ASHP_15-1019_Technical_Specifications_MDT_2017.pdf

U.S. AIR FORCE

31ST FIGHTER WING

31ST CES/CENM

AVIANO AIR BASE, ITALY

33100 UDINE (I) – VIA DEL PARTIDOR, 7

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

PROJECT : ASHP 15-1019

SUBMITTAL : 100%

SUBMITTAL DATE : JUN 2015

Technical Specifications

Project : ASHP 15-1019 CNS INERT MUNITION STORAGE FACILITY

AND DEMO MULTI FACILITIES, AREA G, AVIANO AB, ITALY.

Location : Area G, Aviano Air Base, Aviano, Italy

Project Phase:

100% FINAL

Date:

JUN 2015

Prepared and Submitted by:

“HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT ASHP 15-1019 PERTAINING TO CNS INERT MUNITION

STORAGE FACILITY AND DEMO MULTI FACILITIES, AREA G AVIANO AIR BASE, I DECLARE THAT I HAVE ACCERTAINED

THAT THE STRUCTURES AND THE TECHNOLOGICAL SYSTEMS INCLUDED THEREIN COMPLY WITH THE APPLICABILE

ITALIAN NORMS.

DATE: JUN 2015

SIGNATURE

mailto:studio@contiassociati.it

1 ASHP 15-1019_AC1_100%EN

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2 ASHP 15-1019_AC1_100%EN

Summary:

AC1 - 1 SCOPE OF PROJECT

AC1 - 2 LEED CERTIFICATION

AC1 - 3 SUBMITTAL OF MATERIALS

AC1 - 4 CONSTRUCTION AREA SCREENING

AC1 - 5 PROJECT SIGN

AC1 - 6 JOB SITE MOBILIZATION

AC1 - 7 SAFETY

AC1 - 8 HAZMAT/HAZWASTE HOUSEKEEPING

AC1 - 9 PRESERVATION OF EXISTING CONDITIONS

AC1 - 10 WORK SITE CONDITIONS

AC1 - 11 AIRFIELD SAFETY TRAINING

AC1 - 12 PARKING

AC1 - 13 ACCESS ROUTES

AC1 - 14 TRUCKING AND ROADS

AC1 - 15 NOISE CONTROL

AC1 - 16 EXCAVATIONS

AC1 - 17 LAWN MAINTENANCE

AC1 - 18 LAWN ESTABLISHMENT

AC1 - 19 CONSTRUCTION SITE RESTORATION

AC1 - 20 PROCEDURES AND WORK PHASES

AC1 - 21 SALVAGEABLE MATERIALS

AC1 - 22 CONSTRUCTION DRAWINGS

AC1 - 23 TECHNICAL SPECIFICATION

AC1 - 24 ADDITIONAL SPECIFICATIONS

AC1 - 25 REVISED MASTER SPECIFICATIONS

AC1 - 26 ADDITIONAL NORMS AND STANDARDS

AC1 - 27 FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS

ASHP 15-1019 CNS INERT MUNITION STORAGE FACILITY AND DEMO MULTI FACILITIES, AREA G, AVIANO AB, ITALY.

AC1 - 1 SCOPE OF PROJECT

The Scope of this project is to construct a metal facility 15.0x95,7x6.0mt (net internal height) to store inert munitions. Structure will be composed by reinforced concrete foundation beams, hot galvanized metal profiles for columns, roof trusses and roof secondary beams, pre-painted metal sandwich panels for roof and new facility sides. Access to the facility will be granted by double sliding doors located on both end of the facility. The facility shall be protected by grounding and lighting protection system and shall be provided with internal and external lighting system and internal electrical power distribution system.

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

Project includes demolition of 4 obsolete facilities 1529, 1530, 1531 and 1533.

List of works items will be divided in part. A - NEW WORKS and Part D – DEMO WORKS.

SITE PLAN

NEW FACILITY SITE

FACILITY TO

BE DEMO

Part A –NEW WORKS.

PART I DEMOLITION, EXCAVATION AND REMOVALS

Part Ia – Architectural Works

Not Applicable

Part Ib – Structural Works

– Excavation for foundations.

Part Ic – Civil Works

– Removal/milling of asphalt;

– Removal of concrete curbs;

– Removal of concrete pads;

– Excavation for new facility and external area sub-base.

Part Id – Mechanical Works

Part Ie – Electrical Works

PART II ARCHITECTURAL, STRUCTURAL AND CIVIL WORKS

Part IIa – Architectural Works

– Supply and installation of factory painted metal sandwich panels for new facility roof and sides;

– Supply and installation of new galvanized, factory painted steel sheet gutters, downspouts, and carter;

– New roof safety anchors;

– New reinforced industrial floor for internal area;

– New external factory painted metal sandwich doors complete with door frame, hardware and accessories;

– New external factory painted metal sandwich sliding door complete with door frame, hardware and accessories;

– New fire extinguisher cabinets complete with fire extinguisher;

– All other items of work as indicated on drawings, schedule of work items and in accordance with Aviano Standards.

