QUUG 10-1045 Statement of Work English.pdf

PREPARED FOR

DEPARTMENT OF THE AIR FORCE

BY

VECTRUS SYSTEMS CORPORATION SUCURSAL EN ESPAÑA

496TH AIR BASE SQUADRON

ENGINEERING DESIGN SECTION

MORÓN AIR BASE, SPAIN

DESIGN-BUILD STATEMENT OF WORK (SOW) FOR:

PROJECT QUUG 10-1045, REPAIR BOWLING CENTER, B311

Prepared by: ____________________________________________________________________ Name: Miguel Trujillo Fuentes, CENDA Date: 23 April 2021

Name: José María Zumárraga Carmona, CENDM Date: 23 April 2021

Name: Manuel Córdoba García, CENDE Date: 23 April 2021

Revised by: ____________________________________________________________________ Name: Shawn M. Connors, CEN Date: 23 April 2021

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INDEX OF CONTENTS

PART 1 GENERAL PROJECT DESCRIPTION

PART 2 PROJECT OBJECTIVES

PART 3 SCOPE

PART 4 DESIGN REQUIREMENTS

PART 5 PERFORMANCE TECHNICAL SPECIFICATIONS

PART 6 BUILDING DRAWINGS

PART 7 PHOTOS

PART 8 SCHEDULE OF MATERIAL SUBMITTALS (ATTACHMENT)

PART 9 LIST OF SPECIFIC DESIGN CRITERIA

PART 10 SPECIAL CONDITIONS

PART 11 GENERAL CONDITIONS

PART 12 SMALL PROJECT DESIGN-BUILD PROGRESS SCHEDULES

ATTACHMENT A INTEGRATED NATURAL RESOURCES MANAGEMENT PLAN FOR

MORÓN AIR BASE

ATTACHMENT B FINAL GOVERNING STANDARDS FOR SPAIN, MAY 2014

ATTACHMENT C ARCHITECTURAL COMPATIBILITY PLAN

ATTACHMENT D ROOF STRUCTURAL ANALYSIS, BUILDING 311

ATTACHMENT E LIST OF KITCHEN/FOOD PREPARATION AREA EQUIPMENT

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PART 1 - GENERAL PROJECT DESCRIPTION

1. This project is intended to provide a full restoration and modernization of building 311 –Bowling Center- at Morón AB (Spain).

2. Building 311 was constructed in 1959. No full renovation projects have been carried out since then.

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PART 2 - PROJECT OBJECTIVES

1. Provide a complete and fully operational facility/ies for the base needs in compliance with all applicable US, Spanish and NATO codes.

2. Provide an installation that incorporate maintainability and sustainable design principles.

3. Energy efficiency shall be incorporated into the design principles.

4. Provide a completed project with coordinated systems (structural, mechanical, electrical, fire protection, civil and other applicable disciplines, if required).

5. Provide a complete project considering the ecological, physical and visual features of the site.

6. Project shall incorporate all necessary safety precautions in accordance with applicable safety standards.

7. Include proper training of Government personnel in the Operation and Maintenance (O&M) of new equipment installed, and provide fully developed O&M packages.

8. Low maintenance and non-use of hazardous substances are of primary importance.

9. Project shall incorporate a Stormwater Pollution Prevention Plan (SWPPP) describing all the construction site operator’s activities to prevent stormwater contamination, control sedimentation and erosion, and comply with the legally binding requirements.

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PART 3 - SCOPE

1. GENERAL: The work covered by this Statement of Work (SOW) consists in the design and build of the project, performing all necessary travels and furnishing all professional services, facilities, labor, equipment, materials, plants, transportation, specifications, detailed drawings and cost estimates that enable the Contractor to construct a complete and usable facility under a firm fixed price contract. The Contractor shall investigate site conditions, perform topographic surveys (geographic information system) at each facility and utilize manufacturer’s standard installation plans, specifications and drawings to the maximum extent feasible in developing the final design documentation necessary for obtaining Government approval. Any design change suggested by the Contractor to the SOW requires the approval of the Contracting Officer before its acceptance is given. The Contractor shall be responsible for the temporary markings, signs, markers and lights at the area affected by the construction and, if required, shall provide the flagmen, escorts and foreign object debris controllers during the work hours.

2. WORK DESCRIPTION: The construction works consist of, but are not limited to, the items indicated below, including the testing to be performed by independent laboratories for quality control. All items do not limit or reduce the Contractor’s responsibility to design and build all works as required by the project in order to provide a complete, operational and low-maintenance facility.

2.1 Basic Package

2.1.1. Architectural Work:

2.1.1.1. Demolish waterproof system and flashing from the vault roofing up to the brick layer.

2.1.1.2. Demolish Built-up roof system to obtain a clean concrete surface of roof concrete slab.

2.1.1.3. Demolish chimney and out of service elements on the roof and close the openings.

2.1.1.4. Repair structural damage cause by corrosion and other causes.

2.1.1.5. Repair exterior pargeting damage affected by water seepage and other causes.

2.1.1.6. Apply a regularization cement mortar layer and install a mineral self protected waterproof membrane, over a vapor barrier, to cover the entire vault roof surface and the joint with walls and other elements.

2.1.1.7. Install a low slope roof system to replace the built-up roof system.

2.1.1.8. Install flashing, gutters and downspouts for roof systems.

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2.1.1.9. Install a fall arresting system for the entire building roof.

2.1.1.10. Repair exterior finishes affected by the works.

2.1.1.11. Paint exterior surfaces and metal elements.

2.1.1.12. Remodel the food preparation area to optimize space.

2.1.1.13. Replace flooring in the food preparation area.

2.1.1.14. Replace wall tiles in the food preparation area.

2.1.1.15. Paint interior surfaces of food preparation area.

2.1.2. Mechanical Work:

2.1.2.1. Replace kitchen sink in the food preparation area to include faucet, drain connection to the existing sewer, water connections and accessories.

