Attachment 3 Seed Project No. QUUG 06-1003, Renovate Meeting Hall Bldg. 105 Statement of Work (SOW)__86 pgs.__Dated 24__Dec__2020.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 06-1003, RENOVATE MEETING HALL, B105

Prepared by: ____________________________________________________________________ Name: Miguel Trujillo Fuentes, CENDA Date: 24 Dec 2020

Name: José María Zumárraga Carmona, CENDM Date: 24 Dec 2020

Name: Manuel Córdoba García, CENDE Date: 24 Dec 2020

Revised by: ____________________________________________________________________ Name: Shawn M. Connors, CEN Date: 24 Dec 2020

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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 SMALL PROJECT DESIGN-BUILD PROGRESS SCHEDULES

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PART 1 - GENERAL PROJECT DESCRIPTION

1. This project is intended to provide a full restoration and modernization of building 105 –Base Meeting Hall- at Morón AB (Spain).

2. Building 105 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 Architectural Work:

2.1.1. Remove benches and furniture for subsequent installation.

2.1.2. Prepare and submit for approval the Asbestos Abatement Plan.

2.1.3. Remove Asbestos Containing Material that including the supporting brick walls (splayed walls) and pipes from cavity walls.

2.1.4. Construct new spayed walls.

2.1.5. Upgrade lobby to include decorative tiles, acoustical drop ceiling, lighting and polish/glaze the existing terrazzo flooring.

2.1.6. Rearrange main toilets area to provide accessibility for persons with disabilities.

2.1.7. Renovate bathrooms with decorative tiles including floor, sanitary fixtures, plumbing, sewer, exhaust and lighting.

2.1.8. Renovate snack bar area and install countertop.

2.1.9. Repair dressing room flooring.

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2.1.10. Scrape loose paint, cover dents, scratches, cracks and old drill holes from all interior walls and ceiling and paint.

2.1.11. Replace interior doors.

2.1.12. Renovate auditorium to include flooring, acoustical wall fabric-covering, acoustical ceiling and baffles.

2.1.13. Repair wooden stage floor.

2.1.14. Renovate projection room including new vinyl flooring and lighting.

2.1.15. Replace exterior doors and windows and provide hardware in accordance with their functions.

2.1.16. Replace main roof system; install gutters, flashing and exterior downspouts.

2.1.17. Clean and apply a continuous waterproof coating to lower level roof, stair and any protruding elements, install new drip flashing at eaves.

2.1.18. Install fall arresting system at two roof levels.

2.1.19. Repair exterior enclosure cracks; scrape loose paint, patching and paint.

2.1.20. Scrape loose paint, clean rust and repaint metal surfaces.

2.1.21. Separate, treat and delivery wastes to authorized dump or recycle plant.

2.2 Mechanical Work:

2.2.1. Removal of mechanical installations.

2.2.2. Install interior sewer system for toilets.

2.2.3. Install interior plumbing system.

2.2.4. Provide exterior underground potable water, non-potable water, fire suppression and sanitary sewer services connecting to the nearest main utility lines.

2.2.5. Install Domestic Hot Water system.

2.2.6. Install wet-pipe fire sprinkler system including exterior water supply.

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2.2.7. Install HVAC system to cover all areas except for toilets and storage areas. Provide a Dedicated Outside Air (DOAR) unit for ventilation of the whole area.

2.2.8. Provide access for HVAC equipment maintenance.

2.3 Electrical Work:

2.3.1. Demolition and disposal of electrical installation in the building and service line to transformer vault #181.

2.3.2. Renovate electrical interior distribution system of building.

2.3.3. Renovate interior/exterior lighting system with LED luminaires and controls.

2.3.4. Provide emergency evacuation lighting in theatre aisles.

2.3.5. Provide exterior and accent lighting in the building surrounding areas.

2.3.6. Provide pre-installation for an electronic annunciation display board for public announces in the exterior mezzanine.

2.3.7. Provide a new combined fire alarm/mass notification system.

2.3.8. Renovate interior telecommunications systems.

2.3.9. Provide installations necessary for the building operation as a theater/cinema or Meeting Hall to include, but not limited to, public addressing system, sound system, stage lighting system, video projection, etc.

2.3.10. Renovate electrical service lines and perform necessary changes to transformer utility vault, including renovation of the whole vault, transformer, HV switchgear and low voltage distribution panelboard, if needed.

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

2.4 Miscellaneous:

2.4.1. Repair elements affected by the execution of the project.

2.4.2. Final cleaning.

3. SITE AVAILABILITY:

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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 + 50 calendar days.

