2489_ASHE_16-1033_FAC_1380_TS_ENG_100__MDT.pdf

U.S. AIR FORCE

ST

FIGHTER WING

ST

CES/CENM

AVIANO AIR BASE, ITALY

TECHNICAL SPECIFICATIONS

PROJECT ASHE 16-1033

RENOVATE FAC.1380 FOR 606 ACS BED DOWN

AREA F, AVIANO AB, ITALY.

PROJECT : ASHE 16-1033

SUBMITTAL 100%

SUBMITTAL DATE : JULY 16

Project : PROJECT ASHE 16-1033

Location : AREA F, AVIANO AB, ITALY.

Project Phase: 100% FINAL

Date: JULY 16

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 1

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 2

TABLE OF CONTENTS

AC1 - 1 SCOPE OF PROJECT 3

AC1 - 2 PROJECT LOCATION 4

AC1 - 3 SUBMITTAL OF MATERIALS 4

AC1 - 4 CONSTRUCTION AREA SCREENING 5

AC1 - 5 PROJECT SIGN 5

AC1 - 6 JOB SITE MOBILIZATION 6

AC1 - 7 SAFETY 7

AC1 - 8 HAZMAT/HAZWASTE HOUSEKEEPING 7

AC1 - 9 PRESERVATION OF EXISTING CONDITIONS 8

AC1 - 10 WORK SITE CONDITIONS 8

AC1 - 11 AIRFIELD SAFETY TRAINING 9

AC1 - 12 PARKING 9

AC1 - 13 ACCESS ROUTES 9

AC1 - 14 TRUCKING AND ROADS 10

AC1 - 15 NOISE CONTROL 10

AC1 - 16 EXCAVATIONS 10

AC1 - 17 LAWN MAINTENANCE 10

AC1 - 18 LAWN ESTABLISHMENT 10

AC1 - 19 CONSTRUCTION SITE RESTORATION 11

AC1 - 20 PROCEDURES AND WORK PHASES 11

AC1 - 21 SALVAGEABLE MATERIALS 11

AC1 - 22 CONSTRUCTION DRAWINGS 11

AC1 - 23 TECHNICAL SPECIFICATION 15

AC1 - 24 ADDITIONAL SPECIFICATIONS 15

AC1 - 25 REVISED MASTER SPECIFICATIONS 15

AC1 - 26 ADDITIONAL NORMS AND STANDARDS 17

AC1 - 27 FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS 17

AC1 - 28 WARRANTY TAGS 18

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 3

AC1 - 1 SCOPE OF PROJECT

The Scope of this project is to support the relocation of the 606th Air Control Squadron. Renovations of bldg. 1380 is required as part of the 606 ACS move from Spangdahlem AB, Germany to Aviano AB, Italy in accordance with the European Infrastructure Consolidation, and USAFE PPlan 5135-15.

The project wants to adequate the facility n.1380 to the 606th ACS bed down, with but not limited to the following works:

− construct a steel mezzanine storage over the TDC office with an interior stair, floor and ceiling, and upgrade all the utilities (HVAC, electrical, COMM, et cet.);

− convert the North-East portion of the bay (approx. 83m2) into new TDC office for 26 personnel;

− close #2 sectional doors;

− construct exterior wall with windows, doors and thermic insulation;

− construct interior wall to separate the offices from the main bay;

− add 2 gypsum walls on 1st floor (adjacent to bathroom), doors, linoleum floor, utility upgrade;

− adequate 1st floor rooms for COMSEC (50m2);

− repaint bay floors w/non-skid paint;

− paint interior and exterior walls;

− repair WCs;

− install anti-slipping tapes on interior stairs steps;

− repair roof.

The following utilities need to be upgraded:

Chiller replacement:

− provide new HVAC control system in accordance to UFGS-23 09 23.13 20 BACnet DIRECT DIGITAL

CONTROL SYSTEMS FOR HVAC or LONWORKS protocol according to UFGS 23 09 23 LONWORKS

DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS;

Electrical works:

− replace Exterior Lighting;

− Install grounding bus bars in #3maintenance bays in each cage per chart;

− Ensure 220V power in offices;

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 4

− Ensure 220v, Install new light in mech HVAC control room;

− Install light level sensor for bay area and improve energy efficiency;

− 50 NIPR CPU drops/VoIP capes in offices.

