ASJD_15-1016_Specs_100_r01.pdf

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ASJD 15-1016 RENOVATE BLDG 110 FOR FIRE DEPARTMENT, AREA 1, AVIANO AB
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FA568219RA006
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TECHNICAL SPECIFICAITONS REV-01

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Prepared and Submitted by:

Architecture, Engineering and Consulting Services

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

Via di Sacco Pastore n. 4 - Rome, Italy

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

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASJD 15-1016

RENOVATE BLDG 110 FOR FIRE DEPARTMENT

AREA 1 - AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

REV-01

FINAL SUBMITTAL (100%)

Date: JULY 2019

A/E CONTRACT No.: FA5682-13-D-0004 D.O.: 0018

Prepared and Submitted by:

Architecture, Engineering and Consulting Services

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

Via di Sacco Pastore n. 4 - Rome, Italy

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

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASJD 15-1016

RENOVATE BLDG 110 FOR FIRE DEPARTMENT

AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

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: October 2017 Revision_01: July 2019

Architectural and Civil

Arch. M. Cantagallo Ordine degli Architetti della Provincia di Frosinone No.338

Structural:

Ing S. Bettollini Ordine degli Ingegneri della Provincia di Roma No.22107

Mechanical Systems:

Ing. Pierluigi Chiarello Ordine degli Ingegneri

No.24166, sez. A

Electrical Systems:

Ing. Matteo Ferrigno Ordine degli Ingegneri

No.36957, sez. A

ASHE 15-1016

INDEX

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 1-14

AF FORM 66 - SCHEDULE OF MATERIAL SUBMITTALS 15-21

REVISED MASTER SPECIFICATIONS 22-78

SCHEDULE OF WORK ITEMS 79-133

ASJD 15-1016 1

SECTION AC1

SCOPE OF PROJECT AND APPLICABLE CONDITIONS

AC1-01 SCOPE OF PROJECT: The Scope of this project is “RENOVATE BLDG 110

FOR FIRE DEPARTMENT, AREA 1, AVIANO AIR BASE, ITALY.

General: Building No. 110 is a two stories facility located in Area "1" of the Aviano Air Base and is presently used by the Fire Brigade and Family

Co.Op.

The facility has a rectangular shape, major dimensions are approximately

39.00 meters x 12.00 meters, the total covered building surface area is 468 square meters. The facility has a reinforced concrete structure with concrete/hollow clay slabs, the internal effective height is 2.70 in rooms and corridors and 3.20m at hall area. The facility has a light sloped roof covered with bituminous membrane waterproofing layer.

The exterior face of perimeter walls are plastered and quartz resin painted finished, the windows have aluminum frames and are provided with venetian blind and insect screen. Interior flooring are in ceramic, rubber tiles and carpet, partitions are painted masonry and gypsum board, the suspended ceiling consists of mineral fiber panels and gypsum board, doors are wood, steel and plastic laminate.

Scope of Work: the scope of work is to renovate the ground floor of the facility and to allocate it to Fire Station. A relocation of the spaces in the bottom floor of facility have been provided to create 4 more sleeping stations including existing sleeping stations upgrading. Kitchen, dining room, day room and training room have been re-located in the part of the facility currently occupied by Family Co.Op while the existing bathrooms have been renovated. The new condition will allow more space to be assigned to each of the mentioned room.

This project includes also the renovation of first floor TOILETS and comm room and all Civil/Architectural/Systems upgrade/repair works to be performed as needed by the seismic retrofit. Seismic retrofit shall involve the entire building.

The project includes architectural, structural, mechanical and electrical works.

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

a. Civil Works

- Demolition and removal of external metal fence and gates, including concrete foundations and restoring of disturbed areas;

b.1 Architectural Work – Ground Floor

Demolition and Removals:

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

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

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

- Removal of internal windows including frame and all accessories;

- Removal of mineral fiber panel and gypsum board suspended ceilings;

- Demolition and removal of existing bathroom in CO.Op Area;

- Removal of existing kitchen furniture incuding all equipment and exhaust hood;

New Works:

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

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

Tiles shall be non-slip type and to match the existing ones.

