2-Specifications (Eng) QUUG 23-1001.pdf

PREPARED FOR DEPARTMENT OF THEAIR FORCE

496TH AIR BASE SQUADRON

ENGINEERING DESIGN SECTION

MORÓN AIR BASE, SPAIN

SPECIFICATIONS (ENGLISH) FOR:

PROJECT QUUG 23-1001

EDI RPR/ADD RADR VEHICLE MX, B121

100% DESIGN SUBMITTAL

Prepared by

Reviewed by

Approved by

100% Design Submittal. May 08th, 2025

THIS PAGE HAS BEEN INTENTIONALLY LEFT BLANK

100% Design Submittal. May 08th, 2025

EDI RPR/ADD RADR VEHICLE MX, B121

MORÓN AIR BASE, SPAIN

QUUG 23-1001

Specifications (English)

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SCOPE OF WORK AND DRAWINGS

01 11 01 GENERAL CONDITIONS

01 11 02 SPECIAL CONDITIONS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 23 00 GLASS UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 41 13 METAL ROOF PANELS

07 55 00 LOW SLOPED ROOF FINISHED WITH FILTERING TILE

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 INTERIOR DOORS

Page 1100% Design Submittal. May 08th, 2025

QUUG 23-1001

Specifications (English)

08 34 16.10 HORIZONTAL STEEL ROLL-UP DOORS

08 51 13 ALUMINUM WINDOWS

DIVISION 09 - FINISHES

09 22 01 DRYWALL METAL PARTITIONS

09 30 10 CERAMIC QUARRY AND GLASS TILING

09 51 00 CEILINGS

09 90 00 PAINTS AND COATINGS

DIVISION 10 – SPECIALTIES

10 28 13 TOILET ACCESSORIES

10 71 13 MOTORIZED RETRACTABLE AWNINGS

DIVISION 13 – SPECIAL CONSTRUCTION

13 48 73 SEISMIC CONTROL FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

23 57 10.00 10 FORCED HOT WATER HEATING SYSTEMS USING WATER AND STEAM

HEAT EXCHANGERS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

Page 2100% Design Submittal. May 08th, 2025

QUUG 23-1001

Specifications (English)

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 11 16 SECONDARY UNIT SUBSTATIONS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 70 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 03 30 EMBANKMENTS

32 04 22 GEOTEXTILES AS SEPARATION AND FILTER ELEMENTS

32 05 30 PRIME COAT

32 05 31 TACK COAT

32 05 32 CURING COAT

32 05 42 BITUMINOUS CONCRETE TYPE BITUMINOUS MIXES

32 11 23 AGGREGATE BASE COURSE FOR FLEXIBLE PAVING

32 11 33.13 PORTLAND CEMENT-STABILIZED BASE COURSES

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 30 00 SANITARY SEWER

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

Page 3100% Design Submittal. May 08th, 2025

QUUG 23-1001

Specifications (English)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 BRIDGE CRANES

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 25 14 OIL-WATER SEPARATORS

Page 4100% Design Submittal. May 08th, 2025

QUUG 23-1001. EDI RPR/ADD RADR VEHICLE MX, B121

SECTION 01 11 00

SCOPE OF WORK AND DRAWINGS

1 GENERAL

The work covered by this Statement of Work (SOW) consists in the construction of the project, performing all necessary travels and furnishing all professional services, facilities, labor, equipment, materials, transportation, detailed drawings to construct a complete and usable facility under a firm fixed price contract. 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 perform all works as required by the project in order to provide a complete, operational and low-maintenance facility.

The construction works included in this specification set corresponds to the work required to expand the vehicle maintenance facility, building #121 at Morón Air Base (Spain) to support the Rapid Airfield Damage Recovery (RADR) vehicle fleet maintenance.

The expansion will consist of a new building, annexed to the existing building on its west façade.

The constructed area of the expansion will be up to approximately 608 SM. In this expansion, there will be 4 bays for vehicle maintenance, storage areas for tools and spare parts, toilet and different rooms for auxiliary services.

Additionally, the project will rearrange the first floor on the west side of existing building to create male and female locker rooms, accessible restroom and reception area.

Works include but are not limited to civil, structural, architectural, plumbing, HVAC, sewer, electrical, fire protection, telecom, and furnishings.

The work under this project includes furnishing all labor, equipment, and material and performing all operations required to design (when apply), manufacture, assemble, factory test, prepare for shipment and storage, deliver, site installation and assembly of all new required equipment, including all required auxiliary services, materials, machinery and logistic. Provide equipment complete with all accessories, spare parts and tools. Provide equipment complete and totally functional.

2.1 Demolition Works

Civil:

• Interior fence and gate (west façade).

• Exterior paving as required (asphalt and concrete).

• Foundations and trenches excavations.

Architectural, Structural and Interiors :

• First floor, west zone.

SECTION 01 11 00 - 1100% Design Submittal. May 08th, 2025

◦ Interior and exterior carpentry.

◦ Furnishings.

◦ Ceilings.

◦ Interior partitions.

◦ Flooring.

◦ Hole and trench opening.

Mechanical and Plumbing :

• First floor, west zone:

◦ Sanitary fixtures and faucets.

◦ Sanitary sewage and vent.

◦ Cold, hot and return water distribution pipping.

◦ Radiators and fan-coils.

◦ Radiators and fan-coils pipping.

Electrical and Telecommunications:

• Transformer HV and LV cabinets.

• 160 kVA power transformer.

• First floor, west zone:

◦ Interior distribution system (electrical and telecommunications).

◦ Interior lighting system.

2.2 Civil Works

• Replacement of part of the perimeter fence.

• Expansion of the paved area.

• Modification of the underground sewage network.

• New oil-water separator manhole.

2.3 Architectural, Structural and Interiors Works

• Construction of the new building: Foundation, structure, roofing, and enclosures.

• New pedestrian and vehicle access doors in the new building.

• First floor on the west side of the existing building:

◦ New interior partitions.

◦ New suspended ceilings.

◦ New doors and windows.

◦ New finishes.

• New equipment and furnishings.

SECTION 01 11 00 - 2100% Design Submittal. May 08th, 2025

2.4 Mechanical and Plumbing Works

• Modification of the potable water supply system in affected areas.

• Modification of the sanitary sewage system in affected areas.

• Modification of the water-based air-conditioning system in affected areas.

• New compressed air system.

2.5 Fire Protection Works

• Expansion of the fire alarm system in affected areas.

• Expansion of the wet pipe fire suppression system in affected areas.

• New fire alarm control panelboard (FACP).

2.6 Electrical and Telecommunications:

• Replacement of the facility's transformer, high voltage cabinets and low voltage switchboard at the substation.

• New manual transfer switch (MTS) for emergency generator connection.

• New low voltage underground service entrance. It will run from the existing transformer substation #131 to the new manual transfer switch (MTS).

• New electrical service connection for the building to the new electrical room.

• New panelboard (LP3) for the new workshop III.

• Modification of the interior distribution system.

• New lighting system in affected areas.

• New grounding system.

• New lightning protection system (LPS) by means of air terminals on deck.

• New interior telecommunications distribution system in affected areas.

