ASHE 20-8000 TECH-SPECS (1).pdf

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

Prepared and Submitted by:

Engineering Tools srl Via del Makò, 33 - 33084 Cordenons (PN)

Tel. +39 0434 1602158; Fax +39 0434 542813 Email: info@engtools.eu

PROJECT ASHE 20-8000

A/E CONTRACT No. FA5682-17-D-0006;

D.O. FA568219F0025

EXPAND MDG WAREHOUSE FOR WRM FAC. 1415

AREA F – AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

SUBMITTAL: FINAL (100% design)

Date: November the 6th, 2019

PROJECT: ASHE 20-8000 EXPAND MDG WAREHOUSE FOR WRM FAC. 1415

Page 2 of 58 TECHNICAL SPECIFICATIONS FINAL (100% design)

THIS PAGE LEFT INTENTIONALLY BLANK

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

Prepared and Submitted by:

Engineering Tools srl Via del Makò, 33 - 33084 Cordenons (PN)

Tel. +39 0434 1602158; Fax +39 0434 1602158 Email: info@engtools.eu

PROJECT ASHE 20-8000

A/E CONTRACT No. FA5682-17-D-0006; D.O. FA568219F0025

EXPAND MDG WAREHOUSE FOR WRM FAC. 1415, AREA F – AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT NO. ASHE 20-8000, PERTAINING TO THE

EXPANSION OF THE MEDICAL GROUP WAREHOUSE FOR WRM (FAC. 1415) AT AVIANO AB ,

I DECLARE THAT I HAVE ASCERTAINED THAT THE TECHNOLOGICAL SYSTEMS INCLUDED THERIN COMPLY

WITH THE APPLICABLE ITALIAN NORMS.

Date: 11/06/2019

Design Coordination and Review

Ing. Stefano Bellinger Ordine degli Ingegneri della Provincia di Pordenone No.739 Sez.A

Architectural and Civil

Ing. Marco Giordani Ordine degli Ingegneri della Provincia di Pordenone No.1069 Sez.A

Structural

Ing. Tiberio Altinier Ordine degli Ingegneri della Provincia di Pordenone No.716 Sez.A

Mechanical

Ing. Marco Ragogna Ordine degli Ingegneri della Provincia di Pordenone No.551 Sez.A

Electrical

P.i. Bruno Benincà Collegio Periti Industriali della Provincia di Pordenone No.735

Page 4 TECHNICAL SPECIFICATIONS FINAL (100% design)

EXPAND MDG WAREHOUSE FOR WRM FAC. 1415 PROJECT: ASHE 20-8000

FINAL (100% design) TECHNICAL SPECIFICATIONS Page 5

TABLE OF CONTENTS

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 6

SCHEDULE OF MATERIAL SUBMITTALS 21

TECHNICAL SPECIFICATIONS 27

SCHEDULE OF WORK ITEMS 557

Page 6 TECHNICAL SPECIFICATIONS FINAL (100% design)

AC1 - 1. SCOPE OF PROJECT

The Project Scope is to build an addition next Bldg. 1415 to be used as War Readiness Material (WRM) Warehouse Facility (about 600.0 sq.mt). The objective of the project is therefore the expansion of the existing warehouse in order to be able to store 195 loading units inside, in analogy to what already exists in the neighbouring warehouse.

The area is characterized by the presence of two buildings: a prefabricated building (Fac. 1415), dimensions: 30,30x18,30m and a metal canopy (30,20x7,00m) also used as warehouse.

The outdoor area is completely paved with asphalt. There are some underground utilities such as the storm water collection system, the electrical connection line to the near electrical substation, the grounding line.

Existing building 1415 is made of prefab concrete elements (pillars, beams, infill panels and roof tiles), equipped with fixed aluminium windows placed at a height of about 6m from the ground with the function of light sockets, two sectional doors, 4.70m wide, for the access to the storage area and some accesses dedicated to specific premises.

The roof has two sloping pitches with a 27% gradient and a roofing tile covering. Externally, the building is tinted according to the types of paint required by the Aviano Design Guide.

The Expansion project anticipates the construction of a prefabricated building to be placed in adherence to the existing building. The building will have dimensions and characteristics similar to the existing warehouse, as shown on Drawings.

From an organizational point of view, the new rectangular building, with a size of about 30x50x18,30m, consists mainly of the storage space of the medical materials, with some service rooms such as restroom and technical rooms, the latter with direct access from the outside.

Structural works include the construction of a prefab facility with precast pillars, main prestressed beams with "L" section, plan roof in prefabricated tiles h = 60 cm. A cast in place concrete slab with ф = 8 mm welded mesh will realize a plan to support a steel frame roof. Perimeter walls will be with prefab panels with interposed continuous insulation. The foundations will be made of plinths connected by continuous curbs also having the function of panel-holding beams. The new structural works will allow to have 550 mq covered.

The building is accessed through two sectional doors with automatic control and two doors that also serve as escape route.

As well as in the existing building, the construction of fixed thermal break aluminium doors and windows with low emissivity and solar control glazing with light inlets is anticipated.

From an energy point of view, the building will be isolated as required and by current legislation.

Internally it is planned to build an industrial concrete floor, walls and ceiling painted with enamel paint, metal shelving arranged along the perimeter and in a central position, anchored to the building and destined for the storage of the required material.

As defined in the Kick-off meeting, the construction of the ventilated crawl space is not anticipated as continuous presence of personnel is not foreseen: this building is not considered a workplace.

On the roof, a lifeline will be installed and also extended to the roof of the existing building. In relation to the type of coverage it is preferable to provide for the realization of this protection system as it has a lower impact than a collective protection system such as a parapet.