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

- Furnishing and installation of carpet floor in sleeping area;

- Furnishing and installation of wall lining in toilet area with 20x20 cm ceramic tiles, using jolly tiles on corners. Height of wall finish shall be 220 cm;

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

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

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

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

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

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

- Furnishing and installation of 140x270 exterior door complete with fixing hardware, sealing gaskets, accessories, lockset, automatic door-closer and panic bar.

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

- Furnishing and installation of new plastic laminate bathroom partition.

- Renovations of external windows by means the replacement of gaskets and closing devices and installation of darkening overpanel, where necessary.

- Furnishing and installation of new venetian blinds mounted on windows frame. The venetian blinds mounted in sleeping room shall be darkening type.

- Block-up of existing ventilation grilles

- Furnishing and installation of new metal downspout, new metal gutter, new metal stair for roof access and installation of safety devices on roof

ASJD 15-1016 3

b.2 Architectural Work – First Floor

Architectural upgrade/repair works at first floor will involve bathroom and communication area and include the following works:

- Demolition and removal of ceramic tile flooring in bathroom area;

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

- Removal of interior doors including frame and all accessories.

- Removal of internal windows including frame and all accessories in communication room;

- Removal of gypsum board suspended ceiling in bathroom area;

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

- Removal, store and subsequent reinstallation of suspended ceiling mineral fiber panels to allow Sprinkler and FA system upgrading.

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

- Furnishing and installation of wall lining in toilet area with 20x20 cm ceramic tiles, using jolly tiles on corners. Height of wall finish shall be 220 cm;

- Furnishing and installation of 600x600 mm, 15-17 mm thick mineral fiber panel, fireproof Class 1, moisture resistant suspended ceiling,

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

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

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

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

- Furnishing and installation of new plastic laminate bathroom partition.

c. Structural Works

- Removal, store and reinstallation of prefabricated plastic external storage rooms

- Removal of existing steel canopy

- Demolition and removal of existing reinforced concrete stair.

- Trench excavation on earth to expose reinforced concrete foundations.

- Partial demolition of reinforced concrete pad and pavements.

- Partial demolition and removal of solid brick wall, 25cm thick, including external reinforced plaster and internal gypsum board lining.

- Construction of 15cm thick new reinforced concrete walls, including bar drilling into existing reinforced concrete structure.

- Enlargement of existing reinforced concrete columns and foundation plinths, including bar drilling to existing structure.

- Construction of new reinforced concrete wall to bind foundation plinth with ground floor slab beams, including bar drilling.

- Furnishing and installation of S275JR galvanized steel framings for framing bracing and new galvanized steel stair.

- Upgrading of existing galvanized steel stair.

- Backfilling of excavated areas

ASJD 15-1016 4

- Repair of reinforced concrete pads, basements and walkway.

d. Mechanical Work

Demolitions and Removals

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

Removal of existing water chiller and related piping and fittings

Removal of chilled/hot water distribution systemat ground floor and part in mech room

Removal of some fancoil units and related piping and controls at ground floor and in the bathroom at the first floor.

Removal of existing fire pumps station and sprinkler system at the ground and first floor

New works - Hvac System

New water chiller (air source) complete of pump module and inertial tank including fittings and piping upgrade and adjustment in mechanical room.

The size of the new chiller is the same of the actual unit (ca. 100 kW cooling capacity)

Mechanical room piping and controls upgrade

Fresh air system complete of mini ahu with heat recovery section, supply/return ductworks & fittings

New exhaust air system from toilets, janitor, laundry including ductworks, exhaust fan & fittings at ground and first floor

HVAC terminal unit upgrade and adjustment including piping and electrical connection and fittings. Works include:

o removal, deep cleaning and accurate maintenance of some of existing fancoil units and reinstallation in same or other position o installation of new fancoil units

New fancoil control system including removal of existing controller, thermostat and wiring and installation of new complete control system with main control panel and rooms panels with temperature sensor and motorized valves.

New HVAC hot/chilled pipework including pipes, insulation, valves, seismic bracing and fittings;

N°2 new dx units monosplit type for COMM room at ground and first floor

TABs of HVAC system including piping, ductworks and controls

Removal, storage and reinstallation of existing boiler flue system

Removal, storage and reinstallation of existing gas cabinet.