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

AC1 - 2 PROJECT LOCATION

AC1 - 3 SUBMITTAL OF MATERIALS

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

CONDITIONS” of the Master Specifications, the materials listed in 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.

PROJECT LOCATION

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 5

AC1 - 4 CONSTRUCTION AREA SCREENING

All construction sites and material storage areas shall be securely fenced around the entire perimeter within an area defined by the Contracting Officer’s (C.O.) Technical Representative. Bilingual signs, "VIETATO L'INGRESSO - LAVORI IN CORSO / WORK AREA - NO ENTRY" shall be placed at the work area entry and along each side of the fencing. Fence type, height, and screening color should also be specified by the Base Civil Engineering (BCE). Fencing shall be completely secured at top and bottom to prevent access.

Fences shall be screened with opaque screening material to prevent visibility inside the fenced area.

Fences and screens shall be adequately staked and/or anchored to prevent blowing over during high wind conditions. Contractor shall not start installation of area screening until approved, in writing, by

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

AC1 - 5 PROJECT SIGN

The Contractor shall furnish a project sign on site in accordance with Section 01101/R. The sign shall be made of a durable material and maintained in good condition. Lettering is to be white gloss, exterior-type enamel. The sign and posts shall be given one prime coat and two finish coats of dark brown gloss exterior enamel paint. The sign shall be erected at the designated location and shall be maintained in good condition by the Contractor until completion of the contract. The sign shall remain the property of the

Contractor and shall be removed from the site upon final inspection and acceptance of the facility.

Contractor identification and logo shall be allowed only on this sign and nowhere else on the exterior of the job site, with the exception of company vehicles. There should be no signs for the purpose of advertising anywhere on the site. Contractors shall submit sign proposal to BCE for approval.

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 6

AC1 - 6 JOB SITE MOBILIZATION

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

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 7

AC1 - 7 SAFETY

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

AC1 - 8 HAZMAT/HAZWASTE HOUSEKEEPING

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

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

b. Material Safety Data Sheets: The Contractor shall furnish English language versions of the

Material Safety Data Sheets (MSDS) of hazardous materials, chemical, toxic, and noxious, that will be used in the construction work, to 31 st

CES/CEAV for approval and coordination through SEG and

SGPB. The Contracting Officer will provide sample of the MSDS form to the Contractor.

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

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

CES/CEAV 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 31 st

CES/CEF or 31 st

CES/CEAV.

f. Asbestos Containing Materials: Asbestos containing materials will be encountered during demolition work. It shall be the responsibility of the Contractor to handle and dispose asbestos containing materials in the appropriate manner, as prescribed by Italian Law, governing the handling of such materials, and to provide all required documentation and related coordination to

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 8 obtain the necessary authorizations. Removal, handling and disposal of asbestos containing materials shall be in compliance with Section 13281 of this contract document.

AC1 - 9 PRESERVATION OF EXISTING CONDITIONS

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

AC1 - 10 WORK SITE CONDITIONS

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

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

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 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.

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 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

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 9 area(s) for material or equipment storage that has not been approved by C.O.

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 surrounding the building involved in the work. Since the adjacent buildings are used every day, the Contractor shall provide that the surrounding areas are kept constantly clean and accessible, completely safe, and that the facilities are not in any way aesthetically damaged, even temporarily. Such functions include disposal of accumulated waste materials and rubbish and other operations necessary to present a neat appearance at all times.

Grass within the construction sites and material storage areas shall never exceed 10 cm in height.

All rubbish and waste materials shall be placed in Contractor furnished containers. Contractors shall ensure all light weight debris at the construction site is properly secured in waste receptacles so that it does not blow to another area or onto the airfield. During the laying of asphalt roads, streets and/or parking surfaces, areas soiled by residual asphalt shall be cleaned the same day.

AC1 - 11 AIRFIELD SAFETY TRAINING

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

AC1 - 12 PARKING

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

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

AC1 - 13 ACCESS ROUTES

The project site is located within a fenced 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.

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 10

AC1 - 14 TRUCKING AND ROADS

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

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

AC1 - 15 NOISE CONTROL

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

AC1 - 16 EXCAVATIONS

Every trench/excavation shall be returned to its original condition within ten days of the original excavation; this may be extended to 30 days if approved by the BCE. Contractor shall phase trenching and excavation operations in order to comply. At minimum, Contractor shall restore the site to pre-excavation conditions. All soil stockpiles shall be hidden from view to the maximum extent possible. Prior approval by

BCE is required if soil stockpiles are to remain exposed for long periods of time. Dust control measures are the responsibility of the Contractor and shall be implemented as directed by BCE. All road cuts must be approved by BCE prior to execution.