2.1.2.2. Replace wall exhaust fan/electrical installation in the food preparation area.

2.1.3. Electrical Work:

2.1.3.1. Renovate interior lighting system with LED luminaires and controls.

2.1.3.2. Remodel kitchen and food preparation areas to include more electrical outlets and renovate electrical installation to meet the requirements for the installation of existing and future equipment (see appendix E). Relocate control computer within the food preparation area.

2.1.3.3. Renovate interior electrical distribution system including receptacles, conduits, wiring and panelboards as required for the new electrical requirements of existing and new kitchen equipment.

2.1.3.4. Modify existing fire alarm system in the areas remodeled by this project to provide proper protection.

2.1.3.5. Renovate electrical service lines and perform necessary changes to transformer utility vault, including renovation of the transformer, switchgear and low voltage distribution panelboard, if needed to provide power to new load.

2.2 Additive Item #1

2.2.1. Paint interior walls to include graphic designs.

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2.2.2. Remove carpet and install PVC flooring in the bowling sitting area

2.2.3. Install interior venetian/louver blind on the north window.

2.2.4. Install heat pump system in the pinsetters/bowling machinery room.

2.2.5. Install exhaust fan and fresh air intake in the pinsetters/bowling machinery room.

2.2.6. Replace air curtain.

2.2.7. Renovate interior electrical distribution system in order to provide electrical supply and HVAC Emergency shutoff capability to new HVAC equipment under this additive item.

2.2.8. Install a lightning protection system, if hazard analysis requires such.

3. SITE AVAILABILITY:

3.1 The Contractor shall coordinate with the Contracting Officer or authorized representative for site visits with a minimum of ten (10) working days in advance. The attendance to the site visit prior to the design phase commencement is mandatory.

3.2 The Contractor is responsible to investigate the site as needed to complete the project.

The Contractor shall follow all instructions to comply with the base access requirements.

4. PROJECT PHASING: The Contractor shall plan and execute all works in strict adherence to phase completion requirements provided by the Government below. The two general phases of the project shall be the Design Phase and the Construction Phase. A notice to proceed (DNTP) for the design phase and, upon request to the Contractor Officer, a notice to proceed (CNTP) for the construction phase will be issued. The construction phase shall consider the phasing plan required to perform works with minimum interferences to Base operations and security, including a Construction Phasing Plan. The estimated project phases (not to exceed days) will be as follows (see next page):

Milestones Periods Contract Award – Notice To Proceed (NTP).

Kick-off meeting Any time within DNTP and DNTP+25 calendar days.

35% Design Review Submittal Preparation DNTP + 45 calendar days.

35% Design Review and Approval DNTP + 65 calendar days.

65% Design Review Submittal Preparation DNTP + 85 calendar days.

65% Design Review and Approval DNTP + 105 calendar days.

95% Design Review Submittal Preparation DNTP + 130 calendar days.

95% Design Review and Approval DNTP + 155 calendar days.

100% Design Review Submittal Preparation DNTP + 175 calendar days.

100% Design Review and Approval DNTP + 195 calendar days.

Construction Notice To Proceed Construction Performance Period CNTP + 180 calendar days.

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4.1 The total performance period proposed for this project, 375 calendar days, including the design, the preconstruction, construction and finish activities and average inclement weather days, is for information purposes only. In this case, the Contractors should request a CNTP from the Contracting Officer when preparing to mobilize for construction, the CNTP can be requested before design has been finalized. The Contractor shall provide his proposed performance period with his response to this scope of work showing the same breakdown items shown above.

4.2 The Government design review continues through the 100% design to provide direction, as pertaining, to the quality and content of the documents.

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PART 4 - DESIGN REQUIREMENTS

1. PROJECT DESIGN:

1.1. The project design shall be performed by a certified A-E firm hired for this project by the Contractor, regularly engaged in projects of similar size and type, whose design meets Spanish, US and NATO regulations. Along with the proposal, the A-E shall provide a comprehensive description of the project to be designed under this contract. The description of the project shall be prepared in sufficient detail to clearly describe all functional requirements and minimize design changes. During the progress of the work, the A-E may expect minor changes in criteria within the general scope of the project and shall make necessary adjustments accordingly. The 35% design submission is intended to clarify and establish specific requirements of project.

1.2. The project submitted by the A-E Firm shall represent the best engineering solution possible providing a complete and usable installation. All work must be in accordance with current criteria, guides and specifications established by the Spanish, US and NATO regulations.

2. ENVIRONMENTAL CRITERIA: The Integrated Natural Resources Management Plan for Morón Air Base and the Final Governing Standards (FGS) for Spain shall be followed to assure final design meets all environmental requirements.

3. SERVICES. The services to be performed and project documents to be provided to the Government shall include the following:

3.1 Design analysis.

3.2 Technical specifications.

3.3 Drawings.

3.4 Cost estimates.

3.5 Design conferences, site inspections and investigations (to include minutes of all meetings).

4. KICK-OFF MEETING: Before beginning the design and within 25 days of contract award, the Contractor shall review current criteria, guides and specifications, make a thorough study of conditions at the site and the requirements of the project. A kick-off meeting shall be held by the Contractor with the members of the Base and Government representatives to clarify the functional requirements to be met and the scope of the work. Any conflict shall be brought to the attention of the Contracting Officer. The expected outcomes of this meeting are:

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4.1 Integrate the Contractor and all Base and Government representatives into the project team.

4.2 Achieve consensus from the project team on any issues and concerns with the Contractor's technical proposal and the User's functional requirements. Confirm the design is within the project budget.

4.3 Establish and explain policies and procedures for completion of a successful project.

4.4 Establish clear lines of communication and points of contact for Government and Contractor team members.

4.5 Establish project design schedule, design submittal packaging, and preliminary construction schedule including the main activities related to the construction of this project foreseen at this stage.

4.6 Discuss design milestones and events.

4.7 Establish clear expectations and schedules for facility turnover, providing asset management records, O & M submittals, and training of Government maintenance personnel.

4.8 Establish procedure for design packages reviews, Contractor's resolution to comments, and Government's role in review of packages.

