ASHE 19-1057 Tech Spec Eng.pdf

Prepared and Submitted by:

Architecture, Engineering and Consulting Services

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

E-mail: design@soinci.it

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASHE 19-1057

ENCLOSE RENOVATE TACTICAL VEHICLE BOAT

OVERHANG, B73003

AREA F, AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

FINAL SUBMITTAL (100%)

Date: February 2020

A/E CONTRACT No.: FA568217D0002 Task Order FA568219FA060

Prepared and Submitted by:

Architecture, Engineering and Consulting Services

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

E-mail: design@soinci.it

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASHE 19-1057

OVERHANG, B73003

AREA F, AVIANO AB, ITALY

HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT, I DECLARE THAT I HAVE ASCERTAINED THAT THE STRUCTURES AND THE TECHNOLOGICAL SYSTEMS INCLUDED THEREIN COMPLY WITH THE APPLICABLE

ITALIAN NORMS.

Date: February 2020

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

Structural:

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

Mechanical Systems:

P.I. Dario Feletto Ordine dei Periti Industriali della Provincia di Pordenone No.808

Electrical Systems:

Ing. Matteo Ferrigno Ordine degli Ingegneri della Provincia di Roma No.36957, sez. A

ASHE 19-1057 1

SECTION AC1

SCOPE OF PROJECT AND APPLICABLE CONDITIONS

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

TACTICAL VEHICLE BOAT OVERHANG B. 73003, AREA F, AVIANO AB, ITALY”.

This project, as per Statement of Work, will provide the “envelope of the existing overhang fac. #73003 (~7.2 m H x ~20.0 m W x ~33.3 m L) with electrical lighting and power, large volume exhaust ventilation, fire detection, fire alarm, fire suppression systems, Fire prevention certification (CPI). Exterior lighting. VOIP”

The enclosure of existing vehicle overhang is necessary to provide physical security from both unauthorized access and weather damage. The facility will be used for storage of tactical all-terrain and maritime vehicles.

However, vehicle and engine maintenance operation will occur within to include fume and exhaust producing activities. Small quantities of fuels and lubricants will be stored within authorized hazardous material storage lockers.

Survey Report: The purpose of survey was to ascertain the current conditions and typology of the facility and verify on site with the user the activities to be performed as detailed in the Statement of Work

SO.IN.CI. has performed the required technical visits within the facility with the assistance of CES PM, Gianpietro Bulli, identifying the general features of items and systems to be installed. The collected information has been integrated with available as built drawings indications.

General: Overhang No. 73003, located in Area F of Aviano Air Base, in bldg.

7300 compound, has a rectangular shape and houses an exterior wash rack and the field equipment storage area for the use of 57th RSQ. The total covered area of the overhang is about 900 square meters, the area involved in project is about 600 square meters.

The building structure consists of steel structural frame covered with a steel standing seam roofing. Pavements are concrete and bituminous concrete, roof drain flows over concrete splash blocks directly in the aprons, where catch basins are installed.

Overhang Enclosure Requirements as provided by 57th RSQ:

The 57th RSQ representative provided the following list of requirements to give a guideline for design activities:

− Standard General Industry OSHA requirements;

− Fire detection and fire suppression systems;

− Emergency eyewash station;

− High-flow air exhaust/ventilation system to eliminate fumes and vapors;

− New lighting system. Twenty-six (26) high-lumen (2100 lumens) overhead lighting fixtures with two (2) independently controlled zones (inside /outside). Both zones should have 24 hours security lighting, constantly lit.

− Seventeen (17) large folding-up industrial doors with clear windows to increase internal ambient lighting during daylight hours.

− Three pedestrian doors;

− Exterior pavement upgrading;

ASHE 19-1057 2

− Four (4) new 4-port 220v power receptacles, one associated with each support beam at the middle of the structure

− Two (2) VOIP data lines, one internal at each end of enclosure;

− Roof storm drain water system to be connected to existing building/apron system.

Considering the requirements of the user and the Statement of work, the works to be performed include but are not limited to the following items:

a. Structural and Architectural Work

− Excavation on bituminous concrete pavement for secondary structure foundation.