Part IIb – Structural Works

– New lean concrete for foundations C16/20;

– New concrete for foundations C20/25;

– Steel re-bars B450C for reinforced concrete;

– New S275 hot galvanized metal structure including metal profiles, plates, bolts, nuts, connectors, accessories;

Part IIc – Civil Works

– New compacted sub-base gravel material for sub-base;

– New reinforced industrial floor for external area;

– New concrete curbs for road and sidewalks;

– New bituminous pavement (8cm binder, 3cm wearing course) for roads;

– New concrete pits for underground utilities;

– New pipes for underground utilities;

– New top soil and grass seeding for external area restoration.

PART III MECHANICAL WORKS

PART IV ELECTRICAL WORKS

– Supply and installation of internal lighting system;

– Supply and installation of internal electrical power distribution system;

– Supply and installation of L.P.S;

– Supply and installation of external lighting system;

– Supply and installation of grounding system;

– Furnishing and installation of new electric feeding line for the main distribution of the munitions storage, originating from the main distribution panel of the substation n°15706, connecting to section 400V normal power, 3PH neutral ground, 50Hz..

– Furnishing and installation of n°1 secondary distribution panels, with moulded-case and miniature circuit breakers.

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

Part D – DEMO WORKS

– Demolition of bituminous and concrete pavement;

- Demolition of facilities 1529, 1530, 1531 and 1533, including roofs metal panels, flashing, gutters, downspouts, side metal panels, metal structure, concrete foundations, internal flooring, partitions, ceiling, internal electrical, HVAC systems, external fuel tank and fuel piping system, external concrete sidewalk, external grounding system, roof lightening protection system and any other item installed into the facilities. Asbestos containing material (ACM) is present in Fac.1530 into plaster and gaskets. This item will include sampling, removal and disposal of ACM in accordance with applicable norms.

AC1 - 2 LEED CERTIFICATION

Not Required

AC1 - 3 SUBMITTAL OF MATERIALS

In accordance with Paragraph 2.5 of the technical specification No. 01100/R, entitled “GENERAL

CONDITIONS” of the Master Specifications, the materials listed in "MATERIAL SUBMITTAL SCHEDULE" shall be submitted as required by the time schedule indicated, for the approval by the Contracting Officer’s

Technical Representative. The Contractor shall provide, for all the materials that will be furnished and installed, a written certification, completed with catalog data from which shall be clear the total absence of toxic-noxious materials. The number of copies will be as required on "MATERIAL SUBMITTAL SCHEDULE"

AC1 - 4 CONSTRUCTION AREA SCREENING

All construction sites and material storage areas shall be securely fenced around the entire perimeter within an area defined by the Contracting Officer’s (C.O.) Technical Representative. Bilingual signs, "VIETATO

L'INGRESSO - LAVORI IN CORSO / WORK AREA - NO ENTRY" shall be placed at the work area entry and along each side of the fencing. Fence type, height, and screening color should also be specified by the Base

Civil Engineering (BCE). Fencing shall be completely secured at top and bottom to prevent access. Fences shall be screened with opaque screening material to prevent visibility inside the fenced area. Fences and screens shall be adequately staked and/or anchored to prevent blowing over during high wind conditions.

Contractor shall not start installation of area screening until approved, in writing, by Contracting Officer

(C.O.). Contractor shall submit photos or samples of the screening material for approval by C.O. The

Contractor shall replace or repair in a timely manner, as determined by C.O., all fences and screening sections that have damage or develop unsightly rips or holes. It is strictly forbidden to install advertisement signs and/or logos including contractor’s along the construction site fence. At the end of the work or when exterior work requires it, temporary fencing shall be removed. Night warning lights shall be installed to illuminate the work area, from sunset to dawn.

AC1 - 5 PROJECT SIGN

The Contractor shall furnish a project sign on site in accordance with Section 01101/R. The sign shall be made of a durable material and maintained in good condition. Lettering is to be white gloss, exterior-type enamel. The sign and posts shall be given one prime coat and two finish coats of dark brown gloss exterior enamel paint. The sign shall be erected at the designated location and shall be maintained in good condition by the Contractor until completion of the contract. The sign shall remain the property of the Contractor and shall be removed from the site upon final inspection and acceptance of the facility. Contractor identification and logo shall be allowed only on this sign and nowhere else on the exterior of the job site, with the exception of company vehicles. There should be no signs for the purpose of advertising anywhere on the site. Contractors shall submit sign proposal to C.O. for approval.

AC1 - 6 JOB SITE MOBILIZATION

The Contractor shall submit a proposal to C.O. diagramming their construction site and all material storage areas in locations separate from a construction site. The Contractor shall submit this plan 14 calendar days prior to the start of construction. Material mobilization and construction execution cannot begin until the plan has been approved by the base. Jobsite utility connections are the responsibility of the Contractor and shall be coordinated through BCE. Temporary overhead utility runs are prohibited. Contractor shall include a plan for supplying required utilities to their site in their proposal.

AC1 - 7 SAFETY

Contractor shall provide barricades, traffic control signs and construction safety signs that meet installation standards and comply with all applicable laws. Actual location, size and final arrangement of these items shall be discussed and approved by the C.O. prior to installation. Such approved items shall be of uniform size, design and color. All cones, barricades, warning lights, temporary signs and protective devices shall conform to the current host nation requirements (D.M. 81/08) and other applicable norms.