5. DELIVERABLES: The submission requirements at the different design review milestones shall be as indicated below.

5.1. First Submittal: This submission to the Contracting Officer or authorized representative shall be at approximately the 35 percent stage of completion (see requirements in table below). The Contracting Office or its authorized representative shall furnish the A-E with the comments and corrections from the 35% review package to be incorporated in the subsequent submission.

5.2. Second Submittal: This submission to the Contracting Officer or authorized representative shall be at approximately the 65 percent stage of completion. The documents in the table below shall be provided as deemed necessary to convey the design intention in a construction contract. Likewise, comments and corrections shall be provided, after revising the package, to be included in the third submission.

5.3. Third Submittal (Pre-Final). This submission (95 percent) shall be essentially complete from A-E viewpoint and shall include information in sufficient detail of all phases of the work to provide a complete technical submittal. The intent of this submission is to prevent premature time-consuming reviews of incomplete drawings and specifications. All submittal data, including plans and specifications, shall be date stamped with the date of submittal. An incomplete submittal

SOW 15 of 120 shall not be accepted. Engineering calculations shall be legible, neatly arranged, bound and indexed.

The A-E's name and the project title shall be shown, as well as Contractor’s name. Design data shall be clearly stated, and where unconventional design methods or formulas are employed, reference sources shall be cited. Specifications for the third submission (95%) shall be complete, with all elements thoroughly checked and coordinated with the drawings and with sufficient detailed information to permit accurate construction of the project. The third submission shall incorporate all comments of the previous submission. Particular emphasis shall be placed on coordination of the different disciplines where parts of the design are subcontracted. The Contracting Office or its authorized representative shall furnish the A-E with the comments and corrections to be included in the final submission following the review of the third submittal.

5.4. Final Submittal Project Design. The final submission (100%) shall incorporate the corrections and clarifications noted on the third submission or an explanation provided for not doing so.

5.5. Table of Deliverables:

Document Description Number Required

35% Design Submission Basis of Design/Design Analysis

Description of design criteria, principles and codes applied and results of calculations, tests and other information pertinent to the design of the project organized and detailed sufficiently to permit easy selection of the appropriate guide specifications.

2 bound copies and 1 electronic copy

Outline Specifications Draft specifications at this level. The outline specifications shall list all basic construction items and specific types of materials. The outline specification shall describe any special conditions of service and site conditions inherent in the project.

1 electronic copy

Drawings Sketches/plans including site plan, perspective, floor plans, and elevations required for the project.

2 sets (A3 size), 1 set (full size) and 1 electronic copy

Preliminary cost estimate (rough order of magnitude)

A cost analysis of various structural, mechanical and electrical systems shall be included.

1 electronic copy

Design review meeting minutes

Minutes of the design review meeting shall be distributed within 5 workdays after each meeting.

1 electronic copy

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65% Design Submission Basis of Design/Design Analysis

Further development of previous up to this stage of design. All major design concepts to be captured, at minimum partially designed.

2 bound copies and 1 electronic copy

Specifications Preliminary specifications in sufficient detail to permit a thorough review, English version only.

2 bound copies and 1 electronic copy

Drawings Cover sheet - project location maps, drawing index, site plans. Civil, Architectural, Mechanical, Electrical and Communication drawings: Telephone/data lines, external conduits and cables, manholes/handholes, and other utilities drawings (lighting, fire hydrant piping, etc.) affecting works.

2 sets (A3 size), 1 set (full size) and 1 electronic copy

Cost estimate Itemized cost estimate shall be provided summarized by the major work categories.

1 bound copy and 1 electronic copy

Comments on 35% submission

Annotated prints and comments on the 35% submission shall be returned with this submission. This can be included in the basis of design/design analysis as an attachment.

1 electronic copy

Design review meeting minutes

Minutes of the design review meeting shall be distributed within 5 workdays of each meeting.

1 electronic copy

Generator Authorization and Design Approval Request

Completed form with information from the project design as required per AFI 32-1062 and supporting documentation/attachments for submission to AFCEC

1 electronic copy

95% Design Submission Basis of Design/Design Analysis

Further development of previous up to this stage of design, including all civil, structural, mechanical and electrical calculations, including short circuit calculation, load calculations, and lighting calculations if needed, hydraulic, among others. Engineering calculations shall be legible, neatly arranged and indexed.

2 bound copies and 1 electronic copy

Specifications Full specifications including Spanish translations. The content of each translated page shall be the same as each page of the English version of the specification.

Separate volumes by language.

2 bound copies and 1 electronic copy

Drawings Drawings, at this stage, shall include Spanish translations.

2 sets (A3), 1 set (full size) and 1

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Cost estimate Itemized cost estimate shall be provided summarized in the form named Construction Cost Estimate Breakdown

1 bound copy and 1 electronic copy

Comments on 65% submission

Annotated prints and comments on the 65% submission shall be returned with this submission. This can be included in the basis of design/design analysis as an attachment.

1 electronic copy

Design review meeting minutes

Minutes of the design review meeting shall be distributed within 5 workdays of each meeting.

1 electronic copy

100% Design Submission Basis of Design/Design Analysis

Further development of previous up to this stage of design, including all civil, structural, mechanical and electrical calculations, including short circuit calculation, load calculations, and lighting calculations if needed, hydraulic, among others. Engineering calculations shall be legible, neatly arranged and indexed.

1 bound copy

Specifications Final specifications including Spanish translations. The content of each translated page shall be the same as each page of the English version of the specification

1 bound copy

Drawings Drawings shall include proper signatures. 2 sets (full size), 2 sets (A3 size), 1 set (full size in mylar)

Cost estimate Signed original of final cost estimate (Construction Cost Estimate Breakdown)

Signed original

Comments on 95% submission

Annotated prints and comments on the 35%, 65% and 95% submissions shall be returned with this submission. This can be included in the basis of design/design analysis as an attachment.