35% Design Review and Approval DNTP + 75 calendar days.

65% Design Review Submittal Preparation DNTP + 100 calendar days.

65% Design Review and Approval DNTP + 125 calendar days.

95% Design Review Submittal Preparation DNTP + 175 calendar days.

95% Design Review and Approval DNTP + 200 calendar days.

100% Design Review Submittal Preparation DNTP + 225 calendar days.

100% Design Review and Approval DNTP + 250 calendar days.

Construction Notice To Proceed Construction Performance Period CNTP + 270 calendar days.

4.1 The total performance period proposed for this project, 520 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 86 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 86 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 86 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. Interior door: Frames: Shall be made of vinyl coated preformed metal profile made of

1.2 mm thick galvanized metal sheet , interiorly treated with corrosion-proof primer. The coat of vinyl shall have a minimum thickness of 150 microns. The frame shall be adapted to the thickness of the partition where the door is going to be installed. Frames shall be installed by means of hidden brackets with adjustable screw and filling material of polyurethane foam. Fire rated doors shall be provide with a intumescent band in the frame metal profile.

Door leaf: Shall be 45 mm total thick flush and solid door. Door leaf shall be constructed by means of chipboard panel covered of 3 mm thick HPL phenolic compact sheet on both sides.

The door structure shall be of perimeter frame in solid beech wood. Fire rated door shall be constructed with interior fireproof core chipboard panel.

1.3. Solid metal doors: The door design shall be 44 millimeters minimum thickness, hollow metal, industrial type construction with minimum 14 gauge (1,9 mm) skin plate thickness both sides, internally reinforced vertically, with continuous steel stiffeners spaced 150 mm maximum on center. Provide steel frames for the entire perimeter of door leaf. Material: Metal sheet S 235 steel type UNE-EN 10025. Frame and stiffeners of hot laminated steel profiles. Hinges: Provide four hinges per door leaf of ball bearing hinge type. Louver shall be made of fixed blades from standard “S” shape performed steel profiles 1 mm minimum thickness. Frames: Hot rolled profiles 50 mm thick with mitered joint. Anchor: Provide anchors to secure the frame to adjoining construction, minimum of three anchors for each jamb and floor anchor of drilled for 10 mm anchor bolts at bottom of each jamb member. All steel profiles and metal sheet shall be of welded construction with continuous, full penetration welds. Prior to painting works, all steel surfaces shall be cleaned from rust, grease or any waste from metal works. All steel surfaces shall be paint finished with two component epoxy-polyamide primer with zinc phosphate and two coats of dual component polyurethane acrylic enamel.

1.4. Hardware: Provide complete hardware for new doors from the standard manufacturer of Morón AB.

1.4.1 Door handles and Roses: Handles and roses shall be machined from stainless steel, 1.3 millimeter thick.

1.4.2 Cylinders: Provide cylinders and cores for new locks. Cylinders and cores shall have six pin tumblers minimum.

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1.4.3 Closers: Provide closers complete with brackets, arms, mounting devices, fasteners, and other features necessary for the particular application. Size closers in accordance with the manufacturer's recommendations in order to accommodate them to the door weight. Closers shall have independent adjustable controls for closing velocity through the whole run and for the last 7º of closing. Provide closers with overhead hold-open device. Locking swing door device characteristics are defined in accordance with published EU normative corresponding to UNE EN 1154. Door shutters 4/8/2-6/1/1/4

UNE-EN 1154

1.4.4 Panic Bar: The system shall function via pressure-release bar. Panic bars are defined in accordance with EC published norms UNE-EN 1125 Panic bars and UNE-EN 179, Panic Bar 3/7/6/1/1/3/2/2/A Emergencies. The active door leaf shall include panic bar lock at height in accordance with hardware frame and automatic closer, lock and exterior handle according to hardware sets. The inactive door leaf shall include panic bar as the active leaf.

1.4.5 Counterlock: Reversible, both top and bottom shall have threaded sockets for the espagnolette..

1.4.6 Spagnolettes: Top and bottom. One end shall finish in rivet for closing points and the other shall be threaded to allow union with the counterlock. This system shall also include the floor locking device.

1.4.7 Door stop: All doors shall have floor stops, affixed to the floor at the point of widest swing. Stops shall be stainless steel covered rubber cylinders. The door stoppers shall be placed in the relevant position to avoid interference with door stop open position.

Emergency doors shall be furnished with a magnetic lock system, ball catch or similar approved which shall block doors open.