AC1 - 8 HAZMAT/HAZWASTE HOUSEKEEPING

Prior to bringing any hazardous material onto the base, the Contractor must contact BCE to coordinate the storage and handling of all hazardous materials. Contractor is responsible for complying with all applicable environmental regulations and laws pertaining to the storage, handling, and transportation of hazardous materials and hazardous waste.

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

Material Safety Data Sheets: The Contractor shall furnish English language versions of the Material Safety Data Sheets (MSDS) of hazardous materials, chemical, toxic, and noxious, that will be used in the construction work, to 31st CES/CEAV for approval and coordination through SEG and SGPB. The Contracting Officer will provide sample of the MSDS form to the Contractor.

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

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

Liquid, flammable or toxic substances: Any liquid, flammable, or any other toxic substances that are required for the execution of the works, shall be kept in properly labeled, special containers. Relative data (quantity, characteristics and location) shall be transmitted to 31st CES/CEF or 31st CES/CEAV.

AC1 - 9 PRESERVATION OF EXISTING CONDITIONS

The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized by C.O. to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound. The Contractor shall return all areas disturbed during construction to their original condition before final acceptance by the base.

AC1 - 10 WORK SITE CONDITIONS

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

a) Building interior area: The Contractor shall remove and dispose, if not otherwise directed by the

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

b) Building Location: The project site is located within a restricted area. Contractor will be escorted and guarded at all time during works execution. 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.

c) Administrative Containers: Containers required on site for administrative reasons (office space, conference space, break room) must be in like new condition and painted a color which coordinates with the base architectural plan and is approved by C.O., unless it is hidden by the opaque fencing material. Administrative containers in need of painting and / or repairs or that are in an unsightly condition will not be allowed at the project site. A nameplate, no greater than 0.5 meters X 0.5 meters in size, shall be displayed on the exterior of all trailers which lists the name of the Contractor’s company, 24-hour Contractor’s point(s) of contact (POC) and telephone number where they can be reached.

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

e) Loading and Unloading of Construction Materials and Equipment: Unloading of materials will be allowed within the fenced work area. Contractor's personnel, vehicles and equipment must not obstruct access roads to other buildings. Temporary parking of vehicles, for loading or unloading materials and equipment is permitted in the proximity of the work area; unless such operations will obstruct traffic flow.

f) Housekeeping and Site Cleanup: At the end of each working day, the Contractor shall be responsible for cleaning the area surrounding the building involved in the work. Since the adjacent buildings are used every day, the Contractor shall provide that the surrounding areas are kept constantly clean and accessible, completely safe, and that the facilities are not in any way aesthetically damaged, even temporarily. Such functions include disposal of accumulated waste materials and rubbish and other operations necessary to present a neat appearance at all times. Grass within the construction sites and material storage areas shall never exceed 10 cm in height. All rubbish and waste materials shall be placed in Contractor furnished containers. Contractors shall ensure all light weight debris at the construction site is properly secured in waste receptacles so that it does not blow to another area or onto the airfield. During the laying of asphalt roads, streets and/or parking surfaces, areas soiled by residual asphalt shall be cleaned the same day.

AC1 - 11 AIRFIELD SAFETY TRAINING

Work site area is outside Airfield Area. Contractor shall contact the office “Airfield Management” before installing/using special tools and equipment (cranes, truck with tall arms, lifters, etc).

AC1 - 12 PARKING

Contractor or Contractor’s employees, including subcontractors, shall obey all traffic laws on installation.

The Contractor shall park all vehicles, including heavy equipment vehicles, only in unobtrusive locations within the fence line of the construction site or lay-down areas. Every effort must be made to avoid parking vehicles or heavy equipment where it can be easily observed by the public. The Contractor shall not park outside the construction zone unless approved through C.O. The Contractor shall clearly identify their vehicles through the use of company logos or signs on their vehicles.

AC1 - 13 ACCESS ROUTES

The project site is located within a restricted area. Contractor will be escorted and guarded at all time during works execution.

The Contractor shall provide a haul route plan for approval by C.O.

For road detour/closures the Contractor shall submit a written request to the Contracting Officer or his authorized representative for approval four (4) weeks prior to his scheduled starting of work.

AC1 - 14 TRUCKING AND ROADS

Trucks loaded with loose material that can create a dust, debris or falling hazard shall be secured and covered. Fasten suitable cover, such as tarpaulin, over the load before entering surrounding streets. The

Contractor is solely responsible for spillage from their vehicles and such spillage shall be cleaned up immediately. All roads shall be maintained free of debris at all times. The Contractor is responsible for ensuring all haul routes and site access areas are maintained in a clean and orderly fashion, free from mud, debris and clutter at all times. Special consideration must be given to haul routes that cross active taxiways.

No amount of debris at these locations shall be tolerated. The Contractor shall sweep these areas continuously as long as material deliveries are being made.

