1407_100__TechnicalSpecifications.pdf

U.S. AIR FORCE

31ST FIGHTER WING

AVIANO AIR BASE, ITALY

Prepared and Submitted by:

Via di Sacco Pastore n. 4 - Rome, Italy Tel. +39.06.97848041 fax +39.06.97848175

E-mail: design@soinci.it

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

Architecture, Engineering & Consulting Services

PROJECT ASJD 15-1015

CONSTRUCT ADD TO FIRE DEPARTMENT

MAINTENANCE & APPARATUS, FAC.113 – AREA 1

AVIANO AIR BASE

AVIANO, ITALY

TECHNICAL SPECIFICATIONS

FINAL SUBMITTAL (100%)

Date: FEBRUARY 2015

A/E CONTRACT No.: FA5682-13-D-0004 D.O.: 0005

U.S. AIR FORCE

31ST FIGHTER WING

AVIANO AIR BASE, ITALY

Prepared and Submitted by:

Via di Sacco Pastore n. 4 - Rome, Italy Tel. +39.06.97848041 fax +39.06.97848175

E-mail: design@soinci.it

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

Architecture, Engineering & Consulting Services

PROJECT ASJD 15-1015

CONSTRUCT ADD TO FIRE DEPARTMENT

MAINTENANCE & APPARATUS, FAC.113 – AREA 1

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: February 2015

Architectural, Civil and Structural:

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. Vincenzo De Stefano

Ordine degli Ingegneri della Provincia di Roma

No.10948, sez. A

ASJD 15-1015 AC1

INDEX

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 1-10

AF FORM 66 - SCHEDULE OF MATERIAL SUBMITTALS 11-18

REVISED MASTER SPECIFICATIONS 19-78

ADDITIONAL SPECIFICATIONS 79-88

SCHEDULE OF WORK ITEMS 89-119

ASJD 15-1015 AC1 1

SECTION AC1

SCOPE OF PROJECT AND APPLICABLE CONDITIONS

AC1-01 SCOPE OF PROJECT: The Scope of this project is “CONSTRUCT ADD

TO FIRE DEPARTMENT MAINTENANCE & APPARATUS, FAC.113”, located in Area "A1" of the Aviano Air Base.

As per Scope of Work the initial purpose was to construct an addition to the existing facility but after site survey, in agreement with 31ST

Technical Representative, considering the features and dimensions of new facility, was determined to demolish and to replace the existing building.

The existing facility is a reinforced concrete structure with concrete masonry walls with continuous reinforced foundations, 30x30 reinforced concrete pilaster, predalle type roof slab, 20cm thick reinforced concrete industrial pavement with 30cm thick concrete stabilized subbase.

The existing building provide space for the maintenance of the fire department trucks. The exterior dimensions are 10.00 x 10.00m and the height is 7.00m from floor finished level, the roof is flat type. The exterior face of perimeter walls are plastered and quartz resin painted finished. The windows have aluminum frames, the truck access is trough two

4.00 x 4.00m overhead doors. Rain water discharged to ground by wall mounted downspouts. No splash blocks are provided.

Plans, sections and elevations of the existing building to be demolished are shown on Drawing No. A-1.

The total area of new Bldg 113 will be of roughly 240 sqmt, with a covered sidewalk with lights that will connect facility 113 to facility

110. The existing parking lot, located in the west side of the building will be modified and ten parking spaces will be deleted but three new spaces will be located between building 110 and building 113, the existing sod area will be enlarged.

The project includes demolition, excavation and material transportation, architectural, civil, mechanical, and electrical works.

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

a. Demolition Work

- Existing building demolition.

b. Architectural Work

- Construction of reinforced concrete industrial pavement, including furnishin and placing of gravel material subbase.

- Furnishing and installation of roofing, including waterproofing and thermal insulation.

- Furnishing and installation of gres ceramic tile wall lining and floor base.

- Furnishing and installation of of plaster on interior walls

- Furnishing and installation of thermal insulation composite system.

- Furnishing and installation of galvanized steel flashing and cover.