3 DRAWINGS

The list of drawings is included below:

No. of Drawing Sheet Title

R-853-1 GI001 1 OF 183 PORTADA

COVER SHEET

R-853-2 GI002 2 OF 183 RELACIÓN DE PLANOS

DRAWING SCHEDULE

R-853-3 GI003 3 OF 183 PLANO DE SITUACIÓN

LOCATION PLAN

R-853-4 GI004 4 OF 183 DISPOSICIÓN DE ESPACIOS. PLANTA BAJA. ESTADO EXISTENTE

ROOMS ARRANGEMENT. FIRST FLOOR. EXISTING CONDITION

R-853-5 GI005 5 OF 183 DISPOSICIÓN DE ESPACIOS. ENTREPLANTA. ESTADO EXISTENTE

ROOMS ARRANGEMENT. MEZZANINE. EXISTING CONDITION

R-853-6 GI006 6 OF 183 DISPOSICIÓN DE ESPACIOS. PLANTA BAJA. ESTADO PROYECTADO

ROOMS ARRANGEMENT. FIRST FLOOR. PROJECTED CONDITION

R-853-7 GI007 7 OF 183 NOTAS GENERALES I

GENERAL NOTES I

R-853-8 GI008 8 OF 183 NOTAS GENERALES II Y ABREVIATURAS

GENERAL NOTES II AND ABBREVIATIONS

SECTION 01 11 00 - 3100% Design Submittal. May 08th, 2025

No. of Drawing Sheet Title

R-853-9 GI009 9 OF 183 LEYENDAS

LEGENDS

R-853-10 GI010 10 OF 183 EVACUACIÓN. PLANTA BAJA. ESTADO PROYECTADO

EVACUATION. FIRST FLOOR. PROJECTED CONDITION

R-853-11 GI011 11 OF 183 EVACUACIÓN. ENTREPLANTA. ESTADO PROYECTADO

EVACUATION. MEZZANINE. PROJECTED CONDITION

R-853-12 GI012 12 OF 183 DISPOSICIÓN TEMPORAL DE ESPACIOS. ESTADO PROYECTADO

TEMPORARY ROOM LAYOUT. PROJECTED CONDITION

R-853-13 V-001 13 OF 183 LEVANTAMIENTO TOPOGRÁFICO. PUNTOS DE REFERENCIA

TOPOGRAPHIC SURVEY. BENCH MARKS

R-853-14 V-101 14 OF 183 LEVANTAMIENTO TOPOGRÁFICO. PLANO

GENERAL TOPOGRAPHIC SURVEY. GENERAL PLAN

R-853-15 B-101 15 OF 183 GEOTÉCNICO. PLANO DE SONDEOS

GEOTECHNICAL. BORING SITE PLAN

R-853-16 CD101 16 OF 183 CIVIL. PAVIMENTOS. PLANTA GENERAL. ESTADO EXISTENTE Y DEMOLICIÓN

CIVIL. PAVEMENTS. GENERAL LAYOUT. EXISTING CONDITION AND

DEMOLITION

R-853-17 CD102 17 OF 183 CIVIL. SERVICIOS PÚBLICOS. ESTADO EXISTENTE Y DEMOLICIÓN

CIVIL. UTILITIES PLAN. EXISTING CONDITION AND DEMOLITION

R-853-18 CD401 18 OF 183 CIVIL. PAVIMENTOS. AMPLIADO. ESTADO EXISTENTE Y DEMOLICIÓN

CIVIL. PAVEMENTS. ENLARGED. EXISTING CONDITION AND DEMOLITION

R-853-19 CD402 19 OF 183 CIVIL. AMPLIADO. SERVICIOS PÚBLICOS. ESTADO EXISTENTE Y DEMOLICIÓN

CIVIL. ENLARGED. UTILITIES PLAN. EXISTING CONDITION

R-853-20 CP101 20 OF 183 CIVIL. PAVIMENTOS. ESTADO PROYECTADO

CIVIL. PAVEMENTS. PROJECTED CONDITION

R-853-21 CP301 21 OF 183 CIVIL. SECCIÓN DE CARRETERA. ESTADO PROYECTADO

CIVIL. ROAD SECTION. PROJECTED CONDITION

R-853-22 CP401 22 OF 183 CIVIL. AMPLIADO. PAVIMENTOS. ESTADO PROYECTADO

CIVIL. ENLARGED. PAVEMENT. PROJECTED CONDITION

R-853-23 CP501 23 OF 183 CIVIL. DETALLES DE VALLA I

CIVIL. FENCE DETAIL I

R-853-24 CP502 24 OF 183 CIVIL. DETALLES DE VALLA II

CIVIL. FENCE DETAIL II

R-853-25 CP503 25 OF 183 CIVIL. DETALLES DE VALLA III

CIVIL. FENCE DETAIL III

R-853-26 CP901 26 OF 183 CIVIL. VISTAS 3D. ESTADO PROYECTADO

CIVIL. 3D VIEW. PROJECTED CONDITION

R-853-27 CU101 27 OF 183 CIVIL. SERVICIOS PÚBLICOS. ESTADO PROYECTADO

CIVIL. UTILITIES PLAN. PROJECTED CONDITION

R-853-28 CU401 28 OF 183 CIVIL. AMPLIADO. SERVICIOS PÚBLICOS. ESTADO PROYECTADO

CIVIL. ENLARGED. UTILITIES PLAN. PROJECTED CONDITION

R-853-29 CU501 29 OF 183 CIVIL. DETALLES I

CIVIL. DETAILS I

R-853-30 CU502 30 OF 183 CIVIL. DETALLES II

CIVIL. DETAILS II

R-853-31 SD101 31 OF 183 ESTRUCTURA. CIMENTACIÓN. ESTADO EXISTENTE

STRUCTURAL. FOUNDATION. EXISTING CONDITION

R-853-32 SD102 32 OF 183 ESTRUCTURA. ESTADO EXISTENTE

STRUCTURAL. EXISTING CONDITION

R-853-33 S-001 33 OF 183 ESTRUCTURA. SECCIÓN GENERAL DE NIVELES

STRUCTURAL. LEVELS. CONSTRUCION PHASING.