AC1 - 15 NOISE CONTROL

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

AC1 - 16 EXCAVATIONS

Every trench/excavation shall be returned to its original condition within ten days of the original excavation;

this may be extended to 30 days if approved by the BCE. Contractor shall phase trenching and excavation operations in order to comply. At minimum, Contractor shall restore the site to pre-excavation conditions. All soil stockpiles shall be hidden from view to the maximum extent possible. Prior approval by BCE is required if soil stockpiles are to remain exposed for long periods of time. Dust control measures are the responsibility of the Contractor and shall be implemented as directed by BCE. All road cuts must be approved by BCE prior to execution.

AC1 - 17 LAWN MAINTENANCE

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

AC1 - 18 LAWN ESTABLISHMENT

Within seven (7) workdays of actual completion of work at contract site, the Contractor shall prepare all disturbed areas inside and outside of the fenced site for sodding, or hydro-seeding, as provided in contract specifications. Contractor shall restore the site to a condition and appearance equal to or better than existing before the work occurred. Such restoration work will not be considered complete, and the facility not accepted, until approved by BCE. Additionally, no seeding shall be authorized for lawn establishment, whether new, or for restoration purposes unless specifically authorized by C.O.

AC1 - 19 CONSTRUCTION SITE RESTORATION

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

Government acceptance of the project site.

AC1 - 20 PROCEDURES AND WORK PHASES

Prior to starting any work the Contractor shall submit a Work Plan for approval by the Contracting Officer.

AC1 - 21 SALVAGEABLE MATERIALS

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

Representative. It shall be the responsibility of the Contractor to provide containers for material disposal and/or transportation of the salvageable items. All discarded materials shall be transported to an authorized public dump site by the Regional and National Regulation according to the typology of the related material.

Transportation of discarded materials shall be extended, to an authorized dump site, even if the dump site is located outside the authority limits of the Aviano City Council Territory.

AC1 - 22 CONSTRUCTION DRAWINGS

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

DRAWING # SHEET # DESCRIPTION

GENERAL

01 of 20 T-01 PROJECT TITLE SHEET AND MAPS

02 of 20 T-02 LIST OF DRAWINGS - GENERAL NOTES

CIVIL

03 of 20 C-01 EXISTING CONDITION - SURVEY, REMOVAL & DEMOLITION PLANS

04 of 20 C-02 NEW CONDITION – GENERAL PLAN

05 of 20 C-03 NEW CONDITION – NEW CIVIL WORK FOR ELECTRICAL SYSTEM

06 of 20 C-04 NEW CONDITION – CONSTRUCTION DETAILS

ARCHITECTURAL

07 of 20 A-01 NEW CONDITION – GROUND FLOOR PLAN

08 of 20 A-02 NEW CONDITION – ROOF PLAN

09 of 20 A-03 NEW CONDITION – VIEWS AND SECTIONS

10 of 20 A-04 NEW CONDITION – DOORS SCHEDULE AND DETAILS

11 of 20 A-05 NEW CONDITION – CONSTRUCTION DETAILS

STRUCTURAL

12 of 20 S-01 NEW CONDITION – GENERAL NOTES AND LEGEND

13 of 20 S-02 NEW CONDITION – FOUNDATION PLAN AND DETAILS

14 of 20 S-03 NEW CONDITION – VERTICAL STRUCTURES AND ROOF PLAN

15 of 20 S-04 NEW CONDITION – STRUCTURAL DETAILS

ELECTRICAL

16 of 20 E-01 LEGEND AND GENERAL NOTES

17 of 20 E-02 NEW CONDITION- GROUNDING SYSTEM AND LPS SYSTEM

18 of 20 E-03 NEW CONDITION- ELECTRICAL SYSTEM

19 of 20 E-04 NEW CONDITION- ELECTRICAL SYSTEM DETAIL 1

20 of 20 E-05 NEW CONDITION- ELECTRICAL SYSTEM DETAIL 2

AC1 - 23 TECHNICAL SPECIFICATION

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

02315 EXCAVATION AND FILL

02724 AGGREGATE AND SAND BASE COURSES

02921 TURF

02935 LANDSCAPE MAINTENANCE

See Paragraphs AC1-24 and AC1-25 and AC1-26 for the other applicable specifications.

AC1 - 24 ADDITIONAL SPECIFICATIONS

In addition to the Norms and Specifications contained in the Master Specifications as noted in Section AC1-

23 of these Technical Specifications, the following Additional Specifications shall apply to this project:

Not applicable

AC1 - 25 REVISED MASTER SPECIFICATIONS

In addition to the Norms and Specifications contained in the Master Specifications as noted in Section AC1-

23 of these Technical Specifications, the following Revised Master Specifications shall apply to this project

01100/R GENERAL CONDITIONS

01101/R PROJECT SHEET

02220/R SITE DEMOLITION

02630/R STORM DRAINAGE

03300/R CAST-IN-PLACE CONCRETE

05120/R STRUCTURAL STEEL

05500/R METAL FABRICATIONS

07600/R FLASHING AND SHEET METAL

07920/R JOINT SEALANTS

08110/R STEEL DOORS AND STEEL FRAMES

08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

16050R BASIC ELECTRICAL MATERIALS AND METHODS

16303R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

16316R SWITCHBOARDS

16402R INTERIOR DISTRIBUTION SYSTEM

16510/R INTERIOR LIGHTING

16530/R EXTERIOR LIGHTING

264100/R LIGHTNING PROTECTION SYSTEM

AC1 - 26 ADDITIONAL NORMS AND STANDARDS

Furthermore the works included in this project shall be in accordance, when applicable norms like Aviano

Design Guide 2011 Revision, NFPA, ASTM, UL, HANDBOOKS, Norms and Standards, whose manuals and regulations are available for review at the Contracting Officer.

