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

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

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

ASHE 18-1039 REV1 14

long periods of time. Dust control measures are the responsibility of the Contractor and shall be implemented as directed by BCE. All road cuts must be approved by BCE prior to execution.

AC1-17 LAWN MAINTENANCE: If applicable, grassy areas disturbed by any type of construction work including storage, equipment staging, and material delivery areas shall be sodded, or hydro-seeded, where required by BCE. Sodding, or seeding, damaged areas should be accomplished at the earliest planting season possible. Contractor shall be responsible for the successful growth and maintenance of all sodded, or seeded, areas under this contract for a period of thirty (30) days or three mowing after final acceptance of the work. All grass, shrubbery, and ornamental plants fenced by the construction site shall be maintained to base standards by the Contractor.

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

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

BCE.

AC1-19 CONSTRUCTION SITE RESTORATION: All Contractor owned items such as, but not limited to, stakes, traffic/safety cones, barriers, warning tape, erosion control fences, that are erected during construction, shall be removed entirely after completion of project and within five (5) days of Government acceptance of the project site. The Contractor, at his own expense, shall return to the site to remove any items left at or near the project site after this time period. All trailers, equipment/storage units, residual construction materials shall be removed also within five

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

AC1-20 PROCEDURES AND WORK PHASES: Prior to starting any work the

Contractor shall submit a Work Plan for approval by the Contracting Officer and user, in order to avoid interferences with user activities.

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.

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

DRAWING # SHEET # DESCRIPTION

GENERAL

1 of 53 T-1 PROJECT TITLE SHEET AND MAPS 2 of 53 T-2 LIST OF DRAWINGS & LEGENDS

CIVIL

3 of 53 C-1 EXISTING CONDITION – SITE PLAN 4 of 53 C-2 NEW CONDITION – SITE PLAN 5 of 53 C-3 NEW CONDITION – DETAILS 6 of 53 C-4 NEW CONDITION – DETAILS

ARCHITECTURAL

7 of 53 A-1 EXISTING CONDITION – FLOOR PLAN 8 of 53 A-2 EXISTING CONDITION – ENLARGED PLANS AND SECTIONS R 9 of 53 A-3 EXISTING CONDITION – ENLARGED PLANS AND SECTIONS 10 of 53 A-4 EXISTING CONDITION – SUSPENDED CEILING PLAN R 11 of 53 A-5 EXISTING CONDITION – SUSPENDED CEILING PLAN 12 of 53 A-6 EXISTING CONDITION – ELEVATIONS AND SECTIONS 13 of 53 A-7 NEW CONDITION – FLOOR PLAN R 14 of 53 A-8 NEW CONDITION - ENLARGED PLANS AND SECTIONS R 15 of 53 A-9 NEW CONDITION - ENLARGED PLANS AND SECTIONS 16 of 53 A-10 NEW CONDITION - SUSPENDED CEILING PLAN R 17 of 53 A-11 NEW CONDITION - SUSPENDED CEILING PLAN 18 of 53 A-12 NEW CONDITION - ELEVATIONS AND SECTIONS R 19 of 53 A-13 NEW CONDITION – VEHICLE OVERHANG 20 of 53 A-14 NEW CONDITION – WALLS AND DOORS SCHEDULES 21 of 53 A-15 NEW CONDITION – VEHICLE INSPECTION PIT DETAILS

MECHANICAL

22 of 53 M-1 EXISTING CONDITIONS - MECHANICAL SYSTEMS PLAN 23 of 53 M-2 NEW CONDITIONS – HVAC DUCTWORK PLAN 24 of 53 M-3 NEW CONDITIONS – MECHANICAL SYSTEMS PLAN 25 of 53 M-4 NEW CONDITIONS - MECHANICAL SYSTEMS SCHEDULES

