ASHE_15-1017_TECHNICAL_SPECIFICATIONS_ENG.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 : ASHE 15-1017

SUBMITTAL : 100%

SUBMITTAL DATE : JUN 2016

Technical Specifications

PROJECT ASHE 15-1017

CNS NEW EOD STORAGE FACILITY DEMO SHEDS,

AREA F, AVIANO AB, ITALY.

Project : PROJECT ASHE 15-1017

Location : AREA F, AVIANO AB, ITALY.

Project Phase: 100% FINAL

Date: JUN 16

Prepared and Submitted by:

“HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT ASHE 15-1017 PERTAINING TO CNS NEW EOD

STORAGE FACILITY DEMO SHEDS, AREA F 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: DATE: DATE: DATE: JUJUJUJUN 2016N 2016N 2016N 2016

SIGNATURESIGNATURESIGNATURESIGNATURE

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SummarySummarySummarySummary::::

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 CUSTODY OF MATERIALS AND HAZARDOUS

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

ASHE 15-1017 CNS NEW EOD STORAGE FACILITY DEMO SHEDS, AREA F, AVIANO AB, ITALY

AC1 AC1 AC1 AC1 ---- 1111 SCOPE OF PROJECT SCOPE OF PROJECT SCOPE OF PROJECT SCOPE OF PROJECT

The Scope of this project is to construct a new EOD Storage Facility (about 450.0 sq.mt net surface) within the EOD compound (Area F) at Aviano Air Base, Italy. Facility Structure will be composed by reinforced concrete foundation, concrete vertical walls, and flat roof slab. Insulation and bituminous waterproofing system will be installed on roof. Plaster and paint will be installed inside the perimeter concrete walls. Plastered and painted thermal insulation package will be installed outside the perimeter concrete walls.

Steel roll-up door, aluminum emergency doors, aluminum windows will be installed. Works includes power, heating, lighting, fire alarm and com system.

The facility must support roll-in/roll-out of BSERV (13' tall x 34' long) vehicle and single entry/exit for a 6-passenger pickup via roll-up doors. The facility must be climate controlled, should contain

120V/60Hz and 230V/50Hz power, a single LAN hookup. Contain separate personnel doors, be wheel chaired accessible, and be enclosed/securable. The construction must be in compliance with

AFI 32-3001 para 7.1.1.4 & 7.1.4, and AFMAN 32-1032.

Project includes demolition of six energy-hog shed facilities behind Bldg 939 (5 concrete frames with infill and one metal structure).

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

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

EXISTING CONDITION - SITE PLAN

FACILITIES TO

BE DEMO

NEW CONDITION - SITE PLAN

Part A Part A Part A Part A ––––NEW WORKSNEW WORKSNEW WORKSNEW WORKS

PART I DEMOLITION, EXCAVATION AND REMOVALSPART I DEMOLITION, EXCAVATION AND REMOVALSPART I DEMOLITION, EXCAVATION AND REMOVALSPART 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 WORKSPART II ARCHITECTURAL, STRUCTURAL AND CIVIL WORKSPART II ARCHITECTURAL, STRUCTURAL AND CIVIL WORKSPART II ARCHITECTURAL, STRUCTURAL AND CIVIL WORKS

Part IIa – Architectural Works

– New internal walls plastering;

– New internal walls painting;

– New outside plastered and painted thermal insulation package for perimeter walls;

– New concrete industrial paved area, including resin treatment;

– New roof insulation package, including thermal panel, vapor barrier, and double bituminous membrane;

– New Gutters, flashing and downspouts;

– New aluminum windows

– New metal doors and roll-up gates;

– New safety roof ladder and parapet;

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

Part IIb – Structural Works

- New lean concrete C16/20 for foundations;

- New concrete C20/25 for foundations,

- New Concrete C25/30 vertical walls and columns, beams and roof slab;

- New pre-cast roof slab “ALVEOLAR SLAB TYPE”

- New steel B450C for reinforced concrete;

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

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 WORKSPART III MECHANICAL WORKSPART III MECHANICAL WORKSPART III MECHANICAL WORKS

– Furnishing and installation of air conditioning system. Item includes: monobloc machine for conditioning and air treatment, flexible duct connection, In order to distribute the weight of each machine on the roof there will special base, included vibration isolators.