- Painting with one coat of primer and two coats of latex paint.

- Furnishing and installation of exterior steel door pedestrian entrance complete with marble threshold.

- Reinstallation of previously removed overhead sectional doors.

- Furnishing and installation of galvanized factory painted steel

ASJD 15-1015 AC1 2

downspouts with cast-iron boots.

- Furnishing and installation of interior grated drains, lined with polyurethane resins based bi-component product, to collect accidental spilled liquids.

c. Structural Work

- Excavation for the new building foundation.

- Construction of new reinforced concrete footings and bond beams including lean concrete sub-foundation.

- Construction of reinforced concrete columns and beams.

- Construction of Spiroll type flat roof slab.

- Construction of reinforced wall with 30cm thick light concrete blocks

- Construction of galvanized steel canopy

d. Civil Work

- Demolition and removal of concrete and bituminous concrete pavement.

- Demolition and removal of concrete sidewalk and flower bed.

- Demolition and removal of underground structures.

- Provision of new storm drainage HDPE pipe line including manhole and connection to existing storm drain line.

- Provision of new fire water HDPE pipe line including manholes, PIV and connecting works to the existing line

- Provision of new water HDPE pipe line including manholes and connecting works to the existing line

- Provision of new gas HDPE pipe lines including manhole and connecting works to the existing gas line

- Construction of bituminous concrete pavement, including pavement markins.

- Construction of reinforced concrete sidewalk, including concrete prefabricated curbs.

- Pavement reconstruction and turf setting.

e. Mechanical work

- Provision of new heating system composed by a gas fired condensing boiler, heater units, pipework and controls;

- Provision of new domestic plumbing system complete of cold and hot water lines, drain points and sewage system.

- Provision of new water filling lines for fire fighting trucks.

- Provision of gas connection and feeding gas cabinet.

- Provision of new automatic fire suppression sprinkler system.

- Provision of new source exhaust extraction system for fire fighting trucks parked inside the building.

- Provision of new complete ventilation system composed by extractor fans and backdraft grilles.

- Furnishing and installation of portable fire extinguishers, including wall cabinets.

- At the end of the mechanical works, the entire systems shall be tested in accordance with applicable norms and the

“Dichiarazione di Conformità” in accordance with the Decree No.

37/08 shall be provided.

ASJD 15-1015 AC1 3

f. Electrical Work

- Removal of existing electrical systems within the existing building 113;

- Provide new power input line from existing substation No. 165.

Connect new line in a spare 100A circuit breaker and route the cables in new underground PVC conduit, directly buried.

- Provide new interior electrical power distribution, lighting and emergency lighting systems, including cables, fixtures, safety systems, etc.

- Provide new telecommunication connection line, including a telephone socket.

- Provide a new fire detection and alarm system.

- Provide new grounding and equipotential systems.

- At the end of the electrical works, the entire system shall be tested in accordance with the CEI 64/8 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 2006 and applicable modifications, shall be applicable to the present project, together with the List of Work Items to be performed:

02315 EXCAVATION AND FILL

02722 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

02741 BITUMINOUS CONCRETE PAVEMENT

02762 JOINTS, REINFORCEMENT, AND ANCHORING EYES IN CONCRETE

PAVEMENTS

02921 TURF

02935 LANDSCAPE MAINTENANCE

04405 NATURAL STONE WORK

07112 BITUMINOUS DAMPPROOFING

15050 BASIC MECHANICAL MATERIALS AND METHODS

15080 INSULATION FOR MECHANICAL SYSTEMS

15810 DUCTWORK AND DUCTWORK ACCESSORIES

See Paragraphs AC1-23 and AC1-24 for the other 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

ASJD 15-1015 AC1 4

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 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.

ASJD 15-1015 AC1 5

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 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

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

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: The building is located in area that requires special access procedures, therefore the Contractor shall strictly comply with the Contracting Officer’s instructions. Delays may happen when the Contractor will enter the restricted areas due to military operations or exercises. In this case the unproductive time will not be at the expense of the USA Government.

ASJD 15-1015 AC1 6

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 surrounding the building involved in the work.