ELECTRICAL

26 of 53 E-1 ELECTRICAL SYSTEM LEGEND 27 of 53 E-2 EXISTING AND NEW CONDITION - SITE PLAN 28 of 53 E-3 EXISTING CONDITION – POWER SYSTEM PLANS 29 of 53 E-4 EXISTING CONDITION - LIGHTING SYSTEM PLANS 30 of 53 E-5 EXISTING CONDITION - TELECOMM SYSTEM PLANS 31 of 53 E-6 EXISTING CONDITION – FIRE ALARM PLANS 32 of 53 E-7 EXISTING CONDITION – VEHICLE OVERHANG POWER SYSTEM PLAN 33 of 53 E-8 EXISTING CONDITION – MDB PANEL SCHEMATIC DIAGRAM 34 of 53 E-9 EXISTING CONDITION – DB1 PANEL SCHEMATIC DIAGRAM 1/2 35 of 53 E-10 EXISTING CONDITION – DB1 PANEL SCHEMATIC DIAGRAM 2/2 36 of 53 E-11 EXISTING CONDITION – DB4 PANEL SCHEMATIC DIAGRAM 37 of 53 E-12 EXISTING CONDITION – DB6 PANEL SCHEMATIC DIAGRAM 38 of 53 E-13 EXISTING CONDITION – DB7 PANEL SCHEMATIC DIAGRAM 39 of 53 E-14 EXISTING CONDITION – DB8 PANEL SCHEMATIC DIAGRAM 40 of 53 E-15 EXISTING CONDITION – DB9 PANEL SCHEMATIC DIAGRAM 41 of 53 E-16 EXISTING CONDITION – DB11 PANEL SCHEMATIC DIAGRAM

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42 of 53 E-17 NEW CONDITION – GENERAL FLOOR PLANS 43 of 53 E-18 NEW CONDITION – POWER SYSTEM PLAN 44 of 53 E-19 NEW CONDITION – POWER SYSTEM PLAN FOR MECH EQUIPMENT 45 of 53 E-20 NEW CONDITION – LIGHTING SYSTEM PLAN 46 of 53 E-21 NEW CONDITION – TELECOMM SYSTEM PLAN 47 of 53 E-22 NEW CONDITION – VEHICLE OVERHANG POWER SYSTEM PLAN 48 of 53 E-23 NEW CONDITION – MDB PANEL SCHEMATIC DIAGRAM 49 of 53 E-24 NEW CONDITION – DB6 PANEL SCHEMATIC DIAGRAM 50 of 53 E-25 NEW CONDITION – DB7 PANEL SCHEMATIC DIAGRAM 51 of 53 E-26 NEW CONDITION – DB8 PANEL SCHEMATIC DIAGRAM 52 of 53 E-27 NEW CONDITION – NEW DB8A PANEL SCHEMATIC DIAGRAM 53 of 53 E-28 NEW CONDITION – DB11 PANEL SCHEMATIC DIAGRAM

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

Specifications contained in the Master Specifications as noted in Section AC1-02 of these Technical Specifications, the following Additional Specifications shall apply to this project:

NOT APPLICABLE

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

Specifications contained in the Master Specifications as noted in Section AC1-02 of these Technical Specifications, the following Revised Master Specifications shall apply to this project

01100/R GENERAL CONDITIONS

01101/R PROJECT SIGN

03300/R CAST-IN-PLACE CONCRETE

04200/R MASONRY

05120/R STRUCTURAL STEEL

07231/R WALL INSULATION

09220/R INTERIOR PLASTER

09250/R GYPSUM AND CEMENT BOARD

09510/R ACOUSTICAL CEILING

09900/R PAINTS AND COATINGS

13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

13930/R WET PIPE FIRE SUPPRESSION SPRINKLER

15070/R MECHANICAL SOUND, VIBRATION AND SEISMIC CONTROL

15181/R CHILLED WATER AND HOT WATER PIPING

15400/R PLUMBING

15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

16050/R BASIC ELECTRICAL MATERIALS AND METHODS

16316/R SWITCHBOARDS

16402/R INTERIOR DISTRIBUTION SYSTEM

16510/R INTERIOR LIGHTING

16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

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

AC1-26 FINAL ACCEPTANCE TEST & CERTIFICATIONS:

a. Once issued NTP, Contractor is required to contact CEAOR (phone 0434-305691) and schedule a meeting to fill Form DD1354 with appropriate project data for real property capitalization (DD1354 and category codes list CATCODE_LIST_2010 are available in

ASHE 18-1039 REV1 17

engineering office during normal hour of operations). Contractor is required to provide final Form DD1354 for 31CES/CD signature before contract close out;

b. All installed new mechanical and electrical equipment shall have the required Italian Mark of Quality with "C.E." Mark and shall conform to Machine Directive 2006/42 CE dated 17 May 2006; three copies of relevant certificates shall be furnished to the Contracting Officer for each item of equipment installed.

