Specifications 1.pdf

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P-5001 DBB, JOINT AIR DEFENSE OPERATIONS PHASE II, JOINT BASE ANACOSTIA-BOLLING, WASHINGTON, DC
Solicitation number
N4008021R3502
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About this file

This document outlines a federal contract opportunity for construction services. The Naval Facilities Engineering Command is seeking a contractor to complete the second phase of construction for the Joint Air Defense Operations Center at Joint Base Anacostia-Bolling in Washington, DC. The work includes constructing a two-story facility with a concrete foundation, structural steel frame, concrete masonry walls, and sloped roof. Additional requirements involve installing all necessary utilities, site improvements, security features to meet force protection standards, and diverse communications routing. The facility must comply with applicable Department of Defense, Air Force, and Joint Base design and construction standards, and incorporate local materials where cost-effective. The selected contractor will be responsible for permanent construction of the operations center in accordance with Department of Defense criteria for facilities and antiterrorism protection measures.

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eProject NO. 1673850 Contract NO. N40080-17-D-0018

SPECIFICATIONS

IFC Submission

25 October 2021

Volume 1 of 2 Divisions 00 - 09

FY22 MCON PROJECT P-5001

JOINT AIR DEFENSE OPERATIONS CENTER

(JADOC) PHASE II

Joint Base Anacostia-Bolling, Washington, DC

PREPARED BY:

Jacobs 1100 North Glebe Road

Suite 500 Arlington, VA 22201

Architectural: Yousef Nawas, AIA Mechanical: David Traxler, PE Interior: Sami Klapperick, NCIDQ Plumbing: Jerome Lemens, PE Civil: Stanley Lee, PE Electrical: John O’Neil, PE Structural: Tom Holt, PE Communications: Robert Fauvelle Geotechnical: Michael Venezia, PE Fire Protection: Michael Owens, PE Specifications: Larry Adams, AIA Cost Estimating: John Adams AT/FP: Brian Horstmann, SE PE

Submitted By: Ahmed Khalil, LEED AP Date: 25 October 2021 Project Manager

Project Manager: Michelle Robertson, PE Date:

NAVFAC Project Manager

Approved By: Date:David Wolfel, RA

Acting Design Production Director

Sustainabiity: Elizabeth Floyd Security: Robert, Craig, PE

FOUO

FOUO

Construction Solicitation NO. N40080-21-R-3502

28 October 2021

01 November 2021

THIS PAGE LEFT INTENTIONALLY BLANK

FOUO

P-5001 - JADOC PHASE II Work Order No. 1673850 Joint Base Anacostia Bolling, Washington, D.C.

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 SEALS PAGE

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 30 01.00 23 DESIGN, PROCUREMENT, AND INSTALLATION OF FURNITURE,

FIXTURES, AND EQUIPMENT

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 46 00 BLAST RESISTANCE

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 78 30.00 23 CADD DATA FOR GIS DELIVERABLES

01 91 00.15 20 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

PROJECT TABLE OF CONTENTS Page 1

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 36 SPRAY FOAM AIR BARRIERS

07 54 19 POLYVINYL-CHLORIDE ROOFING

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 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 39 FOLDING PANEL PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

PROJECT TABLE OF CONTENTS Page 2

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 BRACING FOR EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 20 COMMISSIONING OF MECHANICAL AND PLUMBING SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 20 FACILITY GAS PIPING

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 30 00 HVAC AIR DISTRIBUTION

23 52 43.00 20 LOW PRESSURE WATER HEATING BOILERS (UNDER 800,000 BTU/HR

OUTPUT)

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 82 00.00 20 TERMINAL HEATING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS FIRE

AND LIFE SAFETY (F&LS)

25 05 11.23 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMSUTILITY

MONITORING AND CONTROL SYSTEMS (UMCS)

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END

AND INTEGRATION

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

PROJECT TABLE OF CONTENTS Page 3

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 63 26.60 HELICAL PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 46 13 FOUNDATION DRAINAGE

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.19 JIB CRANES

41 22 23.19 MONORAIL HOISTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

JADOC Phase II Final Submission Work Order No. 1673850

SECTION 00 01 07

SEALS PAGE

11/14

DOCUMENT 00 01 07 Page 1

CIVIL ENGINEER:

Cheuk Ming Lee License Number PE-2011015770 in The State of Missouri Expiration Date: 12/31/2021

ARCHITECT:

Yousef Nawas License Number 001-021847 in The State of Illinois Expiration Date: 11/30/2022

INTERIOR DESIGNER:

Samantha Klapperick License Number 001137 in The Commonwealth of Virginia Expiration Date: 04/30/2022

STRUCTURAL ENGINEER:

Thomas P. Holt License Number 056668 in The Commonwealth of Virginia Expiration Date: 12/31/2022

SECURITY ENGINEER:

Stephanie P. Elliot License Number 54583 in The State of Maryland Expiration Date: 12/31/2022