R-853-34 SB101 34 OF 183 ESTRUCTURA. PLANO DE CIMENTACIÓN. ESTADO PROYECTADO

STRUCTURAL. FOUNDATION PLAN. PROJECTED CONDITION

R-853-35 SB401 35 OF 183 ESTRUCTURA. PLANO DE CIMENTACIÓN. ESTADO PROYECTADO. AMPLIADO I

STRUCTURAL. FOUNDATION PLAN. PROJECTED CONDITION. ENLARGED I

R-853-36 SB402 36 OF 183 ESTRUCTURA. PLANO DE CIMENTACIÓN. ESTADO PROYECTADO. AMPLIADO II

STRUCTURAL. FOUNDATION PLAN. PROJECTED CONDITION. ENLARGED II

R-853-37 SB501 37 OF 183 ESTRUCTURA. ARMADO DE ZAPATA I

STRUCTURAL. FOOTING REINFORCEMENT I

R-853-38 SB502 38 OF 183 ESTRUCTURA. ARMADO DE ZAPATA II

STRUCTURAL. FOOTING REINFORCEMENT II

R-853-39 SB503 39 OF 183 ESTRUCTURA. ARMADO DE ZAPATA III

STRUCTURAL. FOOTING REINFORCEMENT III

SECTION 01 11 00 - 4100% Design Submittal. May 08th, 2025

R-853-40 SB504 40 OF 183 ESTRUCTURA. DETALLES. ACERO DE REFUERZO VIGAS I

STRUCTURAL. REINFORCING STEEL BEAMS I

R-853-41 SB505 41 OF 183 ESTRUCTURA. DETALLES. ACERO DE REFUERZO VIGAS II

STRUCTURAL. REINFORCING STEEL BEAMS II

R-853-42 SB506 42 OF 183 ESTRUCTURA. DETALLES CIMENTACIÓN DE FOSO

STRUCTURAL. PIT FOUNDATION DETAILS

R-853-43 SF101 43 OF 183 ESTRUCTURA. PLANO FORJADO COLABORANTE . ESTADO PROYECTADO

STRUCTURAL. COMPOSITE SLAB PLAN. PROJECTED CONDITION

R-853-44 SF401 44 OF 183 ESTRUCTURA METÁLICA. FORJADO COLABORANTE. AMPLIADO I

STEELWORK STRUCTURE. COMPOSITE SLAB. ENLARGED I

R-853-45 SF402 45 OF 183 ESTRUCTURA METÁLICA. FORJADO COLABORANTE. AMPLIADO II

STEELWORK STRUCTURE. COMPOSITE SLAB. ENLARGED II

R-853-46 SF403 46 OF 183 FORJADO COLABORANTE. REFUERZO DE POSITIVOS I

COMPOSITE SLAB. NEGATIVE REINFORCEMENT. ENLARGED I

R-853-47 SF404 47 OF 183 FORJADO COLABORANTE. REFUERZO DE POSITIVOS. AMPLIADO II

COMPOSITE SLAB. NEGATIVE REINFORCEMENT. ENLARGED II

R-853-48 SF102 48 OF 183 ESTRUCTURA.PLANO VIGA CARRILERA. ESTADO PROYECTADO

STRUCTURAL. RUNWAY PLAN. PROJECTED CONDITION

R-853-49 SF103 49 OF 183 ESTRUCTURA. PLANO DE CUBIERTA. ESTADO PROYECTADO

STRUCTURAL. ROOF PLAN. PROJECTED CONDITION

R-853-50 SF301 50 OF 183 ESTRUCTURA. PÓRTICOS I. ESTADO PROYECTADO

STRUCTURAL. FRAMES I. PROJECTED CONDITION

R-853-51 SF302 51 OF 183 ESTRUCTURA. PÓRTICOS II. ESTADO PROYECTADO

STRUCTURAL. FRAMES II. PROJECTED CONDITION

R-853-52 SF501 52 OF 183 ESTRUCTURA. REFERENCIAS DE UNIONES. VISTA 3D

STRUCTURAL. JOINTS REFERENCES. 3D VIEW

R-853-53 SF502 53 OF 183 ESTRUCTURA. SECCIONES DE REFERENCIAS DE UNIONES I

STRUCTURAL. JOINTS REFERENCES SECTIONS I

R-853-54 SF503 54 OF 183 ESTRUCTURA. SECCIONES DE REFERENCIAS DE UNIONES II

STRUCTURAL. JOINTS REFERENCES SECTIONS II

R-853-55 SF504 55 OF 183 ESTRUCTURA. DETALLES DE UNIONES SOLDADAS I

STRUCTURAL. WELDED JOINT DETAILS I

R-853-56 SF505 56 OF 183 ESTRUCTURA. DETALLES DE UNIONES SOLDADAS II

STRUCTURAL. WELDED JOINT DETAILS II

R-853-57 SF506 57 OF 183 ESTRUCTURA. DETALLES DE UNIONES SOLDADAS III

STRUCTURAL. WELDED JOINT DETAILS III

R-853-58 SF507 58 OF 183 ESTRUCTURA. DETALLES DE UNIONES SOLDADAS IV

STRUCTURAL. WELDED JOINT DETAILS IV

R-853-59 SF508 59 OF 183 ESTRUCTURA. DETALLES DE UNIONES SOLDADAS V

STRUCTURAL. WELDED JOINT DETAILS V

R-853-60 SF601 60 OF 183 ESTRUCTURA. TABLA DE UNIONES SOLDADAS I

STRUCTURAL. WELDED UNION SCHEDULE I

R-853-61 SF602 61 OF 183 ESTRUCTURA. TABLA DE UNIONES SOLDADAS II

STRUCTURAL. WELDED UNION SCHEDULE II

R-853-62 SB102 62 OF 183 ESTRUCTURA. PLANO DE LOSAS. ESTADO PROYECTADO

STRUCTURAL. FLOOR SLAB PLAN. PROJECTED CONDITION

R-853-63 SB103 63 OF 183 ESTRUCTURA. DISTRIBUCIÓN DE JUNTAS. ESTADO PROYECTADO

STRUCTURAL. JOINTS LAYOUT. PROJECTED CONDITION

R-853-64 SB403 64 OF 183 ESTRUCTURA. DISTRIBUCIÓN DE JUNTAS. ESTADO PROYECTADO. VISTA

AMPLIADA I

STRUCTURAL. JOINTS LAYOUT. PROJECTED CONDITION. ENLARGED VIEW I

R-853-65 SB404 65 OF 183 ESTRUCTURA. DISTRIBUCIÓN DE JUNTAS. ESTADO PROYECTADO. VISTA

AMPLIADA II

STRUCTURAL. JOINTS LAYOUT. PROJECTED CONDITION. ENLARGED VIEW II

R-853-66 SB507 66 OF 183 ESTRUCTURA. DETALLE DE JUNTAS

STRUCTURAL. JOINTS DETAILS

R-853-67 SB104 67 OF 183 ESTRUCTURA. CUARTO ELÉCTRICO. ESTADO PROYECTADO

STRUCTURAL. ELECTRIC ROOM. PROJECTED CONDITION

R-853-68 SB508 68 OF 183 ESTRUCTURA. CUARTO ELÉCTRICO. CIMENTACIÓN. ESTADO PROYECTADO

STRUCTURAL. ELECTRIC ROOM. FOUNDATION. PROJECTED CONDITION

SECTION 01 11 00 - 5100% Design Submittal. May 08th, 2025

R-853-69 SB509 69 OF 183 ESTRUCTURA. CUARTO ELÉCTRICO. PÓRTICOS CUBIERTA. ESTADO

PROYECTADO

STRUCTURAL. ELECTRIC ROOM. ROOF FRAMES. PROJECTED CONDITION

R-853-70 SB510 70 OF 183 ESTRUCTURA. CUARTO ELÉCTRICO. UNIDAD DE MAMPOSTERÍA DE

HORMIGÓN. ESTADO PROYECTADO

STRUCTURAL. ELECTRIC ROOM. CONCRETE MASONRY UNIT. PROJECTED

CONDITION

R-853-71 AD101 71 OF 183 ARQUITECTURA. PLANTA BAJA. ESTADO EXISTENTE Y DEMOLICIÓN

ARCHITECTURAL. FIRST FLOOR. EXISTING CONDITION AND DEMOLITION

R-853-72 A-101 72 OF 183 ARQUITECTURA. PLANTA BAJA. ESTADO PROYECTADO

ARCHITECTURAL. FIRST FLOOR. PROJECTED CONDITION

R-853-73 A-102 73 OF 183 ARQUITECTURA. ENTREPLANTA. ESTADO PROYECTADO

ARCHITECTURAL. MEZZANINE. PROJECTED CONDITION

R-853-74 A-103 74 OF 183 ARQUITECTURA. PLANO DE CUBIERTA. ESTADO PROYECTADO

ARCHITECTURAL. ROOF PLAN. PROJECTED CONDITION

R-853-75 A-104 75 OF 183 ARQUITECTURA. PLANTA BAJA. PLANO DE ACCESIBILIDAD

ARCHITECTURAL. FIRST FLOOR. ACCESSIBILITY PLAN VIEW.

R-853-76 A-201 76 OF 183 ARQUITECTURA. ALZADOS. ESTADO PROYECTADO

ARCHITECTURAL. ELEVATIONS. PROJECTED CONDITION

R-853-77 A-202 77 OF 183 ARQUITECTURA. REPLANTEO FACHADA PREFABRICADA. ESTADO

PROYECTADO

ARCHITECTURAL. PRECAST FACADE LAYOUT. PROJECTED CONDITION

R-853-78 A-301 78 OF 183 ARQUITECTURA. SECCIONES. ESTADO PROYECTADO ARCHITECTURAL.