Furthermore the electric equipment shall be in compliance with the Legislative Decree No. 81/08 and subsequent modifications which apply the Directive 93/68/CEE. Electrical tests shall comply with Low 37/08 and CEI 64/8 Norm.

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

Government with three copies of the following documents:

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

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

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

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

− Brief description of the part/piece of equipment;

− Manufacturer and model;

− Serial number or ID;

− Building-Floor-Room where the item is installed;

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

Alternatively, the Warranty Management Plan as per UFGS 01 78 00 “Closeout Submittals”, para. 1.7.1 shall be provided.

5. System Booklet (Libretto dell’Impianto) as per DPR 74/2013 to be provided after system installation/modification.

ASHE 18-1039 REV1 18

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER

ASHE 18-1039

PROJECT TITLE

RENOVATE BLDG 7300 FOR 56TH SQUADRON

SOLICITATION CONTRACT NUMBER

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

NUMBER OF COPIES REQUIRED

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ITEM OR DESCRIPTION OF ITEM,

CONTRACT REFERENCE, TYPE OF

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DATE CONTRACTOR

NOTIFIED REMARKS

APPROVED DIS-

APPROVED

PART II a

CIVIL WORK

Material Safety Data Sheets (MSDS)

1 Galvd Chain Link Fence Part IIa Item 2

3 3 3 30

2 Galvd Steel Barbed Wire Part IIa Item 2

3 3 3 30

PART II b

ARCHITECTURAL WORK

1 Gypsum Board Panels Part IIb Item 9, 10

3 3 3 30

2 Soundproof Wood Interior Door Part IIb Item 11

3 3 3 30

3 Stainless Steel Floor Cover Plate Part IIb Item 12

1 3 3 3 30

4 Automatic door closer Part IIb Item 13

3 1 3 3 3 30

5 Magnetic Seal Alarm Part IIb Item 13

3 1 3 3 3 30

ASHE 18-1039 REV1 19

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6 GSA approved Combination Lock Part IIb Item 13

3 1 3 3 3 30

7 Mechanical Cipher Lock Part IIb Item 14

3 1 3 3 3 30

8 No-Skid Epoxy Resin Part IIb Item 15

3 1 3 3 30

9 Mineral Fiber Suspended Ceiling Part IIb Item 16, 17

3 1 3 3 30

10 Concrete Masonry Units Part IIb Item 18

3 3 3 30

11 Latex Paint for Interior/Exterior Walls Part IIb Item 19

3 3 30

PART III – MECHANICAL WORKS

1 Material Safety Data Sheets (MSDS)

2 ERU-1 ventilation unit Part IIIa Item 6

3 3 3 3 3 3 30

3 Air ducts and fittings Part IIIa Items 7

3 3 3 3 30

4 Air insulation and insulation Part IIIa Items 7

3 3 3 3 30

ASHE 18-1039 REV1 20

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5 Mechanical flow regulators Part IIIa Items 7

3 3 3 3 3 30

6 Grilles and diffusers

7 Silencers

8 Fancoils Part IIIa Item 3

3 3 3 3 3 30

9 Fancoils control system Part IIIa Items 4

3 3 3 3 3 30

10 DDC control Part IIIa Items 5

3 3 3 3 3 3 30

11 Hot/chilled water piping Part IIIa Items 1,2

3 3 3 30

12 Pipe insulation Part IIIa Items 1,2,3,6

3 3 3 30

13 Pipe aluminum jacket or equivalent Part IIIa Items 1,2,3,6

3 3 3 30

14 Seismic bracing and support Part IIIa Items 2, 6, 7

3 3 3 3 3 3 3 30

15 Valves: ball, butterfly. Check, filter, joint, vent Part IIIa Item 1,2,4,6

3 3 3 30

16 Motorized Control valves Part IIIa Item 1,4,6

ASHE 18-1039 REV1 21

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17 Condensate drain piping Part IIIa Items 8