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

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

AC1-11 AIRFIELD SAFETY TRAINING: The Contractor shall contact Airfield

Management to receive flight line driver and airfield safety training prior to start of any work beginning on the flight line.

ASJD 15-1015 AC1 7

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 mowings after final acceptance of the work. All grass, shrubbery, and ornamental plants fenced by the construction site shall be maintained to base standards by the

Contractor.

AC1-18 LAWN ESTABLISHMENT: Within seven (7) workdays of actual completion of work at contract site, the Contractor shall prepare all disturbed areas inside and outside of the fenced site for sodding, or

ASJD 15-1015 AC1 8

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.

AC1-21 SALVAGEABLE MATERIALS: In this contract are indicated materials and equipment to be removed, stored and subsequently reinstalled. It shall be the responsibility of the Contractor to remove salvageable items with maximum care to avoid any damages; and to transport them to the storage areas as indicated by the Contracting Officer’s Technical Representative.

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

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

DRAWING # SHEET # DESCRIPTION

GENERAL

1 of 30 T-1 PROJECT TITLE SHEET AND MAPS

2 of 30 T-2 LIST OF DRAWINGS & LEGENDS

CIVIL

3 of 30 C-1 EXISTING CONDITION - SITE & DEMOLITION PLAN

4 of 30 C-2 NEW CONDITION - SITE & UTILITIES PLAN

5 of 30 C-3 NEW CONDITION - DETAILS

6 of 30 C-4 NEW CONDITION - DETAILS

ARCHITECTURAL

7 of 30 A-1

EXISTING CONDITION – BUILDING #113 DEMOLITION

PLANS, SECTION AND ELEVATIONS

8 of 30 A-2 NEW CONDITION - FLOOR AND ROOF PLAN

9 of 30 A-3 NEW CONDITION - SECTIONS AND ELEVATIONS

10 of 30 A-4 NEW CONDITION - DETAILS

11 of 30 A-5 NEW CONDITION - DOORS & WINDOW SCHEDULE

ASJD 15-1015 AC1 9

STRUCTURAL

12 of 30 S-1 NEW CONDITION - STRUCTURAL DESIGN DATA

13 of 30 S-2 NEW CONDITION - FOUNDATION AND ROOF FRAMING PLANS

14 of 30 S-3 NEW CONDITION - COLUMNS SCHEDULE

15 of 30 S-4 NEW CONDITION - FOUNDATION BEAMS REINFORCING

16 of 30 S-5 NEW CONDITION - ROOF SLAB BEAMS REINFORCING

17 of 30 S-6 NEW CONDITION - STEEL CANOPY DETAILS

18 of 30 S-7 NEW CONDITION - WALL DETAILS

MECHANICAL

19 of 30 M-1 NEW CONDITION - HVAC AND EXHAUST SYSTEM PLAN

20 of 30 M-2 NEW CONDITION - PLUMBING SYSTEM PLAN

21 of 30 M-3

NEW CONDITION

FIRE SUPPRESSION SPRINKLER SYSTEM PLAN AND DETAILS

22 of 30 M-4 NEW CONDITION – MECHANICAL SYSTEM DETAILS

ELECTRICAL

23 of 30 E-1 ELECTRICAL LEGEND

24 of 30 E-2

EXISTING CONDITION

LIGHTING AND POWER SYSTEMS PLANS

25 of 30 E-3 NEW CONDITION - LIGHTING SYSTEM PLAN

26 of 30 E-4

NEW CONDITION

POWER SYSTEM - FLOOR AND SITE PLAN

27 of 30 E-5 NEW CONDITION - FIRE ALARM SYSTEM PLAN

28 of 30 E-6 NEW CONDITION - GROUNDING SYSTEM PLAN

29 of 30 E-7 NEW CONDITION – ELECTRICAL SYSTEM DETAILS

30 of 30 E-8 NEW CONDITION - MDP PANEL SCHEMATIC SCHEDULE

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:

07240 EXTERIOR INSULATION AND FINISH SYSTEMS

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 SHEET

02220/R SITE DEMOLITION

02510/R WATER DISTRIBUTION

02551/R NATURAL GAS DISTRIBUTION

02630/R STORM DRAINAGE

02761/R PAVEMENT MARKING

03300/R CAST-IN-PLACE CONCRETE

05120/R STRUCTURAL STEEL

07220/R ROOF INSULATION

07600/R FLASHING AND SHEET METAL

07920/R JOINT SEALANTS

08110/R STEEL DOORS AND STEEL FRAMES

08520/R ALUMINUM WINDOW

08800/R GLAZING

09220/R INTERIOR PLASTER

ASJD 15-1015 AC1 10

09310/R CERAMIC AND STONE COMPOSITE TILE

09900/R PAINTS AND COATINGS

13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

13930/R WET PIPE FIRE SUPPRESSION SPRINKLERS

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

16303/R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

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 (Ms.

Cristina Rossetto 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 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. Structural test certificates signed by an engineer or authorized technician.

AFForm 66, OCT 89

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER

ASHE 15-1015

PROJECT TITLE

CONS. ADD TO FIRE DEP. MAINT & APPARATUS, FAC 113

SOLICITATION CONTRACT NUMBER

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

NUMBER OF COPIES REQUIRED

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NOTIFIED REMARKS

APPROVED DIS-

APPROVED

PART II

A. ARCHITECTURAL WORK

1 Material Safety Data Sheets (MSDS)

2 Industrial type pavement Part IIa Item 2

1 1 3 30

3 Roofing system Part IIa Item 3

3 3 3 30

Exterior Thermal Insulaton System Part IIa Item 5

1 1 1 1 1 3 3 1 30

Water Based Paint Interior/Exterior Walls Part IIa Item 7, 8

3 3 30

6 Klinker Tile Lining Part IIa Item 9

3 3 30

7 Ceramic Tiles Part IIa Item 11

1 1 3 30

8 Galvanized Steel Flashing Part IIa Item 12

1 1 30

10 Steel Door Part IIa Item 14

1 1 1 4 30

11 Overhead Sectional Door Reinstallation Part IIa Item 15

1 1 30

12 Anodized Aluminum Windows Part IIa Item 16

1 1 1 1 3 30

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13 Floor Drains Part IIa Item 17

1 1 30

B. STRUCTURAL WORK

14 Material Safety Data Sheets (MSDS)

15 C16/20 C28/35 Concrete Part IIb Item 19, 20, 21, 22

3 3

16 Spiroll Type Slab Part IIb Item 23

3 3 30

17 CMU Reinforced Wall Part IIb Item 24

3 3 1 1 30

17 Galvanized Steel Canopy Part IIb Item 25

3 3 1 1 30

C. CIVIL WORK

18 Material Safety Data Sheets (MSDS)

19 HDPE Pipe Part IIc Item 27, 28, 29

1 3

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20 3 mm copper tracer Part IIc Item 32

1 3 30

21 Warning tape Part IIc Item 33

1 1 3 30

22 Prefabricated reinforced concrete pit Part IIc Item 34, 35

3 30

23 PN 16 Bronze valve Part IIc Item 36a, 36b

1 1 1 3 30

24 Road curb Part IIc Item 39

3 30

25 Bituminous concrete Part IIc Item 40, 41, 42, 43

1 1 30

26 Marking strips Part IIc Item 44

1 1 3 30

27 Seeds/Fertilizer Part IIc Item 45, 46

1 3 1 30

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PART III

MECHANICAL WORK

IIIA. HVAC SYSTEM

1 Gas pressure regulator.

Part IIIa Item 1

3 3 3 3 3 30

2 Gas meter.

Part IIIa Item 1

3 3 3 3 3 30

3 Gas valve and filter.

Part IIIa Item 1

3 3 3 3 30

4 Automatic shut off valve.

Part IIIa Item 1

3 3 3 3 3 30

5 Gas cabinet.

Part IIIa Item 1

3 3 3 3 30

6 Safety sign Part IIIa Item 1

3 3 30

7 Wall mounted condensing boiler.

Part IIIa Item 2

3 3 3 3 3 30

8 Make up device Part IIIa Item 2

3 3 3 3 30

9 Micrometric filter Part IIIa Item 2

3 3 3 3 3 30

10 Debris/air separator and chemical doser Part IIIa Item 2

3 3 3 3 3 30

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11 Heater unit Part IIIa Item 3