1 bound copy

Electronic copies All drawings, specifications and other project documents shall additionally be on a CD-ROM or DVD-ROM utilizing Adobe PDF, MS WORD 2016 and AUTOCAD 2015 or higher. Drawings shall be on a separate CD-ROM or DVD-ROM than the rest of the documents and in both AUTOCAD and Adobe PDF formats. All other documents shall be provided in both the original format and in Adobe PDF. Final CD-ROM or DVD-ROM for drawings and specifications must be labeled as follows:

1 copy

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Project name and location Date Project Number A-E Firm Contractor's Name Drawing numbers Virus scanner person’s name

Other All computations, studies and other significant material shall be bound in book form for the final submittal.

The annotated prints and comments on pre-final submission.

1 bound copy and 1 electronic copy

5.6. Appropriate Signatures. Each final drawing shall be signed by the Designer of Record (DOR). The project shall be validated by the organizations of Morón Air Base involved on the project with a signature on the cover sheet. To expedite this process the A-E shall send the original drawing of the cover sheet on polyester with the third submission and it shall be returned to the A-E prior to the final submission with the required signatures.

5.7. Project Drawings Final Submission. Project drawings shall be final and complete with all elements thoroughly checked and coordinated. All elements of the work shall be properly coordinated to insure that there are no conflicts between all portions of the work. Particular emphasis shall be placed on this coordination when certain elements of the design are performed under sub-contract to the A-E contract. Drawings shall be prepared in order to avoid errors, omissions, inadequacies or conflicts with the specifications. Applicable parts of the following design data shall be shown on the drawings.

5.8. Format for Drawings:

5.8.1. AUTOCAD Requirements: All designs shall be accomplished in AUTOCAD 2015 or higher and shall be submitted on CD ROM and in one set of Mylar reproducible.

5.8.2. Size of Drawings: The A-E shall use drawing size DIN A-1 841 mm x 594 mm in all cases unless specifically directed to use another size.

5.8.3. Lettering and Shading: The minimum size lettering on all project drawings shall be

2.5 mm high. Make minimum gap between lines equal to one-half the letter height. Shading is not acceptable.

5.8.4. Scales: Locate it directly under the title of each plan, elevation, section and detail and shall be an indication of the scale of the object drawn (example: SCALE 1:100) on the metric system unless otherwise approved. In addition to the conventional scales, and directly to the left of the title block, shall be a series of graphic scales, which shall include every scale used on the sheet. Scales shall be placed in sequence according to size with the smallest uppermost. If it is not sufficient to

SOW 19 of 120 place all scales on one sheet, each sheet must be treated independently, as the drawings used usually are reduced in size and not always at scaled. For these reasons, it is imperative that graphic scales be shown.

5.8.5. Title Blocks: Sample of title block is available at Morón Air Base, Bldg. 202, Design Section.

5.8.6. Arrangement of Drawings: Drawings shall be arranged and comply with the A/E/C CAD Standard – Release 5.0, prepared by the CAD/BIN Technology Center.

5.8.7. Register number: All drawing sheet shall be incorporated in its title box the register number record provided by Morón Air Base Civil Engineering specific for each project.

5.8.8. Drawing Orientation: The orientation of drawings shall be arranged with North toward the top (or left edge, if better suited) of the plotted sheet and perpendicular to the sheet borderline. On individual sheets, if the shape of the area dictates, the North symbol can be oriented between these directions to accommodate the site. For example, on drawings having excessive longitudinal but limited lateral dimensions, such as those for roads and railroads, the North symbol can be oriented obliquely to make the best use of available space. All drawings of the same discipline shall be consistent in orientation in so far as practicable.

5.8.9. GIS Master Plan: Coordinate with Geobase office for requirements on GIS drawings and obtaining initial site plans for GIS survey.

5.9. Requirements for Project Specifications:

5.9.1. Project Specifications Preparation. The project specifications form a part of the contract documents. Project specifications shall be as brief as possible, definite, and free of ambiguities and omissions, which might result in controversies and subcontractors' claims for additional compensation. For construction projects, which involve interruptions of existing facilities operations or major utility usage, it is the Contractor's responsibility to discuss the required outages and interruptions with the Contracting Officer or authorized representative and operations personnel to establish a construction schedule for these interruptions in the contract specifications. In order to provide conformity in reproduction of specifications, it is requested that all sketches, which are to be bound as a page in the specifications, be drawn on a sheet of A4 page size with 1.25 mm margin on all sides.

5.9.2. Standard Specifications. The guideline for the specifications shall the Unified Facilities Guide Specifications (UFGS). Maximum use shall be made of standard specifications, materials and methods of construction available in Spain (for example, UNE, CÓDIGO TÉCNICO DE LA EDIFICACIÓN, PLIEGOS DE CONDICIONES DEL MOPU, among others). Federal and Military Specifications and other standards such as ASTM, ASME, AASHO shall not be used if the products or the methods described are not available in Spain or are not common practice in the local construction industry, unless there is a requirement for use of such product or method (ie; U.S.

SOW 20 of 120 standard electrical devices). In general, the materials shall meet all necessary requirements and be specified briefly in the project specifications.

5.9.3. Spanish Translation of Specifications: It is a requirement to submit a Spanish translation of project specifications. Project drawings shall contain both the English and Spanish versions.

5.10. Cost Estimate Requirements: It shall provide a detailed breakdown of all items required for the construction project based on this design. The Construction Cost Estimate Breakdown shall be developed, at least, in accordance with the divisions of the UFGS, and marked "For Official Use Only". Cost estimates shall be prepared separately for each funding source category. Summary sheets of not more than 4 pages shall be provided.

5.11. Correspondence: The Contractor shall forward all correspondence pertaining to this contract to the Morón Air Base Contracting Officer or authorized representative including submittal packages, minutes of meeting and all pertinent documents. The only exception to this requirement is the 100% submittal, which shall be delivered directly to Civil Engineering of Moron Air Base.

5.12. Minutes. The Contractor is responsible for recording, typing, and preparing the meeting minutes of all pre-design and design review conferences for their distribution.