1.4.8 Leaf selector: All double leaf doors will have a leaf selector to allow closing position for the passive leaf first and after, the denominated active leaf.

1.5. Exterior Closure: Perform general repairs as defined, in accordance with Código Técnico de Edificación CTE, document Básico HS Salubridad.

1.6. Roof: System to be replace shall follow Unified Facility Criteria UFC 3-110-03 Roofing, with Change 3. Self-protected waterproof membrane roof type. Roof construction shall be formed by light concrete of swelling clay nodules, weight of not over 500 kg/m³, mechanical resistance shall not be less than 8 kg/cm². 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. Protective fleece layer of continuous filaments of polyester fiber. Filtering

SOW 25 of 86 insulation slab and draining pavement composed by a base of extruded polystyrene (XPS) and a layer of high performance porous concrete (HPAP).

1.7. 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.

1.8. Aluminum Windows: Windows shall be interior operable, with vertical or horizontal hinges as indicated in drawings. All windows shall be equipped with locking devices, three vertical or two horizontal hinges and two lines of weatherstripping around the whole perimeter of the leaf and at the adjoining vertical members. Hinges shall be able to bear a minimum number of cycles of 30.000 (openings and closings). Windows shall have a 73 mm thick frame minimum. Windows shall meet the following requirements as per Norma Europea Test Method: European Standards.

1.8.1 Air Tightness: Class A-3 IAW UNE 85-214.

1.8.2 Water Tightness: Class E-4 IAW UNE 85-212.

1.8.3 Wind Load: Class V-4 IAW UNE 85-213.

1.9. Insect Screen: Woven from aluminum wire or aluminum magnesium alloy wire with square opening mesh. Aluminum wire mesh mounted exteriorly on a fixed aluminum profile (min 15x45 mm) same color as the window profile color.

1.10. Aluminum Door: Doors shall be interior operable, with four vertical hinges, with glazing, as shown on drawings. Doors shall be of the same construction, profile series, thermal barrier, casing frame, weather strips and material described for windows. Hinges shall be able to bear a minimum number of cycles of 30.000 (openings and closings). Door shall be from the same manufacturer, model and finishes of the window manufacturer. Each door leaf shall be equipped with a locking or latching device which can be secure from inside. A thumb turn cylinder (locknode integrated for networking) shall be installed to be operable by panic bar from inside and electronic transponder from outside.

Doors shall meet the following requirements as per Norma Europea Test Method: European Standards.

1.10.1 Air Tightness: Class 3 IAW EN 12207.

1.10.2 Water Tightness: Class A-7 IAW EN 12208.

1.10.3 Wind Load: Class C-4 IAW EN 12210.

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1.11. Glazing: Shall comply with Normas U.N.E. 85222-85 "Glazing and Setting Methods", and U.N.E. 85235 "Ventanas. Sellado. Clasificación y designación de los sistemas de acristalamiento.

Insulating Glass: Provide all exterior doors and windows with insulating glass. Insulating glass shall be composed of the following elements:

1.11.1 Interior Pane: Interior pane shall be a double tempered panel safety glass, 6+6 mm thick, with polyvinyl butiral sheet 1.5 mm thick adhered to both panels and in between. Glass shall be qualified to be used for physical safety as per Orden Ministerial of March 13th, 1986 (BOE April 8th, 1986). Glass shall resist an impact of 50 Kg falling from a height of 50 cm, as per UNE 108/131. Treatment of glass with acid shall be carried out in the workshop, maintaining quality manufacturer recommended criteria.

1.11.2 Dehydrated Air Space: 12 mm minimum thickness dehydrated air space, hermetically sealed.

1.11.3 Exterior Pane: The exterior pane shall be tempered glass 6 mm thick tinted with bronze color and a metallic covering applied by means of cathodic pulverization. Solar energy transmittance factor shall be 0.15. Solar energy reflection factor: 0.07. Solar factor: 0.32.

Thermic transmittance coefficient for exterior glass shall be 4.9 kcal/m² hºC. The color tint of the glass shall assimilate to bronze. Submit samples with different colors for Contracting Officer approval.

1.12. ATFP Compliance: All aluminum windows and doors shall be ATFP compliance as per UFC 4-010-01. Certificate for Blast Resistance of Building Components: The certificate shall be based on Standard Test Method for Glazing and Window System, Subject to Dynamic Overpressure Loadings from the US GSA, performed for the following dynamic pressure parameters.