JADOC Phase II Final Submission Work Order No. 1673850

DOCUMENT 00 01 07 Page 2

LANDSCAPE ARCHITECT:

Jay LeChien License Number 2973 in The State of Texas Expiration Date: 09/30/2021

TELECOMMUNICATIONS ENGINEER:

Robert Fauvelle License Number 128496 in The RCDD Expiration Date: 10/28/2022

FIRE PROTECTION ENGINEER:

Michael Owens License Number 49630 in The State of Maryland Expiration Date: 10/28/2022

ELECTRICAL ENGINEER:

John O'Neil License Number 0402-024557 in The Commonwealth of Virginia Expiration Date: 09/30/23

MECHANICAL ENGINEER:

David P. Traxler License Number 43148 in The State of Maryland Expiration Date: 12/20/2022

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11, CHG 1: 08/14

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

JADOC II SHEET INDEX

SHEET NO. REV. NO. NAVFAC DWG.

NO.

SHEET NAME

GENERAL

G-001 13134470 COVER SHEET

G-002 13134471 SHEET INDEX

G-003 13134472 SHEET INDEX - CONTINUED

G-004 13134473 GENERAL NOTES, GENERAL SYMBOLS, ABBREVIATIONS

LIFE SAFTEY

L-001 13134474 LIFE SAFETY GENERAL NOTES

L-002 13134475 CODE COMPLIANCE SITE PLAN

L-101 13134476 LIFE SAFETY PLAN - FIRST FLOOR

L-102 13134477 LIFE SAFETY PLAN - SECOND FLOOR

SURVEY

VF101 13134478 EXISTING CONDITIONS PLAN

VF102 13134479 SURVEY CONTROL AND UTILITIES STRUCTURE

SCHEDULE

GEOTECHNICAL

B-001 13134480 BORING LOCATION PLAN

DOCUMENT 00 01 15 Page 1

B-002 13134481 BORING LOGS

B-003 13134482 BORING LOGS

B-004 13134483 BORING LOGS

B-005 13134484 BORING LOGS

B-006 13134485 BORING LOGS

B-007 13134486 BORING LOGS

B-008 13134487 BORING LOGS

B-009 13134488 LABORATORY TESTING SUMMARY

CIVIL

C-001 13134489 BMP MATERIAL CRITERIA AND SEQUENCE OF

CONSTRUCTION

C-002 13134490 GENERAL NOTES

C-003 13134491 GENERAL NOTES

C-004 13134492 LEGEND AND ABBREVIATIONS

C-005 13134493 LOCATION MAP, VICINITY MAP AND CONTRACTOR

ACCESS ROUTE

CD101 13134494 DEMOLITION PLAN

CS101 13134495 SITE PLAN

CS102 13134496 LAYOUT PLAN

CS103 13134497 LAYOUT PLAN

CS104 13134498 LAYOUT COORDINATE DATA

CG101 13134499 GRADING PLAN

CG102 13134500 GRADING PLAN

CG103 13134501 EROSION CONTROL PLAN

CG104 13134502 EROSION CONTROL NOTES

CG105 13134503 EROSION CONTROL DETAILS

CG106 13134504 EROSION CONTROL DETAILS

CG107 13134505 EROSION CONTROL DETAILS

CG201 13134506 ROAD PROFILES

DOCUMENT 00 01 15 Page 2

CG202 13134507 ROAD PROFILES

CG301 13134508 BMP TYPICAL SECTIONS

CG302 13134509 BMP ENLARGED PLAN

CG501 13134510 BMP DETAILS

CU101 13134511 UTILITY PLAN

CU201 13134512 SANITARY SEWER LINE PROFILE

CU202 13134513 STORM DRAIN LINE PROFILES

CU203 13134514 STORM DRAIN LINE PROFILES

CU204 13134515 WATER LINE PROFILES

C-501 13134516 SITE DETAILS

C-502 13134517 SITE DETAILS

C-503 13134518 SITE DETAILS

C-504 13134519 FENCE DETAILS

C-505 13134520 FENCE DETAILS

C-506 13134521 FENCE DETAILS

C-507 13134522 FENCE DETAILS

C-508 13134523 FENCE DETAILS

C-509 13134524 FENCE DETAILS

C-510 13134525 STORM SEWER DETAILS

C-511 13134526 STORM SEWER DETAILS

C-512 13134527 SANITARY SEWER DETAILS

C-513 13134528 WATER DETAILS

LANDSCAPE

LS001 13134529 LANDSCAPE GENERAL NOTES

LS002 13134530 LANDSCAPE PLANTING SCHEDULE

LS101 13134531 LANDSCAPE TREE INVENTORY

LS102 13134532 LANDSCAPE TREE PROTECTION PLAN

DOCUMENT 00 01 15 Page 3

LS103 13134533 LANDSCAPE SITE PLAN

LS104 13134534 LANDSCAPE PLANTING LAYOUT

LS105 13134535 LANDSCAPE BMP PLANTING PLAN