SECTIONS. PROJECTED CONDITION

R-853-79 A-401 79 OF 183 ARQUITECTURA. AMPLIADO I. PLANO ACABADOS. ESTADO PROYECTADO

ARCHITECTURAL. ENLARGED I. FINISH PLAN. PROJECTED CONDITION

R-853-80 A-402 80 OF 183 ARQUITECTURA. AMPLIADO II. PLANO ACABADOS. ESTADO PROYECTADO

ARCHITECTURAL. ENLARGED II. FINISH PLAN. PROJECTED CONDITION

R-853-81 A-403 81 OF 183 ARQUITECTURA. AMPLIADO III. SALA ELÉCTRICA. ESTADO PROYECTADO

ARCHITECTURAL. ENLARGED III. ELECTRICAL ROOM. PROJECTED

CONDITION

R-853-82 A-501 82 OF 183 ARQUITECTURA. DETALLES DE ANCLAJE DE PANELES PREFABRICADOS.

ESTADO PROYECTADO

ARCHITECTURAL. PRECAST PANEL ANCHORS DETAILS. PROJECTED

CONDITION

R-853-83 A-502 83 OF 183 ARQUITECTURA. DETALLES CONSTRUCTIVOS I. ESTADO PROYECTADO

ARCHITECTURAL. CONSTRUCTION DETAILS I. PROJECTED CONDITION

R-853-84 A-503 84 OF 183 ARQUITECTURA. DETALLES CONSTRUCTIVOS II. ESTADO PROYECTADO

ARCHITECTURAL. CONSTRUCTION DETAILS II. PROJECTED CONDITION

R-853-85 A-504 85 OF 183 ARQUITECTURA.DETALLES CONSTRUCTIVOS III. ESTADO PROYECTADO

ARCHITECTURAL. CONSTRUCTION DETAILS III. PROJECTED CONDITION

R-853-86 A-505 86 OF 183 ARQUITECTURA. DETALLES DE MUROS I. ESTADO PROYECTADO

ARCHITECTURAL. WALLS DETAILS I. PROJECTED CONDITION

R-853-87 A-506 87 OF 183 ARQUITECTURA. DETALLES DE MUROS II. ESTADO PROYECTADO

ARCHITECTURAL. WALLS DETAILS II. PROJECTED CONDITION

R-853-88 A-507 88 OF 183 ARQUITECTURA. DESPIECE DE PANELES DE HORMIGÓN PREFABRICADO I

ARCHITECTURAL. PRECAST CONCRETE PANEL LAYOUT I

R-853-89 A-508 89 OF 183 ARQUITECTURA.DESPIECE DE PANELES DE HORMIGÓN PREFABRICADO II

ARCHITECTURAL. PRECAST CONCRETE PANEL LAYOUT II

R-853-90 A-509 90 OF 183 ARQUITECTURA. DETALLE DE FALSO TECHO

ARCHITECTURAL. SUSPENDED CEILING DETAIL

R-853-91 A-510 91 OF 183 ARQUITECTURA. SECCIONES ASEOS

ARCHITECTURAL. RESTROOM SECTIONS

R-853-92 A-511 92 OF 183 ARQUITECTURA. DETALLES TÍPICOS DE ASEOS

ARCHITECTURAL. TYPICAL RESTROOM DETAILS

R-853-93 A-512 93 OF 183 ARQUITECTURA.DETALLE DE CASETÓN PARA SERVICIOS EN CUBIERTA

ARCHITECTURAL. ROOF SERVICE CABINET DETAIL

R-853-94 A-513 94 OF 183 ARQUITECTURA. REMATES

ARCHITECTURAL. FLASHINGS

R-853-95 A-514 95 OF 183 ARQUITECTURA. DETALLES DE VENTANAS

ARCHITECTURAL. WINDOWS DETAILS

R-853-96 A-515 96 OF 183 ARQUITECTURA. DETALLES DE PUERTAS I

ARCHITECTURAL. DOOR DETAILS I

SECTION 01 11 00 - 6100% Design Submittal. May 08th, 2025

R-853-97 A-516 97 OF 183 ARQUITECTURA. DETALLES DE PUERTAS II

ARCHITECTURAL. DOOR DETAILS II

R-853-98 A-517 98 OF 183 ARQUITECTURA. DETALLES DE PUERTAS III

ARCHITECTURAL. DOOR DETAILS III

R-853-99 A-518 99 OF 183 ARQUITECTURA. DETALLES DE PUERTAS IV

ARCHITECTURAL. DOOR DETAILS IV

R-853-100 A-519 100 OF 183 ARQUITECTURA. TABLA DE PUERTAS

ARCHITECTURAL. DOORS SCHEDULE

R-853-101 A-901 101 OF 183 ARQUITECTURA. VISTAS 3D. ESTADO PROYECTADO

ARCHITECTURAL. 3D VIEWS. PROJECTED CONDITION

R-853-102 FD101 102 OF 183 ALARMA CONTRA INCENDIOS. PLANTA BAJA. ESTADO EXISTENTE Y

DEMOLICIÓN

FIRE ALARM. FIRST FLOOR. EXISTING CONDITION AND DEMOLITION

R-853-103 FD102 103 OF 183 EXTINCIÓN DE INCENDIOS. PLANTA BAJA. ESTADO EXISTENTE Y

DEMOLICIÓN

FIRE SUPPRESSION. FIRST FLOOR. EXISTING CONDITION AND DEMOLITION

R-853-104 FA101 104 OF 183 ALARMA CONTRA INCENDIOS. PLANTA BAJA. ESTADO PROYECTADO

FIRE ALARM. FIRST FLOOR. PROJECTED CONDITION

R-853-105 FA501 105 OF 183 ALARMA CONTRA INCENDIOS. DETALLES

FIRE ALARM. DETAILS

R-853-106 FA601 106 OF 183 ALARMA CONTRA INCENDIOS. DIAGRAMA UNIFILAR Y MATRIZ

FIRE ALARM. RISER DIAGRAM & MATRIX

R-853-107 FX101 107 OF 183 EXTINCIÓN DE INCENDIO. PLANTA BAJA. ESTADO PROYECTADO

FIRE SUPPRESSION. FIRST FLOOR. PROJECTED CONDITION

R-853-108 FX301 108 OF 183 EXTINCIÓN DE INCENDIOS. SECCIONES. ESTADO PROYECTADO

FIRE SUPPRESSION. SECTIONS. PROJECTED CONDITION

R-853-109 FX601 109 OF 183 EXTINCIÓN DE INCENDIOS. DIAGRAMA GENERAL DEL SISTEMA DE

ROCIADORES

FIRE SUPPRESSION. FIRE SPRINKLER SYSTEM DIAGRAM

R-853-110 FX901 110 OF 183 EXTINCIÓN DE INCENDIOS. VISTA ISOMÉTRICA I. ESTADO PROYECTADO

FIRE SUPPRESSION. ISOMETRIC VIEW I. PROJECTED CONDITION

R-853-111 FX902 111 OF 183 EXTINCIÓN DE INCENDIOS. VISTA ISOMÉTICA II. ESTADO PROYECTADO

FIRE SUPPRESSION. ISOMETRIC VIEW II. PROJECTED CONDITION

R-853-112 PD101 112 OF 183 FONTANERÍA. PLANTA BAJA. ESTADO EXISTENTE Y DEMOLICIÓN

PLUMBING. FIRST FLOOR. EXISTING CONDITION AND DEMOLITION

R-853-113 PD102 113 OF 183 SANEAMIENTO. PLANTA BAJA. ESTADO EXISTENTE Y DEMOLICIÓN

SANITARY SEWER. FIRST FLOOR. EXISTING CONDITION AND DEMOLITION

R-853-114 PP101 114 OF 183 FONTANERÍA. PLANTA BAJA. ESTADO PROYECTADO PLUMBING. FIRST FLOOR.