6. COORDINATION The Contracting Officer or authorized representative, in coordination with his technical representative, shall establish liaison between the Contractor and all U.S. Government agencies for general and detailed technical information necessary to completing the terms of the contract. The Contracting Officer or authorized representative, in conjunction with the technical representative, shall assist the Contractor to gain access to Base and facilities necessary to complete the terms of the contract.

7. MATERIALS TO BE MADE AVAILABLE BY THE GOVERNMENT PRIOR TO

DESIGN START: The Government shall provide access to the Contractor to the following materials prior to design start:

7.1 Existing record drawings.

7.2 Government publications and criteria shall be available for review, during normal duty hours, at the Base Civil Engineering Office, Bldg 202, of Moron Air Base, Spain.

7.3 One copy of the facility as-built drawings necessary for design.

7.4 Project, project register number, title block and drawing frame to be used for final contract drawings in AutoCAD 2015 file.

7.5 Key Map of Spain, Vicinity Plan, Base Map, Reference Key, logos, drawing schedule table and project coordination table for the cover sheet in AutoCAD .2015 file.

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7.6 AutoCAD seed files, color table, font resource files used for the creation of AutoCAD design files.

7.7 A sample of Cover Sheet and Second Sheet. These samples are to be strictly adhered to when formatting the cover and second sheets for each project. The Contractor shall be required to edit the list of abbreviations.

7.8 Vicinity, Location and Base information for the project location in ESRI (Environmental Systems Research Institute) Geodatabase, as well as reference control points in UTM WGS84 coordinates system.

7.9 Submittal Sheet for project design packages.

7.10 Standard specification cover sheet.

7.11 Files of existing site and facilities’ plans, details and utility plan files shall be made available to the Contractor. The Contractor shall research the files of all applicable drawings and generate a list of any document that is deemed necessary. The Government shall provide copies of the drawings within 72 working hours of the Contractor's request. All provided drawings in either hard copy or digital drawing file formats are record drawings and not as-built drawings. Air Force record drawings are from past construction projects that may not reflect the true as-built condition.

The Air Force shall provide one full size copy of each drawing required. Any additional copies of any one particular drawing shall be at a reduced scale, normally half size.

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PART 5 - PERFORMANCE TECHNICAL SPECIFICATIONS

1. ARCHITECTURAL WORKS

1.1. Demolition works shall be carried out in accordance with Real Decreto 105/2008 Producción y Gestión de los Residuos de Construcción y Demolición, Ley 22/2011, de 28 de Julio, de Residuos y Suelos Contaminados and Orden MAM/304/2002 Operaciones de Valorización y Eliminación de Residuos.

1.2. Roof: System to be replaced shall follow Unified Facility Criteria UFC 3-110-03 Roofing, with Change 3. Self-protected waterproof membrane roof type.

1.2.1 Low slope roof construction shall be formed by:

a. Vapor barrier of bituminous emulsion with anionic character with no extender, solvents and phenols.

b. Light concrete of swelling clay nodules, weight of not over 500 kg/m³, mechanical resistance shall not be less than 8 kg/cm².

c. Waterproof membrane formed by two overlapped plasticized vinyl polychloride (PVC-p) sheets configured by calander reinforced with fiber glass non-knitted synthetic felt.PVC-p, 1,2 mm thick, elongation ≥200%, Tear strength ≥150 N, Resistance to static punching ≥400 Kg.

d. Protective fleece layer of continuous filaments of polyester fiber. Filtering insulation slab and draining pavement composed by a base of extruded

e. Polystyrene (XPS) and a layer of high performance porous concrete

(HPAP).

1.2.2 Self protected membrane roofing system:

a. Vapor barrier. organic-based bituminous painting.

b. Waterproofing bituminous sheet with self-protected surface of 5.0 kg/m².

Composed of a reinforced polyester felt reinforcement, covered on both sides with SBS modified bitumen mastic. On the upper side of the sheet, mineral protection in light red color shall be used as protective material. The anti-adhesive material used on the lower side shall be polyethylene film. It shall be installed by full bonding.

1.2.3 Flashing. Shall be prefabricated rolled elements composed of PVC-p 1,2 mm adhered to a stainless steel sheet 0,6 mm thick. Shall have a mass of 6,4 kg/m² approximately and the specific form on the base of the element where it will be installed:

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a. Flat: Shall be a straight strip 53 mm for installation on free edges which are not roof runoff points.

b. Union Section: Shall be an L profile of dimensions 66x6 mm for the union of the roof with the walls.

c. Drip Flashing: Shall be an L profile where the last 9 millimeters of one of its edges folds to an open angle towards the exterior to form the drip edge. Shall have a dimension of 66x50x9 or 54x80x9 mm and it shall be installed on the free edge where the roof runoff is.

d. Edge Flashing Profile: Shall be an angle profile, 150 mm wide of supporting face ledge which will be perforated along the entire length to be fixed to the support, the other ledge shall be 100 mm wide approx. slotted in all its length to facilitate the drainage of the rain water. Provide 3 meter long profiles to be connected by means of “L” connectors. The flashing edge at nooks and corners shall be installed with special 250x250 mm “L” shape angle profile from the same standard profile manufacturer

1.3. Gutter. The sheet shall be circular and electro-welded, and 0.6 mm thick. The flat sheet wide shall be 333 mm. The sheet shall be pre-lacquered galvanized steel. It shall be in accordance with DIN 18461.

1.4. Downspouts. The sheet shall be circular and electro-welded, and 0.6 mm thick. The diameter shall be min. 100 mm. The sheet shall be pre-lacquered galvanized steel. It shall be in accordance with DIN 18461

1.5. Personal Fall Arrest System: Provide a system capable of stopping the fall of a worker from any work surface that is more than 2.00 meters in height, consisting of one or more lifelines adequately anchored on which workers hook their lanyards to their harness. The system consists of 60x60x3 mm anchor posts, anchoring end, intermediate anchor and final absorber of stainless steel

ANSI 316.