LS106 13134536 LANDSCAPE SEEDING PLAN

LS107 13134537 JBAB INSTALLATION LANDSCAPE TREE REPLACEMENT

LOCATION A

LS108 13134538 JBAB INSTALLATION LANDSCAPE TREE REPLACEMENT

LOCATION B

LS109 13134539 JBAB INSTALLATION LANDSCAPE TREE REPLACEMENT

LOCATION C

LS110 13134540 JBAB INSTALLATION LANDSCAPE TREE REPLACEMENT

LOCATION D

LS111 13134541 JBAB INSTALLATION LANDSCAPE TREE REPLACEMENT

LOCATION E

LS501 13134542 LANDSCAPE PLANTING DETAILS

LS502 13134543 LANDSCAPE TREE PROTECTION AND CLEAR ZONE

REQUIREMENTS

LS503 13134544 LANDSCAPE URBAN FORESTRY ADMINISTRATION TREE

REMOVAL PERMIT

STRUCTURAL

S-001 13134545 GENERAL NOTES

S-002 13134546 GENERAL NOTES

S-003 13134547 GENERAL NOTES

SD101 13134548 FOUNDATION DEMOLITION PLAN

SD102 13134549 SECOND FLOOR DEMOLITION PLAN

SD301 13134550 DEMOLITION SECTIONS

S-101 13134551 FIRST FLOOR AND FOUNDATION PLAN

S-102 13134552 SECOND FLOOR FRAMING PLAN

S-103 13134553 ROOF FRAMING PLAN

S-104 13134554 PENTHOUSE ROOF FRAMING PLAN

S-201 13134555 FRAMING ELEVATIONS

S-202 13134556 FRAMING ELEVATIONS

S-301 13134557 SECTIONS

S-401 13134558 ENLARGED PLANS

DOCUMENT 00 01 15 Page 4

S-501 13134559 TYPICAL DETAILS - FOUNDATIONS

S-502 13134560 TYPICAL DETAILS - FOUNDATIONS

S-503 13134561 TYPICAL DETAILS - CONCRETE

S-504 13134562 TYPICAL DETAILS - CONCRETE

S-505 13134563 TYPICAL DETAILS - STEEL

S-506 13134564 TYPICAL DETAILS - DECKING

S-507 13134565 TYPICAL DETAILS - DECKING

S-508 13134566 TYPICAL DETAILS - MASONRY

S-509 13134567 TYPICAL DETAILS - WALLS

S-510 13134568 TYPICAL DETAILS - DEEP FOUNDATIONS

S-511 13134569 TYPICAL DETAILS - MISCELLANEOUS

S-512 13134570 TYPICAL DETAILS - JIB CRANE

ARCHITECTURAL

A-001 13134571 ARCHITECTURAL SYMBOLS, LEGENDS AND NOTES

A-002 13134572 TYPICAL MOUNTING HEIGHTS & ACCESSIBILITY

STANDARDS

A-003 13134573 BUILDING AIR BARRIER ENVELOPE

AD100 13134574 DEMO FLOOR PLANS

AD101 13134575 DEMO ELEVATIONS

A-101 13134576 FIRST FLOOR PLAN

A-102 13134577 SECOND FLOOR PLAN

A-130 13134578 ROOF PLAN

A-131 13134579 UPPER ROOF PLAN

A-151 13134580 FIRST FLOOR REFLECTED CEILING PLAN

A-152 13134581 SECOND FLOOR REFLECTED CEILING PLAN

A-201 13134582 SOUTH EXTERIOR ELEVATION

A-202 13134583 EAST AND WEST EXTERIOR ELEVATIONS

A-301 13134584 BUILDING SECTIONS

DOCUMENT 00 01 15 Page 5

A-302 13134585 BUILDING SECTIONS

A-310 13134586 WALL SECTIONS

A-311 13134587 WALL SECTIONS

A-401 13134588 ENLARGED FLOOR PLANS - RESTROOMS

A-402 13134589 ENLARGED FLOOR PLANS - RESTROOMS

A-405 13134590 ENLARGED STAIR PLANS AND SECTIONS

A-406 13134591 ENLARGED STAIR PLANS AND SECTIONS

A-501 13134592 PLAN EXTERIOR DETAILS

A-510 13134593 SECTION DETAILS

A-511 13134594 SECTION DETAILS

A-512 13134595 EXTERIOR OPENING DETAILS

A-540 13134596 ROOF DETAILS

A-541 13134597 ROOF DETAILS

A-545 13134598 EXTERIOR DETAILS

A-550 13134599 PLAN AND SECTION DETAILS

A-555 13134600 DETAILS - CONTROLLED SPACE

A-556 13134601 PLAN AND SECTION DETAILS

A-560 13134602 STAIR DETAILS

A-565 13134603 ACCESS FLOOR DETAILS

A-601 13134604 DOOR, WINDOW AND LOUVER SCHEDULES AND DETAILS

A-602 13134605 EXTERIOR FINISH SCHEDULE

A-604 13134606 DOOR DETAILS

A-610 13134607 PARTITION TYPES

A-611 13134608 PARTITION TYPES

A-612 13134609 PARTITION TYPES

A-613 13134610 PARTITION TYPES

A-801 13134611 AREA CALCULATION

DOCUMENT 00 01 15 Page 6

A-901 13134612 PERSPECTIVE VIEWS

INTERIORS

I-100 13134613 FIRST FLOOR FURNITURE PLAN