AC1 - 27 FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS

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

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

2. All installed mechanical and electrical equipment shall have the required Italian Mark of Quality and shall conform to D.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. 626/96 and subsequent modifications which apply the Directive 93/68/CEE.

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

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

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

Engineer to be selected among three candidates proposed by the Contractor to the Contracting

Officer in accordance with Law No. 37 dated 22 January 2008.

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

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

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

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

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

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

REVISED MASTER SPECIFICATIONS

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 02220/R SITE DEMOLITION

SECTION 02630/R STORM DRAINAGE

SECTION 03300/R CAST-IN-PLACE CONCRETE

SECTION 05120/R STRUCTURAL STEEL

SECTION 05500/R METAL FABRICATIONS

SECTION 07600/R FLASHING AND SHEET METAL

SECTION 07920/R JOINT SEALANTS

SECTION 08110/R STEEL DOORS AND STEEL FRAMES

SECTION 08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16303/R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

SECTION 16316/R SWITCHBOARDS

SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS

SECTION 16510/R INTERIOR LIGHTING

SECTION 16530/R EXTERIOR LIGHTING

SECTION 264100/R LIGHTNING PROTECTION SYSTEM

Section 01100/R 14

SECTION 01100/R

GENERAL CONDITIONS

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

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

-- End of Section -

Section 01101/R 15

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 16

-- End of Section –-

ASHP 15-1019 CNS MUNITION STORAGE FACILITY AND

DEMO MJULTI FACILITIES

,AREA F

AREA G, AVIANO AIR BASE ITALY

Section 02220/R 17

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.

-- End of Section –-

Section 03300/R 18

SECTION 02630/R

STORM DRAINAGE

Paragraph 1.1:

Delete:

UNI 7613 (1976) High Density Polyethylene Pipes for Buried Sewer

Drain. Types, Dimensions, and Requirements.

Add:

UNI EN 12666 (2006) Plastic Pipe Systems for Non-pressure

Underground Drainage and Sewerage – Polyethilene

(PE) – Part 1: Specifications for Pipes, Fittings and the

System.

Add at the end of Paragraph 2.1.1 the following sentence:

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

-- End of Section --

Section 03300/R 19

SECTION 03300/R

CAST-IN-PLACE CONCRETE

Paragraph 1.1:

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

(At Ambient Temperature).

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

Weldable Ribbed Reinforcing Steel B500. Technical

Delivery Conditions for Bars, Coils and Welded Fabric.

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

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

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

UNI 8520 (1999)Aggregates for Concrete Mixes.

Definition, Classification and Properties.

UNI EN 10002-1 (2004)Metallic Materials. Tensile Testing. Part 1: Method of Test at Ambient Temperature.

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

Weldable Ribbed Reinforcing Steel B500. Technical

Delivery Conditions for Bars, Coils and Welded Fabric.

UNI EN 934-2 (2007) Admixtures for Concrete, Mortar and Grout. Part

2: Concrete Admixtures. Definitions, Requirements, Conformity, Marking and Labeling.

Section 03300/R 20

UNI EN 206-1 (2006) Concrete. Part 1: Specification, Performance, Production and Conformity.

UNI 8520-1 (2005)Aggregates for Concrete.

Additional Provisions for the Application of EN 12620.

Part 1: Conformity Criteria.

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

Circolare n.617

Dated 02 February 2009 “Application Guidance for Technical Norms for

Constructions”.

Section 05120/R 21

SECTION 05120/R

STRUCTURAL STEEL

Paragraph 1.1 References:

UNI 5712 (1975) High-Strength Large Hexagon Screws for

Structural Engineering - ISO Metric Coarse Thread.

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

Engineering - ISO Metric Coarse Thread.

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

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

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

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

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

Technical Delivery Conditions for Special Steels

(Includes Amendment A1:1996).

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

Preloading.

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

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

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

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

Section 05120/R 22

Part 5: Plain Washers.

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

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:

Shop Drawings

Paragraph 1.4.1 Drawing Requirements

Paragraph 2.2.1 Structural steel:

Section 05120/R 23

Paragraph 2.1.1 Steel Shapes:

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

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:

Section 05120/R 24

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

Paragraph 2.3.4.2 Nuts:

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

Paragraph 2.3.4.3 Washers:

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

Paragraph 2.6.2 Shop Primer:

“CNR UNI 10011” with “CNR 10011 norm”

Paragraph 3.3 Connections:

“CNR UNI 10011” with “CNR 10011 norm”

Paragraph 3.3.1 High-Strength bolts:

Paragraph 3.4 Welding:

Section 05120/R 25

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

Paragraph 3.6.2.1 Testing bolt, nut, and washer assemblies:

Section 05500/R

SECTION 05500/R

METAL FABRICATIONS

Paragraph 1.1 Applicable Publications:

UNI EN 10025 (1995) Hot Rolled Products of Non - Alloys Structural

Steel. Technical Delivery Conditions.