1.6. Floor tiles: Porcelain floor tiles shall be a minimum of 5/16 inch (8 mm) thick with a maximum of 1/4 inch (6 mm) grout width with cushioned edge. Tile shall have a minimum breaking strength of 300 pounds (202 kg), UNE-EN ISO/ NP 10545-4 and a maximum absorption rate of 0.5%, UNE-EN 14411,UNE-EN ISO/ NP 10545-6, UNE-EN ISO/ NP 10545-14 . Use in food preparation and other areas of work conditions, high resistance to staining, absorption and high durability requirements, UNE-ENV 12633, CTE-DB-SUA. Tile shall be color through, impervious, unglazed finish with an unpolished, semi-polished, polished, or textured surface.

1.7. Wall tiles: Install systems in accordance with UNE-EN ISO/ NP 10545-4 series standards. Colored epoxy grout with sealer shall be provided. Coordinate with ceramic bath accessories for modularity. Include all trim pieces, caps, stops, and returns to complete installation.

Wall Tile shall be a minimum of 1/4 inch (6 mm) thick and installed from floor to ceiling, unless otherwise noted. Provide wall tile color and style selections a minimum of one grade above base grade. Provide accent tile, accent strips and accessory ceramic tile shapes as an integral part of the ceramic wall tile system.

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1.8. Vinyl flooring: Multilayered vinyl sheet floor covering with an acoustic very high density (VHD) foam backing reinforced with a glass fiber grid to provide identation resistance and recovery. Print design protected by a highly durable PVC transparent 0.65 mm thick wear layer, specific for high traffic areas.

DESCRIPTION

Total thickness

ASTM F386-

inch 0.13

Wearlayer thickness

EN ISO 24340

(EN 429)

mm 0.65

ASTM F410-

inch 0.026

Weight EN ISO 23997

(EN 430)

g/sq.m 2825

Width of sheet

EN ISO 24341

(EN 426)

cm 200

- feet - inch 6‘6‘‘

Length of sheet

EN ISO 24341

(EN 426)

lm 25

- feet - inch 82‘

CLASSIFICATION

Norm / Product specification - - EN 651

European classification EN ISO 10874

(EN 685)

class 34 - 42

Fire rating EN 13 501-1 class Bfl-s1 Static electrical propensity EN 1815 kV < 2 Slip resistance wet : ramp test with oil (1)

DIN 51 130 class R10

PERFORMANCE

Wear resistance EN 660.2 mm3 ≤ 2.00 Wear group NF189 group T

Dimensional stability EN ISO 23999

(EN 434)

% ≤ 0.40

Residual indentation

EN ISO 24343-

mm ≤ 0.20 Residual indentation (average value measured)

- mm ≈ 0.08

Impact sound insulation

EN ISO 717-2

dB 19

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Castor chair test (type W) ISO 4918

(EN 425)

- OK

Thermal conductivity EN ISO 10456

(EN 12 524)

W/(m.K) 0.25

Colour fastness EN 20 105 - B02 degree ≥ 6 Surface treatment - - Protecsol® 2

Chemical products resistance EN ISO 26987

(EN 423)

- OK

Anti-bacterial activity (E. coli - S. aureus - MRSA) (2)

ISO 22196 - > 99 %

Inhibits h ENVIRONMENT / INDOOR AIR QUALITY

TVOC after 28 days ISO 16000-6 µg/ m3 < 10 Certification - - Floorscore®

CE MARKING

EN 14041

1.9. Venetian louvers: The windows shall be provide of a 2 sections of vertical slats venetian blinders retractable from the center to the ends. System shall be composed of head rail metal sliding guide of aluminum 30x40 mm profile with end caps and central stop block and internal slat spacer. Blind slat shall cover the entire with of the window opening and overlap at least 15 cm below the sill. The system shall be retractable by continuous cord lop with ribbed cord weight and slat adjustable by pvc chain lop from 0° to 180°.

1.7.1 Slat: Slat shall be of approx. 90 mm wide, perforated, composed of PVC and fiber glass, hanged by a carrier stem through a single perforated hole.

1.7.2 Characteristic of the blind slats:

e. Weight by square meter: 535 gr.

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f. FFabric thickness: 0,83 mm

g. Fire rate class M–1 NFPA 701-99 APP A-2

h. Perforated coefficient: 5%

i. UV ray block: 97%

1.10. Painting and Coatings: Paint product shall be furnished by re-known manufacturers.

Colors of Colors of finish coats shall be as indicated or specified. Where not indicated or specified, colors shall be selected by the Contracting Officer. Manufacturers' names and color identification are used for the purpose of color identification only. Named products are acceptable for use only if they conform to specified requirements. Products of other manufacturers are acceptable if the colors approximate colors indicated and the product conforms to specified requirements.

1.8.1 Exterior plaster, cement, masonry and other surfaces:

a. Background RAL 1014

b. Shadow of the number of the facility RAL 5024

c. Number of the inatallation RAL 8002

d. Big trim RAL 1011

e. Small trim RAL 8002

1.8.2 Exterior steel, galvanized steel or wood surfaces:

a. Door and window frames and leaves RAL 8002

1.8.3 Interior plaster, cement, masonry and other surfaces

a. Background White

1.8.4 Interior steel, galvanized steel or wood surfaces:

j. Door and window frames RAL 8002

k. Door and window leaves RAL 1011

1.8.5 Painting products requirements: Surface type to be painted. Products not specified by specific reference number, shall comply with the following requirements

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1.8.6 Unpainted Steel Surfaces:

a. Prime: Two component epoxy-polyamide primer with zinc phosphate.

Color: Red Volume solids: 50,0 % Density: 1,4 kg/l Film thickness: 45 microns

b. Intermediate and final coatings: Two component polyurethane acrylic enamel.

Color: To be determined Volume solids: 50,0 Density: 1,2 kg/l Film thickness: 40 microns.

1.8.7 Unpainted Galvanized Steel Surfaces:

a. Phosphate and passivator primer of two components with corrosion inhibitors and chromate-free:

Gloss: Semi-matte Color: Greenish-yellow Solids: 20% volume Density: 0.95 kg/l of the product mixed Efficiency for 10 microns 20 – 25 m²/l Film thickness 8 – 10 microns dry or 50 microns wet

b. Intermediate and final coating: Two component polyurethane acrylic enamel.