I-101 13134614 SECOND FLOOR FURNITURE PLAN

I-102 13134615 FIRST FLOOR FINISH PLAN

I-103 13134616 FIRST FLOOR CORNER GUARD PLAN

I-104 13134617 SECOND FLOOR FINISH PLAN

I-105 13134618 SECOND FLOOR CORNER GUARD PLAN

I-106 13134619 FIRST FLOOR INTERIOR SIGNAGE PLAN

I-107 13134620 SECOND FLOOR INTERIOR SIGNAGE PLAN

I-108 13134621 FIRST FLOOR INTERIOR ELEVATION PLAN

I-109 13134622 SECOND FLOOR INTERIOR ELEVATION PLAN

I-200 13134623 INTERIOR ELEVATIONS

I-201 13134624 INTERIOR ELEVATIONS

I-202 13134625 INTERIOR ELEVATIONS

I-203 13134626 INTERIOR ELEVATIONS

I-204 13134627 INTERIOR ELEVATIONS

I-205 13134628 INTERIOR ELEVATIONS

I-400 13134629 ENLARGED FURNITURE PLANS

I-401 13134630 ENLARGED FINISH PLANS

I-402 13134631 ENLARGED INTERIOR ELEVATION PLANS

I-500 13134632 SIGNAGE TYPICALS

I-501 13134633 SIGNAGE TYPICALS

I-502 13134634 TYPICAL SIGNAGE MOUNTING HEIGHTS

I-503 13134635 TYPICAL SIGNAGE MOUNTING HEIGHTS

I-504 13134636 MILLWORK DETAILS

I-505 13134637 MILLWORK DETAILS

DOCUMENT 00 01 15 Page 7

I-506 13134638 MILLWORK DETAILS

I-600 13134639 FURNITURE, FIXTURE, & EQUIPMENT SCHEDULES

I-601 13134640 INTERIOR MATERIAL KEY

I-602 13134641 INTERIOR FINISH SCHEDULE

I-603 13134642 INTERIOR SIGNAGE SCHEDULE

I-900 13134643 FURNITURE TYPICALS

FIRE PROTECTION

FX001 13134644 FIRE SUPPRESION GENERAL NOTES

FX101 13134645 FIRE SUPPRESSION PLAN - FIRST FLOOR

FX102 13134646 FIRE SUPPRESSION PLAN - SECOND FLOOR

FX500 13134647 FIRE SUPPRESSION DETAILS

FIRE ALARM

FA001 13134648 FIRE ALARM & MASS NOTIFICATION GENERAL NOTES

FA101 13134649 FIRE ALARM & MASS NOTIFICATION PLAN - FIRST

FLOOR

FA102 13134650 FIRE ALARM & MASS NOTIFICATION PLAN - SECOND

FLOOR

FA500 13134651 FIRE ALARM & MASS NOTIFICATION DETAILS

FA501 13134652 FIRE ALARM & MASS NOTIFICATION MATRIX OF

OPERATIONS

PLUMBING

P-001 13134653 PLUMBING LEGEND AND GENERAL NOTES

P-101 13134654 PLUMBING SANITARY & VENT FLOOR PLAN - FIRST

FLOOR

P-102 13134655 PLUMBING SANITARY & VENT FLOOR PLAN - SECOND

FLOOR

P-103 13134656 PLUMBING ROOF PLAN

P-104 13134657 PLUMBING DOMESTIC WATER FLOOR PLAN - FIRST

FLOOR

P-105 13134658 PLUMBING DOMESTIC WATER FLOOR PLAN - SECOND

FLOOR

P-301 13134659 PLUMBING MECHANICAL ROOM SECTIONS

P-401 13134660 PLUMBING SANITARY & VENT ENLARGED PLANS -

FIRST FLOOR

P-402 13134661 PLUMBING DOMESTIC WATER ENLARGED PLANS -

FIRST FLOOR

DOCUMENT 00 01 15 Page 8

P-403 13134662 PLUMBING ENLARGED PLANS - SECOND FLOOR

P-501 13134663 PLUMBING DETAILS

P-502 13134664 PLUMBING DETAILS

P-601 13134665 PLUMBING SCHEDULES

P-602 13134666 PLUMBING SCHEDULES

P-901 13134667 PLUMBING RISER DIAGRAMS - SANITARY & VENT

P-902 13134668 PLUMBING RISER DIAGRAMS - ENLARGED SANITARY

& VENT

P-903 13134669 PLUMBING RISER DIAGRAMS - DOMESTIC WATER

P-904 13134670 PLUMBING RISER DIAGRAMS - ENLARGED DOMESTIC

WATER

P-905 13134671 PLUMBING RISER DIAGRAMS - STORM

P-906 13134672 PLUMBING RISER DIAGRAMS - NATURAL GAS AND

COMPRESSED AIR

MECHANICAL

M-001 13134673 MECHANICAL LEGEND

MD100 13134674 FIRST FLOOR PLAN DEMO

MH101 13134675 FIRST FLOOR PLAN - HVAC

MH102 13134676 SECOND FLOOR PLAN - HVAC

MH103 13134677 ROOF PLAN - HVAC

MP101 13134678 FIRST FLOOR PLAN - MECHANICAL PIPING

MP102 13134679 SECOND FLOOR PLAN - MECHANICAL PIPING

M-301 13134680 MECHANICAL BUILDING SECTION

M-302 13134681 MECHANICAL BUILDING SECTION

M-401 13134682 ENLARGED MECHANICAL ROOM PLAN

M-501 13134683 MECHANICAL DETAILS