3 3 3 30

18 Dielectric,unions, foam or sealant Part IIIa Items 9

3 3 3 30

19 Scuba air compressed systems Part IIIb Items 1

3 3 3 3 3 30

20 Piping for air compressed system Part IIIb Item 2

3 3 3 3 3 30

PART IV – ELECTRICAL WORKS

1 Power Generator Part IV Item 1

3 3 3 3 3 30

2 Electrical Panel Part IV Items 2, 4, 9, 14, 15 and 16

3 3 3 3 3 30

3 Power Cables and cable ducts Part IV Items 3, 8, 10, 11, 12 and 13

3 3 3 3 3 30

4 Power Outlets Part IV Item 5 and 6

3 30

5 Electrical system tests Part IV Item 18

ASHE 18-1039 REV1 22

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6 Lighting System Part IV Items 19, 20vand 21

3 3 3 3 3 30

7 Telecomm System Part IV Items 22 and 23

3 3 3 3 3 30

8 TV System Part IV Items 24

3 30

9 Access Control System Part IV Item 17

3 1 3 3 3 30

10 Telecom. system tests Part IV Item 18

ASHE 18-1039 REV1 23

REVISED SPECIFICATIONS

ASHE 18-1039 REV1 24

SPECIFICATIONS INDEX

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 04200/R MASONRY

SECTION 07231/R WALL INSULATION

SECTION 09220/R INTERIOR PLASTER

SECTION 09250/R GYPSUM AND CEMENT BOARD

SECTION 09510/R ACOUSTICAL CEILING

SECTION 09900/R PAINTS AND COATINGS

SECTION 13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

SECTION 13930/R WET PIPE FIRE SUPPRESSION SPRINKLERS

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

SECTION 15400/R PLUMBING

SECTION 15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16316/R SWITCHBOARDS

SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS

SECTION 16510/R INTERIOR LIGHTING

SECTION 16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM . 55

ASHE 18-1039 REV1 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 --

ASHE 18-1039 REV1 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.

ASHE 18-1039 REV1 27

-- End of Section –-

ASHE 18-1039 REV1 28

SECTION 03300/R

CAST-IN-PLACE CONCRETE

Ministerial Decree dated 9 Jan 1996 Technical Norms for the Calculations, Execution and Testing of Normal and Prestressed Reinforced Concrete Structures and Metal Structures.

dated 16 Jan 1996 Technical Norms for Constructions in

Seismic Zone.

dated 14 Feb 1992 Technical Norms for the Calculations, Execution and testing of Normal and Prestressed Reinforced Concrete Structures and metal Structures.

dated 16 Jan 1996 Technical Norms for Safety Test of the

Constructions, Load, and Live Loads.

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

“Technical Norms for Constructions in Seismic Zones” dated 16 Jan 1996”.

National Research Council (CNR-UNI)Publication No.

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

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

Criteria for Seismic Classification of National Territory and of Technical Regulations for Construction in Seismic Zone”.

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

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

Method of Test (At Ambient Temperature).

UNI ENV 10080 (1997) Steel for the Reinforcement of

Concrete. Weldable Ribbed Reinforcing

ASHE 18-1039 REV1 29

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.

Add:

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

Part 1: Method of Test at Ambient Temperature.

UNI ENV 10080 (2005) Steel for the Reinforcement of Concrete. Weldable Ribbed Reinforcing Steel B500. Technical Delivery Conditions for Bars, Coils and Welded Fabric.

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.