− Furnishing and installation of secondary bearing structure with steel beams and columns, including adjustment of existing reinforced concrete foundations.

− Structural test certification in compliance with DM 17.01.2018

− Furnishing and installation of thermal-insulated sheet metal panels for the curtain walls. The color of the curtain walls and shall be in compliance with Aviano Air Base Design Guide requirements.

− Furnishing and installation of insulated 310x375 cm industrial doors, electrically motor operated and provided with insulated acrylate windows.

− Furnishing and installation of exterior metal doors, complete with fast touch type panic-bar.

− Furnishing and installation of metal louvers.

− Furnishing and installation of new metal downspouts, gutter and flashings.

− Removal, store and reinstallation of anti-pigeon net

− All other items of work as indicated on drawings and Schedule of Work

Items.

b. Civil Work

− Furnishing and installation of storm drainage lines including trench excavation on bituminous concrete pavement.

− Construction of concrete pavement.

− Partial milling of existing apron wearing course and subsequent reinstallation ow new wearing course with slope adjustment.

− Repair of all pavements damaged during construction works.

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c. Mechanical Work

Building #73003 shall be provided with a mechanical exhaust ventilation system and a new automatic fire suppression sprinkler system.

The exhaust extraction system will be controlled by carbon monoxide probe and thermovelocimetric detector. It will also be possible to start and stop the system manually.

The new automatic fire suppression sprinkler will be dry type. A system equipment containment box will be installed near the building to be protected. The distribution will be carried out in painted galvanized steel pipes, suitably fixed to the metal roof.

The derivation of the water supply for the new sprinkler system will be carried out from the fire protection water line feeding building 73002, in which diesel fire pump is contained. The new underground fire pipe line will be laid in the apron adjacent to building 73003.

The Works to be performed include but are not limited to the following items:

− Provision and installation new vertical eyewash station connect to existing plumbing system, with galvanized steel pipes and insulation

− Provision and installation of new automatic fire suppression sprinkler system, dry type.

− Provision and installation of new complete exhaust ventilation system composed by axial exhaust fan wall mounted, − Provision and installation of portable fire extinguishers, including wall cabinets.

− Provision and installation of all items shown in the drawings and work articles.

− At the end of the mechanical works, the entire systems shall be tested in accordance with applicable norms and the “Dichiarazione di

Conformità” in accordance with the Decree No. 37/08 shall be provided.

d. Electrical Work

− Electrical power distribution adjustments, − Interior and exterior lighting and emergency lighting systems, including cables and outlets, fixtures, security systems, etc.

− VOIP system.

− Automatic and manual fire detection and alarm system with MONACO transmitter for remote signaling of alarms and faults.

− Existing lightning protection system adjustment

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

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

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

02722 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

02724 AGGREGATE BASE COURSE AND SAND SUBBASE

15050 BASIC MECHANICAL MATERIALS AND METHODS

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

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

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

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

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

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

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

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

The Contractor shall replace or repair in a timely manner, as determined by

BCE, all fences and screening sections that have damage or develop unsightly rips or holes. At the end of the work or when exterior work requires it, temporary fencing shall be removed.

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

AC1-05 PROJECT SIGN: The Contractor shall furnish a project sign on site in accordance with Section 01101/R and Law 81/08. 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

ASHE 19-1057 5

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

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

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

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

AC1-07 SAFETY: Reference regulations for construction works to applied are the following: “OSHA 29 CFR 1926 Construction Regulations”; “US Corps of Engineers Manual EM385-1-1 Nov. 2014”; “AFMAN 91-203 Air Force

Occupational Safety, Fire, and Health Standards” and “Italian Legislative

Decree 81/08”. The contractor is responsible for ensuring overall compliance, in case of any difference, the more stringent applies.

At all times the Contractor will assure all personnel are wearing the correct safety equipment when performing their work, such as hard hats, steel toe boots, gloves, reflective gear and any other equipment deemed necessary to perform their work in the safest way. In this design service has been included by an appointed professional, R.A. Massimo Cantagallo, a site specific Safety Plan (PSC - Piano di Sicurezza e Coordinamento), in accordance with Legislative Decree 81/08), PSC is considered equivalent to the Accident prevention plan required by Manual USACE EM385-1-1.