3 3 3 3 3 3 30

12 Hot Water Piping and Fittings Part IIIa Items 5

3 3 3 30

13 Piping Insulation Part IIIa Items 5

3 3 3 30

14 Piping Aluminum Jacket Cover Part IIIa Items 5

3 3 3 30

15 Source capture diesel exhaust extraction system Part IIIa Items 6

3 3 3 3 3 3 3 30

16 Axial extractor fan Part IIIa Item 7

3 3 3 3 3 30

17 Air dampers and grilles.

Part IIIa Items 7

18 Seismic support and brackets Part IIIa Items 5, 6, 7

3 3 3 30

19 Butterfly valves, check valves, strainers, flexible joints, vents, ball valves, Part IIIa Items 1, 2, 3, 5, IIIB. PLUMBING SYSTEM

20 Hot and cold domestic water Piping and Fittings Part IIIb Items 9

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21 Seismic support and brackets Part IIIb Item 9

3 3 3 30

22 Piping Insulation Part IIIa Items 9

3 3 3 30

23 Piping Aluminum Jacket Cover Part IIIa Items 9

3 3 3 30

24 Butterfly valves, check valves, strainers, flexible joints, vents, ball valves, Part IIIb Items 9, 10, 12

3 3 3 30

25 Pressure regulator Part IIIb Item 11

3 3 3 3 3 30

26 Back Flow Preventer and filter Part IIIb Item 13

3 3 3 3 3 30

27 Sink Part IIIb Item 14

3 3 3 3 30

28 Eye wash unit Part IIIb Item 15

3 3 3 3 3 30

29 Electric water heater Part IIIb Item 16

3 3 3 3 30

IIIC. FIRE PROTECTIONSYSTEM

30 Sprinkler System Part IIIc Item 20, 21, 22, 23, 24, 25

3 3 3 3 3 3 30

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PART IV – ELECTRICAL WORK

1 Material Safety Data Sheets (MSDS)

2 Feeding line Part IV Item 1

3 3 3 3 3 30

3 Low voltage panel Part IV Item 2

3 3 3 3 3 3 30

4 Emergency Generator Part IV Item 3

3 3 3 3 3 3 30

5 Interlocked outlets Part IV Item 4

3 3 3 3 3 30

6 Italian style power receptacle Part IV Item 5

3 3 3 3 3 30

7 Lighting fixture Part IV Items 7, 8, 9, 10, 11

3 3 3 3 3 30

8 Motor supply points Part IV Item 12

3 3 3 3 3 30

9 Communication outlet Part IV Item,14

3 3 3 3 3 30

10 Fire Alarm system Part IV Item 15

3 3 3 3 3 30

11 Grounding system Part IV Item 17

3 3 3 3 3 30

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12 Electrical system tests Part IV Item 18

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SPECIFICATIONS INDEX

REVISED SPECIFICATIONS

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 02220/R SITE DEMOLITION

SECTION 02510/R WATER DISTRIBUTION

SECTION 02551/R NATURAL GAS DISTRIBUTION

SECTION 02630/R STORM DRAINAGE

SECTION 02761/R PAVEMENT MARKING

SECTION 03300/R CAST-IN-PLACE CONCRETE

SECTION 04200/R MASONRY

SECTION 05120/R STRUCTURAL STEEL

SECTION 07220/R ROOF INSULATION

SECTION 07600/R FLASHING AND SHEET METAL

SECTION 07920/R JOINT SEALANTS

SECTION 08110/R STEEL DOORS AND STEEL FRAMES

SECTION 08520/R ALUMINUM WINDOWS

SECTION 08800/R GLAZING

SECTION 09220/R INTERIOR PLASTER

SECTION 09310/R CERAMIC AND STONE COMPOSITE TILE

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 15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16303/R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS

SECTION 16510/R INTERIOR LIGHTING

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

ADDITIONAL SPECIFICATION

SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEMS

REVISED SPECIFICATIONS

Section 01100/R 21

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 22

SECTION 01101/R

PROJECT SIGN

PART 1 - PROJECT SIGN

1.1 Scope

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

PART 2 - GENERAL

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

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

The sign shall contain the following information in English:

a. Project No.

b. Project description

c. Constructed under Supervision of Base Civil Engineering

d. Contracted by 31st Contracting Squadron

e. Contractor

f. Design Engineer

g. Inspector

h. Contract Management: 31 CONS Construction Flight

i. ERP Coordinates

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

Section 01101/R 23

-- End of Section –-

Section 02220/R 24

SECTION 02220/R

SITE DEMOLITION

Add the following paragraph:

1.1.5 Electrical and Electronic Equipment Waste Disposal (RAEE)

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

Accomplishment of the European Directive Relevant to the Electrical and

Electronic Equipment Waste.

3.1 EXISTING ITEMS TO BE REMOVED

Delete the following sentence: “The existing temporary metal building shall be dismantled and will remain Contractor’s property.”

Add the following sentence: “ The existing equipment to be saved will be indicated by the Contracting Officer’s Technical Representative:”

Section 02510/R 25

SECTION 02510/R

WATER DISTRIBUTION

UNI 10910-1 (2001)Plastics piping systems for water supply - Polyethylene (PE) – General.

UNI 10910-2 (2001) Plastic piping systems for water supply - Polyethylene (PE) – Pipes.

UNI 10910-3 (2001) Plastics piping systems for water supply - Polyethylene (PE) – Fittings.

UNI 12201-1 (2004) Plastics piping systems for water supply - Polyethylene (PE) – General.

UNI 12201-2 (2004) Plastic piping systems for water supply - Polyethylene (PE) – Pipes.

UNI 12201-3 (2004) Plastics piping systems for water supply - Polyethylene (PE) – Fittings.

Add at the end of Paragraph 2.1.1 the following sentence:

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

Paragraph 2.1.1.1:

“10910-1-2-3” is replaced with “12201-1-2-3”.

Paragraph 3.1.3.2:

“10910-1-2” is replaced with “12201-1-2”.

Section 02551/R 26

SECTION 02551/R

NATURAL GAS DISTRIBUTION

UNI 9034 (1997) Gas distribution pipelines with maximum operating pressure < or = 5 bar.

Materials and joining systems.

UNI 9165 (1987) Gas distribution networks with maximum working pressures up to 5 bar.

Design, construction and testing.

UNI ISO 4437 (1988)Buried polyethylene (pe) pipes for the supply of gaseous fuels. Metric series. Specification.

UNI 9034 (2004) Gas distribution pipelines with maximum operating pressure < or = 5 bar.

Materials and joining systems.

UNI 9165 (2004) Gas distribution networks.

Pipeworks with maximum operating pressures up to 5 bar. Design, construction, testing, operation, and rehabilitation.

UNI 9860 (1998)Gas service pipes. Design, construction and testing.

UNI EN 1555 (2004) Plastic piping systems for the supply of gaseous fuels.

Paragraph 2.1.1:

“UNI ISO 4437” is replaced with “UNI EN 1555”

Add at the end of Paragraph the following sentence:

Section 02630/R 27

SECTION 02630/R

STORM DRAINAGE

Delete the following:

UNI 7613 (1976) High density polyethylene pipes for buried sewer drain. Types, dimensions and requirements.

Add the following:

UNI EN 12666-1 (2006) Plastic piping systems for non-pressure underground drainage and sewerage. Polyethylene (PE). Parte 1:

Specifications for pipes, fittings and the system.