M-502 13134684 MECHANICAL DETAILS

M-503 13134685 MECHANICAL DETAILS

M-601 13134686 MECHANICAL SCHEDULES

M-602 13134687 MECHANICAL SCHEDULES

DOCUMENT 00 01 15 Page 9

M-603 13134688 MECHANICAL SCHEDULES

M-701 13134689 CONTROL DIAGRAMS AND SEQUENCES

M-702 13134690 CONTROL DIAGRAMS AND SEQUENCES

M-703 13134691 CONTROL DIAGRAMS AND SEQUENCES

M-704 13134692 CONTROL DIAGRAMS AND SEQUENCES

M-705 13134693 CONTROL DIAGRAMS AND SEQUENCES

M-706 13134694 CONTROL DIAGRAMS AND SEQUENCES

M-707 13134695 CONTROL DIAGRAMS AND SEQUENCES

M-708 13134696 CONTROL DIAGRAMS AND SEQUENCES

M-709 13134697 CONTROL DIAGRAMS AND SEQUENCES

M-710 13134698 CONTROL DIAGRAMS AND SEQUENCES

M-711 13134699 CONTROL DIAGRAMS AND SEQUENCES

M-712 13134700 BAS NETWORK ARCHITECTURE

M-713 13134701 I/O POINTS

M-714 13134702 I/O POINTS

M-715 13134703 I/O POINTS

M-716 13134704 I/O POINTS

M-717 13134705 I/O POINTS

M-718 13134706 I/O POINTS

M-719 13134707 I/O POINTS

M-720 13134708 I/O POINTS

M-721 13134709 I/O POINTS

M-722 13134710 I/O POINTS

M-723 13134711 THERMOSTAT AND OCCUPANCY SENSOR SCHEDULE

M-724 13134712 UMCS SCHEDULE

M-801 13134713 HEATING HOT WATER FLOW DIAGRAM

M-802 13134714 CHILLED WATER FLOW DIAGRAM

DOCUMENT 00 01 15 Page 10

ELECTRICAL

E-001 13134715 LEGEND AND ABBREVIATIONS

ES100 13134716 ELECTRICAL SITE PLAN

E-101 13134717 FIRST FLOOR PLAN - LIGHTING

E-102 13134718 SECOND FLOOR PLAN - LIGHTING

E-111 13134719 FIRST FLOOR POWER PLAN

E-112 13134720 SECOND FLOOR POWER PLAN

E-113 13134721 ROOF PLAN - POWER

E-401 13134722 1ST FLOOR ENLARGED PLANS

E-402 13134723 2ND FLOOR ENLARGED PLANS

E-501 13134724 LIGHTING SCHEDULES & DETAILS

E-502 13134725 ELECTRICAL DETAILS

E-503 13134726 ELECTRICAL DETAILS

E-600 13134727 ONE-LINE AND RISER DIAGRAM

E-601 13134728 PANEL SCHEDULES

E-602 13134729 PANEL SCHEDULES

E-603 13134730 PANEL SCHEDULES

E-604 13134731 PANEL SCHEDULES

EG100 13134732 LIGHTNING PROTECTION PLAN

TELECOMMUNICATIONS

T-001 13134733 TELECOMMUNICATIONS SYMBOLS, ABBRIVIATIONS

AND GENERAL NOTES

T-100 13134734 TELECOMMUNICATIONS OVERALL SITE PLAN

T-101 13134735 TELECOMMUNICATIONS FIRST FLOOR PLAN

T-102 13134736 TELECOMMUNICATIONS SECOND FLOOR PLAN

T-111 13134737 TELECOMMUNICATIONS EXISTING FIRST FLOOR

T-112 13134738 TELECOMMUNICATIONS EXISTING SECOND FLOOR

T-201 13134739 RACK ELEVATION

DOCUMENT 00 01 15 Page 11

T-202 13134740 RACK ELEVATION

T-203 13134741 RACK ELEVATION

T-204 13134742 RACK ELEVATION

T-205 13134743 RACK ELEVATION

T-401 13134744 ENLARGED PLANS

T-501 13134745 WALL OUTLET DETAILS

T-502 13134746 FLOOR BOX DETAILS

T-503 13134747 PATHWAY DETAILS

T-504 13134748 EQUIPMENT RACK DETAILS

T-505 13134749 BONDING AND GROUNDING DETAILS

T-506 13134750 PBB BONDING DETAILS

T-507 13134751 SITE DUCT BANK AND MAINTENANCE HOLE DETAILS

T-508 13134752 SITE MAINTENANCE HOLE DETAILS

T-601 13134753 PUBLIC ADDRESS SYSTEM ONE-LINE DIAGRAM

T-602 13134754 INTRA-BUILDING BACKBONE ONE-LINE DIAGRAM

T-603 13134755 RACK TO OUTLET ONE-LINE

SECURITY

TY001 13134756 SECURITY LEGEND AND ABBREVIATIONS

TY100 13134757 SITE PLAN - SECURITY

TY101 13134758 JADOC I - SECOND FLOOR - SECURITY DEMOLITION

PLAN

TY111 13134759 FIRST FLOOR PLAN - PHYSICAL SECURITY

TY112 13134760 SECOND FLOOR PLAN - PHYSICAL SECURITY

TY121 13134761 FIRST FLOOR PLAN - ELECTRONIC SECURITY

TY122 13134762 SECOND FLOOR PLAN - ELECTRONIC SECURITY