Contractor shall consider in advance interference hazard through a preliminary assessment plan. The “DUVRI -Documento Unico per la Valutazione

Rischi da Interferenze” shall be coordinated with 31°FW/CCPP Base employees safety representative (Phone 04xx 30 5709), in accordance with Legislative

Decree 81/08.

Contractor shall develop the site specific plan for operational safety (POS

- Piano Operativo di Sicurezza) in accordance with Legislative Decree

81/08, prior to starting planned work activities. Employees training certificates shall be attached to the POS.

Contractor's representatives shall receive a safety briefing during the pre-performance conference from Base 31FW/SEG Occupational Safety Office.

Electronic copy of POS will be provided to 31°FS/SEG (Phone 04xx 30 8526).

In this contract the contractor to gain access inside the Substations will be escorted by the personnel of electric shop.

The Contractor shall provide barricades, traffic control signs and construction safety signs that meet installation standards and comply with all applicable laws. Actual location, size and final arrangement of these items shall be discussed and approved by the BCE prior to installation.

Such approved items shall be of uniform size, design and color. All cones, barricades, warning lights, temporary signs and protective devices shall conform to the current host nation requirements (D.M 81/2008) and the U.S.

Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1.

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

a. Hazardous materials: The Contractor shall identify all hazardous

ASHE 19-1057 6

materials required for completion of the project.

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

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

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

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

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

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

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

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

b. Buildings Location: building involved in this project is located in area F and doesn’t require special access procedures.

The government will not be held liable for unproductive time and other related costs due to delays for unannounced suspension of work due to military operations and/or exercises or safety reasons. The government will only negotiate an equitable extension of the performance period based on documented delays and unannounced suspensions of work. Contractor shall strictly comply

ASHE 19-1057 7

with the Contracting Officer’s instructions

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

BCE, unless it is hidden by the opaque fencing material.

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

Contractor’s point(s) of contact (POC) and telephone number where they can be reached.

c. Material Storage: Storage containers will be in like new condition and painted a color which coordinates with the base architectural plan and is approved by BCE, if it is not hidden by the opaque fencing material. Contractor shall display a nameplate on the exterior of all storage units with the name of the

Contractor’s company, the Contractor’s point(s) of contact (POC) and telephone number where they can be reached. Storage of materials at the work site is at the Contractor’s risk. The use of private security guards on a job site shall be coordinated with base Security Forces and approved by the installation commander.

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

d. 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.

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

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. All rubbish and waste materials shall be placed in Contractor furnished containers. Contractors shall ensure all lightweight debris at the construction site is properly secured in waste receptacles so that it does not blow to another area or onto the airfield.

AC1-11 AIRFIELD SAFETY TRAINING: Not Applicable

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

The Contractor shall park all vehicles, including heavy equipment vehicles, only in unobtrusive locations within the fence line of the construction

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site or laydown areas. Every effort must be made to avoid parking vehicles or heavy equipment where it can be easily observed by the public.

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

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

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

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

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

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

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

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

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

AC1-17 LAWN MAINTENANCE: Not Applicable

AC1-18 LAWN ESTABLISHMENT: Not Applicable

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.

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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. Use of Base dumpsters is strictly prohibited for any type of waste.

The use of Aviano Air Base dumpsters is strictly prohibited for any type of waste.