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

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS

• Cut of concrete pavements and excavations in any kind of material for:

o installation of new utility lines (water and electrical);

PRE-FINAL (60% design) AC1 Page 7 of 58 o installation of new water treatment buried parts;

o disconnection and seal of drain line from wash rack inlets to existing Oil-Water Separator

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

PART II – REPAIR WORKS

• Furnishing and installation of complete new underground water treatment systems including all new piping, tanks, pumps, connections and dedicated electrical system, including grounding system;

• Furnishing and installation of new precast concrete pits;

• Furnishing and installation of new above ground treatment plant, including the insulated equipment containment box to house the new plant;

• Installation of new electric feeding lines from the existing panel, to the new installed equipment, where needed;

• Furnishing and installation of new aboveground temporary storage tank for treated water, including the new reinforced concrete slab underneath.

• Repair of paved areas disturbed by works, including trench and excavation backfill and compaction;

• Every other item to provide a wash rack fully functional, in accordance with applicable norms and to perform a job in a workmanlike manner.

Page 8 TECHNICAL SPECIFICATIONS FINAL (100% design)

AC1 - 2. 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:

NOT APPLICABLE

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

AC1 - 3. SUBMITTAL OF MATERIALS

In accordance with Paragraph 2.5 of the technical specification No. 01100/R, entitled “GENERAL CONDITIONS” of the Master Specifications, the materials listed in "MATERIAL SUBMITTAL SCHEDULE" shall be submitted as required by the time schedule indicated, for the approval by the Contracting Officer’s Technical Representative. The Contractor shall provide, for all the materials that will be furnished and installed, a written certification, completed with catalog data from which shall be clear the total absence of toxic-noxious materials. Number of copies will be as required on "MATERIAL SUBMITTAL SCHEDULE".

AC1 - 4. CONSTRUCTION AREA SCREENING

All construction sites and material storage areas shall be securely fenced around the entire perimeter within an area defined by the Contracting Officer’s (C.O.) Technical Representative. Bilingual signs, "VIETATO L'INGRESSO - LAVORI IN CORSO / WORK AREA - NO ENTRY" shall be placed at the work area entry and along each side of the fencing. Fence type, height, and screening color should also be specified by the Base Civil Engineering (BCE). Fencing shall be completely secured at top and bottom to prevent access. Fences shall be screened with opaque screening material to prevent visibility inside the fenced area. Fences and screens shall be adequately staked and/or anchored to prevent blowing over during high wind conditions. Contractor shall not start installation of area screening until approved, in writing, by Contracting Officer (C.O.). Contractor shall submit photos or samples of the screening material for approval by C.O. The Contractor shall replace or repair in a timely manner, as determined by C.O., all fences and screening sections that have damage or develop unsightly rips or holes. It is strictly forbidden to install advertisement signs and/or logos including contractor’s along the construction site fence. At the end of the work or when exterior work requires it, temporary fencing shall be removed. Night warning lights shall be installed to illuminate the work area, from sunset to dawn.

AC1 - 5. PROJECT SIGN

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

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

AC1 - 6. JOB SITE MOBILIZATION

The Contractor shall submit a proposal to C.O. diagramming their construction site and all material storage areas in locations separate from a construction site. The Contractor shall submit this plan 14 calendar days prior to the start of construction. Material mobilization and construction execution cannot begin

PRE-FINAL (60% design) AC1 Page 9 of 58 until the plan has been approved by the base. Jobsite utility connections are the responsibility of the Contractor and shall be coordinated through BCE. Temporary overhead utility runs are prohibited.

Contractor shall include a plan for supplying required utilities to their site in their proposal.

AC1 - 7. SAFETY

Reference regulations for construction works 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: in case of any difference, the more stringent applies. Contractor is responsible for ensuring overall compliance. 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.

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 0434 30 5709), in accordance with Legislative Decree 81/08.

Based on Safety and Coordination Plan (PSC) provided by C.O., Contractor shall develop a 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 31 FW/SEG Occupational Safety Office. Electronic copy of POS will be provided to 31 FS/SEG (Phone 0434 30 8526).

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

Confined Spaces Works.

Any time soil excavations - for foundations or to install underground utilities - are to be considered as "Confined Spaces” work, the contractor shall include in POS the specific procedures for work in confined spaces, in compliance with the indications of title iv of D.L. 81/08 and of the D.P.R. 177/11. In all that cases, the use of subcontractors who are not qualified to work in confined spaces will not be allowed.

AC1 - 8. CUSTODY OF HAZARDOUS WASTE AND HAZARDOUS MATERIALS

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

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

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

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

Page 10 TECHNICAL SPECIFICATIONS FINAL (100% design)

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

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

• Asbestos Containing Materials: Asbestos containing materials could be encountered during demolition work. It shall be the responsibility of the Contractor to handle and dispose asbestos containing materials in the appropriate manner, as prescribed by Italian Law, governing the handling of such materials, and to provide all required documentation and related coordination to obtain the necessary authorizations. Removal, handling and disposal of asbestos containing materials shall be in compliance with Local Regulations.

AC1 - 9. PRESERVATION OF EXISTING CONDITIONS

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

AC1 - 10. WORK SITE CONDITIONS

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

a. Building interior area: NOT APPLICABLE.

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

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

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

e. Loading and Unloading of Construction Materials and Equipment: Unloading of materials will be allowed within the fenced work area. Contractor's personnel, vehicles and equipment must not obstruct access roads to other buildings. Temporary parking of vehicles, for loading or unloading

PRE-FINAL (60% design) AC1 Page 11 of 58 materials and equipment is permitted in the proximity of the work area; unless such operations will obstruct traffic flow.

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

AC1 - 11. AIRFIELD SAFETY TRAINING

Work site area is outside Airfield Area. Contractor WITH 4 WEEKS OF ADVANCE shall contact the office “Airfield Management” before installing/using special tools and equipment (cranes, truck with tall arms, lifters, etc).

AC1 - 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 Contractor shall provide a haul route plan for approval by C.O.