– Furnishing and installation of remote control panel. Item includes: cable connection between units outside and panel control, included cable tray, fixing accessories, etc.

– Furnishing and installation of duct supply and return air. Item includes: Supply and return ducting, galvanized sheet metal, complete of thermal insulation, fittings, hangers, balancing dampers, holes in the wall, etc.

– Furnishing and installation of supply and return diffuser. Item includes: Supply and return diffusers and registers, aluminum. The supply diffusers will be high induction type.

PART IV ELECTRICAL WORKSPART IV ELECTRICAL WORKSPART IV ELECTRICAL WORKSPART IV ELECTRICAL WORKS

- Furnishing and installation of new electric feeding line for the new area distribution panel

(QE) of the addition, originating from the main distribution panel of the substation 27-947, connecting to section 400V normal power, 3PH+neutral+ground, 50Hz. T.

- Furnishing and installation of a grounding system. Item includes: bare copper strand, grounding manhole with cast iron lid vertical earth electrode;

- Supply and installation of L.P.S. system;

- Furnishing and installation of new main electrical panel, metalwork fabrication;

- Furnishing and installation of main electrical distribution system, as shown on the Drawings including all the necessary accessories for their installation;

- Furnishing and installation of new converter 400V50hz / 120V 60 hz;

- Furnishing and installation of lighting fixtures and emergency system;

- Furnishing and installation of electrical outlets;

- Furnishing and installation of Communication/Data outlets as shown on Drawings;

- Furnishing ant installation of lighting protection system;

- Furnishing and installation of manual and automatic fire detection and alarm system;

- Restoration/upgrading of equipotential grounding connections; internal metallic masses and equipment equi-potential grounding connections; communications equi-potential grounding systems;

- Installation on above mentioned systems of dedicate Surge Protection device on all communication cables;

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

Part DPart DPart DPart D –––– DEMO WORKSDEMO WORKSDEMO WORKSDEMO WORKS

- Demolition of bituminous and concrete pavement;

- Demolition of six energy-hog shed facilities behind Bldg 939 (5 concrete frames with infill and one metal structure), including roofs, vertical walls, steel structure, flashing, gutters, downspouts, side metal panels, metal structure, concrete flooring, external grounding system, internal lighting, power and HVAC systems and any other item installed into the facilities.

AC1 AC1 AC1 AC1 ---- 2222 LEED CERTIFICATIONLEED CERTIFICATIONLEED CERTIFICATIONLEED CERTIFICATION

Not Required

AC1 AC1 AC1 AC1 ---- 3333 SUBMITTAL OF MATERIALSSUBMITTAL OF MATERIALSSUBMITTAL OF MATERIALSSUBMITTAL 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 AC1 AC1 AC1 ---- 4444 CONSTRUCTION AREA SCREENINGCONSTRUCTION AREA SCREENINGCONSTRUCTION AREA SCREENINGCONSTRUCTION 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 AC1 AC1 AC1 ---- 5555 PROJECT SPROJECT SPROJECT SPROJECT SIGNIGNIGNIGN

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 AC1 AC1 AC1 ---- 6666 JOB SITE MOBILIZATIONJOB SITE MOBILIZATIONJOB SITE MOBILIZATIONJOB 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 AC1 AC1 AC1 ---- 7777 SAFETYSAFETYSAFETYSAFETY

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 AC1 AC1 AC1 ---- 8888 CUSTODY OF MATERIALS AND HAZARDOUS CUSTODY OF MATERIALS AND HAZARDOUS CUSTODY OF MATERIALS AND HAZARDOUS CUSTODY OF MATERIALS AND HAZARDOUS

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 AC1 AC1 AC1 ---- 9999 PRESERVATION OF EXISTING CONDITIONSPRESERVATION OF EXISTING CONDITIONSPRESERVATION OF EXISTING CONDITIONSPRESERVATION 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 AC1 AC1 AC1 ---- 10101010 WORK SITE CONDITIONSWORK SITE CONDITIONSWORK SITE CONDITIONSWORK SITE CONDITIONS

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

a) Building interior area: NOT APPLICABLE.

b) Building Location: The project site is located within a fenced NOT restricted area. Contractor shall strictly comply with the Contracting Officer’s instructions. Delays may happen when the Contractor will enter the areas due to military operations or exercises. In this case the unproductive time will not be at the expense of the USA Government.