New works - Plumbing system

New plumbing system including terminal plumbing connection for fixture from cold and hot water manifolds, manifolds included, drain and fittings for:

o new and renovated toilets at ground and first floor o laundry o kitchen and water dispenser

New cold, hot and recirculating domestic water piping and fittings from mechanical room to new terminal manifolds or terminal fixtures;

Upgrade drain piping and fittings

ASJD 15-1016 5

Upgrade domestic hot water system production, including deep cleaning/sanitizing, new boiler installation, and accurate maintenance of remaining elements and fittings

Installation of new water softner

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

Upgrade gas line for new kitchen including automatic shut off system

New works - Sprinkler system

New fire sprinkler station including cabinet, backflow prevention device, wet pipe sprinkler valve and accessories as per UNI EN 12845 and NFPA 13 where non in conflict;

New sprinkler system inside the building

Install new extinguishing system for kitchen hood

Test entire fire suppression systems

e. Electrical Work

Demolitions and Removals

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

New Works

Furnishing and installation of new distribution panels ground fault circuit breaker equipped for the ground floor (MDP), new fire pump transfer panel and new boiler room panel. New MDP Panel will be feed by means of new cables from substation 165. The existing circuit breakers not utilized shall be labeled as spare;

Furnishing and installation of SPD System in all panels;

Furnishing and installation of new power outlets, and lighting system at the ground floor and removal and relocations of power and lighting systems, telecomm, at 1st floor only in the areas under structural/architectural repairs in the areas to be restored;

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

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

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

Furnishing and installation of new telecomm system, including Main telecomm rack, feed by the existing Main Telecomm Rack, floor base mounted, for telecomm and data system telecomm outlets RJ 45 cat. 6 and

UTP cat. 6 cables. The data and voice cables will terminate in separate

RJ45 type patch panels. New cat 6 telecomm cables will run in metal cable tray above suspended ceiling and in PVC conduits. The new system shall be indipendent from the existing at first floor, that shall be left in place;

Furnishing and installation of the electrical system feeding the A/C equipment;

Furnishing and installation of new Fire Alarm detection System. New F/A equipment, such as FACP, Monaco Transmitter, F/A detectors, F/A annunciator system shall be provided in all the Building, at ground and

1st floor.

ASJD 15-1016 6

Furnishing and installation of new TVCC control system at ground floor.

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:

02921 TURF

08210 WOOD DOORS

10153 TOILET AND PARTITIONS

10800 TOILET AND BATH ACCESSORIES

12490 BLINDS

15050 BASIC MECHANICAL MATERIALS AND METHODS

15080 INSULATION FOR MECHANICAL EQUIPMENT

15810 DUCTWORK AND DUCTWORK ACCESSORIES

15901 SPACE TEMPERATURE CONTROL SYSTEM

15950 HVAC TESTING/ADJUSTING/BALANCING

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

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

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

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

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

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

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

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

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. 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

ASJD 15-1016 7

be erected at the designated location and shall be maintained in good condition by the Contractor until completion of the contract. The sign shall remain the property of the Contractor and shall be removed from the site upon final inspection and acceptance of the facility. Contractor identification and logo shall be allowed only on this sign and nowhere else on the exterior of the job site, with the exception of company vehicles.

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

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

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

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

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

EM 385-1-1.

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

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

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. 31CES will provide sample of the MSDS form to the Contractor.

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

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

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

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

ASJD 15-1016 8

Works.

f. Asbestos Containing Materials: Asbestos containing materials will 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.

AC1-09 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 BCE to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound. The

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

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

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

b. Building Location: building 110 is located in area 1 and doesn’t require special access procedures, anyway Contractor shall withcomplystrictly the Contracting Officer’s instructions.

Delays may happen when the Contractor will enter Base 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

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

ASJD 15-1016 9

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 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 surrounding the building involved in the work.