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

AC1 - 14. TRUCKING AND ROADS

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

AC1 - 15. NOISE CONTROL

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

AC1 - 16. EXCAVATIONS

Page 12 TECHNICAL SPECIFICATIONS FINAL (100% design)

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

AC1 - 17. LAWN MAINTENANCE

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

AC1 - 18. LAWN ESTABLISHMENT

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

AC1 - 19. CONSTRUCTION SITE RESTORATION

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

AC1 - 20. PROCEDURES AND WORK PHASES

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

AC1 - 21. SALVAGEABLE MATERIALS

In this contract are indicated materials and equipment to be removed, stored and subsequently reinstalled. It shall be the responsibility of the Contractor to remove salvageable items with maximum care to avoid any damages; and to transport them to the storage areas as indicated by the Contracting Officer’s Technical Representative. It shall be the responsibility of the Contractor to provide containers for material disposal and/or transportation of the salvageable items. All discarded materials shall be transported to an authorized public dump site by the Regional and National Regulation according to the typology of the related material. Transportation of discarded materials shall be extended, to an authorized dump site, even if the dump site is located outside the authority limits of the Aviano City Council Territory.

AC1 - 22. CONSTRUCTION DRAWINGS

PRE-FINAL (60% design) AC1 Page 13 of 58

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

GROUP CODE TITLE

GENERAL

1 G-001

COVER SHEET, PROJECT AREAS AND AVIANO AB KEY MAPS / COPERTINA,

AREA DI PROGETTO E PIANTA CHIAVE BASE AVIANO

2 G-002

INDEX OF DRAWINGS

INDICE DEI DISEGNI

SURVEY MAPPING

3 V-101 SURVEY SPOT EIGHT MAP / RILIEVO PIANO QUOTATO

CIVIL

4 C-101

EXISTING CONDITION - SURVEY AND DEMOLITION PLAN / STATO DI FATTO

PLANIMETRIA E DEMOLIZIONI

5 C-102 PROJECT – GENERAL PLAN / PROGETTO PLANIMETRIA GENERALE

6 C-103

PROJECT - SURVEY AND UTILITY PLAN / PROGETTO - PLANIMETRIA E

PIANTA SOTTOSERVIZI

7 C-501 PROJECT - DETAILS / PROGETTO - DETTAGLI

ARCHITECTURAL

8 A-101

EXISTING CONDITION - GROUND FLOOR PLAN / STATO DI FATTO – PIANTA

PIANO TERRA

9 A-102

EXISTING CONDITION - ROOF PLAN / STATO DI FATTO – PIANTA

COPERTURA

10 A-103 PROJECT - GROUND FLOOR PLAN / PROGETT O – PIANTA PIANO TERRA

11 A-104 PROJECT – PLAN AT LEVEL 7.00m / PROGETTO – PIANTA A LIVELLO 7m

12 A-105 PROJECT - ROOF PLAN / PROGETTO – PIANTA COPERTURA

13 A-201

EXISTING CONDITION - ELEVATIONS, SECTION / STATO DI FATTO -

PROSPETTI, SEZIONE

14 A-202 PROJECT - ELEVATIONS / PROGETTO – PROSPETTI

15 A-301 PROJECT - SECTION / PROGETTO – SEZIONE

16 A-401 PROJECT - FLOOR FINISHES / PROGETTO – PIANTA PAVIMENTI

17 A-402

PROJECT - REFLECTED CEILING PLAN / PROGETTO – PIANTA

CONTROSOFFITTI

18 A-501 PROJECT - DETAILS / PROGETTO - DETTAGLI

19 A-502 PROJECT - DETAILS / PROGETTO – DETTAGLI

20 A-503

PROJECT - INDUSTRIAL METAL RACKING DETAILS / PROGETTO -

PARTICOLARI SCAFFALATURE METALLICHE

21 A-504

PROJECT - ROLLER DOOR DETAILS / PROGETTO - PARTICOLARI PORTONE

AVVOLGIBILE

Page 14 TECHNICAL SPECIFICATIONS FINAL (100% design)

22 A-601 PROJECT - DOORS & WINDOWS SCHEDULEE / PROGETTO - ABACO INFISSI

23 A-602

PROJECT - WALL SCHEDULE AND DETAILS / PROGETTO - ABACO DEI MURI E

PARTICOLARI

24 A-603

PROJECT - TOILET ENLARGED PLANS / PROGETTO - PIANTE INGRANDITE

BAGNI

STRUCTURAL

25 S-001 STRUCTURAL DESIGN DATA / DATI PROGETTAZIONE STRUTTURALE

26 S-101 PROJECT - FOUNDATION PLAN / PROGETTO - PIANTA FONDAZIONI

27 S-102 PROJECT - PLAN AT LEVEL 4.00m / PROGETTO - PIANTA A LIVELLO 4.00m

28 S-103 PROJECT - PLAN AT LEVEL 8.10m / PROGETTO - PIANTA A LIVELLO 8.10m

29 S-104

PROJECT - ROOF FRAMING PLAN / PROGETTO - PIANTA TELAIO DI

COPERTURA

30 S-301 PROJECT – SECTION / PROGETTO – SEZIONE

31 S-501

PROJECT – PLINTHS FOUNDATION DETAILS / PROGETTO - PARTICOLARI

PLINTI DI FONDAZIONE

32 S-502

PROJECT – FOUNDATION, COLUMN AND SLAB DETAILS / PROGETTO -

PARTICOLARI FONDAZIONI, PILASTRI E SOLAI

33 S-503

PROJECT – PRECAST BEAMS DETAILS / PROGETTO - PARTICOLARI TRAVI IN

C.A.P.