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

d) Material Storage: Storage containers will be in like new condition, and painted a color which coordinates with the base architectural plan and is approved by C.O., if it is not hidden by the opaque fencing material. Contractor shall display a nameplate on the exterior of all storage units with the name of the Contractor’s company, the Contractor’s point(s) of contact (POC) and telephone number where they can be reached. 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 AC1 AC1 AC1 ---- 11111111 AIRFIELD SAFETY TRAININGAIRFIELD SAFETY TRAININGAIRFIELD SAFETY TRAININGAIRFIELD SAFETY TRAINING

Work site area is outside Airfield Area. Contractor WITH 4 WEEKS OF ADVANCE shall contact the office

“Airfield Management” before installing/using special tools and equipment (cranes, truck with tall arms, lifters, etc).

AC1 AC1 AC1 AC1 ---- 12121212 PARKINGPARKINGPARKINGPARKING

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 AC1 AC1 AC1 ---- 13131313 ACCESS ROUTESACCESS ROUTESACCESS ROUTESACCESS ROUTES

The project site is located within a The project site is located within a The project site is located within a The project site is located within a fencedfencedfencedfenced area. area. area. area.

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

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

AC1 AC1 AC1 AC1 ---- 14141414 TRUCKING AND ROADSTRUCKING AND ROADSTRUCKING AND ROADSTRUCKING 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 AC1 AC1 AC1 ---- 15151515 NOISE CONTROLNOISE CONTROLNOISE CONTROLNOISE 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 AC1 AC1 AC1 ---- 16161616 EXCAVATIONSEXCAVATIONSEXCAVATIONSEXCAVATIONS

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 AC1 AC1 AC1 ---- 17171717 LAWN MAINTENANCELAWN MAINTENANCELAWN MAINTENANCELAWN 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 AC1 AC1 AC1 ---- 18181818 LAWN ESTABLISHMENTLAWN ESTABLISHMENTLAWN ESTABLISHMENTLAWN 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 AC1 AC1 AC1 ---- 19191919 CCCCONSTRUCTION SITE RESTORATIONONSTRUCTION SITE RESTORATIONONSTRUCTION SITE RESTORATIONONSTRUCTION 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 AC1 AC1 AC1 ---- 20202020 PROCEDURES AND WORK PHASESPROCEDURES AND WORK PHASESPROCEDURES AND WORK PHASESPROCEDURES AND WORK PHASES

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

AC1 AC1 AC1 AC1 ---- 21212121 SALVAGSALVAGSALVAGSALVAGEABLE MATERIALSEABLE MATERIALSEABLE MATERIALSEABLE 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 AC1 AC1 AC1 ---- 22222222 CONSTRUCTION DRAWINGSCONSTRUCTION DRAWINGSCONSTRUCTION DRAWINGSCONSTRUCTION DRAWINGS