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

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

AC1-11 AIRFIELD SAFETY TRAINING: Not Applicable

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

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

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

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

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

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

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

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

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

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

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

AC1-17 LAWN MAINTENANCE: 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: 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. Facility will be entirely vacated and fully free during project execution

AC1-21 SALVAGEABLE MATERIALS: In this contract are indicated materials and equipment to be removed, stored and subsequently reinstalled. It shall

ASJD 15-1016

ASJD 15-1016 11

be the responsibility of the Contractor to remove salvageable items with maximum care to avoid any damages; and to transport them to the storage areas as indicated by the Contracting Officer’s Technical Representative.

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

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

DRAWING # SHEET # DESCRIPTION

GENERAL

1 of 64 T-1 PROJECT TITLE SHEET AND MAPS

2 of 64 T-2 LIST OF DRAWINGS & LEGENDS

ARCHITECTURAL

3 of 64 A-1 EXISTING CONDITION - FLOOR PLANS

4 of 64 A-2 EXISTING CONDITION - GROUND FLOOR DEMOLITION PLAN 1/2

5 of 64 A-3 EXISTING CONDITION - GROUND FLOOR DEMOLITION PLAN 2/2

6 of 64 A-4 EXISTING CONDITION - FIRST FLOOR DEMOLITION PLAN

7 of 64 A-5 EXISTING CONDITIONS - SITE AND ROOF PLAN

8 of 64 A-6 EXISTING CONDITIONS - ELEVATIONS AND SECTION

9 of 64 A-7 EXISTING CONDITIONS - SUSPENDED CEILING PLANS

10 of 64 A-8 NEW CONDITION - FLOOR PLANS

11 of 64 A-9 NEW CONDITION - GROUND FLOOR PLAN 1/2

12 of 64 A-10 NEW CONDITION - GROUND FLOOR PLAN 2/2

13 of 64 A-11 NEW CONDITION - FIRST FLOOR PLAN

14 of 64 A-12 NEW CONDITION - ELEVATIONS AND SECTION

15 of 64 A-13 NEW CONDITION - FINISH AND DOOR SCHEDULES

16 of 64 A-14 NEW CONDITION - WALL SCHEDULE AND DETAILS

17 of 64 A-15 NEW CONDITION - TOILET ENLARGED PLANS

18 of 64 A-16 NEW CONDITION - TOILET ENLARGED PLANS

19 of 64 A-17 NEW CONDITION - SUSPENDED CEILING PLANS

20 of 64 A-18 NEW CONDITION – ROOF AND SITE PLAN AND DETAILS

21 of 64 A-19 NEW CONDITION – MISCELLANEOUS DETAILS

STRUCTURAL

22 of 64 S-1 STRUCTURAL DESIGN DATA

23 of 64 S-2 EXISTING CONDITION - FOUNDATION FRAMING PLAN

24 of 64 S-3 EXISTING CONDITION - FIRST SLAB FRAMING PLAN

25 of 64 S-4 EXISTING CONDITION - ROOF SLAB FRAMING PLAN

26 of 64 S-5 NEW CONDITION - FOUNDATION FRAMING PLAN

27 of 64 S-6 NEW CONDITION - FIRST SLAB FRAMING PLAN AND DETAILS

28 of 64 S-7 NEW CONDITION - ROOF SLAB FRAMING PLAN AND DETAILS

29 of 64 S-8 NEW CONDITION – ELEVATIONS AND SECTION

30 of 64 S-9 NEW CONDITION – SECTIONS AND DETAILS

31 of 64 S-10 NEW CONDITION – SECTIONS AND DETAILS

32 of 64 S-11 NEW CONDITION – SECTIONS

33 of 64 S-12 NEW CONDITION – STEEL BRACINGS DETAILS