Color: To be determined Volume solids: 50,0 % Density: 1,2 kg/l Film thickness: 40 microns

1.8.8 Unpainted Steel Surfaces with a required firestop coating.

a. Prime: Two component epoxy anticorrosive white prime

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Specific Weight: 1,37±0,05 kg/l Viscosity: 80 +/- 10 KU Volume solids: 45 +/- 1 Weight solids: 67 +/- 1 VOC Cat. j/BD 550/500: 498.54 g/l Drying 20°C HR 60%: 30 min.

Recoat 20°C HR 60%: min 12 hours, max 24 hours

b. Intermediate and successive coatings: Water based tumescent paint

Specific Weight: 1,33±0,05 kg/l Viscosity: 250 +/- 25 PO Volume solids: 68 +/- 2 VOC Cat. I/BA 140/140: 6 g/l Drying to touch: 1 – 3 hours Recoating: 6 – 24 hours Thickness TBD

c. Final protection coating: Synthetic enamel

Finishes: Satin gloss

Viscosity: 215 +/- 30 SG Volume solids: 458+/- 1 Weight solids: 66±1 VOC Cat. d/BD 400/300: 295 g/l Drying to touch: (20°C HR: 60%): 4-5 h Recoating: (20°C HR: 60%): 24 hours

1.8.9 Enamel Painted Steel and Galvanized steel surfaces.

a. Prior and final coating: Synthetic enamel

Viscosity: 215 +/- 30 SG Volume solids: 458+/- 1 Weight solids: 66±1 VOC Cat. d/BD 400/300: 295 g/l

1.8.10 Unpainted Wood surfaces to be enameled.

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a. Prime: Alkyd type sealant primer.

Gloss: Matte Color: White Solids: 61% Density: 1.48 kg/l Efficiency 10 -14 m²/l depending on surface type

b. Intermediate and final coating: Alkyd resin based synthetic enamel.

Gloss: Shiny Color: TBD Solids: Depending on colors. Average 50% volume Density: Depending on colors. Average 1.2 kg/l/ Efficiency 11 – 14 m²/l

1.8.11 Enameled wood surfaces.

a. Prior and final coating: Alkyd resin based synthetic enamel.

Gloss: Shiny

Solids: Depending on colors. Average 50% volume Density: Depending on colors. Average 1.2 kg/l/ Efficiency 11 – 14 m²/l

1.8.12 Unpainted wood surfaces to be varnished.

a. Primer: Colorless impregnation for wood of synthetic resin

Color: Colorless Solids contend: 15,5% volume Density: 0,8 kg/l Drying 23°C y 50% HR 12-24 hours Recoating 24-48 hours

b. Intermediate and final coats: Synthetic resin based open pore varnish with insecticide and fungicide agents

Solids contend: 18% volume

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Density: 0,9 kg/l

1.8.13 Varnished wood surfaces.

a. Prior and final coatings: Synthetic resin based open pore varnish with insecticide and fungicide agents

Solids contend: 18% volume Density: 0,9 kg/l

1.8.14 Unpainted exterior plaster, cement, masonry and other surfaces or with paint in poor conditions:

a. Prime: Universal Fixing-primer for porous surfaces

Color Transparent, colorless Specific Weight 1,02±0,05 kg/l Viscosity 4 +/- 3 PO Solids Contend (Vol) 46±1 Solids Contend (Weight) 47±1 Drying to touch (20ºC. y 60% H.R) 10 -30 min.

Recoat (20ºC. y 60% H.R): 4 hours Classification AFNOR NFT 36005 Group I class 7b2.

b. Intermediate Coat: Water based smooth covering carbonation resistant and water vapor permeable.

Finishes Mate Specific Weight: 1,51±0,05 kg/l Viscosity 95+/- 15 PO Solid Conted (Vol) 47±1 Solid Contend (Weight) 66±1 VOC Cat.a/BA 75/40: 0,48 g/l Drying to touch: (20ºC. y 60% H.R) 1 h. Washable: 25

– 30 days.

Recoat: (20ºC. y 60% H.R): 4- 6 hours Classification AFNOR NFT 36005 Group I class 7b2

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c. Final Coat: Acrylic Copolymers Based Textured coat (2 coats)

Finishes Rough Matt Specific Weighto: 1,67±0,05 kg/l Solid Contend (Vol) 43±1 Solid Contend (Weight) 80±1 VOC Cat.a/BA 75/40: 1 g/l Drying to touch: (20ºC. y 60% H.R) 1-3 h. washable:

25–30 days.

Recoat: (20ºC. y 60% H.R): 24 hours

1.8.15 Painted exterior plaster, cement, masonry and other derivative smooth surfaces:

a. Primer, intermediate and final coats: High performance, resistance and coverage power vinyl copolymer based paint

Gloss: Matt

Specific Weight 1.44± 0,05 kg/l Viscosity 115+/-15 PO Solid Contend (Vol) 42±1 Solid Contend (Weight) 60±1 VOC Cat.a/BA 75/30: 0g/l Washability Class 1, 50.000 dp

1.8.16 Painted exterior plaster, cement, masonry and other derivative textured surfaces:

a. Primer, intermediate and final coats: Water based smooth covering carbonation resistant and water vapor permeable.

Finishes Matt Specific Weight: 1,51±0,05 kg/l Viscosity 95+/- 15 PO Solid Conted (Vol) 47±1 Solid Contend (Weight) 66±1 VOC Cat.a/BA 75/40: 0,48 g/l Drying to touch: (20ºC. y 60% H.R) 1 h. Washable: 25

– 30 days.

Recoat: (20ºC. y 60% H.R): 4- 6 hours

1.8.17 Painted interior plaster, cement, masonry and other surfaces

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a. Primer, intermediate and final coats: High performance, resistance and coverage power vinyl copolymer based paint with fungicide additives.