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

DRAWING #DRAWING #DRAWING #DRAWING # SHEET #SHEET #SHEET #SHEET # DESCRIPTION

GENERALGENERALGENERALGENERAL

01 of 32 T-01 PROJECT TITLE SHEET AND MAPS

02 of 32 T-02 LIST OF DRAWINGS & LEGENDS

CIVIL CIVIL CIVIL CIVIL

03 of 32 C-01 EXISTING CONDITION - SURVEY, REMOVAL & DEMOLITION PLANS

04 of 32 C-02 NEW CONDITION – GENERAL PLAN

05 of 32 C-03 NEW CONDITION – CONSTRUCTION DETAILS

06 of 32 C-04 NEW CONDITION - GENERAL PLAN - ELECTRICAL MAIN

DISTRIBUCTION

07 of 32 C-05 NEW CONDITION - GENERAL PLAN - F.O. DISTRIBUCTION

ARCHITECTURALARCHITECTURALARCHITECTURALARCHITECTURAL

08 of 32 A-01 NEW CONDITION – GROUND FLOOR PLAN

09 of 32 A-02 NEW CONDITION – ROOF PLAN

10 of 32 A-03 NEW CONDITION – VIEWS AND SECTIONS

11 of 32 A-04 NEW CONDITION – DOORS AND WINDOWS SCHEDULE AND

DETAILS

12 of 32 A-05 NEW CONDITION – CONSTRUCTION DETAILS

13 of 32 A-06 NEW CONDITION – CONSTRUCTION DETAILS

STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL

14 of 32 S-01 GENERAL NOTES AND LEGEND

15 of 32 S-02 NEW CONDITION – REINFORCED FOUNDATION PLAN AND DETAILS

16 of 32 S-03 NEW CONDITION – REINFORCED CONCRETE WALLS PLAN

17 of 32 S-04 NEW CONDITION – REINFORCED CONCRETE WALLS SECTIONS

AND DETAILS

18 of 32 S-05 NEW CONDITION – REINFORCED CONCRETE ROOF SLAB PLAN AND

DETAILS

MECHANICALMECHANICALMECHANICALMECHANICAL

19 of 32 M-01 NEW CONDITION – GROUND FLOOR HVAC SYSTEM

20 of 32 M-02 NEW CONDITION – LOCATION MACHINERY ROOF PLAN

21 of 32 M-03 NEW CONDITION – MECHANICAL DETAILS

22 of 32 M-04 NEW CONDITION – EQUIPMENT SPECIFICATIONS

23 of 32 M-05 NEW CONDITION – ROOFTOP SPECIFICATIONS

ELECTRICALELECTRICALELECTRICALELECTRICAL

24 of 32 E-01 LEGEND AND GENERAL NOTES

25 of 32 E-02 NEW CONDITION – ELECTRICAL DIAGRAM

26 of 32 E-03 NEW CONDITION – ELECTRICAL SYSTEM

27 of 32 E-04 NEW CONDITION – FIRE SYSTEM AND GROUNDING / LPS SYSTEM

28 of 32 E-05 NEW CONDITION – SPECIAL COSTRUCTION - 1

29 of 32 E-05 NEW CONDITION – SPECIAL COSTRUCTION - 2

30 of 32 E-05 NEW CONDITION – SPECIAL COSTRUCTION - 3

31 of 32 E-05 NEW CONDITION – SPECIAL COSTRUCTION - 4

AC1 AC1 AC1 AC1 ---- 23232323 TECHNICAL SPECIFICATIOTECHNICAL SPECIFICATIOTECHNICAL SPECIFICATIOTECHNICAL SPECIFICATIONNNN

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

16303 UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

16316 SWITCHBOARDS

16402 INTERIOR DISTRIBUTION SYSTEMS

16510 INTERIOR LIGHTING

16530 EXTERIOR LIGHTING

16710 STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

15050 BASIC MECHANICAL MATERIALS AND METHODS

15080 INSULATION FOR MECHANICAL EQUIPMENT

15720 AIR HANDLING AND DISTRIBUTION EQUIPMENT

15810 DUCTWORK AND DUCTWORK ACCESSORIES

15901 SPACE TEMPERATURE CONTROL SYSTEM

15950 HVAC TESTING/ADJUSTING/BALANCING

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

AC1 AC1 AC1 AC1 ---- 24242424 ADDITIONAL SPECADDITIONAL SPECADDITIONAL SPECADDITIONAL SPECIFICATIONSIFICATIONSIFICATIONSIFICATIONS

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:

32 of 32 E-06 NEW CONDITION – SPECIAL COSTRUCTION – 5

AFI 32-3001 para 7.1.1.4 & 7.1.4, and AFMAN 32-1032.

AC1 AC1 AC1 AC1 ---- 25252525 REVISED MASTER SPECIFICATIONSREVISED MASTER SPECIFICATIONSREVISED MASTER SPECIFICATIONSREVISED 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