Add at the end of Paragraph 2.1.1 the following sentence:

Section 02761/R 28

SECTION 02761/R

PAVEMENT MARKING

Add at the end of Paragraph 2.1.2.2 the following sentence:

Section 03300/R 29

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 30

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

UNI EN 934-2 (2002) Admixtures for Concrete, Mortar and

Grout. Concrete Admixtures. Definitions, Requirements, Conformity, Marking and

Labeling.

UNI EN 206-1 (2001) Concrete. Specification, Performance, Production and Conformity.

UNI 8520 (1999)Aggregates for Concrete Mixes.

Definition, Classification and Properties.

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

Part 1: Method of Test at Ambient

Temperature.

UNI ENV 10080 (2005) Steel for the Reinforcement of

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

Section 03300/R 31

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

“B450C with a minimum yield strength of 450 N/mm2”

“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:

PART 3 - EXECUTION:

Section 03300/R 32

Paragraph 3.1.2.4:

Paragraph 3.8.1:

Paragraph 3.10.4:

Section 04200/R 33

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.

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

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

Paragraph 2.8.4:

Ministerial Decree 9 Jan. 1996, FeB 44K.

Ministerial Decree dated 14 January 2008, B450C.

Section 05120/R 34

SECTION 05120/R

STRUCTURAL STEEL

Paragraph 1.1 References:

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

Coarse Thread.

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

Coarse Thread.

UNI 5714 (1975) Chamfered Plain Washers for High-

Strength Bolts for Structural Engineering.

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

Welded Tubes Suitable for Screwing in

Accordance with UNI ISO 7/1.

CNR UNI 10011 (1988) Steel Structures - Instructions for

Design, Construction, Testing and

Maintenance.

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

1: Technical Delivery Conditions for

Special Steels (Includes Amendment

A1:1996).

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 14399-3 (2005) High-Strength Structural Bolting

Assemblies for Preloading.

Part 3: System HR – Hexagon Bolt and Nut

Assemblies.

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

Part 4: System HV – Hexagon Bolt and Nut

Assemblies.

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

Part 5: Plain Washers.

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

Section 05120/R 35

Part 6: Plain Chamfered Washers.

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

Welding and Threading – Technical Delivery

Conditions.

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

Part 1: General Technical Delivery

Conditions.

CNR UNI 10011 (1997) Steel Structures - Instructions for

Design, Construction, Testing and

Maintenance.

Paragraph 1.2 System Description:

Replace:

“CNR UNI 10011” with “CNR 10011”

Paragraph 1.3.1 Shop Drawings:

“a. Sliding hoist beams

b. Hoist runways

c. Sliding hoist beams bearing system”

Paragraph 1.4.1 Drawing Requirements

Paragraph 2.2.1 Structural steel:

“Runways and sliding crane beams structure. The applied materials shall be made of:

- Fe 360 B Steel beams according to CNR 10011/97 norm

- Fe 3430 B Steel plates according to CNR 10011/97 norm

- Fe 3430 B Steel sheets according to CNR 10011/97 norm”

Paragraph 2.1.1 Steel Shapes:

“COSTRUZIONI CIMOLAI ARMANDO S.p.A.

33170 Pordenone

(PN) – Italia

Via Ungaresca, 38

Tel: 0434/5581

Fax: 0434/361401

Section 05120/R 36

OFFICINE PICCINI

06132 Perugia

(PG) – Italia

S.S. Trasimeno Ovest 161/c

Tel: 075/51801

Fax: 075/5179166

Other manufacturers meeting the requirements of this specification are

Paragraph 2.2.3 Steel Pipe:

“UNI 8863-A1” with “UNI EN 10255”

Paragraph 2.3.1 High-Strength bolts:

“UNI 5712” with “UNI EN 14399-3 and UNI EN 14399-4”

Paragraph 2.3.2 Nuts:

“UNI 5713” with “UNI EN 14399-3 and UNI EN 14399-4”

Paragraph 2.3.3 Washers:

“UNI 5714” with “UNI EN 14399-5 and UNI EN 14399-6”

Paragraph 2.3.4.1 Bolts:

“UNI EN 10083-1+A1” with “UNI EN 10083-1”

Paragraph 2.3.4.2 Nuts:

“U…