TY123 13134763 ROOF PLAN - ELECTRONIC SECURITY

TY501 13134764 SECURITY DETAILS

TY502 13134765 SECURITY DETAILS

DOCUMENT 00 01 15 Page 12

TY503 13134766 SECURITY DETAILS

TY504 13134767 ESS DIAGRAMS

TY505 13134768 PHYSICAL SECURITY DETAILS

TY506 13134769 PHYSICAL SECURITY DETAILS

TY507 13134770 PHYSICAL SECURITY DETAILS

TY508 13134771 SECURITY CAMERA FIELDS OF VIEW

-- End of Document --

DOCUMENT 00 01 15 Page 13

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DOCUMENT 00 01 15 Page 14

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes new construction of a two-story facility to serve as the second phase of the existing JADOC Phase I, associated site work, construction of a new fence around the perimeter of the JADOC, implementation of FF&E, site preparation, and demolition of existing knock-out panels from the JADOC Phase I and incidental related work.

a. All operational mission responsibilities of the JADOC will continue throughout the construction. This will impose a wide range of requirements and constraints on personnel performing work at the site. It is essential that detailed discussion and planning for these factors is completed prior to the 100% Final. Upper level factors to be considered include the following:

1. Maintaining physical, operational, and information security of the JAOOC during the time of construction. The JAOOC mission may not be placed at risk due to contractor actions. The JADOC will remain a restricted area at all times during this project.

2. Establishing and maintaining a tight coordination between the JAOOC, NAVFAC Site Managers, and NAVFAC Headquarters management and as required, Contractors on site. The JADOC will need ongoing progress and status briefings as well as intended scheduling.

3. There is no entry into the JADOC without prior planning and vetting of personnel who will enter, along with any equipment they will require. Construction personnel entering the JADOC will be escorted at all times.

4. Providing ongoing real time "end user" support to the NAVFAC contract management team.

b. Permits Available for pickup by the Contractor

SECTION 01 11 00 Page 1

Water Quality Department of Energy and Environment

Water Connection District of Columbia Water and Sewer Authority

Wastewater District of Columbia Water and Sewer Authority

Stormwater Department of Energy and Environment

Erosion & Sediment Control

Department of Energy and Environment

Environmental Department of Consumer and Regulatory Affairs

Other (specify) FAA 7460-1 Notice of Proposed Construction or Alteration

1.2.2 Location

The work is located at the Joint Base Anacostia-Bolling (JBAB), Washington, DC, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4.1 Additional Requirements

Adhere to and perform all work in accordance with the Joint Base Anacostia Bolling (JBAB) Communication requirements for building and site renovations. This information may be provided on request if this is not already in contractor records and includes (ETL) ENGINEERING TECHNICAL

LETTER 12/02.

Adhere to and perform all work in accordance with the JBAB Environmental standards. This information may be provided on request if this is not already in contractor records.

SECTION 01 11 00 Page 2

Adhere to and perform all work in accordance with the JBAB Fire Protection Standards. This information may be provided on request if this is not already in contractor records.