Gloss: Mate

Specific Weight 1.44± 0,05 kg/l Viscosity 115+/-15 PO Solid Contend (Vol) 42±1 Solid Contend (Weight) 60±1

Cleanability Class 1, 50.000 dp

1.8.18 Unpainted interior plaster, cement, masonry and other derivatives surfaces or with paint in poor conditions.

a. Universal Fixing-primer for porous surfaces

Color Transparent, colorless Specific Weight 1,02±0,05 kg/l Viscosity 4 +/- 3 PO Solids Contend (Vol) 46±1 Solids Contend (Weight) 47±1 Drying to touch (20ºC. y 60% H.R) 10 -30 min.

Recoat (20ºC. y 60% H.R): 4 hours Classification AFNOR NFT 36005 group I class 7b2.

b. Intermediate and final coats: High performance, resistance and coverage power vinyl copolymer based paint with fungicide additives.

Gloss: Matt

Specific Weight 1.44± 0,05 kg/l Viscosity 115+/-15 PO Solid Contend (Vol) 42±1 Solid Contend (Weight) 60±1

Cleanability Class 1, 50.000 dp

1.8.19 Interior plaster, cement, masonry and other derivative surfaces with water stains.

a. Primer: Apply an acrylic resin with hydraulic filled based waterproof paint conveniently diluted with synthetic and greasy solvent.

b. Intermediate coat: Waterproof paint with solvent based acrylic resins and hydraulic filled.

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Binder: Acrylic resin Solvent: Mixture of hydrocarbons Appearance: Matt Color: White Density: 1,44 kg/l ± 0,03 Performance: 2 - 5 m2/l Drying a 23°C: 2 hours Recoat a 23°C After de 24 hours COV 500 g/l

c. Final Coat: Plastic paint with acrylic styrenated and vinyl emulsion.

Binder: Acrylic styrenated and vinylc copolymers.

Pigments Titanium dioxide, minerals filled and selected pigments.

Solvent Water Appearance Mate Density: 1,45 ÷ 1,48 kg/l s/color Performance: 10-12 m2/l Drying: To 23°C: 30 minutes Valor COV Cat. A/a: 15 g/l

1.8.20 Interior plaster, cement, masonry and other derivative surfaces of work areas.

a. Primer and base coatings: Alkyd resin based synthetic sealer coating.

Finishes Glossy Specific Weight: 1,49±0,05 kg/l Viscosity 194+/- 30 SG Solid Contend (Vol) 49±1 Solid Contend (Weight) 73±1 VOC Cat.h/BD 750/750: 482g/l Driying to touch: (20ºC. y 60% H.R) 30 min. 1 h 30 min.

Recoat: (20ºC. y 60% H.R): Min. 24 h. Max 1º days

b. Final coat: Synthetic enamel

Viscosity: 215 +/- 30 SG Volume solids: 458+/- 1

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Weight solids: 66±1 VOC Cat. d/BD 400/300: 295 g/l

1.8.21 Mildew-covered surfaces: Brush surfaces with a fungicide solution and rinse with tepid water.

a. The solution will have the following composition:

157 c.c. trisodium phosphate 30 c.c. household detergent 946 c.c. sodium hypochlorite at 5.25% 2840 c.c. tepid water

1.8.22 Hydrocarbon-impregnated surfaces and equipment:

a. Apply a water-solvent non-ionic alkaline degreaser and rinse with high-pressure hot water.

Concentrated Ph: 13.2 Ph at 1%: 11.5 Density at 20°C: 1.097 Freezing point: -2°C Active matter %: 17.7

1.8.23 Grease- and oil-impregnated surfaces:

a. Apply a high-emulsion quaternary ammonium degreaser and rinse with high-pressure hot water.

Ph at 5%: 12-13 Density at 20°C: 1.07± 0.01gr/c.c.

2. MECHANICAL WORKS

2.1. New HVAC equipment shall be 208-230Volts/3 phase/60 Hz imported from the USA.

Inverter technology air to air heat pump type with head pressure control kit. Other commercial refrigerant substituting R-410A refrigerant shall be considered during the design. The refrigerant pipes shall be insulated and protected with aluminum jacket.

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2.2. New exhaust fans shall be 208-230Volts/3 phase/60 Hz or 120Volts/1 phase/60 Hz, imported from the USA. Ductwork shall be galvanized steel sheets UNE 37552. Diffusers, grilles and air intakes shall be lacquered aluminum. Include electrical installation.

2.3. Double bowl kitchen sink shall be replaced with one of similar dimensions made of stainless steel sheet 1 mm thick. Support profiles shall also be replaced with stainless steel ones. New mixer faucet shall be chromed steel with ceramic discs and aerator.

2.3.1 Water saving devices: water saving devices shall be installed as required, on the kitchen sink mixer: aerators shall be connected in the faucets substituting the regular filters. These shall mix the water with air producing an abundant and soft flow.

2.4. Interior plumbing.

2.4.1 Interior Sewer piping shall be made of PVC, shall comply with the requirements established in UNE EN 1453 serie “B” (3 mm thick) for diameters less than 4”. For 4” diameter and bigger shall comply with UNE EN 1452-2 and be suitable for a working pressure of 10 Kg/cm². Fittings shall be made of PVC, shall be made by injection or from pipe sections adequately reinforced, and shall comply with UNE EN 1329-2. Vent piping shall conform to UNE EN 1453 serie “B”.

2.4.2 Piping for domestic hot water and domestic cold water shall be seamless drawn copper pipe in accordance with UNE EN 1057. Copper pipe installed shall be hard drawn (H8) and soft annealed (0) when embedded in floors or in wall chases or when otherwise approved.

2.4.3 Ball valves: Body: brass Cu Zn40 Pb2. Sphere: micropolished brass and chrome plated. Duraluminum handle.

2.4.4 Dielectric sleeve fitting: Shall be of the union or flange type and be provided where connections of ferrous to non-ferrous piping materials are made.

3. ELECTRICAL WORKS

3.1. General system description

3.1.1. This project requires a complete renovation of electrical…