34 of 64 S-13 NEW CONDITION – STEEL BRACINGS DETAILS

35 of 64 S-14 NEW CONDITION – EXTERIOR STEEL STAIR CARPENTRY

ASJD 15-1016 12

36 of 64 S-15 NEW CONDITION – EXTERIOR STEEL STAIR DETAILS

MECHANICAL

37 of 64 M-1 EXISTING CONDITION - HVAC - FLOOR & ROOF PLAN

38 of 64 M-2 EXISTING CONDITIONS - HVAC - DIAGRAM

39 of 64 M-3 EXISTING CONDITIONS - SPRINKLER SYSTEM - FLOOR PLANS

40 of 64 M-4 NEW CONDITION - HVAC - GROUND FLOOR PLAN

41 of 64 M-5 NEW CONDITION - HVAC - GROUND & FIRST FLOOR PLAN

42 of 64 M-6 NEW CONDITION - HVAC - DIAGRAM

43 of 64 M-7 NEW CONDITION - BOILER ROOM AND DETAILS

44 of 64 M-8 NEW CONDITION - PLUMBING - GROUND FLOOR PLAN

45 of 64 M-9 NEW CONDITION - PLUMBING - FIRST FLOOR PLAN

46 of 64 M-10 NEW CONDITION - SPRINKLER SYSTEM - FLOOR PLANS

47 of 64 M-11 NEW CONDITION - SPRINKLER SYSTEM - DETAILS

ELECTRICAL

48 of 64 E-1 ELECTRICAL SYSTEM LEGEND

49 of 64 E-2 EXISTING CONDITION

GROUND FLOOR POWER AND LIGHTING PLANS

50 of 64 E-3 EXISTING CONDITION

GROUND FLOOR TELECOMM AND FIRE ALARM PLANS

51 of 64 E-4 EXISTING CONDITION

FIRST FLOOR POWER AND LIGHTING PLANS

52 of 64 E-5 EXISTING CONDITION

FIRST FLOOR TELECOMM AND FIRE ALARM PLANS

53 of 64 E-6 EXISTING CONDITION - MDP PANEL SCHEMATIC DIAGRAM

54 of 64 E-7 NEW CONDITION - GROUND FLOOR POWER PLANS

55 of 64 E-8 NEW CONDITION

GROUND FLOOR LIGHTING AND TELECOMM PLANS

56 of 64 E-9 NEW CONDITION

GROUND FLOOR FIRE ALARM AND TVCC PLANS

57 of 64 E-10 NEW CONDITION - FIRST FLOOR FIRE ALARM PLAN

58 of 64 E-11 NEW CONDITION - FIRE ALARM BLOCK DIAGRAM AND DETAILS

59 of 64 E-12 NEW CONDITION - MDP PANEL SCHEMATIC DIAGRAM 1/3

60 of 64 E-13 NEW CONDITION - MDP PANEL SCHEMATIC DIAGRAM 2/3

61 of 64 E-14 NEW CONDITION - MDP, BP, RM207 AND RM109 PANEL

SCHEMATIC DIAGRAMS 3/3

62 of 64 E-15 NEW CONDITION - MDP, BP, RM207 AND RM109 PANEL FRONT

VIEWS

63 of 64 E-16 FIRE ALARM AND MASS NOTIFICATION OPERATION MATRIX

64 of 64 E-17 ELECTRICAL DETAILS

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

Specifications contained in the Master Specifications as noted in Section

AC1-02 of these Technical Specifications, the following Additional

Specifications shall apply to this project:

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

ASJD 15-1016 13

04200/R MASONRY

07231/R WALL INSULATION

08110/R STEEL DOORS AND STEEL FRAMES

08120/R ALUMINUM DOORS AND FRAMES

08520/R ALUMINUM WINDOWS

08800/R GLAZING

09212/R EXTERIOR STUCCO

09220/R INTERIOR PLASTER

09250/R GYPSUM AND CEMENT BOARD

09310/R CERAMIC AND STONE COMPOSITE TILE

09510/R ACOUSTICAL CEILING

09900/R PAINTS AND COATINGS

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

15601/R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

16050/R BASIC ELECTRICAL MATERIALS AND METHODS

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 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 and shall conform to D.P.R.

No. 459, dated 24 July 1996, with "C.E." Mark; and three copies of relevant certificates shall be furnished to the Contracting Officer for each item of equipment installed. Furthermore the electric equipment shall be in compliance with the Legislative Decree No. 81/08 and subsequent modifications which apply the Directive 93/68/CEE. Electrical tests shall comply with Law 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

ASJD 15-1016 14

the Contracting Officer.