34 S-504

PROJECT – ROOF FRAMING AND RAILING DETAILS / PROGETTO -

PARTICOLARI TELAIO DI COPERTURA E PARAPETTO

35 S-505

PROJECT – FRAMING AND RAILING DETAILS / PROGETTO - PARTICOLARI

TELAIO DI COPERTURA E PARAPETTO

MECHANICAL

36 M-001

MECHANICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS / NOTE,

LEGENDA ED ABBREVIAZIONI IMPIANTI MECCANICI

37 MD101

EXISTING CONDITION - HVAC DEMOLITION / STATO DI FATTO -

DEMOLIZIONI HVAC

38 M-101

HVAC SYSTEMS - DUCTWORKS - MEZZANINE FLOOR / IMPIANTI HVAC -

CANALIZZAZIONI - PIANO MEZZANINO

39 M-102

HVAC PIPING SYSTEMS - GROUND AND MEZZANINE F/ IMPIANTI

TUBAZIONI HVAC - PIANO TERRA E MEZZANINO

40 M-301 SECTIONS - HVAC SYSTEMS / SEZIONI –IMPIANTI HVAC

41 M-302 SECTIONS - HVAC SYSTEMS / SEZIONI –IMPIANTI HVAC

42 M-501 DETAILS / DETTAGLI

43 M-502 DETAILS / DETTAGLI

44 M-503 DETAILS / DETTAGLI

45 M-504 DETAILS / DETTAGLI

46 M-601 EQUIPMENT SCHEDULES / TABELLE APPARECCHIATURE

47 M-701 DDC FUNCTIONAL SCHEMES / SCHEMI FUNZIONALI DDC

48 M-701 DDC FUNCTIONAL SCHEMES / SCHEMI FUNZIONALI DDC

PRE-FINAL (60% design) AC1 Page 15 of 58

49 M-701 DDC FUNCTIONAL SCHEMES / SCHEMI FUNZIONALI DDC

50 M-701 DDC FUNCTIONAL SCHEMES / SCHEMI FUNZIONALI DDC

51 M-701 DDC FUNCTIONAL SCHEMES / SCHEMI FUNZIONALI DDC

52 P-001

PLUMBING GENERAL NOTES, LEGEND AND ABBREVIATIONS / NOTE,

LEGENDA ED ABBREVIAZIONI IMPIANTI IDRICO-SANITARIO

53 P-101

PLUMBING SYSTEMS - GROUND FLOOR / IMPIANTI IDRICO-SANITARIO -

PIANO TERRA

54 P-501 DETAILS / DETTAGLI

ELECTRICAL

55 E-001

ELECTRICAL SYSTEM - LEGEND OF SYMBOLS / IMPIANTO ELETTRICO -

LEGENDA DEI SIMBOLI

56 E-002

ELECTRICAL SYSTEM - LEGEND OF SYMBOLS / IMPIANTO ELETTRICO -

LEGENDA DEI SIMBOLI

57 E-101

EXISTING CONDITION - ELECTRICAL UTILITIES AND DEMOLITIONS/

STATO DI FATTO - SOTTOSERVIZI ELETTRICI E DEMOLIIZIONI

58 E-102 NEW CONDITION - ELECTRICAL / PRGETTO - SOTTOSERVIZI ELETTRICI

59 E-103

GROUNDING AND LIGHTNING SYSTEMS / IMPIANTI DI TERRA E

PROTEZIONE FULMINI

60 E-104

LIGHTNING AND PHOTOVOLTAIC SYSTEMS / IMPIANTI PROTEZIONE

FULMINI E FOTOVOLTAICO

61 E-105 CABLE TRAYS FOR POWER SYSTEMS / CANALI PORTACAVI PER ENERGIA

62 E-106 POWER SYSTEM / IMPIANTO FORZA MOTRICE

63 E-107 LIGHTING SYSTEM / IMPIANTI ILLUMINAZIONE

64 E-601

PANELBOARDS FLOW-CHART AND LEGEND / FLOW-CHART QUADRI

ELETTRICI E LEGENDA

65 E-602

PANELBOARDS - ONE LINE DIAGRAMS / QUADRI ELETTRICI - SCHEMI

UNIFILARI

66 E-603

PANELBOARDS - ONE LINE DIAGRAMS / QUADRI ELETTRICI - SCHEMI

UNIFILARI

67 E-604

PANELBOARDS - ONE LINE DIAGRAMS / QUADRI ELETTRICI - SCHEMI

UNIFILARI

68 E-605

PANELBOARDS - ONE LINE DIAGRAMS / QUADRI ELETTRICI - SCHEMI

UNIFILARI

69 E-606

PANELBOARDS - ONE LINE DIAGRAMS / QUADRI ELETTRICI - SCHEMI

UNIFILARI

70 E-607

PANELBOARDS - ONE LINE DIAGRAMS / QUADRI ELETTRICI - SCHEMI

UNIFILARI

71 E-608

PANELBOARDS - ONE LINE DIAGRAMS / QUADRI ELETTRICI - SCHEMI

UNIFILARI

72 E-609

CEI 0-16 COMPLIANT PV SYSTEM PROTECTION – DIAGRAM / PROTEZIONE

FOTOVOLTAICA CONFORME CEI 0-16 - SCHEMA

TELECOMMUNICA TION

Page 16 TECHNICAL SPECIFICATIONS FINAL (100% design)