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

DRAWING # SHEET # DESCRIPTION

GENERAL

1 of 38 T-1 PROJECT TITLE SHEET AND MAPS

2 of 38 T-2 LIST OF DRAWINGS & LEGEND

CIVIL

3 of 38 C-1 EXISTING CONDITION - SITE AND DEMOLITION PLAN

4 of 38 C-2 NEW CONDITION - SITE AND UNDERGROUND UTILITIES PLAN

5 of 38 C-3 NEW CONDITION - DETAILS

ARCHITECTURAL

6 of 38 A-1 EXISTING CONDITION - FLOOR PLAN AND SECTION

7 of 38 A-2 EXISTING CONDITION - DEMOLITION PLAN

8 of 38 A-3 EXISTING CONDITION - ELEVATIONS

9 of 38 A-4 EXISTING CONDITION - ROOF PLAN

10 of 38 A-5 NEW CONDITION - FLOOR PLAN AND SECTION

11 of 38 A-6 NEW CONDITION - ELEVATIONS

12 of 38 A-7 NEW CONDITION - SECTIONS AND DETAILS

13 of 38 A-8 NEW CONDITION - ROOF PLAN

14 of 38 A-9 NEW CONDITION - DOOR SCHEDULE AND DETAILS

STRUCTURAL

15 of 38 S-1 STRUCTURAL DESIGN DATA

16 of 38 S-2 EXISTING CONDITION - FOUNDATION FRAMING PLAN

17 of 38 S-3 EXISTING CONDITION - STEEL FRAMING PLAN AND SECTONS

18 of 38 S-4 EXISTING CONDITION - ELEVATIONS

19 of 38 S-5 NEW CONDITION - FOUNDATION FRAMING PLAN

20 of 38 S-6 NEW CONDITION - FOUNDATION DETAILS

21 of 38 S-7 NEW CONDITION - STEEL FRAMING PLAN

22 of 38 S-8 NEW CONDITION - ELEVATIONS

MECHANICAL

23 of 38 M-1 NEW CONDITION – MECHANICAL SYSTEMS

FIRE PROTECTION

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24 of 38 FP-1 NEW CONDITION – SPRINKLER SYSTEM

25 of 38 FP-2 NEW CONDITION – SPRINKLER SYSTEM DETAILS

ELECTRICAL

26 of 38 E-1 ELECTRICAL SYSTEM LEGEND

27 of 38 E-2 EXISTING CONDITION - POWER AND LIGHTING SYSTEMS PLANS

28 of 38 E-3 EXISTING CONDITION - GROUNDING AND LPS SYSTEM PLAN

29 of 38 E-4 EXISTING CONDITION - DB11 PANEL SCHEMATIC DIAGRAM

30 of 38 E-5 NEW CONDITION - POWER SYSTEM PLAN

31 of 38 E-6 NEW CONDITION - LIGHTING SYSTEM PLANS 1/2

32 of 38 E-7 NEW CONDITION - LIGHTING SYSTEM PLANS 2/2

33 of 38 E-8 NEW CONDITION - FIRE ALARM SYSTEM PLAN

34 of 38 E-9 NEW CONDITION - GROUNDING AND LPS SYSTEMS

35 of 38 E-10 FIRE ALARM AND MASS NOTIFICATION OPERATION MATRIX

36 of 38 E-11 NEW CONDITION - DB11 PANEL SCHEMATIC DIAGRAM

37 of 38 E-12 NEW CONDITION - DB11A PANEL SCHEMATIC DIAGRAM

38 of 38 E-13 DETAILS

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

Specifications contained in the Master Specifications as noted in Section

AC1-02 of these Technical Specifications, the following Additional

Specifications shall apply to this project:

NOT APPLICABLE

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

Specifications contained in the Master Specifications as noted in Section

AC1-02 of these Technical Specifications, the following Revised Master

Specifications shall apply to this project

01100/R GENERAL CONDITIONS

01101/R PROJECT SIGN

02315/R EXCAVATION AND FILL

02510/R WATER DISTRIBUTION

02630/R STORM DRAINAGE

02741/R BITUMINOUS CONCRETE PAVEMENT

03300/R CAST-IN-PLACE CONCRETE

05120/R STRUCTURAL STEEL

07600/R FLASHING AND SHEET METAL

13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

13930/R DRY PIPE FIRE SUPPRESSION SPRINKLER

15070/R MECHANICAL SOUND VIBRATION, AND SEISMIC CONTROL

15400/R PLUMBING

15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

16050/R BASIC ELECTRICAL MATERIALS AND METHODS

16402/R INTERIOR DISTRIBUTION SYSTEM

16510/R INTERIOR LIGHTING

16530/R EXTERIOR LIGHTING

16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATWAY SYSTEM

AC1-25 ADDITIONAL NORMS AND STANDARDS: All work shall be done in accordance with appropriate Italian and United States laws, regulations, or codes, whichever is more restrictive at contract award date.