Paragraph 1.5.1:

Delete “Ministerial Decree 9 Jan. 1996” and replace with “Ministerial Decree dated 14 January 2008”

Delete the tab:

Type of Construction Rck (kg/cm2)

Lean concrete 200

Rigid Pavements including 250 sidewalks, curbs and equipment pads

Drainage and Sanitary Sewer 250 Appurtenances

Thrust blocks, Pipeline 300 Encasements

ASHE 18-1039 REV1 30

Foundations, Grade Beams and 300 Grade Walls

Floor Slabs on Grade 250

Columns, Beams Above Grade Slabs 350 and Walls

All other concrete 300

Replace with:

Type of Construction Rck (kg/cm2) Class of resistance Lean concrete 200 C16/20 Rigid Pavements including sidewalks, curbs and equipment pads

250 C20/25

Drainage and Sanitary Sewer Appurtenances 250 C20/25

Thrust blocks, Pipeline Encasements

300 C25/30

Foundations, Grade Beams and Grade Walls 250 C20/25

Floor Slabs on Grade 250 C20/25 Columns, Beams Above Grade Slabs and Walls

300 C25/30

“Floor slab type predalles” 350 C28/35

All other concrete 300 C25/30

Paragraph 2.6.1:

Delete “Ministerial Decree 9 Jan. 1996” and replace with “Ministerial Decree dated 14 January 2008”

Delete “FeB44K with a minimum yield strength of 430 N/mm2” and replace with “B450C with a minimum yield strength of 450 N/mm2”

Delete:

“Reinforcing bars 28 millimeters in diameter and larger shall be high strength factory designed helically deformed bars conforming to UNI 6407, designation FeB38 with a minimum yield strength of 3,800 kilograms per square centimeter”.

Paragraph 2.6.1:

ASHE 18-1039 REV1 31

PART 3 - EXECUTION:

Decree dated 14 January 2008”

Paragraph 3.1.2.4:

Paragraph 3.8.1:

Paragraph 3.10.4:

Decree dated 14 January 2008”

ASHE 18-1039 REV1 32

SECTION 04200/R

MASONRY

Ministerial Decree (9 January 1996) Technical Norms for

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

Add:

dated 14 January 2008: “Technical Norms for Constructions

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

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

Paragraph 2.8.4:

Ministerial Decree 9 Jan. 1996, FeB 44K.

Add:

Ministerial Decree dated 14 January 2008, B450C.

ASHE 18-1039 REV1 33

SECTION 07231/R

WALL INSULATION

Add to Paragraph 1.1:

UNI 7745 (1977) Insulating Materials. Determination of Thermal Conductivity by Means of the Guarded Hot Plate Method.

UNI 7891 (1978) Insulating Materials. Determination of Thermal Conductivity by Means of the Heat Flow Meter Method.

UNI EN 13164 (2003) Thermal Insulation Products for

Buildings - Factory Made Products of Extruded Polystyrene Foam (XPS) - Specification

Read Paragraph 2.1.a as follows:

a. Foamed extruded closed cell polystyrene board:

Density 33-35 kg/cm Thermal conductivity as per UNI 7745, UNI 7891, and UNI EN 13164 0.033 W/mK Compressive strength 3 kg/sq.cm Fire behavior Class 1 Water absorption 0.1% Resistance to steam migration 80-150

ASHE 18-1039 REV1 34

SECTION 09220/R

INTERIOR PLASTER

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.

UNI ENV 413-1 (2004) Masonry Cement - Part 1:

Specification.

Composition, Specifications and Conformity

Criteria.

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

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

UNI EN 932-1 (1998) Tests for General Properties of Aggregates. Methods for Sampling.

UNI EN 932-3 (2004) Tests of General Properties of

Aggregates - Part 3: Procedure and Terminology for Simplified Petrographic Description.

Add the following sentence at the end of Paragraph 2.11:

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

ASHE 18-1039 REV1 35

SECTION 09250/R

GYPSUM AND CEMENT BOARD

Add the following sentence at the end of Paragraph 2.1:

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

ASHE 18-1039 REV1 36

SECTION 09510/R

ACOUSTICAL CEILING

Paragraph 1.1 Applicable publications:

Delete:

UNI EN 10113/1…