ATFP - BLAST LOAD

PARAMETERS

Distance 25 m Peak Pressure 86,7 kPa Positive Phase Impulse

535 kPa-ms

Peak Negative Pressure

-13,5,0 kPa

Negative Phase Impulse

-536 kPa

Duration (Positive Phase)

18,11 ms

Duration (Total) 82,62 ms

1.13. 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%, SOW 27 of 86

UNE-EN 14411,UNE-EN ISO/ NP 10545-6, UNE-EN ISO/ NP 10545-14 . Use in lobbies, corridors, toilets, and other areas with minimal maintenance requirements, 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.

1.14. 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.

1.15. Acoustical tile ceiling units: Provide sound controlling units mechanically mounted on a ceiling suspension system for acoustical treatment. The unit size, texture, finish, and color must be as specified. Coordinate the whole ceiling system with other items not necessarily exposed, like the location of access panels, ceiling penetrations, detectors, etc.

1.15.11 Acoustical units shall conform the following requirements:

a. STC range as specified in drawings.

b. Fire Resistive Class A2-S1, d0, in accordance with UNE-EN 13501.1.

c. Nominal size: 600 x 600 x20 mm.

d. Minimum Light Reflectance Coefficient: 0.83 or greater.

e. Finish: Factory-applied standard finish.

f. Non-asbestos mineral fiber with painted finish.

1.15.12 Hangers: Provide hangers and attachment capable of supporting a minimum 1330 N ultimate vertical load without failure of supporting material or attachment.

1.15.13 Wires Soft annealed steel, light zinc coated finish 3 mm in diameter minimum.

1.15.14 Straps Provide straps of 25 by 25 mm galvanized steel, with a light commercial zinc coating or with an electrodeposited zinc coating.

1.15.15 Rods: Provide 5 mm diameter threaded steel rods, zinc or cadmium coated.

1.15.16 Eyebolts: Provide eyebolts of weldless, forged-carbon-steel, with a straight-shank.

Eyebolt size must be a minimum 7 mm, zinc or cadmium plated.

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1.15.17 Access Panels: Provide access panels that match adjacent acoustical units, designed and equipped with suitable framing and fastenings for removal and replacement without damage. Size panel to be not less than 300 by 300 mm or more than 300 by 600 mm. a.Attach an identification plate of 0.8 mm thick aluminum, 19 mm in diameter, stamped with the letters "AP" and finished the same as the unit, near one corner on the face of each access panel.

Identify ceiling access panel by a number utilizing white identification plates or plastic buttons with contrasting numerals. Provide plates or buttons of minimum 25 mm diameter and securely attached to one corner of each access unit. Provide a typewritten card framed under glass listing the code identification numbers and corresponding system descriptions listed above. Mount the framed card where directed and furnish a duplicate card to the Contracting Officer.

1.16. Gypsum Boards: Continuous gypsum board for ceiling and baffles consisting of a gypsum core between multilayer cellulose,

1.16.1 Gypsum boards shall have the following physical properties.

a. Thermal resistance: R= 0.083 m2.ºC/W

b. Thermal conductivity: =0.18 W/mºC

c. Flexural strength: 650 Kg longitudinal; 255 Kg transverse

d. Thickness: 15 mm

e. Width: 1200 mm

f. Length: 2.600 mm

g. Weight: 11.7 Kg/m2

h. Edge: Square

i. Fire resistance M-1, as per UNE-23727

1.16.2 In addition, gypsum boards for partitions and ceilings at bathrooms shall be foil-backed, water resistant. Vapor resistance value RV=347mmHGm2 day/g.

1.16.3 Metal framework for suspended ceiling: Profiles components shall be made of 0.6 mm thick zinc coated steel. Zinc coated steel shall receive a phosphate treatment prior to painting. Provide manufacturer’s standard mounting accessories.

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1.17. 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.

1.17.1 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

1.17.2 Exterior steel, galvanized steel or wood surfaces:

a. Door and window frames and leaves RAL 8002

1.17.3 Interior plaster, cement, masonry and other surfaces

a. Background White

1.17.4 Interior steel, galvanized steel or wood surfaces:

a. Door and window frames RAL 8002

b. Door and window leaves RAL 1011

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

1.18.1 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

SOW 30 of 86

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.

1.18.2 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

1.18.3 Unpainted Steel Surfaces with a required firestop coating.

a. Prime: Two component epoxy anticorrosive white prime

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

SOW 31 of 86

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

1.18.4 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

1.18.5 Unpainted Wood surfaces to be enameled.

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

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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

1.18.6 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

1.18.7 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

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

1.18.8 Varnished wood surfaces.

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

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

1.18.9 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…