PROJECTED CONDITION

R-853-115 PP102 115 OF 183 SANEAMIENTO. PLANTA BAJA. ESTADO PROYECTADO SANITARY SEWER.

FIRST FLOOR. PROJECTED CONDITION

R-853-116 PP103 116 OF 183 SANEAMIENTO FOSO Y ARQUETAS. PLANTA BAJA. ESTADO PROYECTADO

SANITARY SEWER PIT AND HANDHOLE. FIRST FLOOR. PROJECTED CONDITION

R-853-117 PP104 117 OF 183 VENTILACIÓN SANITARIA. VISTA DE TECHO REFLEJADO. ESTADO

PROYECTADO

SANITARY VENTING. REFLECTED CEILING VIEW. PROJECTED CONDITION

R-853-118 PP105 118 OF 183 EVACUACIÓN DE AGUAS PLUVIALES .VISTA DE TECHO REFLEJADO. ESTADO

PROYECTADO

STORM DRAINAGE. REFLECTED CEILING VIEW. FLOOR PLAN

R-853-119 PP106 119 OF 183 AIRE COMPRIMIDO. VISTA DE TECHO REFLEJADO. ESTADO PROYECTADO

AIR COMPRESSED. REFLECTED CEILING VIEW. PROJECTED CONDITION

R-853-120 PP107 120 OF 183 DISTRIBUCIÓN DE FLUIDOS. VISTA DE TECHO REFLEJADO. ESTADO

PROYECTADO

FLUID DISTRIBUTION. REFLECTED CEILING VIEW. PROJECTED CONDITION

R-853-121 PP401 121 OF 183 FONTANERÍA. PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO I

PLUMBING. FIRST FLOOR. PROJECTED CONDITION. ENLARGED I

R-853-122 PP402 122 OF 183 FONTANERÍA. PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO II

PLUMBING. FIRST FLOOR. PROJECTED CONDITION. ENLARGED II

R-853-123 PP403 123 OF 183 SANEAMIENTO. PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO I

SANITARY SEWER. FIRST FLOOR. PROJECTED CONDITION. ENLARGED I

R-853-124 PP404 124 OF 183 SANEAMIENTO. PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO II

SANITARY SEWER. FIRST FLOOR. PROJECTED CONDITION. ENLARGED II

SECTION 01 11 00 - 7100% Design Submittal. May 08th, 2025

R-853-125 PP405 125 OF 183 SANEAMIENTO FOSO Y ARUQETAS. PLANTA BAJA. ESTADO PROYECTADO.

AMPLIADO I

SANITARY SEWER PIT AND HANDHOLE. FIRST FLOOR. PROJECTED

CONDITION. ENLARGED I

R-853-126 PP406 126 OF 183 SANEAMIENTO FOSO Y ARQUETAS. PLANTA BAJA. ESTADO PROYECTADO.

AMPLIADO II

SANITARY SEWER PIT AND HANDHOLE. FIRST FLOOR. PROJECTED

CONDITION. ENLARGED II

R-853-127 PP407 127 OF 183 VENTILACIÓN SANITARIA. VISTA DE TECHO REFLEJADO. ESTADO

PROYECTADO. AMPLIADO I

SANITARY VENTING. REFLECTED CEILING VIEW. PROJECTED CONDITION.

ENLARGED I

R-853-128 PP408 128 OF 183 VENTILACIÓN SANITARIA. VISTA DE TECHO REFLEJADO. ESTADO

PROYECTADO. AMPLIADO II

SANITARY VENTING. REFLECTED CEILING VIEW. PROJECTED CONDITION.

ENLARGED II

R-853-129 PP409 129 OF 183 EVACUACIÓN DE AGUAS PLUVIALES. VISTA DE TECHO REFLEJADO. ESTADO

PROYECTADO. AMPLIADO I

STORM DRAINAGE. REFLECTED CEILING VIEW. PROJECTED CONDITION.

ENLARGED I

R-853-130 PP410 130 OF 183 EVACUACIÓN DE AGUAS PLUVIALES. VISTA DE TECHO REFLEJADO. ESTADO

PROYECTADO. AMPLIADO II

STORM DRAINAGE. REFLECTED CEILING VIEW. PROJECTED CONDITION.

ENLARGED II

R-853-131 PP411 131 OF 183 AIRE COMPRIMIDO. PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO I

AIR COMPRESSED. FIRST FLOOR. PROJECTED CONDITION. ENLARGED I

R-853-132 PP412 132 OF 183 AIRE COMPRIMIDO. PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO II

AIR COMPRESSED.FIRST FLOOR. PROJECTED CONDITION. ENLARGED II

R-853-133 PP413 133 OF 183 AIRE COMPRIMIDO. PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO III

AIR COMPRESSED. FIRST FLOOR. PROJECTED CONDITION. ENLARGED III

R-853-134 PP501 134 OF 183 DETALLES DE TUBERÍAS

PIPING DETAILS

R-853-135 PP901 135 OF 183 FONTANERÍA. VISTA ISOMÉTRICA. ESTADO PROYECTADO

PLUMBING. ISOMETRIC VIEW. PROJECTED CONDITION

R-853-136 PP902 136 OF 183 FONTANERÍA. VISTA ISOMÉTRICA. AMPLIADO I & II. ESTADO PROYECTADO

PLUMBING. ISOMETRIC VIEW. ENLARGED I & II. PROJECTED CONDITION

R-853-137 PP903 137 OF 183 SANEAMIENTO. VISTA ISOMÉTRICA. ESTADO PROYECTADO

SANITARY SEWER. ISOMETRIC VIEW. PROJECTED CONDITION

R-853-138 PP904 138 OF 183 SANEAMIENTO. VISTA ISOMÉTRICA. AMPLIADO I & II. ESTADO PROYECTADO

SANITARY SEWER. ISOMETRIC VIEW. ENLARGED I & II PROJECTED

CONDITION

R-853-139 PP905 139 OF 183 VENTILACIÓN SANITARIA. VISTA ISOMÉTRICA. AMPLIADO I & II. ESTADO

PROYECTADO

SANITARY VENTING. ISOMETRIC VIEW. ENLARGED I & II. PROJECTED

CONDITION

R-853-140 PP906 140 OF 183 AIRE COMPRIMIDO. VISTA ISOMÉTRICA. ESTADO PROYECTADO

AIR COMPRESSED. ISOMETRIC VIEW. PROJECTED CONDITION

R-853-141 PP907 141 OF 183 AIRE COMRPIMIDO. VISTA ISOMÉTRICA. AMPLIADO I & II. ESTADO

PROYECTADO

AIR COMPRESSED. ISOMETRIC VIEW. ENLARGED I & II. PROJECTED

CONDITION

R-853-142 PP908 142 OF 183 DISTRIBUCIÓN DE FLUIDOS. VISTA ISOMÉTRICA. ESTADO PROYECTADO

FLUID DISTRIBUTION. ISOMETRIC VIEW. PROJECTED CONDITION

R-853-143 MD101 143 OF 183 MECÁNICA. PLANTA BAJA. ESTADO EXISTENTE Y DEMOLICIÓN

MECHANICAL. FIRST FLOOR. EXISTING CONDITION AND DEMOLITION

R-853-144 MD601 144 OF 183 MECÁNICA. DIAGRAMA DE FLUJO DE TUBERÍAS. ESTADO EXISTENTE Y

DEMOLICIÓN MECHANICAL. PIPING FLOW DIAGRAM. EXISTING CONDITION

AND DEMOLITION

R-853-145 MH101 145 OF 183 MECÁNICA. CONDUCTOS. PLANTA BAJA. ESTADO PROYECTADO

MECHANICAL. DUCT. FIRST FLOOR. PROJECTED CONDITION

R-853-146 MH102 146 OF 183 MECÁNICA. EQUIPAMIENTO. PLANTA BAJA. ESTADO PROYECTADO

MECHANICAL. EQUIPMENT. FIRST FLOOR. PROJECTED CONDITION

R-853-147 MH401 147 OF 183 MECÁNICA. CONDUCTOS. PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO I