Manuals and regulations are available for review at the Contracting

Officer.

NFPA STANDARDS

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NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

ITALIAN/EUROPEAN NORMS

Sprinkler system

– UNI EN 10255 (2019) Non-alloy steel tubes suitable for welding and threading – Technical delivery conditions

– UNI EN 12845 (2015) Fixed firefighting systems Automatic sprinkler systems Design, installation and maintenance

– UNI EN 12201 (2001/04) Sistemi di tubazioni di materia plastica per adduzione - Polietilene (PE)

Electrical systems

– CEI 64/8 Electrical systems with nominal voltage not exceeding 1000 V ac and 1 500 V dc;

Fire Alarm systems

– UNI 9795 Automatic fixed systems of detection and fire alarm - Design, installation and operation;

– UNI/TR 11607 Guidance Standard for design, installation, commissioning, handling and maintenance of the acoustical and visual fire alarm device.

Fire Prevention

– DPR 151/2011 Simplification of the regulation of the proceedings relating to fire prevention

– D.M. 03 08 2015 Approval of technical standards for fire prevention, in compliance to Article 15 of the

Legislative Decree 8 March 2006, n. 139.

AC1-26 FINAL ACCEPTANCE TEST & CERTIFICATIONS:

a. Once issued NTP, Contractor is required to schedule a meeting to fill Form DD1354 with appropriate project data for real property capitalization, quantity and cost. The facility numbers and applicable Air Force Category codes will be filled by PM with

CEIAP assistance. Contractor is required to provide the information to fill Form DD1354 to the PM no later than the pre-final inspection date.

b. All installed new mechanical and electrical equipment shall be provided with "C.E." mark;

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

Government with three paper and digital copies of the following documents:

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

2. As-Built drawings.

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

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

5. Warranty and Operation and Maintenance Database. A detailed list of all parts installed shall be provided, as minimum the following information shall be included:

− Brief description of the part/piece of equipment;

− Manufacturer and model;

− Serial number or ID;

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

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

See attached typical “O&M database sheet”.

Alternatively, the Warranty Management Plan as per UFGS 01 78

00 “Closeout Submittals”, para. 1.7.1 shall be provided

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SCHEDULE OF MATERIAL SUBMITTALS

LEGEND

E Electronic Copy

(number) Number of Paper Copies, stamped and signed if required

E + # Electronic Copy + number of paper copy, stamped and signed when required

AFForm 66, OCT 89

PROJECT NUMBER

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PROJECT TITLE

SOLICITATION CONTRACT NUMBER

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

NUMBER OF COPIES REQUIRED

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ITEM OR DESCRIPTION OF ITEM,

CONTRACT REFERENCE, TYPE OF

SUBMITTAL

C E

R T

IF

IC

A T

IO

N

M P

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A

N

H

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DATE CONTRACTOR

NOTIFIED REMARKS

APPROVED DIS-

APPROVED

GENERAL

JOB SITE MOBILIZATION

1 Job Site Mobilization / Demobilization, Phasing and Traffic plan Paragraph AC1-06

E 15

PART II

ARCHITECTURAL STRUCTURAL

AND CIVIL

PART IIa

ARCHITECTURAL WORKS

Safety Data Sheets (SDS)