AC1 - 17 LAWN MAINTENANCE

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

AC1 - 18 LAWN ESTABLISHMENT

Within seven (7) workdays of actual completion of work at contract site, the Contractor shall prepare all disturbed areas inside and outside of the fenced site for sodding, or hydro-seeding, as provided in contract

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 11 specifications. Contractor shall restore the site to a condition and appearance equal to or better than existing before the work occurred. Such restoration work will not be considered complete, and the facility not accepted, until approved by BCE. Additionally, no seeding shall be authorized for lawn establishment, whether new, or for restoration purposes unless specifically authorized by C.O.

AC1 - 19 CONSTRUCTION SITE RESTORATION

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

All trailers, equipment/storage units, residual construction materials shall be removed also within five (5) days of Government acceptance of the project site.

AC1 - 20 PROCEDURES AND WORK PHASES

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

AC1 - 21 SALVAGEABLE MATERIALS

In this contract are indicated materials and equipment to be removed, stored and subsequently reinstalled.

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

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

AC1 - 22 CONSTRUCTION DRAWINGS

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

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 12

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 13

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 14

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 15

AC1 - 23 TECHNICAL SPECIFICATION

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

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 for the other applicable specifications.

AC1 - 24 ADDITIONAL SPECIFICATIONS

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

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

AC1 - 25 REVISED MASTER SPECIFICATIONS

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

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

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 02220/R SITE DEMOLITION

SECTION 03300/R CAST-IN-PLACE CONCRETE

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 16

SECTION 04200/R MASONRY

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 08800/R GLAZING

SECTION 09220/R INTERIOR PLASTER

SECTION 09250/R GYPSUM AND CEMENT BOARD

SECTION 09310/R CERAMIC AND STONE COMPOSITE TILE

SECTION 09510/R ACOUSTICAL CEILING

SECTION 09685/R CARPET TILE

SECTION 09900/R PAINTS AND COATINGS

SECTION 12490/R BLINDS

SECTION 13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

SECTION 15181/R CHILLED WATER AND HOT WATER PIPING

SECTION 15400/R PLUMBING

SECTION 15601/R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

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/ INTERIOR LIGHTING

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 17

SECTION 16530/R EXTERIOR LIGHTING

SECTION 16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

AC1 - 26 ADDITIONAL NORMS AND STANDARDS

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

Design Guide 2011 Revision, UFGS-01 78 00, UFGS-01 78 23, NFAS 5252.236-9310, NFPA, ASTM, UL, HANDBOOKS, Norms and Standards, whose manuals and regulations are available for review at the

Contracting Officer.

AC1 - 27 FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS

1. Once issued NTP, Contractor is required to contact CEAOR and schedule a meeting to fill Form

DD1354 with appropriate project data for real property capitalization (DD1354 and category codes list CATCODE_LIST_2010 are available in engineering office during normal hour of operations). Contractor is required to provide final Form DD1354 for 31CES/CD signature before contract close out;

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.

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.

- Prepare a warranty management plan according to.UFGS-0178 00 'CLOSEOUL, SUBMITIALS' as defined on paragraph 1.7. Scope of Warranty Management Plan: in to summarize the information related to warranty of all the items on a single document containing sufficient detail to render it suitable for use by future maintenance and repair personnel. Document should recall warranties of Architectural, Mechanical and Electrical equipment.

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 18

- 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). AS BUILT drawings should be clearly identified by applicable revision and issue date. All changes related to as built condition which are different from 100% final revision should be clearly identified by revision cloud and revision delta with detailed notes. Drawings shall be printed out in the original size defined on the title block and shall be folded according to UNI 938 for future use on binders. Date on drawing shall be in the format D/M/Y rather than just M/Y;

- Prepare the operation and maintenance data according to UFGS-01 78 23 including information defined on data packages 1 to 5 (refer to para 1.7 of UFGS spec for details) depending on equipment type: Hardcopies and softcopies of each manual shall be fully legible and shall include a table of contents and an index.