MECHANICAL. DUCT. FIRST FLOOR. PROJECTED CONDITION. ENLARGED I

SECTION 01 11 00 - 8100% Design Submittal. May 08th, 2025

R-853-148 MH402 148 OF 183 MECÁNICA. CONDUCTOS. PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO II

MECHANICAL. DUCT. FIRST FLOOR. PROJECTED CONDITION. ENLARGED II

R-853-149 MH501 149 OF 183 MECÁNICA. CONDUCTOS. DETALLES

MECHANICAL. DUCT. DETAILS

R-853-150 MH502 150 OF 183 MECÁNICA. CONDUCTOS. SOPORTES

MECHANICAL. DUCT. SUPPORTS

R-853-151 MH601 151 OF 183 MECÁNICA. CONDUCTOS. TABLAS

MECHANICAL. DUCT. SCHEDULES

R-853-152 MP101 152 OF 183 MECÁNICA. TUBERÍAS. PLANTA BAJA. ESTADO PROYECTADO

MECHANICAL. PIPING. FIRST FLOOR. PROJECTED CONDITION

R-853-153 MP401 153 OF 183 MECÁNICA. TUBERÍAS.PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO I

MECHANICAL. PIPING. FIRST FLOOR. PROJECTED CONDITION. ENLARGED I

R-853-154 MP402 154 OF 183 MECÁNICA. TUBERÍAS. PLANTA BAJA. ESTADO PROYECTADO. AMPLIADO II

MECHANICAL. PIPING. FIRST FLOOR. PROJECTED CONDITION. ENLARGED II

R-853-155 MP601 155 OF 183 MECÁNICA. DIAGRAMA DE FLUJO DE TUBERÍAS. ESTADO PROYECTADO

MECHANICAL. PIPING FLOW DIAGRAM. PROJECTED CONDITION

R-853-156 MP901 156 OF 183 MECÁNICA. TUBERÍAS. VISTA ISOMÉTRICA. ESTADO PROYECTADO

MECHANICAL. PIPING. ISOMETRIC VIEW. PROJECTED CONDITION

R-853-157 ED101 157 OF 183 ELECTRICIDAD. ILUMINACIÓN. PLANTA BAJA. ESTADO EXISTENTE Y

DEMOLICIÓN

ELECTRICAL. LIGHTING. FIRST FLOOR. EXISTING CONDITION AND

DEMOLITION

R-853-158 ED102 158 OF 183 ELECTRICIDAD. FUERZA. PLANTA BAJA. ESTADO EXISTENTE Y DEMOLICIÓN

ELECTRICAL. POWER. FIRST FLOOR. EXISTING CONDITION AND DEMOLITION

R-853-159 ED103 159 OF 183 ELECTRICIDAD. PUESTA A TIERRA. PLANO DE PLANTA. ESTADO EXISTENTE Y

DEMOLICIÓN

ELECTRICAL. GROUNDING. FLOOR PLAN. EXISTING CONDITION AND

DEMOLITION

R-853-160 ED601 160 OF 183 ELECTRICIDAD. ESQUEMA UNIFILAR. ESTADO EXISTENTE Y DEMOLICIÓN

ELECTRICAL. SINGLE LINE DIAGRAM. EXISTING CONDITION AND

DEMOLITION

R-853-161 ED602 161 OF 183 ELECTRICIDAD. ESQUEMA UNIFILAR LP2. ESTADO EXISTENTE Y DEMOLICIÓN

ELECTRICAL. SINGLE LINE DIAGRAM LP2. EXISTING CONDITION AND

DEMOLITION

R-853-162 ED603 162 OF 183 ELECTRICIDAD. CENTRO DE TRANSFORMACIÓN. ESTADO EXISTENTE Y

DEMOLICIÓN.

ELECTRICAL. TRANSFORMER VAULT. EXISITING CONDITION AND

DEMOLITION.

R-853-163 EL101 163 OF 183 ELECTRICIDAD. ILUMINACIÓN. PLANTA BAJA. ESTADO PROYECTADO

ELECTRICAL. LIGHTING. FIRST FLOOR. PROJECTED CONDITION

R-853-164 EL501 164 OF 183 ELECTRICIDAD. ILUMINACIÓN. DETALLES ELECTRICAL. LIGHTING DETAILS

R-853-165 EL601 165 OF 183 ELECTRICIDAD. DIAGRAMA DE CONTROL Y TABLAS DE ILUMINACIÓN

ELECTRICAL. LIGHTING CONTROL DIAGRAM AND SCHEDULES

R-853-166 EP101 166 OF 183 ELECTRICIDAD. FUERZA. PLANTA BAJA. ESTADO PROYECTADO

ELECTRICAL.POWER. FIRST FLOOR. PROJECTED CONDITION

R-853-167 EP401 167 OF 183 ELECTRICIDAD. CENTRO DE TRANSFORMACIÓN Y SALA ELÉCTRICA. ESTADO

PROYECTADO

ELECTRICAL. TRANSFORMER VAULT AND ELECTRICAL ROOM. PROJECTED

CONDITION

R-853-168 EP402 168 OF 183 ELECTRICIDAD. CENTRO DE TRANSFORMACIÓN Y SALA ELÉCTRICA.

DETALLES. ESTADO PROYECTADO

ELECTRICAL. TRANSFORMER VAULT AND ELECTRICAL ROOM. DETAILS.

PROJECTED CONDITION

R-853-169 EP501 169 OF 183 ELECTRICIDAD. DETALLES DE CUADROS ELÉCTRICOS ELECTRICAL.