Sandwich panel enclosure Part IIa Item 1

E E E E E 20

Motorized Folding-up industrial door Part IIa Item 2

E E E E E 20

4 Emergency Door Part IIb Item 3

E E E E E 20

5 Steel Louvers Part IIa Item 4

E E E E E 20

6 Steel Flashing and gutter Part IIa Item 5, 7

E E E E E E 20

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PART IIb

STRUCTURAL WORK

7 C16/20 C30/37 Concrete Part IIb Item 8, 9

E E E 20

8 Galvanized Steel Structure Part IIb Item 10

E E E 20

PART IIc

CIVIL WORK

9 Reinforced Concrete Pavement and Ramp Part IIc Item 14, 15

E E E E 20

10 Bituminous Concrete Wearing course Part IIc Item 16

E E E 20

11 Hdpe/Pvc Piping Part IIc Item 18, 19, 23

E E E E 20

12 Precast Concrete Pits Part IIc Item 22, 24

E E E E 20

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PART IIIa MECHANICAL WORKS

PART IIIa

HVAC WORKS

13 Axial extractor fan Part IIIa Item 1

E E E E E 20

14 Conventional detection control unit Part IIIa Item 1

E E E E E 20

PART IIIb

PLUMBING WORKS

15 Cold domestic water Piping and Fittings Part IIIb Item 3

E E E 20

16 Piping Insulation Part IIIb Item 3

E E E 20

17 Piping Aluminum Jacket Cover Part IIIb Item 3

E E E 20

18 Butterfly valves, check valves, strainers, flexible joints, vents, ball valves Part IIIb Item 4

E E E 20

19 Filter Part IIIb Item 5

E E E E E 20

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20 Emergency Wash eye Part IIIb Item 6

E E E E E 20

PART IIIc

SPRINKLER WORKS

21 Sprinkler cabinet, valves, bfp, filter etc Part IIIc Item 8

E E E E E E E 20

22 Air compressor and accessories Part IIIc Item 8

E E E E E E 20

23 Fire department connection FDC Part IIIc Item 9

E E E E E 20

24 Galvanized steel pipe Part IIIc Item 8, 10 E E E

25 Sprinkler nozzle Part IIIc Item 10 E E E E E

26 Valves Part IIIc Item 8, 9, 10 E E E

27 Pressure, flow and tamper switches Part IIIc Item 8 E E E E E

28 Seismic bracing and support Part IIIc Item 8, 10, 11 E E E E E E

29 Manometer and test assembly Part IIIc Item 8, 10 E E E

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PART IV

ELECTRICAL WORK

30 Power system Part IVa Item 1, 2, 3, 4, 5, 6, 7, 8

E E E E E 20

31 Emergency lighting system upgrading Part IVb Item 9,10,11,12,13,14,15,16,17

E E E E E 20

32 New Communication System Part IVc Item 19

E E E E E 20

33 New Fire Alarm System Part IVd Item 20,21,22,23,24,28,29,30.

E E E E E 20

ASHE 19-1057 19

REVISED MASTER SPECIFICATIONS INDEX

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 02315/R EXCAVATION AND FILL

SECTION 02510/R WATER DISTRIBUTION

SECTION 02630/R STORM DRAINAGE

SECTION 02741/R BITUMINOUS CONCRETE PAVEMENT

SECTION 03300/R CAST-IN-PLACE CONCRETE

SECTION 05120/R STRUCTURAL STEEL

SECTION 07600/R FLASHING AND SHEET METAL

SECTION 13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

SECTION 13930/R DRY PIPE FIRE SUPPRESSION SPRINKLER

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

SECTION 15400/R PLUMBING

SECTION 15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS

SECTION 16510/R INTERIOR LIGHTING

SECTION 16530/R EXTERIOR LIGHTING

SECTION 16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM . 80

ASHE 19-1057 Section 01100/R 20

SECTION 01100/R

GENERAL CONDITIONS

PART 1 – APPLICABLE NORMS

Paragraph 1.1:

Delete:

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

Add:

a. UNI Norms – Demolition works; masonry works, pavement works, painting and electrical system.

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

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

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

Paragraph 1.2.2

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

Paragraph 1.2.3

a. Certificate of compliance for electrical systems in accordance with

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

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

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

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

-- End of Section --

ASHE 19-1057 Section 01101/R 21

SECTION 01101/R

PROJECT SIGN

PART 1 - PROJECT SIGN

1.1 Scope

Provide 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.

The contractor shall also provide project and safety signs in accordance with Law 81/08 and subsequent amendments (Ministerial Decree 22 Jan

2019).

ASHE 19-1057 Section 01101/R 22

-- End of Section –-

ASHE 19-1057 Section 02315/R 23

SECTION 02315/R

EXCAVATION AND FILL

ITALIAN/EUROPEAN HARMONIZATION STANDARDS (UNI EN)(UNI ENV)(UNI EN ISO)

UNI EN 13286-2 (2010) Unbound and hydraulically bound mixtures - Part 2: Test methods for laboratory reference density and water content - Proctor compaction.