- Submittal SD-lO O&M obliged to provide for DDC documentation including information as per data package 4 (BACnet Direct Digital Control Systems, Controls System Operators

Manuals, VFD Service Manuals) Submittal SD-11 with training documentation should be provided. The manual shall be specific to the project, written to actual project conditions and providing a complete and concise depiction of the installed work.

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

AC1 - 28 WARRANTY TAGS

At the time of installation, tag each warranted item with a durable, oil and water resistant tag approved by the Contracting Officer. Attach each tag with a copper wire and spray with a silicone waterproof coating.

Also, submit two record copies of the warranty tags showing the layout and design. The date of acceptance and the QC signature must remain blank until the project is accepted for beneficial occupancy. Show the following information on the tag.

Type of product/material

Model number

Serial number

2489 ASHE 16-1033 FAC 1380_AC1_ENG_100%.docx 19

Contract number

Warranty period from/to

Inspector's signature

Construction Contractor

Address

Telephone number

Warranty contact

Address

Telephone number

Warranty response time priority code

WARNING - PROJECT PERSONNEL TO PERFORM ONLY OPERATIONAL MAINTENANCE DURING THE

WARRANTY PERIOD.

PAGE INTENTIONALLY LEFT BLANK

SECTION 01100/R

SECTION 01100/RSECTION 01100/RSECTION 01100/RSECTION 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

SECTION 01101/RSECTION 01101/RSECTION 01101/RSECTION 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

-- End of Section –

SECTION 02220/R

SECTION 02220/RSECTION 02220/RSECTION 02220/RSECTION 02220/R

SITE DEMOLITION

Add the following paragraph:

1.1.5 Electrical and Electronic Equipment Waste Disposal (RAEE)

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

3.1 EXISTING ITEMS TO BE REMOVED

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

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

-- End of Section –-

SECTION 03300/R

SECTION 03300/RSECTION 03300/RSECTION 03300/RSECTION 03300/R

CAST-IN-PLACE CONCRETE

Paragraph 1.1:

Delete:

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.

Add:

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

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 04200/R

SECTION 04200/RSECTION 04200/RSECTION 04200/RSECTION 04200/R

MASONRY

Paragraph 1.1:

Delete:

UNI 8942-1 (1986) Clay Bricks and Blocks:

Terminology and Classification System.

UNI 8942-2 (1986) Clay Bricks and Blocks for Masonry:

Acceptance Limits.

UNI 8942-3 (1986) Clay Bricks and Blocks:

Test Methods.

UNI-EN 196.1-7 Test Method of Concrete.

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

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

Add:

UNI 771-1 (2005)Specification for Masonry Units.

Part 1: Clay Masonry Units.

UNI-EN 196.1-7 (2005) Test Method of Concrete.

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

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

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

Circolare n.617

Dated 02 February 2009 “Application Guidance for Technical Norms for

SECTION 05120/R

SECTION 05120/RSECTION 05120/RSECTION 05120/RSECTION 05120/R

STRUCTURAL STEEL

Paragraph 1.1 References:

Delete:

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).

Add:

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 Preloading.

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

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

Preloading.

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.

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

Circolare n.617

Dated 02 February 2009 “Application Guidance for Technical Norms for

Constructions”.

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

Replace:

“CNR UNI 10011” with “CNR 10011”

Paragraph 2.2.1 Structural steel:

Replace:

“CNR UNI 10011” with “CNR 10011”

Paragraph 2.1.1 Steel Shapes:

Add:

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

Paragraph 2.2.3 Steel Pipe:

Replace:

“UNI 8863-A1” with “UNI EN 10255”

Paragraph 2.3.1 High-Strength bolts:

Replace:

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

Paragraph 2.3.2 Nuts:

Replace:

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

Paragraph 2.3.3 Washers:

Replace:

“UNI 5714” with “UNI EN 14399-5 and UNI EN 14399-6” “UNI 5712” with “UNI EN 14399-3 and UNI EN 14399-4”

Paragraph 2.3.4.1 Bolts:

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

Paragraph 2.3.4.2 Nuts:

Replace:

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

Paragraph 2.3.4.3 Washers:

Replace:

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

Paragraph 2.6.2 Shop Primer:

Replace:

“CNR UNI 10011” with “CNR 10011 norm”

Paragraph 3.3 Connections:

Replace:

“CNR UNI 10011” with “CNR 10011 norm”

Paragraph 3.3.1 High-Strength bolts:

Replace:

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

“CNR UNI 10011” with “CNR 10011”

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:

Replace:

“CNR UNI 10011” with “CNR 10011”

-- End of Section --

SECTION 05500/R

SECTION 05500/RSECTION 05500/RSECTION 05500/RSECTION 05500/R

METAL FABRICATIONS

Paragraph 1.1 Applicable Publications:

Delete:

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.