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

(at Ambient Temperature).

UNI 564 (1960) Metal Materials Mechanical Tests. Bend Test.

CNR 10011/85 Steel Constructions - Calculation, Execution and

Maintenance Instructions.

CNR 10016/85 Steel and Concrete Compound Truss - Calculation and

Execution Instructions.

CNR 10022/85 Cold Sections - Instruction for the Use in Constructions.

CNR 10029/85 High Resistance Steel Constructions. Calculation, Execution, Test and Maintenance Instructions.

UNI EN 10025-1 (2005) Hot Rolled Products of Structural Steels. Part 1:

General Technical Delivery Conditions.

UNI EN 10025-2 (2005) Hot Rolled Products of Structural Steels. Part 2:

Technical Delivery Conditions for Non-Alloy Structural

Steels.

UNI EN 10002-1 (2004) Metallic Materials. Tensile Testing. Part 1: Method of Test Ambient Temperature.

Section 05500/R 27

UNI EN ISO 7438 (2005) Metallic Materials. Bend Test.

UNI EN 10029 (1992) Hot Rolled Steel Plates 3 mm Thick or Above.

Tolerances on Dimensions, Shape and Mass.

-- End of Section –

Section 07600/R 28

SECTION 07600/R

FLASHING AND SHEET METAL

Paragraph 1.1 Applicable publications:

UNI 9001-2 (1987) Wrought Primary Aluminum and Aluminum Alloys.

Aluminum Group. Al 99,5 (1050 A).

UNI 5649-1-2 (1988) Copper. Wrought Coppers. Qualities, Requirements and Tests.

UNI EN 10142 (2002) Continuously Hot-Dip Zinc Coated Low Carbon

Steels Strip and Sheet for Cold Forming. Technical

Delivery Conditions.

UNI EN 10130 (2000) Cold Rolled Low Carbon Steel Flat Products for

Cold Forming. Technical Delivery Conditions.

UNI EN 10152 (1994) Electrolytically Zinc Coated Cold Rolled Steel Flat

Products. Technical Delivery Conditions.

UNI EN 10327 (2004) Continuously Hot-Dip Coated Strip and Sheet of

Low Carbon Steel for Cold Forming. Technical Delivery

Conditions.

UNI EN 10130 (2007) Cold Rolled Low Carbon Steel Flat Products for

Cold Forming. Technical Delivery Conditions.

UNI EN 10152 (2004) Electrolytically Zinc Coated Cold Rolled Steel Flat

Products. Technical Delivery Conditions.

Paragraph 2.2.1 Steel Sheet, Zinc Coated (Galvanized):

“UNI EN 10142” with “UNI EN 10327”.-- End of Section --

Section 07920/R 29

SECTION 07920/R

JOINT SEALANTS

Add at the end of Paragraph 2.2 the following sentence:

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

Section 08110/R 30

SECTION 08110/R

STEEL DOORS AND STEEL FRAMES

EN 9774 (1990) Thermal Insulation Materials -Application

Categories and Basic Requirements - Guidelines for the

Harmonization of International Standards and Other

Specifications.

ISO 834 (1975) Fire Resistance Tests – Elements of Building

Construction; Amendment 1:1979; Amendment 2: 1980.

ISO 3008 (1976) Fire-Resistance Tests - Door and Shutter

Assemblies.

ISO 3009 (1976) Fire Resistance Tests – Glazed Elements.

ISO 4898 (1984) Cellular Plastics – Specification for Rigid Materials

Used in the Thermal Insulation of Buildings.

ISO 5925/1 (1981) Fire Tests - Evaluation of Performance of Smoke

Control Door Assemblies - Part 1: Ambient Temperature

Test.

UNI 7962 Buildings, Doors, Terminology and Symbology.

EN 9774 (1990) Thermal Insulation for Building Application -

Guidelines for Selecting Properties.

Section 08110/R 31

ISO 834 (2003) Fire Resistance Tests – Elements of Building

Construction.

ISO 3008 (2007) Fire-Resistance Tests - Door and Shutter

Assemblies.

ISO 3009 (2003) Fire Resistance Tests - Elements of Building

Construction – Glazed Elements.

ISO 4898 (2006) Rigid Cellular Plastics – Thermal Insulation

Products for Buildings.

ISO 5925-1 (2007) Fire Tests – Smoke-control Door and Shutter

Assemblies - Part 1: Ambient Temperature and Medium

Temperature Leakage Tests.

ASTM E 90 (2001) Standard Test Method for Laboratory

Measurement of Airborne Sound Transmission Loss of

Building Partitions and Elements

UNI 7962 (1987) Buildings. Doors. Terminology and Symbology.

UNI EN 12519 (2005) Windows and Pedestrian Doors. Terminology.

UNI EN 10327 (2004) Continuously Hot-Dip Coated Strip and Sheet of

Low Carbon Steels for Cold Forming. Technical Delivery

Conditions.

UNI EN ISO 140-4 (2000) Measurement of Sound Insulation in Buildings and of Building Elements. Field Measurements of Airborne

Sound Insulation Between Rooms.