ITALIAN LAWS

Law Decree 09 April 2008 “Health and Safety At Work”

ASHE 19-1057 Section 02510/R 24

SECTION 02510/R

WATER DISTRIBUTION

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

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

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

UNI 12201-1 (2012) Plastics piping systems for water supply - Polyethylene (PE) – General.

UNI 12201-2 (2012) Plastic piping systems for water supply - Polyethylene (PE) – Pipes.

UNI 12201-3 (2012) Plastics piping systems for water supply - Polyethylene (PE) – Fittings.

UNI EN 10088–1…5 (2009…14) Stainless steel

UNI EN 10312 (2007) Welded stainless steel tubes for the conveyance of aqueous liquids inclu ding water for human consumption.

Technical delivery conditions

Add at the end of Paragraph 2.1.1 the following sentence:

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

Paragraph 2.1.1.1:

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

Paragraph 3.1.3.2:

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

ASHE 19-1057 Section 02630/R 25

SECTION 02630/R

STORM DRAINAGE

Delete the following:

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

Add the following:

UNI EN 12666-1 (2011) Plastic piping systems for non-pressure underground drainage and sewerage. Polyethylene (PE). Parte 1:

Specifications for pipes, fittings and the system.

Add at the end of Paragraph 2.1.1 the following sentence:

"Other manufacturers meeting the requirements of this specification are

-- End of Section –

ASHE 19-1057 Section 02741/R 26

SECTION 02741/R

BITUMINOUS CONCRETE PAVEMENT

UNI 2332/1 (1979) Testing sieves and their bases and covers. Dimension and tolerances.

UNI 2334 (1943) Testing sieves and their bases and covers.

Law Decree 09 April 2008 “Health and Safety At Work”

ASHE 19-1057 Section 03300/R 27

SECTION 03300/R

CAST-IN-PLACE CONCRETE

Ministerial Decree dated 9 Jan 1996 Technical Norms for the Calculations, Execution and Testing of Normal and

Prestressed Reinforced Concrete Structures and Metal Structures.

dated 16 Jan 1996 Technical Norms for Constructions in

Seismic Zone.

dated 14 Feb 1992 Technical Norms for the Calculations, Execution and testing of Normal and

Prestressed Reinforced Concrete Structures and metal Structures.

dated 16 Jan 1996 Technical Norms for Safety Test of the

Constructions, Load, and Live Loads.

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

“Technical Norms for Constructions in

Seismic Zones” dated 16 Jan 1996”.

National Research Council(CNR-UNI)

Publication No. 10011/88 Steel structures; instruction for calculation, execution, testing, and maintenance.

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

Criteria for Seismic Classification of

National Territory and of Technical

Regulations for Construction in Seismic

Zone”.

dated 17 January 2018: “Technical Norms for Constructions”.

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

Method of Test (At Ambient Temperature).

UNI ENV 10080 (1997) Steel for the Reinforcement of

Concrete. Weldable Ribbed Reinforcing

ASHE 19-1057 Section 03300/R 28

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

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

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

Labeling.

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

UNI 8520 (1999)Aggregates for Concrete Mixes.

Definition, 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.

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

UNI 8520-1 (2005)Aggregates for Concrete.

Additional Provisions for the Application of EN 12620. Part 1: Conformity Criteria.

Paragraph 1.5.1:

Delete “Ministerial Decree 9 Jan. 1996” and replace with “Ministerial

Decree dated 17 January 2018”

Delete the tab:

Type of Construction Rck (kg/cm2)

Lean concrete 200

Rigid Pavements including 250 sidewalks, curbs and equipment pads

Drainage and Sanitary Sewer 250

Appurtenances

Thrust blocks, Pipeline 300

Encasements

ASHE 19-1057 Section 03300/R 29

Foundations, Grade Beams and 300

Grade Walls

Floor Slabs on Grade 250

Columns, Beams Above Grade Slabs 350 and Walls

All other concrete 300

Replace with:

Type of Construction Rck (kg/cm2) Class of resistance

Lean concrete 200 C16/20

Rigid Pavements including sidewalks, curbs and equipment pads

370 C30/37

Paragraph 2.6.1:

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

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

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

Paragraph 2.6.1:

PART 3 - EXECUTION:

Paragraph 3.1.2.4:

Paragraph 3.8.1:

Paragraph 3.10.4:

ASHE 19-1057 Section 03300/R 30

ASHE 19-1057 Section 05120/R 31

SECTION 05120/R

STRUCTURAL STEEL

Paragraph 1.1 References:

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

Coarse Thread.