Add:

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.

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

Circolare n.617

Dated 02 February 2009 “Application Guidance for Technical Norms for

-- End of Section –

SECTION 07220/R

SECTION 07220/RSECTION 07220/RSECTION 07220/RSECTION 07220/R

ROOF INSULATION

Paragraph 1.1 Applicable publications:

Delete:

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

– Specification.

Add:

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

– Specification.

SECTION 07231/R

SECTION 07231/RSECTION 07231/RSECTION 07231/RSECTION 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

SECTION 07600/RSECTION 07600/RSECTION 07600/RSECTION 07600/R

FLASHING AND SHEET METAL

Paragraph 1.1 Applicable publications:

Delete:

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):

SECTION 07600/R

“UNI EN 10142” with “UNI EN 10327”.

SECTION 07840/R

SECTION 07840/RSECTION 07840/RSECTION 07840/RSECTION 07840/R

FIRESTOPPING

Paragraph 2.3 MANUFACTURERS:

Add:

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

SECTION 07920/RSECTION 07920/RSECTION 07920/RSECTION 07920/R

JOINT SEALANTS

Add at the end of Paragraph 2.2 the following sentence:

SECTION 08110/R

SECTION 08110/RSECTION 08110/RSECTION 08110/RSECTION 08110/R

STEEL DOORS AND STEEL FRAMES

Paragraph 1.1 Applicable publications:

Delete:

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.

Add:

EN 9774 (1990) Thermal Insulation for Building Application - Guidelines for Selecting Properties.

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:

Delete:

“blast resistant”

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:

Delete:

“blast loads”

Read the sentence as follows:

“Structural calculations.”

Paragraph 1.2.5 Test Reports:

Delete:

“Resistance to blast loads”

Add:

“REI tests.”

Paragraph 1.3.2 Rated Assembly Coordination:

Delete:

“and/or blast resistant”

Read the sentence as follows:

“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.”

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”

-- End of Section –

SECTION 08120/R

ALUMINUM DOORS, FRAMES AND SIDELIGHTS

Paragraph 1.1 Applicable publications:

Delete:

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.

Add:

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:

Delete the whole paragraph.

Paragraph 1.2.5 Test Reports:

Delete the whole paragraph.

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.”:

Delete:

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

Add:

“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:

Delete:

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

Add:

METRA SERVICE

37169 Villafranca (VR) Italia Via 1° Maggio, 12

Tel: +39(0)45/6303320 Fax: +39(0)45/6303318

SCHÜCO INTERNATIONAL srl 35030 Sarmeola (PD) Italia

Via Della Provvidenza,141 Tel: +39(0)49/8226900 Fax: +39(0)49/8226952

Paragraph 2.9 FABRICATION OF ALUMINUM FRAMES:

Delete second and third sentence.

Paragraph 2.10.1 Sizes, Clearance and Edge Treatment:

Delete from first sentence:

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

SECTION 08520/R

SECTION 08520/RSECTION 08520/RSECTION 08520/RSECTION 08520/R

ALUMINUM WINDOWS

Paragraph 1.1 References:

Delete:

PREN 12365-1 (1996) Building Hardware – Gaskets and Weather-stripping for Doors, Windows, Shutters, and Curtain Walls. Part 1: Performance Requirements and

Classification.

Add:

EN 12365-1 (2003) Building Hardware – Gaskets and Weather-stripping for Doors, Windows, Shutters, and Curtain Walls. Part 1: Performance Requirements and Classification.

Delete:

UNI EN 573-1 (1996) Aluminum and Aluminum Alloys - Chemical Composition and Form of Wrought Products - Part 1:

Numerical Designation System.

Add:

UNI EN 573-1 (2005) Aluminum and Aluminum Alloys - Chemical Composition and Form of Wrought Products - Part 1:

Numerical Designation System.

Delete: Paragraph 1.2.4 “Design Data”.