Paragraph 1.2.1 Shop Drawings:

“blast resistant”

Section 08110/R 32

Read the sentence as follows:

“Submit door and frame locations, architectural door number, fire rating and indication of the construction details referring to the submitted shop drawings.”

Paragraph 1.2.4 Design Data:

“blast loads”

“Structural calculations.”

Paragraph 1.2.5 Test Reports:

“Resistance to blast loads”

“REI tests.”

Paragraph 1.3.2 Rated Assembly Coordination:

“and/or blast resistant”

“Contractor shall coordinate selection of steel door and frame materials and products specified herein with door hardware to ensure that fire rated assemblies meet all U.S. and Italian related requirements.”

Section 08110/R 33

Paragraph 1.4.1 Blast Resistance Criteria

Delete the whole paragraph

Paragraph 2.1.4 Blast Resistance Fabrication:

Delete the whole paragraph.

Paragraph 3.1.4:

Delete from title and sentence:

“Blast resistant”

Section 08120/R 34

SECTION 08120/R

ALUMINUM DOORS, FRAMES AND SIDELIGHTS

UNI EN 288-4 (1993) Specification and Qualification of

Welding Procedures for Metallic Materials

- Part 4: Welding Procedure Tests for the

Arc Welding of Aluminum and its Alloys.

UNI EN ISO 10077-1 (2002) Thermal Performance of Windows, Doors and

Shutters - Calculation of Thermal Transmittance -

Simplified Method.

UNI 10680 (1997) Aluminum and Aluminum Alloys. Aluminum

Alloys Thermal Break Profiles. Requirements and Test

Methods.

UNI EN ISO 15614-2 (2006) Specification and Qualification of Welding

Procedures for Metallic Materials - Welding Procedure

Test - Part 2: Arc Welding of Aluminum and its Alloys.

UNI EN ISO 10077-1 (2007) Thermal Performance of Windows, Doors and

Shutters - Calculation of Thermal Transmittance - Part 1:

General.

UNI EN 14024 (2005) Metal Profiles with Thermal Barrier - Mechanical

Performance - Requirements, Proof and Tests for

Assessment.

Paragraph 1.2.4 Design data:

Section 08120/R 35

Paragraph 1.2.5 Test Reports:

Paragraph 2.2.1 Doors, Frames and Accessories:

Delete at the end of fourth sentence:

“in any case they shall resist to the blast.”

Subparagraph “c.”:

“UNI EN 288-4.” in first sentence and the whole second sentence.

“UNI EN ISO 15614-2.”

Subparagraph “f.”:

Delete the whole paragraph

Paragraph 2.2.4 Provisions for Glazing:

Delete last sentence.

Paragraph 2.2.5 Anchors:

Delete second sentence.

Paragraph 2.4.1 Available Manufacturers:

Section 08120/R 36

NORMANT SECURITY GROUP

3224 Mobile Hwy

Montgomery, AL 36108

ATTN: Steve Scoggin

Tel: (334) 286-4246

Fax: (334) 286-4399

Email: steve-scoggin@normantind.com

SAELZER GMBH

Dietrich-Bonhoeffer-Str.1-3

D-35037 Marburg

ATTN: Frank Rummler

Tel: 49 (0) 6421/938-100

Fax: 49 (0) 6421/938-190

Email: rummler@saelzer.de

Or suelzer@saelzer.de

PENSHER SKYTECH LTD

Felling Works, William Street, Felling, Gateshead

Tyne & Wear NE 100JP – U.K.

Tel: 0044(0)1914380455

Fax: 0044(0)19114302328

METRA SERVICE

37169 Villafranca

(VR) Italia

Via 1° Maggio, 12

Tel: +39(0)45/6303320

Fax: +39(0)45/6303318

SCHÜCO INTERNATIONAL srl

35030 Sarmeola

(PD) Italia

Via Della Provvidenza,141

Tel: +39(0)49/8226900 mailto:suelzer@saelzer.de

Section 08120/R 37

Fax: +39(0)49/8226952

Paragraph 2.9 FABRICATION OF ALUMINUM FRAMES:

Delete second and third sentence.

Paragraph 2.10.1 Sizes, Clearance and Edge Treatment:

Delete from first sentence:

“and not less than 75 mm thick, and in any case they shall resist to the blast.”

Section 16050/R 38

SECTION 16050/R

BASIC ELECTRICAL MATERIALS AND METHODS

Delete the Section on its entirety and substitute it with the following:

REFERENCES

The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

ITALIAN ELECTROTECHNICAL COMMITTEE (CEI)

CEI 64-8 (2012) Electrical Installations of Buildings.

CEI 0-21 (2012) Technical Regulation for the Active and passive user connection to BT networks of Energy delivery companies.

RELATED REQUIREMENTS

This section applies to all sections of Division 16, "Electrical," of this project specification unless specified otherwise in the individual sections.