3. Structural test certificates signed by an engineer or authorized technician.

AFForm 66, OCT 89

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER

PROJECT TITLE

RENOVATE BLDG 110 FOR FIRE DEPARTMENT – AREA 1

SOLICITATION CONTRACT NUMBER

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

NUMBER OF COPIES REQUIRED

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CONTRACT REFERENCE, TYPE OF

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DATE CONTRACTOR

NOTIFIED REMARKS

APPROVED DIS-

APPROVED

PART II a

ARCHITECTURAL WORK

Material Safety Data Sheets (MSDS)

1 Gypsum Board partitions Part IIa Item 1

3 3 3 30

2 Hollow Brick partitions Part IIa Item 2

3 3 3 30

3 Floor Ceramic Tile Part IIa Item 5, 6

1 3 3 3 30

4 Carpet Flooring Part IIa Item 7

1 3 3 3 30

Wall Ceramic Tile Part IIa Item 8

1 3 3 3 30

6 Mineral Fiber Suspended Ceiling Part IIa Item 11,12

1 3 3 30

7 Interior Wood Doors Part IIa Item 14

3 3 3 3 30

8 REI Doors Part IIa Item 15

3 3 3 3 30

9 Exterior Aluminum Doors Part IIa Item 16

3 3 3 3 30

10 Latex Paint for Interior/Exterior Walls Part IIa Item 17,18,19

3 3 30

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11 Kitchen Furniture Part IIa Item 20

3 3 3 3 3 30

12 Toilet Partitions Part IIa Item 24

3 3 3 3 3 30

PART II b

STRUCTURAL WORK

13 Material Safety Data Sheets (MSDS)

14 C28/35 Concrete Part IIb Item 27, 28, 29, 30

3 3

15 Galvanized Steel Framings Part IIb Item 31

3 3 1 30

16 Galvanized Steel Stair Part IIb Item 32

3 3 1 30

17 Existing stair upgrading Part IIb, Item 33

3 30

18 New metal canopy Part IIb, Item 36e

3 30

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PART III – MECHANICAL WORKS

REC ventilation unit Part IIIa Item 12

3 3 3 3 3 3 30

Air ducts and fittings Part IIIa Items 13

3 3 3 3 30

Chiller unit Part IIIa Item 1

3 3 3 3 3 3 30

Air insulation with aluminium jacket or similar Part IIIa Items 13

3 3 3 3 30

Air dampers Part IIIa Items 13

3 3 3 3 30

Air actuators Part IIIa Items 13

3 3 3 3 3 30

Grilles and diffusers Part IIIa Items 9

3 3 3 30

DX monosplit unit Part IIIa Item 21, 22

3 3 3 3 3 30

Fancoils Part IIIa Item 18, 19, 20

3 3 3 3 3 30

Exhaust fan Part IIIa Items 14

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11 DDC control systemi, inverter ed accessory Part IIIa Items 1, 7, 11, 12, 20

3 3 3 3 3 3 30

12 Hot/chilled water piping Part IIIa Items 1,10, 17, 18, 19, 23, 24

3 3 3 30

13 Pipe insulation Part IIIa Items 1,10, 17, 18, 19, 23, 24

3 3 3 30

14 Pipe aluminum jacket or equivalent Part IIIa Items 1,10, 17, 18, 19, 23, 24

3 3 3 30

15 Seismic bracing and support Part IIIa Items 1, 7, 10, 12, 13, 15, 19, 23, 3 3 3 3 3 3 3 30

16 Valves: ball, batterfly. Check, filter, joint, vent Part IIIa Item 1,2, 3, 4, 5, 10, 17, 18, 19 23, 24

3 3 3 30

17 Water softner and accessories Part IIIb Item 1

3 3 3 3 3 30

18 Polyphosphate doser and accessories Part IIIb Item 2

3 3 3 3 3 30

19 Domestic water heater Part IIIb Item 3

3 3 3 3 3 30

20 Electronic mixing valve Part IIIb Item 4

3 3 3 3 3 30

21 Domestic water piping Part IIIb Items 5, 11, 12, 13, 14

3 3 3 30

22 Pipe insulation Part IIIb Items 5, 11, 12, 13, 14

3 3 3 30

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23 Pipe aluminum jacket or equivalent Part IIIb Items 5, 11, 12, 13, 14