1.5 PRESERVATION OF RESOURCES

a. Hazardous materials including lead based paint, mercury, asbestos, and others are known to exist at JBAB. Do not begin or continue any work that disturbs suspected hazardous materials unless the disturbance has been specifically addressed and approved by the Contracting Officer.

b. Do not discharge any wastewater into storm drains or sanitary sewers without prior approval of the Contracting Officer. Check all sediment and erosion control measures weekly and after each rainfall.

c. Where motorized equipment is to be operated near trees that are not to be removed the employ protective means to prevent tree damage. The minimum requirement is a high-visibility fence of the same diameter as the tree canopy placed before construction begins.

d. All hazardous material will be stored with secondary containment and kept covered while on Government property in accordance with the JBAB Storm Water Pollution Prevention Plan. In the event of a hazardous material spill the Contractor is responsible for cleanup of the hazardous material and waste removal.

e. Nesting and denning wildlife are known to exist at JBAB. It is unlawful to disturb certain species of birds or mammals raising young.

Do not begin or continue any work that disturbs such wildlife unless the disturbance has been specifically addressed and approved by the Contracting Officer. If nesting or denning wildlife is disturbed, cease work, make a reasonable effort to stabilize and protect the area, and contact the Contracting Officer.

f. JBAB has some areas that may classify as National Historic Landmarks.

Regulations apply for the protection of architectural and archaeological historic resources. Compliance with regulatory requirements may be a lengthy process, necessary in advance of, or discovered during, construction. Do not begin or continue any work that disturbs suspected historic resources, human remains, or remnants of prior construction, unless the disturbance has been specifically approved by the Contracting Officer. If suspected archaeological artifacts are discovered, cease work, make a reasonable effort to stabilize and protect the artifacts in place, and contact the Contracting Officer.

g. Prevent the discharge of Class I and Class II Ozone Depleting Substances (ODS) to the atmosphere. Equipment to be removed from government property that contains ODS must be evacuated, the ODS recovered, and disposed of in accordance with Code of Federal Regulations 40 CFR 82 by the contractor. Class I ODS must not be used in the performance of this contract, nor be a part of any equipment to be installed. This prohibition must be considered to prevail over any other provision, specification, drawing, or referenced documents.

1.6 DIGGING AND ENVIRONMENTAL REQUIREMENTS

a. Digging permit is required if excavation is part of this scope. Any

SECTION 01 11 00 Page 3 damage to existing streets due to this construction must be responsibility of the contractor to repair at no additional cost to the Government.

b. Acquire written approval from Contracting Officer (CO) 2 weeks prior to any excavation.

c. If the digging is between 50 Square feet and less than 5,000 square feet then provide a sediment and erosion control plan with DC approval prior to excavation. A sediment and erosion control method must be installed before the start of any excavation and/or construction as per standards and specifications for soil erosion and sediment control for the District of Columbia (DC).

d. If the digging is more than 5,000 square foot, provide a Stormwater Management Plan, which includes the design of the stormwater Best Management Plan (BMP) with DOEE'S plan approval. Subsequent to DOEE'S plan approval, the BMP will need to be installed per the approved plan. The BMP must be designed to address a 1.7" rainfall, per the Energy Independence and Security Act of 2007 (EISA), which is a requirement for federal projects. This requirement is in addition to the requirement for a Soil Erosion and Sediment Control Plan.

e. If an on-site inspection reveals further erosion control measures are necessary, the same must be provided.

f. Provide, place and remove silt fence as required to prevent soil erosion and as sediment control around the excavation site.

g. Provide a temporary security fence with wind screen around perimeter of structure for duration of the project.

h. The Contractor is allow to obtain the services of AE firm to complete the work.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

SECTION 01 11 00 Page 4

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.8 NAVY AND MARINE CORPS (Government) COORDINATION REQUIREMENTS

1.8.1 NMCI Contractor Access

Allow the Government Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the Government Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the Government Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.9 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 10 miles of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

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SECTION 01 11 00 Page 6

Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177

Aeronautical Study No.

2021-AEA-5522-OE

Issued Date: 06/28/2021

Melissa L. Rossi NAVFAC Washington 1314 Harwood Street, BLDG 212 Washington Navy Yard, DC 23074

** DETERMINATION OF NO HAZARD TO AIR NAVIGATION **

The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning:

Structure: Building JADOC II Bldg Location: Washington, DC Latitude: 38-49-45.44N NAD 83 Longitude: 77-01-28.66W Heights: 19 feet site elevation (SE)

38 feet above ground level (AGL) 57 feet above mean sea level (AMSL)

This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met:

It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or:

_____ At least 10 days prior to start of construction (7460-2, Part 1) __X__ Within 5 days after the construction reaches its greatest height (7460-2, Part 2)

Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 M.

This determination expires on 12/28/2022 unless:

(a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office.

(b) extended, revised, or terminated by the issuing office.

(c) the construction is subject to the licensing authority of the Federal Communications Commission

(FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application.

NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST

BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION

OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO

SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE

ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD.

This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure.

If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed.

This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the

FAA.

This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body.

If we can be of further assistance, please contact our office at (404) 305-6504, or dale.kimmel@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2021-AEA-5522-OE.