73 T-101

EXISTING CONDITION - TELECOMMUNICATION UTILITIES / STATO DI FATTO

- SOTTOSERVIZI TELECOMUNICAZIONI

74 T-102

TELECOMMUNICATION SYSTEM – NEW UTILITIES / IMPIANTO

TELECOMUNICAZIONI – NUOVI SOTTOSERVIZI

75 T-103 TELECOMMUNICATION SYSTEM / IMPIANTO TELECOMUNICAZIONI

76 T-104

PUBLIC ADDRESS AND DISABLE CALLING SYSTEMS / IMPIANTI DIFFUSIONE

SONORA E CHIAMATA DISABILI

FIRE ALLARM

77 FA101

FIRE ALARM SYSTEM LEGEND OF SYMBOLS / LEGENDA SIMBOLI IMPIANTO

ALLARME INCENDIO

78 FA101

FIRE DETECTION AND ALARM SYSTEM / IMPIANTO RIVELAZIONE ED

ALLARME INCENDIO

79 FA501

FIRE ALARM SYSTEM DETAILS / PARTICOLARI IMPIANTO ALLARME

INCENDIO

80 FA601

FIRE ALARM SYSTEM RISER DIAGRAM / SCHEMA IMPIANTO ALLARME

INCENDIO

FIRE PROTECTION

81 F-001

FIRE PROTECTION - LEGEND, ABBREVIATIONS AND GENERAL NOTES /

PROTEZIONE INCENDI - LEGENDA, ABBREVIAZIONI E NOTE GENERALI

82 F-101 NEW CONDITION - SPRINKLER SYSTEM / PROGETTO - IMPIANTO SPRINKLER

83 F-102

NEW CONDITION - LIFE SAFETY PLAN / PROGETTO - PLANIMETRIA USCITE

DI EMERGENZA

84 F-301 SECTIONS - SPRINKLER SYSTEM / SEZIONE - IMPIANTO SPRINKLER

85 F-501

FIRE PROTECTION - DIAGRAM & DETAILS / SCHEMA E DETTAGLI -

PROTEZIONE INCENDI

86 F-502 FIRE PROTECTION - DETAILS / DETTAGLI - PROTEZIONE INCENDI

87 F-503 FIRE PROTECTION - DETAILS / DETTAGLI - PROTEZIONE INCENDI

PRE-FINAL (60% design) AC1 Page 17 of 58

AC1 - 23. ADDITIONAL SPECIFICATION

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:

• A15960 DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

• A07220 ROOF INSULATION PANEL ISOTEC XL PLUS

• A05510 INDUSTRIAL METAL RACKS SYSTEM

• A08130 EXTERNAL ROLLER DOOR

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

AC1 - 24. REVISED MASTER SPECIFICATIONS

• SECTION 01100/R GENERAL CONDITIONS

• SECTION 01101/R PROJECT SIGN

• SECTION 02220/R SITE DEMOLITION

• SECTION 02315/R EXCAVATION AND FILL

• SECTION 02510/R WATER DISTRIBUTION

• SECTION 02530/R SANITARY SEWERAGE

• SECTION 02579/R PRECAST CONCRETE PAVING BLOCKS FOR SIDEWALKS

• SECTION 02722/R GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

• SECTION 02724/R AGGREGATE BASE COURSE AND SAND SUBBASE COURSE

• SECTION 02741/R BITUMINOUS CONCRETE PAVEMENT

• SECTION 03300/R CAST-IN-PLACE CONCRETE

• SECTION 03401/R HOLLOW SLAB SYSTEM (PREDALLES)

• SECTION 03450/R ARCHITECTURAL PRECAST CONCRETE

• SECTION 04200/R MASONRY

• SECTION 05120/R STRUCTURAL STEEL

• SECTION 05310/R STEEL DECKS

• SECTION 05500/R METAL FABRICATIONS

• SECTION 07112/R BITUMINOUS DAMPPROOFING

• SECTION 07214/R BOARD INSULATION

• SECTION 07220/R ROOF INSULATION

• SECTION 07231/R WALL INSULATION

• SECTION 07321/R CLAY ROOFING TILE

• SECTION 07600/R FLASHING AND SHEET METAL

• SECTION 07840/R FIRESTOPPING

• SECTION 07920/R JOINT SEALANTS

• SECTION 08110/R STEEL DOORS AND FRAMES

• SECTION 08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

• SECTION 08331/R ROLLING SERVICE GRILLS

• SECTION 08520/R ALUMINUM WINDOWS

• SECTION 08800/R GLAZING

• SECTION 09100/R METAL SUPPORT ASSEMBLIES

• SECTION 09220/R INTERIOR PLASTER

• SECTION 09250/R GYPSUM BOARD AND CEMENT BOARD

• SECTION 09310/R CERAMIC TILE

Page 18 TECHNICAL SPECIFICATIONS FINAL (100% design)

• SECTION 09510/R ACOUSTICAL CEILINGS

• SECTION 09900/R PAINTS AND COATINGS

• SECTION 10201/R METAL WALL AND DOOR LOUVERS

• SECTION 13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

• SECTION 15050/R BASIC MECHANICAL MATERIALS AND METHODS

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

• SECTION 15080/R INSULATION FOR MECHANICAL SYSTEMS

• SECTION 15400/R PLUMBING

• SECTION 15601/R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING

• SECTION 15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT

• SECTION 15810/R DUCTWORK AND DUCTWORK ACCESSORIES

• SECTION 15950/R HVAC TESTING/ADJUSTING/BALANCING

• SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

• SECTION 16303/R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

• SECTION 16316/R SWITCHBOARDS

• SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS

• SECTION 16510/R INTERIOR LIGHTING

• SECTION 16530/R EXTERIOR LIGHTING

• SECTION 16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM

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.

List of main applicable laws and norms:

D.Lgs 03/04/2006, n. 152 Environmental regulations

D.Lgs 16/01/2008, n. 4 Further corrective and supplementary provisions of the legislative decree 3 April 2006, n. 152, containing environmental regulations

L.R. 05/12/2008, n.16 FVG Urgent rules on the environment, territory, building, urban planning, hunting, reconstruction, seismic adaptation, transport, maritime domain and tourism.

AC1 - 26. FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS

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

2. All installed mechanical and electrical equipment shall have the required Italian Mark of Quality and shall conform to D.Lgs- 17/2010, with "C.E." Mark; and three copies of relevant certificates shall be furnished to the Contracting Officer for each item of equipment installed.

Furthermore, the electric equipment shall be in compliance with the Legislative Decree No.