ELECTRICAL PANELBOARD DETAILS

R-853-170 EP502 170 OF 183 ELECTRICIDAD. DETALLES DE TOMAS DE CORRIENTE

ELECTRICAL. RECEPTACLES DETAILS

R-853-171 EP503 171 OF 183 ELECTRICIDAD. DETALLES

ELECTRICAL. DETAILS

R-853-172 EP601 172 OF 183 ELECTRICIDAD. ESQUEMA UNIFILAR. ESTADO PROYECTADO

ELECTRICAL. SINGLE LINE DIAGRAM. PROJECTED CONDITION

R-853-173 EP602 173 OF 183 ELECTRICIDAD. ESQUEMA UNIFILAR LP2. ESTADO PROYECTADO

ELECTRICAL. SINGLE LINE DIAGRAM LP2. PROJECTED CONDITION

SECTION 01 11 00 - 9100% Design Submittal. May 08th, 2025

R-853-174 EP603 174 OF 183 ELECTRICIDAD. ESQUEMA UNIFILAR LP3. ESTADO PROYECTADO

ELECTRICAL. SINGLE LINE DIAGRAM LP3. PROJECTED CONDITION

R-853-175 EP604 175 OF 183 ELECTRICIDAD. CUADROS ELÉCTRICOS. ESTADO PROYECTADO

ELECTRICAL. PANEL SCHEDULE. PROJECTED CONDITION

R-853-176 EP605 176 OF 183 ELECTRICIDAD. CUADROS ELÉCTRICOS. ESTADO PROYECTADO. LP3

ELECTRICAL. PANEL SCHEDULE. PROJECTED CONDITION. LP3

R-853-177 EP606 177 OF 183 ELECTRICIDAD. DIAGRAMAS DE CONTROL

ELECTRICAL. CONTROL DIAGRAMS

R-853-178 EG101 178 OF 183 ELECTRICIDAD. PUESTA A TIERRA. PLANO DE PLANTA. ESTADO PROYECTADO

ELECTRICAL. GROUNDING. FLOOR PLAN. PROJECTED CONDITION

R-853-179 EG102 179 OF 183 ELECTRICIDAD. PARARRAYOS. PLANO DE CUBIERTA. ESTADO PROYECTADO

ELECTRICAL. LIGHTNING PROTECTION. ROOF PLAN. PROJECTED CONDITION

R-853-180 EG501 180 OF 183 ELECTRICIDAD. DETALLES DE PUESTA A TIERRA

ELECTRICAL. GROUNDING DETAILS

R-853-181 TD101 181 OF 183 TELECOMUNICACIONES. PLANTA BAJA. ESTADO EXISTENTE Y DEMOLICIÓN

TELECOMMUNICATIONS. FIRST FLOOR. EXISTING CONDITION AND

DEMOLITION

R-853-182 T-101 182 OF 183 TELECOMUNICACIONES. PLANTA BAJA. ESTADO PROYECTADO

TELECOMMUNICATIONS. FIRST FLOOR. PROJECTED CONDITION

R-853-183 T-501 183 OF 183 TELECOMUNICACIONES. DETALLES

TELECOMMUNICATIONS. DETAILS

*** END OF SECTION ***

SECTION 01 11 00 - 10100% Design Submittal. May 08th, 2025

SECTION 01 11 01

GENERAL CONDITIONS

1 GENERAL

The work consists of furnishing all labor, materials, utilities, transportation, equipment, and services to execute the project. In accordance with the drawings and specifications, complete and ready for use.

Measurements shown on the drawings and specifications are given for reference use only. They are not conclusive and may be erroneous. It is the Contractor’s responsibility to verify any and all of measurements.

The Government will not be held responsible for measurements shown or measurements and estimations made by the Contractor.

2 GENERAL DESCRIPTION

The work consists in, but is not limited to, executing the line items indicated in the scope of work.

All line items indicated in the scope of work do not limit nor reduce the Contractor’s responsibility to perform all work as required by the project in order to provide a complete and usable facility.

3 LOCATION

The work is located in Morón Air Base, Spain, as shown on the contract drawings.

4 DRAWINGS ACCOMPANYING SPECIFICATIONS

Drawings are the property of the Government and shall not be used for any purpose other than that contemplated by the specifications. The drawings indicated in the specifications are in A1 size.

5 WARRANTY

For this contract the Contractor shall provide a two year standard commercial warranty for all line items of the scope of work, including materials and workmanship, except for those specific items with a specific higher warranty period states elsewhere in this document. The warranty shall cover all defects noticed and reported to the Contractor within two years after acceptance of the work. The Contractor shall repair or replace defective materials at their expense within a reasonable time and as approved by the Contracting Officer. The Contractor must comply with any additional warranty periods established by Spanish codes and regulations. The Contractor shall submit the warranty letter within 15 calendar days after to the acceptance of the work by the Contracting Officer.

6 BASE ACCESS

6.1 Permits or Authorizations

The Contractor shall obtain all permits or authorizations required to access Morón Air Base. All the communications in relation to the Base Access request must be directed to Construction Management Section for PASS&ID Office processing. Once the works have finalized, the Contractor will return the permits or authorizations. Contractor is responsible to provide the required escorts as required to execute the works.

6.2 Delays and Interruptions

The Contractor is advised that delays are liable to occur, due to security reasons, during the access/egress process of personnel and materials from Morón Air Base. Additionally, the Contractor shall

SECTION 01 11 01 - 1100% Design Submittal. May 08th, 2025 immediately interrupt the work when it is required if security warning/risk situations occur. The contractor shall submit in writing, excess delays (90 minutes or more) experienced due to base access.

7 WORK CLEARANCE REQUEST

15 calendar days in advance, as minimum, before the commencement of the works, the Contractor shall request AF Form 103 “BCE Work Clearance Request” to Construction Management in order to obtain all the information pertaining to the current status of Base utilities. Additional requests shall be submitted to Construction Management 15 calendar days in advance, at minimum. The Contractor shall not perform any work under any circumstances without having the approved Work Clearance at the construction site (hard copy) and not before having marked at the site with stakes and/or pins the location of the utilities. Work Clearance Request shall only be processed once all materials and documentation necessary to commence work have been submitted and approved. The Contractor shall be responsible for any damage caused to Base utilities shown on the AF Form 103 and project drawings and shall be responsible for the repairs without additional cost to the Government.

Return entire permit to Geobase Office after completion of digging excavating activities. If additional utilities are located or encounters (or marked utilities are not found in their expected locations) then the requester shall provide a sketch to Geobase office precisely detailing the location(s) of all utilities that were found to not be in the location expected within the 10 workdays after the discovery of the discrepancy.

8 BASE UTILITIES

The Contractor, at its expense and in coordination with the Contracting Officer or CE personnel, shall install and maintain all necessary temporary connections and distribution lines. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, and associated accessories.

8.1 Use of Base Utilities

Water, sewage and electrical utilities may be available to the Contractor for supply to the following buildings: Offices, latrines, break rooms and laboratories. If the contractor wants any of these available utilities, the contractor must provide the material for the temporary utility connection and he must perform the work for the temporary utility installation. If the contractor does not want any of these available utilities, the contractor is responsible for providing their own utilities at no additional cost to the government.

Contractor must request officially the connection points needed in the Mobility Plan for CE review/approval.

Other utilities, apart from the listed below, shall be supplied by the Contractor at no cost to the Government.

The following utilities are available from the existing Base utilities:

a) Electricity: 120/208 volts, 60 Hz.

b) Non-potable water.

8.2 Base Utility Connection and/or Disconnection

15 calendar days before the connection/disconnection date, the Contractor shall request the connection and/or disconnection and shall indicate:

a) Type of utility required.

b) Type of connection and/or disconnection to be performed.

SECTION 01 11 01 - 2100% Design Submittal. May 08th, 2025

c) Utility use.

d) Required consumption.

e) Maximum duration.

All connection and/or disconnection works of Base utilities shall be programmed between 08:30 and 16:00 hours (between 08:30 to 15:00 during the period from 15 June to 15 September) from Monday to Friday, except holidays. The utility connections and/or disconnections can be considered critical by the Government, in which case they shall be performed on the date and time most convenient to the Government, i.e. weekends and/or during nighttime hours, without additional cost to the Government. The Contractor shall be responsible for making connections and/or disconnections, conversion, transportation of Base utility to the work site, including the furnishing and installation of the mechanisms that prevent the backflow of water to the Base service (backflow preventers) and the furnishing and installation of the transformers, if required. The Contractor shall not activate or alter any control device of the Base utilities including water, sewage and electricity. The Government shall operate said control devices. The Contractor shall submit additional requests to Construction Management with a minimum of 15 calendar days in advance of the estimated date for the required connection, disconnection or control maneuver of the corresponding utility. The temporary overhead connections to utility are prohibited. All utilities shall be restored to their original condition prior to satisfying final contractual payments.

8.3 Base Utility Outages

When a utility outage is necessary, the Contractor shall request the utility outage to Construction Management, at least 15 calendar days in advance of the work, and shall indicate:

a) Type of affected utility.

b) Type of cut to be performed.

c) Maximum duration.

All utility outages shall be scheduled from 08:30 and 16:00 hours (from 08:30 to 15:00 during the period from 15 June to 15 September) from Monday to Friday, except holidays. The utility outages can be considered critical by the Government, in which case they shall be performed on the date and time most convenient to the Government, i.e. weekends and/or during nighttime hours, without Government cost. The Contractor shall be responsible for making the outage, including the provision and installation of devices and materials. The Contractor shall not activate or alter any control device of the Base utilities, including water, sewage and electricity. The Government shall operate said control devices. Temporary overhead connections to utility are prohibited. All systems shall be restored to their original condition prior to satisfying final contractual payments.