3 3 3 30

24 Sanitary fixture, faucet and fittings Part IIIb Item 15, 16, 17

3 3 3 3 3 30

25 Valves: ball, batterfly. Check, filter, joint, Part IIIb Item 5, 7, 8, 9, 10, 11, 12, 13,14

3 3 3 30

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

3 3 3 3 3 3 3 30

27 PIV Valve and fittings Part IIIc Item 3

3 3 3 30

28 Fire department connection FDC Part IIIc Item 4

3 3 3 3 3 30

29 Pipe UNI EN10255 / UNI EN 10216 Part IIIc Item 1, 2, 7

3 3 3 30

30 Pipe UNI EN12201 Part IIIc Item 5, 6

3 3 3 30

31 BFP RPZ

Part IIIc Item 1

3 3 3 3 3 3 30

32 Wet pipe sprinkler valve Part IIIc Item 1

3 3 3 3 3 3 30

33 Sprinkler head and system Part IIIb Item 2

3 3 3 3 3 3 3 30

34 Exstinguishing fire system for kitchen hood Part IIIc Item 10

3 3 3 3 3 3 30

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35 Seismic bracing and support Part IIIc Item 1,6,7,9

3 3 3 3 3 3 3 3 30

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PART IV – ELECTRICAL WORKS

1 Electrical Panel Part IV Item 1

3 3 3 3 3 30

2 Electrical Lines Part IV Item 2

3 3 3 3 3 30

3 Power Outlets Part IV Items 3, 4, 5, 6 and 7

3 3 3 3 3 30 3 3 3 3 30

4 Electrical system tests Part IV Item 9

3 30

5 Lighting System Part IV Items 10, 11, 12, 13 and 14

3 3 3 3 3 30

6 Telecomm System Part IV Items 15, 16, 18 and 19

3 3 3 3 3 30

7 TV System Part IV Items 20 and 21

3 3 3 3 3 30

8 Telecom. system tests Part IV Item 22

3 30

9 Fire Alarm System Part IV Items 23 ,24, 25 ,26, 27 ,28, 29, 30, 31 and 32

3 3 3 3 3 30

10 EVAC System Part IV Item 33

REVISED SPECIFICATIONS

SPECIFICATIONS INDEX

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 03300/R CAST-IN-PLACE CONCRETE

SECTION 04200/R MASONRY

SECTION 07231/R WALL INSULATION

SECTION 08110/R STEEL DOORS AND STEEL FRAMES

SECTION 08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

SECTION 08520/R ALUMINUM WINDOWS

SECTION 08800/R GLAZING

SECTION 09212/R EXTERIOR STUCCO

SECTION 09220/R INTERIOR PLASTER

SECTION 09250/R GYPSUM AND CEMENT BOARD

SECTION 09310/R CERAMIC AND STONE COMPOSITE TILE

SECTION 09510/R ACOUSTICAL CEILING

SECTION 09900/R PAINTS AND COATINGS

SECTION 13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

SECTION 13930/R WET PIPE FIRE SUPPRESSION SPRINKLERS

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

SECTION 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 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS

SECTION 16510/R INTERIOR LIGHTING

SECTION 16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM . 77

Section 01100/R 24

SECTION 01100/R

GENERAL CONDITIONS

PART 1 – APPLICABLE NORMS

Paragraph 1.1:

Delete:

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

Add:

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

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

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

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

Paragraph 1.2.2

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

Paragraph 1.2.3

a. Certificate of compliance for electrical systems in accordance with

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

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

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

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

-- End of Section --

Section 01101/R 25

SECTION 01101/R

PROJECT SIGN

PART 1 - PROJECT SIGN

1.1 Scope

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

PART 2 - GENERAL

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

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

The sign shall contain the following information in English:

a. Project No.

b. Project description

c. Constructed under Supervision of Base Civil Engineering

d. Contracted by 31st Contracting Squadron

e. Contractor

f. Design Engineer

g. Inspector

h. Contract Management: 31 CONS Construction Flight

i. ERP Coordinates

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

Section 01101/R 26

-- End of Section –-

Section 03300/R 27

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

Section 03300/R 28

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…

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