81/2008 and subsequent modifications which apply the Directive 2014/35/EU (D.lgs. n.86

PRE-FINAL (60% design) AC1 Page 19 of 58

19/05/2016) and 2014/30/EU. Electrical tests and installation shall comply with Low 37/08 and CEI 64/8 Norm.

3. Contractor is required to perform F/A systems testing in accordance with CEF close out check list;

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.

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

- 3 set of AS BUILT drawings signed and stamped by qualified engineer and CD with Autocad and pdf electronic version of same drawings (AUTOCAD Release 2007 for drawings. Drawings shall be geospatially referenced using real world coordinates WGS- 1984 UTM 33N. 31CEP/CEPT section (0434-305488) will provide an AutoCAD drawing that is geospatially referenced for the contractor to use as a background);

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

Page 20 TECHNICAL SPECIFICATIONS FINAL (100% design)

Schedule of Material Submittals

Work

Items

Item n.

Approved Disapproved

1 REMOVAL OF ASPHALT PAVEMENTS 1

2 CONCRETE CRUB DEMOLITION 2

3 REMOVE OF BOLLARDS IN STEEL TUBO 3

4 DEMOLITION OF CONCRETE PAVEMENTS 4

Part Ib Architectural

5 REMOVAL OF UNDERGROUND PIPES (ACM) 1 3 3 3 3 3

6 REMOVING GUTTERS AND DOWNPIPES 2

REMOVING ROOF COVERING IN METAL PANELS 3

8 REMOVAL OF EXISTING PERIMETER DOORS 4

9 EXCAVATIONS 5a E E 3

10 FOUNDATION EXCAVATIONS (TRENCH) 5b E E 3

TRANSPORTATION DISPOSAL EXCAVATED SOIL 5c E

12 REUSE OF EXCAVATED SOIL 5d

13 REMOVAL OF EXISTING DOORS/WINDOWS 6

14 REALIZATION HOLES IN THE MANSONRY 7

Part Ic Structural

15 DEMOLITION OF STEEL CANOPY 1

16 DEMOLITION PAVEMENTS AND FOUNDATION 2

IIa Civil

17 GEORADAR SURVEY 1 E E

18 GIS AS BUILT PACKAGE FOR ALL UTILITIES 2 E E

19 SLOPED SCREED – SIDEWALK 3 1 E E E

20 SEWERAGE FOR BATHROOM 4 1 E E E E E E

21 RESTORING SIDEWALKS 5

22 SLOPED SCREED – CONCRETE BASEMENT 6 E

23 GRAVEL FOR FOUNDATIONS “TOUT VENANT” 7 E

24 BITUMINOUS CONGLOMERATE FLOOR 8 E E E E

WEAR CARPET IN BITUMINOUS CONGLOMERATE 9 E E E E

R e q u ir e d S u b m is s io n D a te

Item or Description of Item, Contract Reference, Type of Submittal

F ie ld R e p o rt s

Date Contractor

Notified

(To be completed by Contract Administrator)

S u b m it ta l N u m b e rs

C o n tr a c to r R e s u b m it ta l

F in a l A p p ro v a l

Number of Copies Required

C e rt if ic a te o f

C o m p lia n c e

S h o p

D ra w in g s

O p e ra ti n g I n s tr u c ti o n s

S c h e d u le s L is ti n g s R e p o rt s P la n s

Solicitation / Contract Number:

Remarks

(To be completed by Project Engineer)

D a te R e c e iv e d i n

C o n tr a c ti n g

T e s t

R e p o rt s

D a te t o C iv il

E n g in e e ri n g

S a m p le s

C o lo r

S e le c ti o n

M a n u fa c tu re r' s R e c o m m e n d a ti o n

R e tu rn

S u s p e n s e

D a te

Project Number:

ASHE 20-8000

Project Title:

EXPAND MDG WAREHOUSE FOR WRM FAC. 1415

Part Ia Civil

M a te ri a l S a fe ty D a d a S h e e t

(M S

D S

A. NEW WORKS

PART I - Arch., Struct., Civil DEMOLITIONS and REMOVALS

T e c h n ic a l D a ta

M a n u fa c tu re r' s W a rr a n ty

C a ta lo g D a ta

L in e N u m b e r

PART II - Arch., Struct., Civil

Items

Item n.

Approved Disapproved

R e q u ir e d S u b m is s io n D a te

Item or Description of Item, Contract Reference, Type of Submittal

F ie ld R e p o rt s

Date Contractor

Notified

(To be completed by Contract Administrator)

S u b m it ta l N u m b e rs

C o n tr a c to r R e s u b m it ta l

F in a l A p p ro v a l

Number of Copies Required

C e rt if ic a te o f

C o m p lia n c e

S h o p

D ra w in g s

O p e ra ti n g I n s tr u c ti o n s

S c h e d u le s L is ti n g s R e p o rt s P la n s

Solicitation / Contract Number:

Remarks

(To be completed by Project Engineer)

D a te R e c e iv e d i n

C o n tr a c ti n g

T e s t

R e p o rt s

D a te t o C iv il

E n g in e e ri n g

S a m p le s

C o lo r

S e le c ti o n

M a n u fa c tu re r' s R e c o m m e n d a ti o n

R e tu rn

S u s p e n s e

D a te

Project Number:

ASHE 20-8000

Project Title:

EXPAND MDG WAREHOUSE FOR WRM FAC. 1415

M a te ri a l S a fe ty D a d a S h e e t

(M S

D S

T e c h n ic a l D a ta

M a n u fa c tu re r' s W a rr a n ty

C a ta lo g D a ta

L in e N u m b e r

26 RELOCATION OF BOLLARDS 10

27 ROAD CONCRETE CORD 11

IIb Architectural

SLOPED SCREED (AVERAGE THICKNESS 20cm) 1 3 E E E 3

29 SLOPED SCREED (AVERAGE THICKNESS 8 cm) 2 E E E 3

PROTECTIVE TREATMENT OF CONCRETE

SUFACES

3 E E E E

31 STRUCTURAL MONOLITIC INSULATION PANEL 4 E E E E

32 ROOF COVERING IN RED “PORTUGUESE” TILES 5 E E E

33 FALSE CEILING IN MINERAL FIBERS 6 2 E E E E E E

34 LIGHTENED CMU WALLS 20 CM -EI 120 7 3 E E E E

35 FILL THE HOLE WITH REINFORCED CONCRETE 8

36 VAPOR BARRIER ON FLOOR 9 E

WATERPROOFING MEMBRANE ON FOUNDATION 10 E E E

FLOOR INSULATION IN POLYSTYRENE 10 CM TH. 11 E E E E

39 NON-SLIP FLOOR TILES 12 2 E E E E E

40 TILES 13 2 E E E E E

INTERNAL PARTITIONS IN PLASTERBOARD REI 60 14 3 2 E

42 EXTERIOR PAINTING 15 3 3 E E E E E

43 PLASTER 16 3 3 E E E E

44 SKIM COAT WALL (INTERNAL SURFACES) 17

45 PAINTING OF INTERNAL WALLS 18 3 3 E E E E E E

46 INTERNAL DOORS WITH ALUMINUM FRAME 19 E 2 E E E E E E

47 EXTERNAL ALUMINUM WINDOWS 20 3 E 2 E E E E E E

48 EXTERNALI ALUMINUM DOORS 21a 3 E 2 E E E E E E

49 PANIC EXIT DEVICE 21b 3 E 2 E E E E E E

50 LOUVER 22 2 E E E E E

51 EXTERNAL ALUMINUM ROLLER DOOR 23 3 E 2 E E E E E E

52 SANITARY VENTILATION STACKS COVERS 24 E E E E

53 DOWNSPOUTS 25a E 2 E E E E E

54 GUTTERS 25b E 2 E E E E E

55 SPLASH BLOCK 25c E E E E E E

Items

Item n.

Approved Disapproved

R e q u ir e d S u b m is s io n D a te

Item or Description of Item, Contract Reference, Type of Submittal

F ie ld R e p o rt s

Date Contractor

Notified

(To be completed by Contract Administrator)

S u b m it ta l N u m b e rs

C o n tr a c to r R e s u b m it ta l

F in a l A p p ro v a l

Number of Copies Required

C e rt if ic a te o f

C o m p lia n c e

S h o p

D ra w in g s

O p e ra ti n g I n s tr u c ti o n s

S c h e d u le s L is ti n g s R e p o rt s P la n s

Solicitation / Contract Number:

Remarks

(To be completed by Project Engineer)

D a te R e c e iv e d i n

C o n tr a c ti n g

T e s t

R e p o rt s

D a te t o C iv il

E n g in e e ri n g

S a m p le s

C o lo r

S e le c ti o n

M a n u fa c tu re r' s R e c o m m e n d a ti o n

R e tu rn

S u s p e n s e

D a te

Project Number:

ASHE 20-8000

Project Title:

EXPAND MDG WAREHOUSE FOR WRM FAC. 1415

M a te ri a l S a fe ty D a d a S h e e t

(M S

D S

T e c h n ic a l D a ta

M a n u fa c tu re r' s W a rr a n ty

C a ta lo g D a ta

L in e N u m b e r

GALVANIZED SHEET PREPAINTED COVER JOINTS 25d E E E E E E

57 LIFELINE 26 1 E E E E E

“BI-BLOC” PALLET RACK INDUSTRIAL SHELVING 27 1 E 1 E E E E

59 SAFETY LADDER 28 1 E E E E E

60 LIGHT METAL CARPENTRY (RAILING) 29 1 E E E E E

INSULATED METAL PANEL FOR EXTERNAL ROOF

COVERING

30 1 1 3 E E E E

IIc Structural

62 LEAN CONCRETE 1 E

63 FOUNDATION CONCRETE 2 3 E E E

64 ELEVATIONS CONCRETE 3 3 E E E

65 COLLABORANTING CONCRETE SLAB 4 3 E E E

66 PREFABRICATED STRUCTURE 5 3 E E E

67 LIGHTENED STRUCTURAL SLAB 6 3 E E E

68 STEEL CARPENTRY 7 3 E E E

69 CONCRETE STEEL 8 3 E E E

70 AIRCONDITIONINGSPLITSYSTEM E E E E E E E

71 COOLING/HEATINGROOFTOPUNIT E E E E E E E

72 AIR HANDLING UNIT E E E E E E E

73 DOOR AIR CURTAIN E E E E E E E

74 DX UNIT MONOSPLIT E E E E E E E

75 EXHAUSTFAN E E E E E E E

76 ELECTRIC RADIATOR E E E E E E E

77 Ducts E E

78 Hangers, seismic bracing, supports for duct E E E E E

79 Glass wool insulation E E E E E

80 Aluminum jacket for duct E

81 Return grilles with filters E E E E E

82 Valves E E E

83 TAB 3 3

PART III - Mechanical

IIIa - HVAC

IIIb - Plumbing

Items

Item n.