Change: Paragraph 1.2.5 into Paragraph 1.2.4 Change: Paragraph 1.2.6 into Paragraph 1.2.5 Change: Paragraph 1.2.7 into Paragraph 1.2.6

Paragraph 1.2.4:

Delete: “Resistance to blast Load”.

Paragraph 1.2.6:

Delete: “and blast pressure”.

Paragraph 2.1.c.:

Delete: “In alternative the aluminum type can be as recommended by the blast window manufacturer”.

Delete: Paragraphs 2.1.f. and 2.1.g.

Paragraph 2.1:

Delete:

ARPAL DEFENDER INC.

6701 Democracy Blvd.

Suite 300

Bethesda, MD 20817, USA ATTN: Marty Emek Tel: (301) 571-9333 Fax: (301) 349-5479 Email: moty@arpal.com

SALZER BUILDING SECURITY

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)1914302328

Add:

METRA SERVICE

37169 Villafranca (VR) Italia

Via 1° Maggio, 12 Tel: +39(0)45/6303320 Fax: +39(0)45/6303318

SCHÜCO INTERNATIONAL srl

35030 Sarmeola (PD) Italia Via Della Provvidenza,141 Tel: +39(0)49/8226900 Fax: +39(0)49/8226952

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

Delete: Paragraph 2.1.1.

Change: Paragraph 2.1.2 into Paragraph 2.1.1 Change: Paragraph 2.1.3 into Paragraph 2.1.2.

Paragraph 2.2.1:

Delete: “Frame bites shall be 9.5 mm, as minimum, for structurally glazed systems, 25 mm, as minimum, for non structurally glazed systems. Glazing shall resist to the static loads indicated in Section 08800 Glazing”.

Paragraph 2.2.2:

Replace: “PREN 12365-1” with “EN 12365-1”

Paragraph 2.2.3:

Delete: “Fasteners shall withstand the static loads indicated in Paragraph 2.1.f, and 2.1.g”.

Paragraph 3.1.3:

Delete: “Windows installed in masonry walls shall have head and jamb members designed to recess into masonry wall not less than 11 mm.

SECTION 08800/R

SECTION 08800/RSECTION 08800/RSECTION 08800/RSECTION 08800/R

GLAZING

Paragraph 1.1 Applicable publications:

Delete:

UNI EN 572-2 (1996) Glass in Building - Basic Sode Lime Silicate Glass Products. Part 2: Float Glass.

ISO 11600 (1993) Building Construction - Sealants - Classification and Requirements.

UNI 7697 (2002) Safety Criteria for Glazing.

UNI 10593/1 (1996) Glass for Building Construction, Insulating Glass - Generalities and Dimensional Tolerances.

UNI 10593/2 (1996) Glass for Building Construction, Insulating Glass - Tests of Aging, Measurement of Penetration of Water Vapor and Requirements.

UNI 10593/3 (1996) Glass for Building Construction, Insulating Glass - Initial Type of Tests for the Measurement of the Speed of the Loss of Gas from Insulated Glass Filled with Gas.

UNI 10593/4 (1996) Glass for Building Construction, Insulating Glass - Method of Tests for Determining the Physical Properties of Sealing the Edges.

Add:

UNI EN 572-2 (2004) Glass in Building - Basic Sode Lime Silicate Glass Products. Part 2: Float Glass.

ISO 11600 (2003) Building Construction - Sealants - Classification and Requirements.

UNI 7697 (2007) Safety Criteria for Glazing.

UNI 1279/1 (2004) Glass in building. Insulating Glass Units. Part 1:

Generalities, Dimensional Tolerances and Rules for the System Description.

Uni 1279/2 (2004) Glass in Building. Insulating Glass Units. Part 2:

Long Term Test Method and Requirements for Moisture Penetration.

Uni 1279/3 (2004) Glass in Building. Insulating Glass Units. Part 3:

Long Term Test Method and Requirements for Gas Leakage Rate and for Gas Concentration Tolerances.

Uni 1279/4 (2004) Glass in Building. Insulating Glass Units. Part 4:

Methods of Test for the Physical Attributes of Edge Seals.

Paragraph 2.2 Insulating glass units:

Replace:

“UNI 10593/1” with “UNI 1279/1”;

“UNI 10593/2” with “UNI 1279/2”;

“UNI 10593/3” with “UNI 1279/3”;

“UNI 10593/4” with “UNI 1279/4”.

Add the following paragraphs:

2.2.2 Transmittance:

Transmittance of the…