Signature Control No: 478964092-486146731 ( DNE ) Dale Kimmel Specialist

Attachment(s) Map(s)

Sectional Map for ASN 2021-AEA-5522-OEFOUO

Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177

Aeronautical Study No.

2021-AEA-5523-OE

Issued Date: 06/28/2021

Melissa L. Rossi NAVFAC Washington 1314 Harwood Street, BLDG 212 Washington Navy Yard, DC 23074

** DETERMINATION OF NO HAZARD TO AIR NAVIGATION **

The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning:

Structure: Building JADOC II Bldg Location: Washington, DC Latitude: 38-49-44.57N NAD 83 Longitude: 77-01-28.34W Heights: 19 feet site elevation (SE)

38 feet above ground level (AGL) 57 feet above mean sea level (AMSL)

This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met:

It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or:

_____ At least 10 days prior to start of construction (7460-2, Part 1) __X__ Within 5 days after the construction reaches its greatest height (7460-2, Part 2)

Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 M.

This determination expires on 12/28/2022 unless:

(a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office.

(b) extended, revised, or terminated by the issuing office.

(c) the construction is subject to the licensing authority of the Federal Communications Commission

(FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application.

BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION

OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO

SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE

ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD.

This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure.

If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed.

This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the

FAA.

This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body.

If we can be of further assistance, please contact our office at (404) 305-6504, or dale.kimmel@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2021-AEA-5523-OE.

Signature Control No: 478964094-486146727 ( DNE ) Dale Kimmel Specialist

Attachment(s) Map(s)

Sectional Map for ASN 2021-AEA-5523-OEFOUO

Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177

Aeronautical Study No.

2021-AEA-5524-OE

Issued Date: 06/28/2021

Melissa L. Rossi NAVFAC Washington 1314 Harwood Street, BLDG 212 Washington Navy Yard, DC 23074

** DETERMINATION OF NO HAZARD TO AIR NAVIGATION **

The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning:

Structure: Building JADOC II Bldg Location: Washington, DC Latitude: 38-49-44.89N NAD 83 Longitude: 77-01-26.70W Heights: 19 feet site elevation (SE)

38 feet above ground level (AGL) 57 feet above mean sea level (AMSL)

This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met:

It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or:

_____ At least 10 days prior to start of construction (7460-2, Part 1) __X__ Within 5 days after the construction reaches its greatest height (7460-2, Part 2)

Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 M.

This determination expires on 12/28/2022 unless:

(a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office.

(b) extended, revised, or terminated by the issuing office.

(c) the construction is subject to the licensing authority of the Federal Communications Commission

(FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application.

BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION

OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO

SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE

ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD.

This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure.

If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed.

This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the

FAA.

This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body.

If we can be of further assistance, please contact our office at (404) 305-6504, or dale.kimmel@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2021-AEA-5524-OE.

Signature Control No: 478964096-486146734 ( DNE ) Dale Kimmel Specialist

Attachment(s) Map(s)

Sectional Map for ASN 2021-AEA-5524-OEFOUO

Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177

Aeronautical Study No.

2021-AEA-5525-OE

Issued Date: 06/28/2021

Melissa L. Rossi NAVFAC Washington 1314 Harwood Street, BLDG 212 Washington Navy Yard, DC 23074

** DETERMINATION OF NO HAZARD TO AIR NAVIGATION **

The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning:

Structure: Building JADOC II Bldg Location: Washington, DC Latitude: 38-49-45.86N NAD 83 Longitude: 77-01-27.02W Heights: 19 feet site elevation (SE)

38 feet above ground level (AGL) 57 feet above mean sea level (AMSL)

This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met:

It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or:

_____ At least 10 days prior to start of construction (7460-2, Part 1) __X__ Within 5 days after the construction reaches its greatest height (7460-2, Part 2)

Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking/ lighting are accomplished on a voluntary basis, we recommend it be installed in accordance with FAA Advisory circular 70/7460-1 M.

This determination expires on 12/28/2022 unless:

(a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office.

(b) extended, revised, or terminated by the issuing office.

(c) the construction is subject to the licensing authority of the Federal Communications Commission

(FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application.

BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION

OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO

SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE

ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD.

This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA.This determination includes all previously filed frequencies and power for this structure.

If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed.

This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the

FAA.

This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body.

If we can be of further assistance, please contact our office at (404) 305-6504, or dale.kimmel@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2021-AEA-5525-OE.

Signature Control No: 478964097-486146730 ( DNE ) Dale Kimmel Specialist

Attachment(s) Map(s)

Sectional Map for ASN 2021-AEA-5525-OEFOUO

Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177

Aeronautical Study No.

2021-AEA-5526-OE

Issued Date: 06/28/2021

Melissa L. Rossi NAVFAC Washington 1314 Harwood Street, BLDG 212 Washington Navy Yard, DC 23074

** DETERMINATION OF NO HAZARD TO AIR NAVIGATION…

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