Approved Disapproved

R e q u ir e d S u b m is s io n D a te

Item or Description of Item, Contract Reference, Type of Submittal

F ie ld R e p o rt s

Date Contractor

Notified

(To be completed by Contract Administrator)

S u b m it ta l N u m b e rs

C o n tr a c to r R e s u b m it ta l

F in a l A p p ro v a l

Number of Copies Required

C e rt if ic a te o f

C o m p lia n c e

S h o p

D ra w in g s

O p e ra ti n g I n s tr u c ti o n s

S c h e d u le s L is ti n g s R e p o rt s P la n s

Solicitation / Contract Number:

Remarks

(To be completed by Project Engineer)

D a te R e c e iv e d i n

C o n tr a c ti n g

T e s t

R e p o rt s

D a te t o C iv il

E n g in e e ri n g

S a m p le s

C o lo r

S e le c ti o n

M a n u fa c tu re r' s R e c o m m e n d a ti o n

R e tu rn

S u s p e n s e

D a te

Project Number:

ASHE 20-8000

Project Title:

EXPAND MDG WAREHOUSE FOR WRM FAC. 1415

M a te ri a l S a fe ty D a d a S h e e t

(M S

D S

T e c h n ic a l D a ta

M a n u fa c tu re r' s W a rr a n ty

C a ta lo g D a ta

L in e N u m b e r

84 ELECTRICAL HEATER E E E E E E E

85 EYE-WASH E E E E E E E

86 Hangers, seismic bracing, supports for pipes E E E E E

87 Pipe insulation E E E E E E

88 Wall hung washbasin E E E E E

89 Test cleaning and sanitizing E E E

90 Electrical Panel 1,3 E E E E E E

91 Transformer 2 E E E E E E E E E

92 Cables 5÷8 E E

93 Cable tray, conduits 9÷12 E E

94 Grounding and lightning 15 E E E E

95 Power receptacles, disconnectors, power connections 16÷18 E E E E

96 Lighting switches and sensors 19 E E

97 Lighting fixtures 20÷21 E E E

98 Emergency lighting fixtures 22 E E E

99 Telecomm system 23÷26 E 3 E 3

100 Public address system 27 E E E E E

101 Disable call system 28 E E E E E

102 Fire alarm system 29 ÷ 32 6 6 6 6 6 6 6

103 Photovoltaic system 33 ÷ 35 E E E E E E E

Declaration of Conformity "DI.CO." issued as request by D.M. 37/2008. Declarations shall be divided ias below:

- DI.CO. for the electrical sys

- DI.CO. for the fire alarm sys

Declaration of correct installation "DICH-PROD" of the firestopping materials, complete with all the mandatory annexes.

3 3

PART IV - Electrical

FINAL DOCUMENTATION (FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS)

EXPAND MDG WAREHOUSE FOR WRM FAC. 1415 ASHE20-8000

FINAL (100% design) SECTION 01100/R

GENERAL CONDITIONS

REVISED AND ADDITIONAL TECHNICAL

SPECIFICATIONS

REVISED AND ADDITIONAL TECHNICAL SPECIFICATIONS

INDEX

SECTION 01100/R GENERAL CONDITIONS 30

SECTION 01101/R PROJECT SIGN 41

SECTION 02220/R SITE DEMOLITION 43

SECTION 02315/R EXCAVATION AND FILL 48

SECTION 02510/R WATER DISTRIBUTION 60

SECTION 02530/R SANITARY SEWERAGE 69

SECTION 02579/R PRECAST CONCRETE PAVING BLOCKS FOR SIDEWALKS 77

SECTION 02722/R GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT 81

SECTION 02724/R AGGREGATE BASE COURSE AND SAND SUBBASE COURSE 88

SECTION 02741/R BITUMINOUS CONCRETE PAVEMENT 95

SECTION 03300/R CAST-IN-PLACE CONCRETE 113

SECTION 03401/R HOLLOW SLAB SYSTEM (PREDALLES) 139

SECTION 03450/R ARCHITECTURAL PRECAST CONCRETE 144

SECTION 04200/R MASONRY 153

SECTION 05120/R STRUCTURAL STEEL 166

SECTION 05310/R STEEL DECKS 174

SECTION 05500/R METAL FABRICATIONS 181

SECTION 07112/R BITUMINOUS DAMPPROOFING 191

SECTION 07214/R BOARD INSULATION 193

SECTION 07220/R ROOF INSULATION 196

SECTION 07231/R WALL INSULATION 204

SECTION 07321/R CLAY ROOFING TILE 207

SECTION 07600/R FLASHING AND SHEET METAL 212

SECTION 07840/R FIRESTOPPING 223

SECTION 07920/R JOINT SEALANTS 227

SECTION 08110/R STEEL DOORS AND FRAMES 234

SECTION 08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS 245

SECTION 08331/R ROLLING SERVICE GRILLS 253

SECTION 08520/R ALUMINUM WINDOWS 256

SECTION 08800/R GLAZING 264

SECTION 09100/R METAL SUPPORT ASSEMBLIES 269

SECTION 09220/R INTERIOR PLASTER 273

SECTION 09250/R GYPSUM BOARD AND CEMENT BOARD 280

SECTION 09310/R CERAMIC TILE 288

SECTION 09510/R ACOUSTICAL CEILINGS 296

SECTION 09900/R PAINTS AND COATINGS 302

SECTION 10201/R METAL WALL AND DOOR LOUVERS 314

SECTION 13855/R ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM 318

SECTION 15050/R BASIC MECHANICAL MATERIALS AND METHODS 319

SECTION 15070/R MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL 325

SECTION 15080/R INSULATION FOR MECHANICAL SYSTEMS 353

SECTION 15400/R PLUMBING 364

SECTION 15601/R CENTRAL REFRIGERATION EQUIPMENT FOR AIR CONDITIONING 381

SECTION 15720/R AIR HANDLING AND DISTRIBUTION EQUIPMENT 393

SECTION 15810/R DUCTWORK AND DUCTWORK ACCESSORIES 404

SECTION 15950/R HVAC TESTING/ADJUSTING/BALANCING 427

SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS 438

SECTION 16303/R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES 444

SECTION 16316/R SWITCHBOARDS 456

SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS 461

SECTION 16510/R INTERIOR LIGHTING 488

SECTION 16530/R EXTERIOR LIGHTING 500

SECTION 16710/R STRUCTURED TELECOMMUNICATIONS CABLING AND PATHWAY SYSTEM 508

ADDITIONAL SPECIFICATIONS 519

SECTION 15960 DIRECT DIGITAL CONTROL SYSTEMS FOR…