9 HOT WORK

The Contractor shall submit for approval a written request to Construction Management 15 calendar days prior to any welding, as oxyacetylene or plasma cutting work. Said request shall indicate welding procedures and fire prevention measures. All welding work performed during the project execution shall be carried out by qualified welders only. The copies of the welder certificates, issued by an approved agency, shall be kept in the construction inspector’s files. Contractor will be responsible to keeping in effect the Hot Work Permit along the project execution period with the frequency established by the Fire Prevention Department.

SECTION 01 11 01 - 3100% Design Submittal. May 08th, 2025

10 VEHICULAR, MACHINERY AND EQUIPMENT TRAFFIC

10.1 Transit Control Plan

All works requiring vehicular or pedestrian traffic disruptions on the Base shall require an approved transit control plan. Said plan shall be approved at least 15 calendar days prior to carrying out said disruption. Said plan shall include:

a) Start date of the traffic disruption.

b) Duration of the traffic disruption.

c) Proposed alternative routes.

d) Signs, barriers, cones, flags and/or flagmen to be implemented.

The Contractor shall establish alternate procedures if unforeseen circumstances take place. The responsibility of the provision, erecting, keeping and removing all signs, barriers, cones and flags shall be solely the Contractor. Once the work is completed, the Contractor shall remove the signaling elements such as signs, barriers, cones and/or flags.

Access Route Plan: 10 calendar days after the notice to proceed (NTP) date, the Contractor shall submit an access route plan to Construction Management for its approval by Contracting Officer or authorized representative.

Trucks: Trucks loaded with loose material (volatile dust, construction debris or other objects that could fall from them) shall be duly covered. Said covers (tarpaulins, etc.) shall be securely secured and placed on the load before accessing the Base roads and airfield.

11 STOCKPILING

11.1 Stockpiling Area of Demolished/Removed Material

The Contractor shall transport the demolished or excavated materials to an authorized dump. Should any of the Morón Air Base shops need all or part of any of the materials from the demolition operations (concrete, aggregate and natural ground), the Contracting Office representative shall coordinate with the base Construction Management office on the exact location to stockpile said material.

11.2 Stockpiling Area for Contractor Material and Contractor Offices

The C.O. representative shall coordinate with the base Construction Management office the exact location for Contractor offices and stockpiling.

12 CONSTRUCTION SCHEDULE

It shall be the sole responsibility of the Contractor to ensure all required submittals are submitted for approval in a timely manner, which shall not incur any delay in completion of the project. For materials or equipment requiring a long term of procurement and delivery, said term shall be included in the period of performance. Delay in delivery/procurement will not justify an extension of the period of performance.

The Contractor shall submit an updated Construction Schedule within 7 calendar days after the Construction Phase starting date and when requested by the Contracting Officer or his authorized representative. In no case is the Contractor required to submit an updated more frequently than 20 working days. For Design-Build contracts, the updated Construction Schedule shall be submitted prior the actual construction starts.

SECTION 01 11 01 - 4100% Design Submittal. May 08th, 2025

The Construction Schedule shall include a Gantt chart showing each task, including task description, identification number, duration in calendar days, earliest start and finish dates, predecessor and successor task identification numbers, critical path and float that a task in the project network can be delayed without causing a delay to the subsequent task/s (free float) and to the project completion date (total float). The critical path shall be shown by means of a red color line and the float by means of black line after the predecessor task bar.

The Construction Schedule shall show the whole week, from Monday through Sunday. The labor days shall be from Monday through Friday. Saturday and Sunday shall be non-labor days. The holidays shall not be considered on the Construction Schedule and, therefore, they shall be considered labor days for Construction Schedule development purpose only.

The Construction Schedule shall be developed assuming 8-working hours for each labor days.

The Construction Schedule must include the following tasks if required:

12.1 Preconstruction Tasks

a) Preparation and transmittal of the bond and insurance submittals.

b) Preparation, transmittal, and approval of the submittals shown on document Schedule of Material Submittals (progress schedule, mobility plan, project sign, quality control plan, key staff, health and safety plan, environmental protection plan, AF Form 103 BCE Work Clearance Request, utility connection request, utility outage requests, welding work request, transit control plan, access routes, materials and equipment).

c) Procurement, fabrication and delivery on construction site of long lead time materials, equipment and fabricated assemblies.

d) The installation of the portable/modular buildings (rest room, dressing room, dining room, first aid, office, if required).

e) The installation of temporary connections from the portable/modular buildings to the utilities of the base.

f) The installation of the temporary fence and fabric plastic mesh along the perimeter of the area assigned for the Contractor (equipment and material storage, personnel vehicle parking area, portable/modular buildings, off-construction site disposal and waste area, if required).

g) The installation of the project sign.

h) The installation of the temporary plastic Jersey barriers filled with water, fence, fabric plastic mesh, cones and lights along the perimeter of the construction site.

i) The installation of the temporary signs, barriers, cones and flags along the transit routes.

j) The installation of the temporary occupational safety and health signs (prohibition, mandatory, warning, help, fire prevention, danger, directional board) at the area assigned for the Contractor.

k) The installation of the temporary occupational safety and health signs at the construction site.

12.2 Construction Tasks

a) The construction tasks shown on the AF Form 3052, Construction Cost Estimate Breakdown, including testing, curing time and the submission of the delivery tickets of the waste and construction debris and the approval of the field test result data.

SECTION 01 11 01 - 5100% Design Submittal. May 08th, 2025

12.3 Finish Tasks

a) Required testing.

b) Commissioning.

c) Pre-final inspection, including the request.

d) Correction of deficiencies.

e) Final inspection, including the request.

f) The removal of the temporary occupational safety and health signs at the construction site.

g) The removal of the temporary plastic Jersey barriers filled with water, fence, fabric plastic mesh, cones and lights along the perimeter of the construction site.

h) Final cleaning.

i) The removal of the temporary signs, barriers, cones and flags along the transit routes.

j) The removal of the project sign.

k) The removal of the temporary occupational safety and health signs at the area assigned for the Contractor.

l) The removal of temporary connections to the utilities of the base, including the preparation and transmittal of the utility disconnection request, the utility outage request and the approval of the Government.

m) The removal of the portable/modular buildings.

n) The removal of the temporary fence and fabric plastic mesh along the perimeter of the area assigned for the Contractor.

o) Restoration of the area assigned for the Contractor. To include restoration of all grass by means of hydro seeding. Final project acceptance and progress report will not be approved until grass is established and accepted by Contracting Officer.

p) Preparation and transmittal of the letter submittal about the inventory of all excess supplies, materials and equipment imported duty free for use under this contract.

q) Preparation and transmittal of the As-Built drawing submittal.

r) Preparation and transmittal of the spatial data submittal.

s) Preparation and transmittal of the warranty letter submittal.

t) Preparation and transmittal of the submittal of a certificate from the authorized dump about the estimated amounts or waste and construction debris managed during the execution of the project.

u) Approval of the submittals.

v) Project closeout.

13 PROGRESS SCHEDULE (AF FORM 3064)

Within the 10 calendar days after the contract commencement date or another period determined by the Contracting Officer, the Contractor shall develop and submit a practicable schedule to Construction Management for its approval by Contracting Officer or authorized representative. The plan shall show:

a) Activity sequence that the Contractor proposes to perform the work.

SECTION 01 11 01 - 6100% Design Submittal. May 08th, 2025

b) Dates proposed by the Contractor for the start and completion of the salient features of the work (including the acquiring of materials, plant and equipment).

The progress schedule of the work shall be delivered in the line graphic format at an adequate scale indicating the percentage of work scheduled every 30 calendar days for its execution during the…