DEFINITIONS

a. Unless otherwise specified or indicated, electrical and electronics terms used in these specifications, and on the drawings, shall be as defined in the relevant CEI Norms.

b. The technical sections referred to herein are those specification sections that describe products, installation procedures, and equipment operations and that refer to this section for detailed description of submittal types.

c. The technical paragraphs referred to herein are those paragraphs in PART 2 -

PRODUCTS and PART 3 - EXECUTION of the technical sections that describe products, systems, installation procedures, equipment, and test methods.

d. All CEI Norms included in each Section are applicable including the CEI Norms

Section 16050/R 39 referred in each CEI indicated as reference but not included in each Section of the

Specifications.

e. The works that does not meet mentioned requirements shall not be performed. The works completion materials, installations, and systems must comply with all current and applicable Italian Laws, Norms and local regulations, therefore is a Contractor responsibility to perform any change needed to achieve that scope.

ELECTRICAL CHARACTERISTICS

Electrical characteristics for this project shall be 400/23V nominal primary voltage, three phase+n, four wire, 50 Hz.

ENEL Delivery Points

Building 15706 Areas G.

ENEL Power Network Characteristics

a. Areas G.

a.1 Rated Voltage: 20 kV.

a.2 Neutral Operation: Grounded through impedance.

a.3 Three-phase short circuit current: 12.5 kA.

a.4 Ground fault single phase current: 50 A.

a.5 Ground fault single phase resetting time: >> 10 seconds.

a.6 1st step current (overload): 270 A at 0.7 seconds.

a.7 2nd step current (short circuit): 720 A at 0.12 seconds.

a.8 Ground homopolar maximum current: <=307 A at 0.17 seconds.

a.9 Directional current: 1st step – 2A - 693V – (61-257)°- 0.45 seconds.

2nd step – 2A - 231V – (60-120)° - 0.15 seconds.

Before starting the work, Contractor shall contact the 31 CES/CECC PM through the Contracting Officer's Technical Representative to confirm the actual network characteristics. The connections to the ENEL network shall be in accordance with CEI 0-

16 and CEI 0-21. Before starting the work, Contractor shall provide a complete survey of each substation to verify the actual equipment installed shown on the contract drawings.

SUBMITTALS

Submittals required in the sections which refer to this section shall conform to the requirements of Section 01100/R "General Conditions" and to the following additional

Section 16050/R 40 requirements. Submittals shall include the manufacturer's name, trade name, place of manufacture, catalog model or number, nameplate data, size, layout dimensions, capacity, project specification and technical paragraph reference. Submittals shall also include applicable federal, military, industry, and technical society publication references, and years of satisfactory service, and other information necessary to establish contract compliance of each item to be provided. Photographs of existing installations are unacceptable and will be returned without approval. Provide shop drawings, assembled, equipment sections, diagrams, schematics and details to clarify inadequate descriptive documentation. Provide submittals of type and routine tests for approval prior to buy the equipment and start the works.

Manufacturer's Catalog Data

Submittals for each manufactured item shall be current manufacturer's descriptive literature of cataloged products, equipment drawings, diagrams, performance and characteristic curves, and catalog cuts. Handwritten and typed modifications and other notations not part of the manufacturer's preprinted data will result in the rejection of the submittal. Should manufacturer's data require supplemental information for clarification, the supplemental information shall be submitted as specified for certificates of compliance.

Drawings

Submit drawings a minimum of 355 by 510 mm in size using a minimum scale of 1 mm per 100 mm, except as specified otherwise. Include wiring diagrams and installation details of equipment indicating proposed location, layout and arrangement, control panels, accessories, piping, ductwork, and other items that must be shown to ensure a coordinated installation. Wiring diagrams shall identify circuit terminals and indicate the internal wiring for each item of equipment and the interconnection between each item of equipment. Drawings shall indicate adequate clearance for operation, maintenance, and replacement of operating equipment devices. All shop drawings shall be furnished prior to

Pre-Final Inspection.

Instructions

Where installation procedures or part of the installation procedures are required to be in accordance with manufacturer's instructions, submit printed copies of those instructions prior to installation. Installation of the item shall not proceed until manufacturer's instructions are received. Failure to submit manufacturer's instructions shall be cause for rejection of the equipment or material.

Section 16050/R 41

Certificates

Submit manufacturer's certifications as required for products, materials, finishes, and equipment as specified in the technical sections. Certificates from material suppliers are not acceptable. Preprinted certifications and copies of previously submitted documents will not be acceptable. The manufacturer's certifications shall name the appropriate products, equipment, or materials and the publication specified as controlling the quality of that item. Certification shall not contain statements to imply that the item does not meet requirements specified, such as "as good as"; "achieve the same end use and results as materials formulated in accordance with the referenced publications"; or "equal or exceed the service and performance of the specified material." Certifications shall simply state that the item conforms to the requirements specified. Certificates shall be printed on the manufacturer's letterhead and shall be signed by the manufacturer's official authorized to sign certificates of compliance. Provide "Type Test" certifications complete with submitted equipment shop drawings, sections, list of components, material characteristics, results to be obtained, test parameters, tests performed and tests results, laboratory certifications for each equipment listed in the applicable sections. The Contractor cannot certify the installation produced by different manufacturers that require even minor modifications.

Provide full equipment compatibility for certified equipment. All certifications shall be provided prior to Pre-final Inspection.

Reference Standard Compliance

All equipment shall be CE listed. Provide certification copies for each equipment.

Independent Testing Organization Certificate

Su…