05500R METAL FABRICATIONS

07220/R ROOF INSULATION

07231/R WALL INSULATION

07600/R FLASHING AND SHEET METAL

07840/R FIRE STOPPING

07920/R JOINT SEALANTS

08110/R STEEL DOORS AND STEEL FRAMES

08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

08520/R ALUMINUM WINDOWS

09220/R INTERIOR PLASTER

09900/R PAINTS AND COATINGS

13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

16050/R BASIC ELECTRICAL MATERIALS AND METHODS

16303/R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

16316/R SWITCHBOARDS

16402/R INTERIOR DISTRIBUTION SYSTEMS

16510/R INTERIOR LIGHTING

16530/R EXTERIOR LIGHTING

16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

264100/R LIGHTNING PROTECTION SYSTEM

AC1 AC1 AC1 AC1 ---- 26262626 ADDITIONAL NORMS AND STANDARDSADDITIONAL NORMS AND STANDARDSADDITIONAL NORMS AND STANDARDSADDITIONAL 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 AC1 AC1 AC1 ---- 27272727 FINAL ACCEPTANCE TEST, FINAL ACCEPTANCE TEST, FINAL ACCEPTANCE TEST, FINAL ACCEPTANCE TEST, CERTIFICATIONSCERTIFICATIONSCERTIFICATIONSCERTIFICATIONS ANDANDANDAND OTHER REQUIREMENTSOTHER REQUIREMENTSOTHER REQUIREMENTSOTHER REQUIREMENTS

1. 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 (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. Contractor is required to perform F/A systems testing in accordance with CEF close out check list (see attachment BUILDING ACCEPTANCE CHECKLIST 01 Feb 2011);

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

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

- Final Acceptance Test Certifications for electrical and mechanical systems signed by a Registered Engineer to be selected among three candidates proposed by the Contractor to the Contracting Officer in accordance with Law No. 37 dated 22 January 2008.

- 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 SPECIFICATIONSREVISED MASTER SPECIFICATIONSREVISED MASTER SPECIFICATIONSREVISED 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 07220/R ROOF INSULATION

SECTION 07231/R WALL INSULATION

SECTION 07600/R FLASHING AND SHEET METAL

SECTION 07840/R FIRESTOPPING

SECTION 07920/R JOINT SEALANTS

SECTION 08110/R STEEL DOORS AND STEEL FRAMES

SECTION 08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

SECTION 08520/R ALUMINUM WINDOWS

SECTION 09900/R PAINTS AND COATINGS

SECTION 13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

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 16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

SECTION 264100/R 73

LIGHTNING PROTECTION SYSTEM

Section 01100/R 17

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 18

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 19

-- End of Section –-

ASHE 15-1017 CNS NEW EOD STORAGE FACILITY

DEMO SHEDS,

AREA F, AVIANO AIR BASE ITALY

Section 02220/R 20

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 02630/R 21

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 02630/R 22

SECTION 03300/R

CAST-IN-PLACE CONCRETE

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 23

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 24

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 25

Part 5: Plain Washers.

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

Preloading.

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 26

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 27

“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 28

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

Paragraph 3.6.2.1 Testing bolt, nut, and washer assemblies:

Section 05500/R 29

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

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 07220/R 31

SECTION 07220/R

ROOF INSULATION

Paragraph 1.1 Applicable publications:

UNI EN 13165 (2003) Thermal Insulation Products for Buildings - Factory Made Rigid Polyurethane Foam (PUR) Products

– Specification.

UNI EN 13165 (2006) Thermal Insulation Products for Buildings - Factory Made Rigid Polyurethane Foam (PUR) Products

– Specification.

Section 07220/R 32

SECTION 07231/R

WALL INSULATION

Add to Paragraph 1.1:

UNI 7745 (1977) Insulating Materials. Determination of Thermal

Conductivity by Means of the Guarded Hot Plate Method.

UNI 7891 (1978) Insulating Materials. Determination of Thermal

Conductivity by Means of the Heat Flow Meter Method.

UNI EN 13164 (2003) Thermal Insulation Products for Buildings -

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

Read Paragraph 2.1.a as follows:

a. Foamed extruded closed cell polystyrene board:

Density 33-35 kg/cm Thermal conductivity as per

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

Section 07600/R 33

SECTION 07600/R

FLASHING AND SHEET METAL

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.

Add:

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 07600/R 34

SECTION 07840/R

FIRESTOPPING

Paragraph 2.3 MANUFACTURERS:

TESPE srl 24060 Chiuduno (BG) – Italia

Via Pizzo Arera, 44 Tel: 035/838864 Fax: 035/838865

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

Section 07920/R 35

SECTION 07920/R

JOINT SEALANTS

Add at the end of Paragraph 2.2 the following sentence:

Section 08110/R 36

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 37

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 38

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 39

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 40

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 41

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 42

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…