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

Coarse Thread.

UNI 5714 (1975) Chamfered Plain Washers for High-

Strength Bolts for Structural Engineering.

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

Welded Tubes Suitable for Screwing in

Accordance with UNI ISO 7/1.

CNR UNI 10011 (1988) Steel Structures - Instructions for

Design, Construction, Testing and

Maintenance.

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

1: Technical Delivery Conditions for

Special Steels (Includes Amendment

A1:1996).

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

Criteria for Seismic Classification of

National Territory and of Technical

Regulations for Construction in Seismic

Zone”.

dated 17 January 2018: “Technical Norms for Constructions

UNI EN 14399-3 (2015) High-Strength Structural Bolting

Assemblies for Preloading.

Part 3: System HR – Hexagon Bolt and Nut

Assemblies.

UNI EN 14399-4 (2015) High-Strength Structural Bolting

Part 4: System HV – Hexagon Bolt and Nut

Assemblies.

UNI EN 14399-5 (2015) High-Strength Structural Bolting

Part 5: Plain Washers.

UNI EN 14399-6 (2015) High-Strength Structural Bolting

ASHE 19-1057 Section 05120/R 32

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.

OPCM 20 Marzo 2003 No. 3274: “Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per la costruzione in zona sismica”.

D.M. 17 Gennaio 2018 Nuove Norme Tecniche per le Costruzioni

Paragraph 1.2 System Description:

Replace:

“CNR UNI 10011” with “CNR 10011”

Paragraph 1.3.1 Shop Drawings:

“a. Sliding hoist beams

b. Hoist runways

c. Sliding hoist beams bearing system”

Paragraph 1.4.1 Drawing Requirements

Paragraph 2.2.1 Structural steel:

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

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

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

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

Paragraph 2.1.1 Steel Shapes:

“COSTRUZIONI CIMOLAI ARMANDO S.p.A.

ASHE 19-1057 Section 05120/R 33

33170 Pordenone

(PN) – Italia

Via Ungaresca, 38

Tel: 0434/5581

Fax: 0434/361401

OFFICINE PICCINI

06132 Perugia

(PG) – Italia

S.S. Trasimeno Ovest 161/c

Tel: 075/51801

Fax: 075/5179166

Other manufacturers meeting the requirements of this specification are

Paragraph 2.2.3 Steel Pipe:

“UNI 8863-A1” with “UNI EN 10255”

Paragraph 2.3.1 High-Strength bolts:

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

Paragraph 2.3.2 Nuts:

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

Paragraph 2.3.3 Washers:

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

Paragraph 2.3.4.1 Bolts:

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

Paragraph 2.3.4.2 Nuts:

“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”

ASHE 19-1057 Section 05120/R 34

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:

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

Paragraph 3.6.2.1 Testing bolt, nut, and washer assemblies:

-- End of Section –

ASHE 19-1057 Section 07600/R 35

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

UNI EN 10346 (2015) Continuously hot-dip coated steel flat products for cold forming - Technical delivery conditions.

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

Products for Cold Forming. Technical

UNI EN 10152 (2017) Electrolytically Zinc Coated Cold

Rolled Steel Flat Products. Technical

Paragraph 2.2.1 Steel Sheet, Zinc Coated (Galvanized):

“UNI EN 10142” with “UNI EN 10346”.

ASHE 19-1057 Section 13855/R 36

SECTION 13855/R

ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

Replace: entire section with the following text

PART 1 - GENERAL

1.1 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.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

IEEE C62.41.1-2002 (2002) IEEE Guide on the Surge Environment in Low-Voltage (1000 V and less) AC Power

Circuits.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA…