7311676 DrawingsAsOne.pdf

PDF 3 MB Posted Sep 9, 2025

Attached to: FRCE HVAC Systems Cal Labs B4225
Solicitation number: N400857311676
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Sep 9, 2025

These documents are construction and engineering drawings for a U.S. Marine Corps Air Station project to replace HVAC systems for three calibration laboratories in Building 4225 at Cherry Point, North Carolina. The project involves demolishing and replacing existing HVAC equipment, ductwork, electrical systems, and associated components for the Leitz, Zeiss/DEA, and PMC laboratories.

The comprehensive set of technical drawings includes detailed plans for mechanical, electrical, structural, and architectural work, covering demolition, new equipment installation, power systems, control panels, and roof modifications. Key components include three new air handling units (AHUs), air-cooled condensing units (ACCUs), electric duct heaters, humidifiers, and fan filter units. The project requires precise coordination for cleanroom environments with specific temperature, humidity, and pressurization requirements. The contract is being executed by the Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic, with a final submittal date of May 22, 2025.

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File	Type	Posted
Amendment 0001 7311676.pdf	PDF	Sep 19, 2025
7311676 RFP.pdf	PDF	Sep 9, 2025
7311676 SpecsAsOne.pdf	PDF	Sep 9, 2025

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SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND ~ MID-ATLANTIC

NICHOLAS A. HALL

PATRICK FAULKNER

G-001

TWM TWM

05/22/2025

XY18222

7308279

, N

N N

C S

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-A

C M

A R

C O

REPLACE HVAC SYSTEMS FOR 3 CALIBRATION LABS, BUILDING 4225

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

CHERRY POINT, NORTH CAROLINA

FINAL SUBMITTAL

CONSTRUCTION WO:XY18222

05/22/2025

12925608

BUILDING 4225

MAIN GATE

BUILDING 87

LOCATION MAP

VICINITY MAP

SEAL

05/15/2025

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

G-002

NLS NLS

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

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C O

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C E

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B S

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12925609

SHEET LIST

NAVFAC NO. SHEET NUMBER SHEET NAME

GENERAL

12925608 G-001 COVER SHEET

12925609 G-002 SHEET INDEX

STRUCTURAL

12925610 S-001 GENERAL NOTES, DESIGN CRITERIA

12925611 S-002 ABBREVIATIONS

12925612 SD120 ROOF DEMO PLAN - AREA B

12925613 S-120 PARTIAL ROOF FRAMING PLAN - AREA B

12925614 S-501 TYPICAL DETAILS

ARCHITECTURE

12925615 A-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

12925616 AS100 ARCHITECTURAL SITE PLAN - B4225 PROPOSED CONTRACTOR LAYDOWN AREA

12925617 AD111 PARTIAL DEMOLITION PLAN - AREA B

12925618 AD112 PARTIAL DEMOLITION CEILING PLAN - AREA B

12925619 AD121 PARTIAL DEMOLITION ROOF PLAN - AREA B

12925620 A-111 PARTIAL FLOOR PLAN - AREA B

12925621 A-112 PARTIAL CEILING PLAN - AREA B

12925622 A-121 PARTIAL ROOF PLAN - AREA B

12925623 A-570 ROOF DETAILS

12925624 A-601 DOOR SCHEDULE AND DETAILS

12925625 A-610 FINISH SCHEDULE AND FINISH KEY

MECHANICAL

12925626 M-001 ABBREVIATIONS, LEGEND AND GENERAL NOTES

12925627 MD130 INTERSTITIAL - DUCTWORK PLAN DEMO - AREA B

12925628 MD150 ROOF PLAN - EQUIPMENT PLAN DEMO - AREA B

12925629 M-130 INTERSTITIAL - DUCT/EQUIPMENT PLAN - AREA B

12925630 M-140 ROOF - EQUIPMENT PLAN - AREA B

12925631 M-160 RCP - FFU CEILING PLAN - PMC

12925632 M-500 MECHANICAL DETAILS

12925633 M-601 LEITZ AIR FLOW SCHEMATIC AND SCHEDULES

12925634 M-602 ZEISS/DEA AIR FLOW SCHEMATIC AND SCHEDULES

12925635 M-603 PMC AIR FLOW SCHEMATIC AND SCHEDULES

12925636 M-811 LEITZ CONTROL PANEL PLAN

12925637 M-812 ZEISS CONTROL PANEL PLAN

12925638 M-813 PMC CONTROL PANEL PLAN

12925639 M-831 LEITZ CONTROL SYSTEM SCHEMATIC

12925640 M-832 ZEISS CONTROL SYSTEM SCHEMATIC

12925641 M-833 PMC CONTROL SYSTEM SCHEMATIC

12925642 M-840 CONTROL DEVICE WIRING DIAGRAMS

ELECTRICAL

12925643 E-001 LEGEND, NOTES, AND ABBREVIATIONS

12925644 ED110 OVERALL DEMOLITION POWER PLAN - AREA B

12925645 ED411 PARTIAL DEMOLITION POWER PLAN - AREA B

12925646 ED421 PARTIAL ROOF DEMOLITION POWER PLAN - AREA B

12925647 EP110 OVERALL POWER PLAN - LEVEL 1

12925648 EP120 OVERALL POWER PLAN - ROOF

12925649 EP411 PARTIAL POWER PLAN - AREA B

12925650 EP421 PARTIAL ROOF POWER PLAN - AREA B

12925651 EP501 DETAILS

12925652 EP601 POWER ONE LINE DIAGRAMS

12925653 EP701 PANEL SCHEDULES

GENERAL STRUCTURAL NOTES

DESIGN LOADS

1. SUPERIMPOSED DESIGN LOADS

A. GRAVITY – SUPERIMPOSED DEAD LOADS

ROOFING SYSTEM 10 PSF

MECHANICAL EQUIPMENT UNIT WEIGHT(SEE PLANS)

B. GRAVITY – LIVE LOADS

MINIMUM ROOF LIVE LOAD 20 PSF

C. GRAVITY – SNOW LOADS

GROUND SNOW LOAD (Pg) 10 PSF

TERRAIN CATEGORY D

ROOF EXPOSURE PARTLY EXPOSED

SNOW EXPOSURE FACTOR (Ce) 0.9

RISK CATEGORY II

IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.2 SLOPE FACTOR (Cs) 1.0 FLAT ROOF SNOW LOAD (Pf) 10 PSF

UNBAL., DRIFTING, & SLIDING ASCE 7

WIDTH OF DRIFTS ASCE 7

RAIN-ON-SNOW SURCHARGE ASCE 7

D. WIND LOADS

MAIN WIND-FORCE RESISTING SYSTEM

BASIC WIND SPEED 138 MPH (3-SECOND GUST)

RISK CATEGORY II

EXPOSURE CATEGORY C

COMPONENT & CLADDING ASCE 7

E. SEISMIC LOADS

SPECTRAL RESPONSE ACCELERATION

AT SHORT PERIOD (Ss) 0.095 x GRAVITY

SPECTRAL RESPONSE ACCELERATION

AT 1-SEC PERIOD (S1) 0.048 x GRAVITY

DESIGN SPECTRAL RESPONSE

ACCELERATION

AT SHORT PERIOD (SDS) 0.102 x GRAVITY

DESIGN SPECTRAL RESPONSE

ACCELERATION

AT 1-SEC PERIOD (SD1) 0.077 x GRAVITY IMPORTANCE FACTOR (Ie) 1.0

SITE CLASS SOIL PROFILE D (ASSUMED)

RISK CATEGORY II

SEISMIC DESIGN CATEGORY B

ANALYSIS PROCEDURE EQUIV. LATERAL FORCE

BASIC FORCE RESISTING SYSTEM: NONSTRUCTURAL

COMPONENTS PER ASCE 7,

CH 13 (AIR-SIDE HVACR)

RESPONSE MODIFICATION FACTOR (Rp) 6.00 COMPONENT OVER-STRENGTH FACTOR (Ωo) 2.00 COMPONENT AMPLIFICATION FACTOR (ap) 2.50

GENERAL

1. WORK MUST BE DONE IN ACCORDANCE WITH UFC 1-200-01 DOD BUILDING

CODE, WITH CHANGE 3 DATED 02-26-2024 (IBC 2021 AS AMENDED), UFC-301-01,

STRUCTURAL ENGINEERING, WITH CHANGE 1 DATED 02 OCTOBER 2023, AND

APPLICABLE CODES, STANDARDS, REGULATIONS, AND ORDINANCES HAVING

JURISDICTION.

2. WORK TO BE DONE IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND

OTHER CONTRACT DOCUMENTS. DISCREPANCIES BETWEEN CONTRACT

DOCUMENTS OR CODE MUST BE BROUGHT TO ATTENTION OF THE

CONTRACTING OFFICER PRIOR TO PROCUREMENT OF MATERIALS OR

COMMENCEMENT OF WORK.

3. STRUCTURAL DRAWINGS MUST BE FOLLOWED AND COORDINATED WITH OTHER

DRAWINGS AND CONTRACT/CONSTRUCTION DOCUMENTS. DISCREPANCIES

MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

4. NO CHANGES OF THE STRUCTURAL SYSTEM AS INDICATED ON THESE DRAWING

MUST BE PERFORMED WITHOUT PRIOR TO WRITTEN APPROVAL FROM THE

CONTRACTING OFFICER.

5. VERIFY EXISTING CONDITIONS ASSOCIATED WITH THE NEW CONSTRUCTION

PRIOR TO PROCUREMENT OF MATERIALS AND COMMENCING WORK. REPORT

DISCREPANCIES TO THE CONTRACTING OFFICER.

6. COORDINATE DIMENSIONS TO MECHANICAL AND ELECTRICAL EQUIPMENT,

SUPPORT POINTS, AND INTERMEDIARY STRUCTURAL SUPPORT MEMBERS

REQUIRED FOR SUPPORT OF EQUIPMENT OR COMPONENTS WITH THE

EQUIPMENT AND COMPONENT SUPPLIER(S). DIMENSIONS TO EQUIPMENT MUST

BE COMPLETELY COORDINATED AND INDICATED ON THE SHOP DRAWINGS

PRIOR TO SUBMITTAL FOR REVIEW PRIOR TO PROCUREMENT OF MATERIALS.

7. SUBMIT SHOP DRAWINGS, FOR STRUCTURAL WORK, FOR REVIEW PRIOR TO

PROCUREMENT OF MATERIALS AND COMMENCING WORK. CHECK DIMENSIONS

AND ACCEPT FULL RESPONSIBILITY FOR DIMENSIONAL CORRECTNESS. UNDER

NO CIRCUMSTANCES MUST REPRODUCTIONS OF CONTRACT DRAWINGS BE

USED AS SHOP DRAWINGS.

8. THESE DRAWINGS DO NOT IDENTIFY COMPONENTS, REQUIREMENTS,

PROCESSES, OR PROCEDURES REQUIRED FOR CONSTRUCTION SAFETY.

IDENTIFY AND PROVIDE COMPONENTS REQUIRED FOR CONSTRUCTION SAFETY.

GENERAL CONT:

9. THESE DRAWINGS DO NOT IDENTIFY MEANS, METHODS, TECHNIQUES,

SEQUENCES, OR PROCEDURES REQUIRED FOR CONSTRUCTION AND ERECTION

OF THE STRUCTURES SHOWN.

10. PROVIDE THE DESIGN AND ERECTION OF TEMPORARY BRACING AND MAINTAIN

THE STABILITY OF STRUCTURES THROUGHOUT CONSTRUCTION. STRUCTURES

MUST BE ASSUMED UNSTABLE UNTIL COMPONENTS (WALLS, ROOFS, ETC.),

CONNECTIONS, AND PERMANENT BRACING ARE COMPLETELY INSTALLED AND

DEEMED ADEQUATE THROUGH PROPER INSPECTION AS REQUIRED. SECTIONS,

DETAILS, AND OTHER NOTES ON THESE DRAWINGS ARE TO BE CONSIDERED

TYPICAL FOR SIMILAR CONSTRUCTION THAT IS NOT FULLY DETAILED, UNLESS

NOTED OTHERWISE.

11. DO NOT SCALE DRAWINGS FOR DIMENSIONS NOT SHOWN.

12. SPECIAL INSPECTIONS REQUIRED BY THE INTERNATIONAL BUILDING CODE

MUST BE PERFORMED BY AN INDEPENDENT CERTIFIED INSPECTION AGENCY

APPROVED BY THE CONTRACTING OFFICER. THE INDEPENDENT INSPECTION

AGENCY, ENGAGED BY THE CONTRACTOR, MUST REVIEW TEST PROCEDURES

AND INSPECTIONS WITH THE CONTRACTING OFFICER, THE GENERAL

CONTRACTOR, AND THE STRUCTURAL ENGINEER OF RECORD PRIOR TO

CONDUCTING TEST AND INSPECTIONS. REFER TO CHAPTER 17 OF THE

INTERNATIONAL BUILDING CODE.

13. PROTECT EXISTING FACILITIES, COMPONENTS, OR ACCESSORIES THROUGH

THE ENTIRE CONSTRUCTION PROCESS. DAMAGE TO EXISTING FEATURES MUST

BE REPAIRED OR REPLACED TO THE SATISFACTION OF CONTRACTING OFFICER

WITH COSTS BORNE SOLELY BY THE CONTRACTOR.

14. DIMENSIONS, ELEVATIONS, AND LOCATIONS OF EXISTING FEATURES SHOWN

ARE APPROXIMATE. EXISTING FEATURES ARE TO BE FIELD VERIFIED AND

COORDINATED BY CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS

AND PROCUREMENT OF MATERIALS.

15. COORDINATE WORK AND PHASING AROUND OR NEAR EXISTING FEATURES

WITH CONTRACTING OFFICER PRIOR TO PROCUREMENT OF MATERIALS AND

COMMENCING WORK.

COORDINATION WITH OTHER TRADES

1. COORDINATE WORK IN THE STRUCTURAL DOCUMENTS WITH THE WORK OF

OTHER TRADES.

2. LOCATE AND COORDINATE THE SIZE AND LOCATION OF SLOTS, SLEEVES AND

TRENCHES AS REQUIRED FOR MECHANICAL AND ELECTRICAL TRADES AND

PROVIDE AND INSTALL ANCHORS, INSERTS, HANGERS, ETC. AS REQUIRED FOR

VARIOUS OTHER TRADES.

DEMOLITION

1. COORDINATE STRUCTURAL DEMOLITION WORK WITH ADDITIONAL DEMOLITION

WORK SHOWN ON THE ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS,

THE CONSTRUCTION PLANS, AND THE SECTIONS AND DETAILS. NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCIES

2. PROVIDE DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES,

PROCEDURES AND FOR SAFETY PRECAUTIONS AS THEY RELATE TO THIS WORK.

3. VERIFY EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO DIMENSIONS,

ELEVATIONS, AND SIZES OF EXISTING STRUCTURAL MEMBERS, RELATED TO

THE DEMOLITION AND CONSTRUCTION PRIOR TO PROCUREMENT OF MATERIALS

AND COMMENCING THE WORK. IMMEDIATELY REPORT DISCREPANCIES TO THE

CONTRACTING OFFICER.

4. PROVIDE THE DESIGN AND ERECTION OF ALL TEMPORARY BRACING AND

SHORING NECESSARY TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF

STRUCTURE OR ELEMENT BEING DEMOLISHED AND ADJACENT STRUCTURE(S)

TO REMAIN.

5. NOTIFY THE CONTRACTING OFFICER IF THE SAFETY OF THE STRUCTURE

APPEARS TO BE ENDANGERED. IN SUCH CASES, IMMEDIATE PRECAUTIONS

MUST BE TAKEN TO TEMPORARILY SUPPORT THE STRUCTURE UNTIL A

DETERMINATION IS MADE FOR CONTINUING DEMOLITION OPERATIONS.

6. PROVIDE PROTECTION OF THE EXISTING STRUCTURAL ELEMENTS, FINISHES,

AND PROPERTY TO REMAIN. DAMAGE AND/OR LOSS TO EXISTING STRUCTURE

AND PROPERTY MUST BE CORRECTED ON A TIMELINE DETERMINED BY AND TO

THE SATISFACTION OF THE CONTRACTING OFFICER AT THE COST OF THE

CONTRACTOR

7. TAKE NECESSARY PRECAUTIONS TO PROTECT ADJACENT STRUCTURAL

ELEMENTS, FINISHES, AND PROPERTY DURING CONSTRUCTION.

DOCUMENTATION MUST BE TAKEN BEFORE AND DURING CONSTRUCTION AND

MONITORING OF ADJACENT STRUCTURES AND FINISHES DURING

CONSTRUCTION. DOCUMENTATION (MEASUREMENTS, NOTES, AND PHOTOS)

MUST COMPLY WITH FACILITY SPECIFIC SECURITY REQUIREMENTS.

COORDINATE WITH CONTRACTING OFFICER FOR FACILITY SPECIFIC DOCUMENT

CONTROL REQUIREMENTS.

8. WHERE OPENINGS IN EXISTING CMU WALLS ARE BEING FILLED, THE EXISTING

LINTELS SHALL REMAIN IN PLACE.

STRUCTURAL STEEL

1. STRUCTURAL STEEL WORK MUST BE IN ACCORDANCE WITH THE AISC " STEEL

CONSTRUCTION MANUAL”, FIFTEENTH EDITION, WITH SUPPLEMENTS.

MATERIAL SPECIFICATIONS:

ANGLES ASTM A36

CHANNELS ASTM A36

PLATES AND BARS ASTM A36

HIGH STRENGTH BOLTS ASTM F3125, GRADE A325

HARDENED STEEL WASHERS ASTM F436

2. ALL SHOP CONNECTIONS TO BE WELDED AND ALL FIELD CONNECTIONS TO BE

BOLTED, UNLESS OTHERWISE NOTED.

3. SHOP AND FIELD WELDING MUST BE PERFORMED BY QUALIFIED WELDERS IN

ACCORDANCE WITH AWS D1.1 USING E70XX ELECTRODES.

4. NO TORCH CUTTING OR DRILLING IS PERMITTED IN FIELD WITHOUT WRITTEN

APPROVAL FROM THE CONTRACTING OFFICER.

5. HOLES REQUIRED IN STRUCTURAL STEEL MEMBERS FOR PIPING AND

DUCTWORK MUST BE SHOWN ON THE SHOP DRAWINGS AND BE MADE IN THE

SHOP. NO HOLES MAY BE CUT IN THE FIELD WITHOUT APPROVAL OF THE

ENGINEER OF RECORD.

6. STEEL FRAMING MUST BE CONSTRUCTED TRUE AND PLUMB AND MUST BE

ASSUMED UNSTABLE UNTIL COMPONENTS (WALLS, ROOFS, ETC.),

CONNECTIONS, AND PERMANENT BRACING ARE COMPLETELY INSTALLED.

7. DESIGN AND PROVIDE TEMPORARY BOLTING AND BRACING AS REQUIRED TO

SAFELY CARRY LOADS THE STRUCTURE MAY BE SUBJECTED TO THROUGHOUT

THE CONSTRUCTION PROCESS, INCLUDING EQUIPMENT AND OPERATION.

8. NO BOLTING OR WELDING MAY BE DONE UNTIL AS MUCH OF THE STRUCTURE

AS WILL BE STIFFENED THEREBY HAS BEEN PROPERLY ALIGNED.

9. STRUCTURAL STEEL SHOP DRAWINGS MUST BE PREPARED UNDER THE DIRECT

SUPERVISION OF A PROFESSIONAL ENGINEER. THIS INCLUDES, BUT IS NOT

LIMITED TO, HOIST BEAMS, DIVIDER BEAMS, GUIDE RAIL BACKING, BRACKETS,

CLAMPS, SILLS, ETC. COORDINATE REQUIREMENTS WITH ARCHITECTURAL

DRAWINGS.

10. STRUCTURAL STEEL EXPOSED TO WEATHER, INCLUDING STEEL LINTELS, MUST

BE GALVANIZED.

11. ANY AREAS WHERE THE GALVANIZED COATING IS DAMAGED DURING

CONSTRUCTION OR SCRAPPED OFF FOR WELDING SHALL BE TOUCHED UP IN

THE FIELD AFTER INSTALLATION, WITH A ZINC RICH PAINT. PRODUCT TO BE

SUBMITTED FOR APPROVAL PRIOR TO USE.

12. PROVIDE COMPLETE COAT OF SHOP PAINT, AND TOUCH UP IN FIELD AFTER

INSTALLATION AS REQUIRED FOR ALL STEEL MEMBERS NOT EXPOSED TO

WEATHER.

CONCRETE MASONRY

1.DESIGN CRITERIA. TMS 402/602-16

2.CONCRETE MASONRY UNITS:

A. HOLLOW UNITS: ASTM C90, NORMAL WEIGHT.

3.DESIGN f'm = 2,000 psi

4.MORTAR. ASTM C270, TYPE N (750 psi). MASONRY CEMENT MUST NOT

BE USED FOR REINFORCED CONCRETE MASONRY CONSTRUCTION.

5.GROUT. ASTM C476 (2000 psi). SEE SPECS FOR GROUTING POUR HEIGHT, CLEAR CELL DIMENSIONS, AND CLEANOUT REQUIREMENTS.

6.REINFORCEMENT:

A. HORIZONTAL JOINTS: LADDER TYPE JOINT REINFORCING MUST

BE USED.

B. VERTICAL AND HORIZONTAL REINFORCEMENT: ASTM A615,

GRADE 60.

C. HORIZONTAL BOND BEAM REINFORCEMENT: (2) #4 BARS FOR

WALLS WITH 1 VERTICAL BAR, UNLESS NOTED OTHERWISE.

7.SUBMIT FOR APPROVAL SHOP DRAWINGS AND SCHEDULES

SHOWING SIZE, DETAILS, LOCATION, ETC FOR ALL LINTELS IN

CMU WALLS.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

S-001

N O

S, D

MDY

RCM REC

05/22/2025

XY18222

7308279

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N N

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12925610

05/15/25

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

S-002

MDY

RCM REC

05/22/2025

XY18222

7308279

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N N

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12925611

& AND

A/E ARCHITECT/ENGINEER

ADDL ADDITIONAL

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ARCH ARCHITECT, ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BRDG BRIDGING

BTWN BETWEEN

CL CENTERLINE

CONT CONTINUOUS

D DEPTH

DEMO DEMOLITION

DIA, Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DL DEAD LOAD

DN DOWN

DO DITTO

DTL DETAIL

DWG DRAWING

DWL DOWEL

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMBED EMBEDMENT

ENG ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EACH SIDE

EW EACH WAY

EXP EXPANSION

EXST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR

FIN FINISH(ED)

FLR FLOOR

FO FACE OF

FS FAR SIDE

FTG FOOTING

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GR GRADE

GR BM GRADE BEAM

HC HOLLOW CORE

HD HEADED

HK HOOK

HLDN HOLD DOWN

HORIZ HORIZONTAL

HP HIGH POINT

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING-VENTILATING-AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

INCL INCLUDE(ED)(ING)

INFO INFORMATION

INT INTERIOR

JST JOIST

JT JOINT

KB KNEE BRACE

KWY KEYWAY

L LENGTH

Ld DEVELOPMENT LENGTH

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT WT LIGHTWEIGHT

LVL LAMINATED VENEER LUMBER

LW LONG WAY

MATL MATERIAL

MAX MAXIMUM

MBM METAL BUILDING MANUFACTURER

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOV MOVABLE

MTL METAL

NA NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NO, # NUMBER

NOM NOMINAL

NORM WT NORMAL WEIGHT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSL OUTSTANDING LEG

PAF POWDER ACTUATED FASTENERS

PC PRECAST

PE PROFESSIONAL ENGINEER

PERP PERPENDICULAR

PL PLATE

PLB PLUMBING

PLYWD PLYWOOD

POJ PLANE OF JOIST

PROJ PROJECT

PVG PAVING

PVMT PAVEMENT

QTY QUANTITY

QUAL QUALITY

R RADIUS

RD ROOF DRAIN

REC RECESSED

RECT RECTANGLE

REF REFERENCE

REINF REINFORCING

REQD REQUIRED

REV REVISE, REVISION

RO ROUGH OPENING

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STIF STIFFENER

STL STEEL

STRUC STRUCTURE(AL)

SW SHEAR WALL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

THK THICKNESS

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOSL TOP OF SLAB

TOW TOP OF WALL

TRTD TREATED

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDTH

w/ WITH w/o WITHOUT

WCJ WALL CONTROL JOINT

WD WOOD

WL WIND LOAD

WP WORKING POINT

WT WEIGHT

WWR WELDED WIRE REINFORCEMENT

GENERAL ABBREVIATIONS

7.5

6.5

5.5

111215 AA.3A.7BB.2B.3

L4X4X1/4L4X4X1/4L4X4X1/4

L4X4X1/4

L4X4X1/4 L4X4X1/4

L4X4X1/4

L4X4X1/4 L4X4X1/4

L4X4X1/4

W18X40

L4X4X1/4 L4X4X1/4 L4X4X1/4

L4X4X1/4

L4 X4

X1 /4

KEYPLAN

GRAPHIC SCALE:

8' 0 16' 24'8' 32'4'

3/32"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

SD120

M O

N -A

MDY

RCM REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925612

SHEET KEYNOTES

1 DEMOLISH EXISTING ROOF DECK FOR NEW AIR HANDLING

UNIT OPENING. FOR EXACT SIZE AND LOCATION,

COORDINATE WITH MECHANICAL DRAWINGS.

GENERAL SHEET NOTES

1 SEE S-001 FOR GENERAL NOTES AND OTHER DESIGN

CRITERIA.

SCALE: 3/32" = 1'-0"SD120

ROOF DEMO PLAN - AREA BA1

6.5

5.5

11121415 AA.3A.7BB.2B.3

L4X4X1/4

L4X4X1/4 L4X4X1/4

L4X4X1/4

W18X40

L4X4X1/4 L4X4X1/4 L4X4X1/4

L4X4X1/4

L4 X4

X1 /4

L4X4X1/4 L4X4X1/4

L4X4X1/4

KEYPLAN

GRAPHIC SCALE:

8' 0 16' 24'8' 32'4'

3/32"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

S-120

G P

-A

A B

MDY

RCM REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925613

SCALE: 3/32" = 1'-0"S-120

ROOF FRAMING PLAN - AREA BA1

GENERAL SHEET NOTES

1 SEE S-001 FOR GENERAL NOTES AND OTHER DESIGN

CRITERIA.

2 ALL MEMBER SIZES SHOWN ARE FOR EXISTING MEMBERS

UNLESS OTHERWISE NOTED. VERIFY IN FIELD

SHEET KEYNOTES

1 NEW SUPPORT FRAMING. COORDINATE LOCATION WITH

NEW AIR HANDLING UNIT LOCATION, SEE MECHANICAL

DRAWING. REFER TO DETAIL C3/S-501 FOR SUPPORT

INFORMATION. INSTALL OPENING SUPPORT FRAMING

PRIOR TO DEMOLITION.

2 AHU-LEITZ UNIT WEIGHT 2,580 LBS. SEE MECHANICAL

DRAWINGS FOR EXACT LOCATION.

3 AHU-ZEISS UNIT WEIGHT 1,930 LBS. SEE MECHANICAL

DRAWINGS FOR EXACT LOCATION.

4 AHU-PMC UNIT WEIGHT 1,250 LBS. SEE MECHANICAL

DRAWINGS FOR EXACT LOCATION.

5 ACCU-ZEISS UNIT WEIGHT 710 LBS. SEE MECHANICAL

DRAWINGS FOR EXACT LOCATION.

6 ACCU-PMC UNIT WEIGHT 440 LBS. SEE MECHANICAL

DRAWINGS FOR EXACT LOCATION.

7 ACCU-LEITZ UNIT WEIGHT 930 LBS. SEE MECHANICAL

DRAWINGS FOR EXACT LOCATION.

8 UTILIZE EXISTING FRAMING TO SUPPORT NEW

MECHANICAL EQUIPMENT.

9 NEW AIR HANDLING UNIT OPENING. FOR EXACT SIZE AND

LOCATION, COORDINATE WITH MECHANICAL DRAWINGS.

L2x2x1/4L2x2x1/4

LOAD

APPLIED TO

TOP CHORD

LOAD APPLIED

TO BOTTOM

CHORDNOTE:

ANGLE BRACE REQD FOR LOADS EXCEEDING 100

LBS AND MORE THAN 4" FROM PANEL POINT

3/16

TYP

ROOF FRAMING SEE PLAN

11'-0" MAX 11'-0" MAX

CL OF JOIST CL OF JOIST

CL OF JOIST

5' -0

" M

PROVIDE ANGLE JST

REINF PER TYP DETAIL

A1/S-501, TYP

C6X8.2 BTWN JSTS AT

CURB, TYP

C6x8.2 BTWN JSTS AT CURB

C6x8.2 BTWN JSTS AT CURBC6x8.2 BTWN JSTS AT CURB

L5 x3 x3 /8

) A T

C U

R B

L5 x3 x3 /8

) A T

C U

R B

L3x3x1/4 ANGLE

FRAME AT DUCT

OPENING

REFER TO A3/S-501 FOR

CONNECTION DETAIL

ROOF TOP MECH UNIT

JST BRDG

THIS ANGLE MAY BE

OMITTED IF CURB LOCATION

IS DIRECTLY OVER JOIST

IF JST BRDG INTERFERES w/

ROOF OPENING, PROVIDE

ADDL DIAG BRDG EA SIDE OF

MECH UNIT, TO MATCH EXIST

JOIST

SEE PLAN

LOCATION w/ MECH EXIST ROOF

DECK

EXIST JST EXIST JST

SEE DETAIL C3

1/4

TYP

CUT DECK AFTER

ANGLE FRAMING

IS INSTALLED

1/4

TYP 3

SIDES

PROVIDE JOIST

REINF PER A1/S-501

AT ANGLE FRAMING,

TYP

JOIST

COORD SIZE ANDCOPE TOP FLANGE

TO FIT, TYP

TOP OF EXIST.

CONC. FOUNDATION

NOTES:

1. SHORE EXISTING WALL AS REQUIRED TO CONSTRUCT NEW

OPENING.

2. REMOVE ADDITIONAL BLOCK AS REQUIRED TO PROVIDE

SOLID GROUTED BEARING 1'-4" EACH SIDE OF NEW

OPENING. TOOTH NEW BLOCK INTO EXISTING BY

OVERLAPPING A MINIMUM OF 8".

3. CMU LINTEL TO BE 8" DEEP WITH (1) #5 REINFORCING TOP &

BOTTOM, 2" CLEAR TOP & BOTTOM.

4. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION

OF OPENINGS.

SOLID

1' - 4" SEE ARCH DRAWINGS

SOLID

1' - 4"

MASONRY (TYP)

8" TOOTH w/ EXIST.

NOTE #2

NOTE #1

(1) #6 VERT

BAR EA SIDE

CMU LINTEL,

SEE NOTES

OPENING

GRAPHIC SCALE:

1' 0 2'

1 1/2"

6" 1'

GRAPHIC SCALE: = 1'-0"

GRAPHIC SCALE:

1' 0 2' 3'1' 4'6"

3/4"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

S-501

MDY

RCM REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925614

SCALE: 3/4" = 1'-0"S-501

TYPICAL JOIST REINFORCINGA1

SCALE: 3/4" = 1'-0"S-501

TYPICAL SUPPORT OF ROOF TOP MECHANICAL UNITC3

SCALE: 1 1/2" = 1'-0"S-501

ROOF PENETRATIONA3

SCALE: 3/4" = 1'-0"

TYPICAL OPENING IN EXISTING CMU WALL AT NEW DOORB1

XXXX

SYMBOL LEGEND

INTERIOR

ELEVATION

SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

XXXX

XBUILDING

SECTION

SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

XXXX

SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

SECTION

XXXX

SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

DETAIL

SECTION

ELEVATION LEVEL

0' - 0"

LEVEL NAME

LEVEL ELEVATION

SPOT

ELEVATION 1' - 0"

KEYNOTE X

XXXX

X SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

CALL OUT

XXXX

VIEW TITLE

VIEW NAME

SCALE: 1/8" = 1'

VIEW NUMBER

SHEET NUMBER (WHERE CUT)

XXXX

XEXTERIOR

ELEVATION

SHEET NUMBER (WHERE SHOWN)

VIEW NUMBER

REVISIONS

REVISION

CLOUD

REVISION

NUMBER

NIC

8' - 0"CEILING

TAG HEIGHT A.F.F.

141-1DOOR TAG DOOR NUMBER

EXISTING TO

REMAIN

WALL

DOOR

FFE

EXISTING TO BE

DEMOLISHED

NEW WORK

PHASING LEGEND

ACP ACOUSTICAL PANEL CEILING

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

BD BOARD

BOT BOTTOM

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

COL COLUMN

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DIA DIAMETER

DIM DIMENSION(S)

DWG DRAWING

EA EACH

ELEC ELECTRICAL

EQ EQUAL

ETR EXISTING TO REMAIN

EXIST EXISTING

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES & EQUIPMENT

FLR FLOOR

FND FOUNDATION

HM HOLLOW METAL

HVAC HEATING, VENTILATING & AIR CONDITIONING

ILO IN LIEU OF

INSUL INSULATION / INSULATED

INSUL STL INSULATED STEEL

ISO INTERNATIONAL ORGANIZATION FOR STANDARDIZATION

GYP GYPSUM

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

MTL METAL

NIC NOT IN CONTRACT

NO NUMBER

OC ON CENTER

OPP OPPOSITE / OPPOSITE HAND

PLUMB PLUMBING

PNT PAINT

RAF RAISED ACCESS FLOORING

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

SD SMOKE DETECTOR

SPEC SPECIFIED / SPECIFICATION

STC SOUND TRANSMISSION CLASS

STL STEEL

STRUCT STRUCTURAL

TELE TELEPHONE

TLT TOILET

TO TOP OF

TOC TOP OF CONCRETE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

VOC VOLATILE ORGANIC COMPOUNDS

W/ WITH

WD WOOD

ABBREVIATIONS

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

A-001

, L

D G

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925615

GENERAL SHEET NOTES

1 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFETY

AND CLEANLINESS. DUST MUST BE SWEPT UP AND DEBRIS

MUST BE REMOVED AT THE END OF EACH DAY.

2 VERIFY SURROUNDINGS AND CONCEALED ITEMS PRIOR TO

DEMOLITION. ITEMS DAMAGED DURING DEMOLITION THAT

ARE TO REMAIN AND BE SALVAGED / RETURNED TO

GOVERNMENT WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO REPLACE TO THE ORIGINAL STATE.

3 CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS

PRIOR TO COMMENCING WITH DEMOLITION. COORDINATE

DEMOLITION WITH CONSTRUCTION WORK.

4 REFER TO MECHANICAL, ELECTRICAL AND STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION.

5 CONTRACTOR MUST PATCH AND PAINT AREAS DAMAGED

DURING DEMOLITION IN PREPARATION FOR

CONSTRUCTION.

GRAPHIC SCALE:

1' 06" 2' 3'1'

1"GRAPHIC SCALE:

60' 030' 120' 180'60'

= 60'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

AS100

-B

O R

O W

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925616

SCALE: 1" = 60'-0"

ARCHITECTURAL SITE PLAN - B4225 PROPOSED CONTRACTOR LAYDOWN AREA

SHEET KEYNOTES

1 WORK LOCATION

2 PROPOSED PRIMARY CONTRACTOR LAYDOWN AREA

3 PROPOSED SECONDARY CONTRACTOR LAYDOWN AREA

4 FIRE LANE

GENERAL SHEET NOTES

1 LAYDOWN AREAS INDICATED ON THIS PLAN ARE FOR

PLANNING PURPOSES ONLY. CONTRACTOR IS

RESPONSIBLE FOR COORDINATING AND SECURING

ACTUAL LAY DOWN SPACE WITH FRC-E PM AFTER AWARD

AND PRIOR TO CONSTRUCTION.

2 FIRE LANE MUST REMAIN OPEN AT ALL TIMES.

6.5

5.5

11121415 AA.3A.7BB.2B.3

141C

AIRLOCK

7 8

1 1

PRECISION

MEASUREMENT

CENTER LAB

UTILITY ROOM

1033A

DEA LAB

LEITZ LAB

141A

AISLE

141E

AIRLOCK

141B

ZEISS LAB

141D

AIRLOCK

KEYPLAN

04'8' 16' 24'8'

GRAPHIC SCALE: 1/8"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

AD111

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925617

SCALE: 1/8" = 1'-0"

PARTIAL DEMOLITION PLAN - AREA B

SHEET KEYNOTES

1 CLEAN AND PREPARE WALL SURFACES FOR APPLICATION

OF PAINT

2 REMOVE THE EXTRUDED ANODIZED ALUMINUM ANGLE,

TYPICAL ALL CORNERS. CLEAN AND PREPARE WALL

SURFACES FOR APPLICATION OF EXTRUDED ANODIZED

ALUMINUM ANGLE

3 REMOVE THE VINYL COVE WALL BASE AND MASTIC,

TYPICAL ALL WALLS. CLEAN AND PREPARE WALL

SURFACES FOR APPLICATION OF VINYL COVE WALL BASE.

4 DEMOLISH EXISTING DOOR, FRAME, HARDWARE AND

OPENING ACCESSORIES IN PREPARATION FOR

CONSTRUCTION OF DOOR.

5 CLEAN AND PREPARE DOOR SURFACES FOR APPLICATION

OF PAINT.

6 EXISTING DOOR, FRAME, HARDWARE AND OPENING

ACCESSORIES TO REMAIN.

7 REMOVE ROLL-UP DOOR IN ITS ENTIRETY AND ALL

ASSOCIATED HARDWARE. PROTECT AND PREPARE

OPENING FOR CONSTRUCTION OF DOUBLE DOORS WITH

FRAME AND HARDWARE.

8 CLEAN AND PREPARE DOOR SURFACES FOR SURFACE

BOLT DOOR HARDWARE.

9 CLEAN AND PREPARE DOOR FOR INSTALLATION OF DOOR

SWEEP.

6.5

5.5

11121415 AA.3A.7BB.2B.3

17' - 0"

10' - 0"

13' - 0"

14' - 6"

24' - 7"

MATERIALS & FINISHES

CEILING LEGEND

ELECTRICAL FIXTURES

MECHANICAL EQUIPMENT

PERFORATED METAL PANELS

TROFFER LIGHT FIXTURE

FAN FILTER UNITS

PRECISION

MEASUREMENT

CENTER LAB

UTILITY ROOM

1033A

DEA LAB

LEITZ LAB

141A

AISLE

141E

AIRLOCK

141B

ZEISS LAB

141C

AIRLOCK

141D

AIRLOCK

KEYPLAN

04'8' 16' 24'8'

GRAPHIC SCALE: 1/8"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

AD112

G P

-A

A B

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925618

SCALE: 1/8" = 1'-0"

PARTIAL DEMOLITION CEILING PLAN - AREA B

SHEET KEYNOTES

1 CONTRACTOR MUST REMOVE EXISTING CEILING TILES.

CEILING GRID TO REMAIN.

2 CONTRACTOR MUST REMOVE THE EXISTING WIRE HUNG

CEILING ASSEMBLY IN ITS ENTIRETY.

3 CONTRACTOR MUST REMOVE AND PRESERVE EXISTING

TROFFER LIGHT FIXTURES, TYPICAL. IN PREPARATION FOR

REINSTALLATION. REFER TO ELECTRICAL PLANS.

4 EXISTING CEILING GRID AND TILES TO REMAIN.

6.5

5.5

11121415 AA.3A.7BB.2B.3

KEYPLAN

04'8' 16' 24'8'

GRAPHIC SCALE: 1/8"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

AD121

O F

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925619

SCALE: 1/8" = 1'-0"

PARTIAL DEMOLITION ROOF PLAN - AREA B

SHEET KEYNOTES

1 REMOVE EQUIPMENT. REFER TO MECHANICAL DRAWINGS.

2 REMOVE EQUIPMENT AND ABANDON PAD IN PLACE. REFER

TO MECHANICAL DRAWINGS.

GENERAL SHEET NOTES

1 PLAN OF LABS SHOWN BELOW ROOF FOR REFERENCE

ONLY.

6.5

5.5

11121415 AA.3A.7BB.2B.3

LEITZ LAB

PRECISION

MEASUREMENT

CENTER LAB

1033A

DEA LAB

UTILITY ROOM

141A

AISLE

141B

ZEISS LAB

141C

AIRLOCK

141D

AIRLOCK

141E

AIRLOCK

1 1

141-1

141-2

(ISO 7)

(ISO 8)

(ISO 7)

(ISO 8)

(ISO 7)

(ISO 8)

141-3

101(E)

1033-1(E)

1033-2(E)

KEYPLAN

04'8' 16' 24'8'

GRAPHIC SCALE: 1/8"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

A-111

O R

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925620

SCALE: 1/8" = 1'-0"

PARTIAL FLOOR PLAN - AREA B

SHEET KEYNOTES

1 PROVIDE 2 COATS OF LOW VOC INTERIOR LATEX

CLEANROOM WALL PRIMER. THEN PROVIDE 2 COATS LOW

VOC PRE-CATALYZED WATER BASED EPOXY CLEAN ROOM

PAINT. COLOR TO BE WHITE.

2 PROVIDE SURFACE BOLT DOOR HARDWARE.

3 PROVIDE 4" VINYL RUBBER COVE BASE ON THE WALLS.

CAULK AS NECESSARY TO ELIMINATE GAPS. BASE MUST

FIT TIGHT TO WALL.

4 PROVIDE 2" x 2" x 1/8" EXTRUDED ANODIZED ALUMINUM

ANGLE WITH CONTINUOUS SILICONE CAULK AND #10 X 1/2",

SELF DRILLING SCREW AT THE CORNERS OF THE WALLS,

TYPICAL.

5 PROVIDE BRUSH SWEEP DOOR HARDWARE.

6 AIRLOCK ROOMS MUST MEET THE REQUIREMENTS OF ISO

8 CLEANROOM

7 PROVIDE 2 COATS OF LOW VOC INTERIOR LATEX

CLEANROOM DOOR PRIMER. THEN PROVIDE 2 COATS LOW

VOC PRE-CATALYZED WATER BASED EPOXY CLEAN ROOM

PAINT. COLOR TO BE WHITE.

8 CONTRACTOR MUST PAINT DOOR TO MATCH EXISTING.

9 PROVIDE CMU WALL INFILL. REFER TO STRUCTURAL

DRAWINGS.

10 PROVIDE WEATHER SEALS AND GASKETING AROUND

PERIMETER OF DOOR.

11 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR

CONSTRUCTION WORK IN THIS ROOM.

GENERAL SHEET NOTES

1 REFER TO A-610 FOR FINISH SCHEDULE AND FINISH KEY.

6.5

5.5

11121415 AA.3A.7BB.2B.3

LEITZ LAB

141E

AIRLOCK

141C

AIRLOCK

PRECISION

MEASUREMENT

CENTER LAB

UTILITY ROOM

141B

ZEISS LAB

1033A

DEA LAB

141D

AIRLOCK

17' - 0"

10' - 0"

13' - 0" 12' - 10"

14' - 6" 24' - 7"

1 2

12' - 10"

MATERIALS & FINISHES

CEILING LEGEND

ELECTRICAL FIXTURES

MECHANICAL EQUIPMENT

PERFORATED METAL PANELS

PMC TILES = MATTE WHITE FINISH

ZEISS/DEA = WHITE FINISH

TROFFER LIGHT FIXTURE

FAN FILTER UNITS

KEYPLAN

04'8' 16' 24'8'

GRAPHIC SCALE: 1/8"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

A-112

N -A

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

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S Y

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12925621

SCALE: 1/8" = 1'-0"

REFLECTED CEILING PLAN

SHEET KEYNOTES

1 PROVIDE PERFORATED METAL PANS, 24"X48" NOMINAL, 24

GA., HOLE PATTERN (13.6% OPEN AREA), WHITE.

2 PROVIDE ALUMINUM LAMINATE TILE, 23-5/8" X 47-5/8", 6MM

THICK, 0.008" ALUMINUM FACINGS, MATTE WHITE.

3 PROVIDE 1-1/2" GASKET TEE GRID SYSTEM, FLAT WHITE.

GENERAL SHEET NOTES

1 REFER TO A-610 FOR FINISH SCHEDULE AND FINISH KEY.

2 REFER TO ELECTRICAL SHEET EP411 FOR INFORMATION

ABOUT LIGHT FIXTURES.

6.5

5.5

11121415 AA.3A.7BB.2B.3

C1 A-570

A2 A-570

B1 A-570

A1 A-570

KEYPLAN

04'8' 16' 24'8'

GRAPHIC SCALE: 1/8"GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

A-121

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925622

SCALE: 1/8" = 1'-0"

PARTIAL ROOF PLAN - AREA B

SHEET KEYNOTES

1 PROVIDE AIR-COOLED CONDENCING UNIT (ACCU) PER

MECHANICAL DRAWINGS.

2 PROVIDE AIR HANDLING UNIT (AHU) PER MECHANICAL

DRAWINGS.

3 PROVIDE PATCH AND REPAIR OF ROOF ASSEMBLY TO

MATCH EXISTING. SEE MECHANICAL AND ELECTRICAL

DRAWINGS FOR EXTENT OF ROOF REPAIR. SEE DETAIL

C1/A-570.

4 ABANDONED IN PLACE EXISTING PAD WHERE EXISTING

ACCU WAS REMOVED. SEE MECHANICAL DRAWINGS.

GENERAL SHEET NOTES

1 REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL

INFORMATION.

2 ANY ROOF WORK MUST MAINTAIN EXISTING ROOF

DRAINAGE. CONTRACTOR TO ENSURE THAT WORK DOES

NOT CAUSE WATER TO POOL ON ROOF.

3 PLAN OF LABS SHOWN BELOW ROOF FOR REFERENCE

ONLY.

R -3

O O

EXISTING STEEL DECKING

VAPOR RETARDER

R-30 RIGID INSULATION

5/8" PROTECTION BOARD

2-PLY MODIFIED BITUMEN

MEMBRANE ROOFING

EXISTING ROOF

STRUCTURE

POLYMER MODIFIED

MEMBRANE FLASHING

PLY AND BASE

FLASHING PLY.

MECHANICAL

EQUIPMENT RAIL PER

MANUFACTURER. REFER

TO MECHANICAL

DETAILS.

2 - PLY MODIFIED ROOF,

1/4" RECOVERY BOARD, &

5" POLY-ISOCYANURATE

INSULATION

EXISTING STEEL DECKING

STEEL FRAMING, SEE STRUCT.

HVAC DUCTWORK, SEE MECH.

POLYMER MODIFIED

MEMBRANE FLASHING

PLY AND BASE

FLASHING PLY.

CANT STRIP

P. TREATED WOOD BLOCKING

2 - PLY MODIFIED ROOF,

1/4" RECOVERY BOARD, &

5" POLY-ISOCYANURATE

INSULATION

EXISTING STEEL DECKING

STEEL FRAMING, SEE STRUCT.

HVAC EQUIPMENT, SEE MECH.

POLYMER MODIFIED

MEMBRANE FLASHING

PLY AND BASE

FLASHING PLY.

CANT STRIP

P. TREATED WOOD BLOCKING

2 - PLY MODIFIED ROOF,

1/4" RECOVERY BOARD, &

5" POLY-ISOCYANURATE

INSULATION

EXISTING STEEL DECKING

STEEL FRAMING, SEE STRUCT.

GRAPHIC SCALE:

4" 2" 0 4" 8" 1'

3"GRAPHIC SCALE: = 1'-0"

GRAPHIC SCALE:

1' 0 2'

1 1/2"

6" 1'

GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

A-570

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

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F O

C A

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, B U

12925623

SCALE: 3" = 1'-0"A-570

ROOF DETAILC1

SCALE: 1 1/2" = 1'-0"A-570

MECH. EQUIP. RAIL FLASHING DETAILB1

SCALE: 1 1/2" = 1'-0"A-570

ROOF MECH. CURB FLASHING DETAILA1

SCALE: 1 1/2" = 1'-0"A-570

ROOF MECH. CURB FLASHING DETAILA2

H.M. DOOR

TYPE-A

FLOOR

FINISH

TEMPERED GLASS

H.M. DOOR

TYPE-B

SEALANT (EACH SIDE)

HOLLOW METAL FRAME

EXISTING DOUBLE COTEMP

PANEL WALL SYSTEM, TYPICAL

0' - 4"

SEALANT (EACH SIDE)

HOLLOW METAL FRAME

EXISTING DOUBLE COTEMP

PANEL WALL SYSTEM, TYPICAL

0' - 2"

HOLLOW METAL FRAME

HOLLOW METAL DOOR

THRESHOLD

EXISTING CONCRETE FLOOR SLAB

0' - 4"

HOLLOW METAL FRAME

SEALANT (EACH SIDE)

FOR LINTEL INFORMATION

REFER TO STRUCTURAL

LINTEL SCHEDULE

8" CMU

0' - 5 3/4"

EQ EQ

REFER TO STRUCT. DWGS. FOR

REINFORCING AND GROUT

SPACING

REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

AND GROUT SPACING

8" CMU

SEALANT (EACH SIDE)

HOLLOW METAL FRAME WITH

JAMB ANCHORS

REFER TO STRUCTURAL

DRAWINGS FOR REINFORCING

AND GROUT SPACING

0' - 2"

GROUT FILL ALL CORES

RECEIVING ANCHORS SOLID, TYP

3' - 4"

2" HEAD

FRAME

2" JAMB

FRAME

TYPE-1

FLOOR

FINISH

7' - 8"

4" HEAD

FRAME

2" JAMB

FRAME

TYPE-2

HOLLOW METAL FRAME

HOLLOW METAL DOOR

THRESHOLD

CONCRETE FLOOR SLAB

0' - 5 3/4"

HDW-1

3 HINGES

1 CLOSER

1 PASSAGE LOCKSET (F75)

1 PERIMETER GASKETING/SEAL (ADJUSTABLE)

1 KICKPLATE

HDW-2

3 HINGES

1 ENTRANCE LOCKSET (F82)

1 CLOSER

1 PERIMETER GASKETING/SEAL (ADJUSTABLE)

1 KICKPLATE

1 DOOR SWEEP

HDW-3

8 HINGES

1 ENTRANCE LOCKSET (F82)

2 CLOSER

2 FLUSH BOLT (TOP AND BOTTOM)

1 PERIMETER GASKETING/SEAL (ADJUSTABLE)

2 KICKPLATE

2 DOOR SWEEP

1 ASTRAGAL

HDW-4

1 SURFACE BOLT

HDW-5

1 BRUSH SWEEP

4' 02' 8' 12'4'

GRAPHIC SCALE: 1/4"GRAPHIC SCALE: = 1'-0"

GRAPHIC SCALE:

1' 0 2'

1 1/2"

6" 1'

GRAPHIC SCALE: = 1'-0"

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

A-601

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

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12925624

DOOR SCHEDULE

LEVEL

DOOR

NUMBER

DOOR SIZE DOOR FRAME DETAILS DOOR

HARDWARE COMMENTS

DOOR

NUMBERWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL/THRESHOLD

LEVEL 1 141-1 3' - 0" 7' - 0" 0' - 1 3/4" A HM PNT 1 HM PNT C1/A-601 B1/A-601 A1/A-601 1 141-1 LEVEL 1 141-2 3' - 0" 7' - 0" 0' - 1 3/4" A HM PNT 1 HM PNT C1/A-601 B1/A-601 A1/A-601 2 141-2 LEVEL 1 141-3 7' - 4" 9' - 8" 0' - 1 3/4" B HM PNT 2 HM PNT C2/A-601 B2/A-601 A2/A-601 3 141-3

SCALE: 1/4" = 1'-0"

DOOR ELEVATIONS

SCALE: 1 1/2" = 1'-0"A-601

DOOR HEADC1

SCALE: 1 1/2" = 1'-0"A-601

DOOR JAMBB1

SCALE: 1 1/2" = 1'-0"A-601

SILL DETAILA1

SCALE: 1 1/2" = 1'-0"A-601

DOOR HEADC2

SCALE: 1 1/2" = 1'-0"A-601

DOOR JAMBB2

SCALE: 1/4" = 1'-0"

DOOR FRAME ELEVATIONS

SCALE: 1 1/2" = 1'-0"A-601

DOOR SILLA2

DOOR HARDWARE

DOOR SCHEDULE (EXISTING)

LEVEL

DOOR

NUMBER

DOOR SIZE DOOR

HARDWARE COMMENTSWIDTH HEIGHT THICKNESS

LEVEL 1 101(E) 10' - 0" 12' - 0" 0' - 1 3/4" 4 ADD SURFACE BOLT TO INACTIVE LEAF.

LEVEL 1 1033-1(E) 10' - 0" 10' - 0" 0' - 1 3/4" 5

LEVEL 1 1033-2(E) 10' - 0" 10' - 0" 0' - 1 3/4" 5

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

PROJECT NO:

D E

N T

O F

N A

S E

N G

E R

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

M M

-A

AS NOTED

UNCLASSIFIED

FINAL SUBMITTAL

NICHOLAS A. HALL

PATRICK FAULKNER

A-610

MCC

REC REC

05/22/2025

XY18222

7308279

, N

N N

C S

O M

-A

C M

A R

C O

R E

C E

H V

A C

S Y

M S

F O

C A

R A

B S

, B U

12925625

FINISH SCHEDULE

ROOM

FLOOR BASE

WALL

CEILING COMMENTSNUMBER NAME

NORTH

WALL

EAST

WALL

SOUTH

WALL

WEST

WALL

101 LEITZ LAB ETR ETR PNT-1 PNT-1 PNT-1 PNT-1 ETR

141B ZEISS LAB ETR VB ETR ETR ETR ETR MP-2

141C AIRLOCK ETR ETR PNT-1 PNT-1 PNT-1 PNT-1 MP-1

141D AIRLOCK ETR VB ETR ETR ETR ETR MP-2

141E AIRLOCK ETR ETR PNT-1 PNT-1 PNT-1 PNT-1 MP-1

1033 PRECISION MEASUREMENT CENTER LAB ETR ETR PNT-1 PNT-1 PNT-1 PNT-1 MP-1

1033A DEA LAB ETR VB ETR ETR ETR ETR MP-2

VB VINYL BASE TBD TBD 4" HIGH, 120'-0" COILS.

PNT-1 EPOXY PAINT: WALL TBD COLOR: WHITE SEE KEYNOTE 1 ON SHEET A-111.

MP-2 FLAT METAL PANEL TBD FACTORY APPLIED FINISH

MP-1 METALIC FACED PANELS TBD FACTORY APPLIED FINISH

ETR EXISTING TO REMAIN --- ---

CODE MATERIAL MANUFACTURER STYLE / COLOR REMARKS

FINISH KEY

LAB TEMP SENSOR, CEILING MOUNTED

LAB TEMP SENSOR, WALL MOUNTED

T3 TEMP SENSOR, AVERAGING

T4 TEMP SENSOR, DUCT PROBE

T5 WATER TEMP SENSOR, IMMERSION

PS DUCT PRESSURE SWITCH

H HUMIDITY SENSOR, WALL MOUNTED

RP ROOM PRESSURE SENSOR

PRESSURE PLATE

DP DIFFERENTIAL PRESSURE SENSOR

HL HUMIDITY HIGH LIMIT SWITCH

SD SMOKE DETECTOR, DUCT MOUNTED

SYMBOL DESCRIPTION

CONTROL SYMBOLS

DUCT SIZE

(FIRST NUMBER IS SIDE SHOWN)

SYMBOL DESCRIPTION

12"x24"

DUCTWORK SYMBOLS

SUPPLY DUCT SECTION, DOWN

RETURN DUCT SECTION, DOWN

SUPPLY DUCT SECTION, UP

RETURN DUCT SECTION, UP

INCLINE: * (R) RISE, *(D) DROP*

MANUAL VOLUME DAMPER

CONTROL VOLUME DAMPER

SUPPLY AIR CEILING DIFFUSER

RETURN AIR CEILING DIFFUSER

SYMBOL DESCRIPTION

MECHANICAL

1. FABRICATE RECTANGULAR DUCTS WITH GALVANIZED SHEET STEEL,

IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION

STANDARDS"

2. SEAL ALL DUCT SEAMS AND JOINTS WITH DUCT SEALER.

3. ALL EXPOSED DUCTWORK SHALL BE EXTERNALLY INSULATED

USING 2" THICK, 1.0 PCF DENSITY, FOIL FACED FIBERGLASS WRAP.

INSULATION SHALL BE U.L. LISTED AND SHALL COMPLY WITH UL-PUB

181, NFPA-90A AND ASTM E-84 WITH FLAME SPREAD

CLASSIFICATION NOT MORE THAN 25 AND SMOKE DEVELOPMENT

RATING NOT MORE THAN 50. FOIL TAPE ALL SEAMS.

MANUFACTURER TO BE OWENS CORNING MODEL SOFTR DUCT

WRAP.

4. OUTDOOR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH

POLYISO FOAM BOARD WITH VAPOR RETARDER HAVING R13 VALUE.

TAPER INSULATION ON TOP OF DUCT TO PREVENT POOLING. USE

UL181A COMPLIANT TAPE TO SEAL ALL SEAMS. APPLY WEATHER

PROOF METAL JACKET OR MEMBRANE.

5. SQUARE THROAT ELBOWS IN SUPPLY AIR DUCT SHALL BE FITTED

WITH DOUBLE WALL TURNING VANES.

6. OPPOSED BLADE DAMPERS SHALL BE GREENHECK MODEL MBD-15

OR APPROVED EQUAL WITH 11/2" STANDOFF BRACKET AND MANUAL

LOCKING QUADRANT. BUTTERFLY DAMPERS SHALL BE GREENHECK

MODEL MBDR-50 OR APPROVED EQUAL WITH MANUAL LOCKING

QUADRANT.

7. CONDENSATE DRAIN LINES TO BE CPVC, INSULATED WHERE

NOTED, SUPPORTED EVERY 48".

8. FLEXIBLE DUCT CONNECTIONS TO AHU TO BE 6" WIDE GLASS

FABRIC WITH NEOPRENE COATING (VENTGLAS OR APPROVED

EQUAL)

9. ALL MECHANICAL PIPING TO BE LABELED WITH FLOW DIRECTION,

CONTENTS, AND POSSIBLE HAZARDS PER "ASME/ANSI A13.1

STANDARD FOR PIPE MARKING".

10. PREINSULATED FLEXIBLE DUCTWORK LENGTHS NOT TO EXCEED

3'-0". PROVIDE SUPPORT PER SMACNA STANDARDS. INSTALL FREE

OF KINKS & SAGS.

REFRIGERANT PIPING NOTES:

1. REFRIGERANT TO BE R454B

2. REFRIGERANT PIPING SHALL BE TYPE ACR COPPER WITH

WROUGHT COPPER FITTINGS. ALL CONNECTIONS SHALL BE BRAZED

USING NITROGEN PURGE.

3. INSTALL PIPE HANGERS AND SUPPORTS IN ACCORDANCE WITH

ASTM F708. PROVIDE CLEARANCE IN HANGERS AND SUPPORTS FOR

THE INSTALLATION OF PIPE INSULATION.

4. REFRIGERATION PIPING SHALL BE INSULATED USING EXPANDED

CLOSED CELL, FLEXIBLE ELASTOMERIC PIPE INSULATION,

ARMAFLEX OR APPROVED EQUAL. PIPING LOCATED OUTDOORS TO

BE INSULATED WITH UV RATED INSULATION. INSULATION

THICKNESS FOR SUCTION LINE TO BE 1" AND FOR HOT GAS LINE

3/8".

GENERAL MECHANICAL SPECIFICATIONS

ACCU AIR COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

AD ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

APD AIR PRESSURE DROP

AS AIR SEPARATOR

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

CDA COMPRESSED DRY AIR

CFM CUBIC FEET PER MINUTE

CH CHILLER

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CNC CLEAN NOT CLASSIFIED

CWBT CHILLED WATER BUFFER TANK

DDC DIRECT DIGITAL CONTROL

DEG DEGREE(S)

DIA DIAMETER

DS DISCONNECT SWITCH

DWH DOMESTIC WATER HEATER

EA EXHAUST AIR

ED EXHAUST AIR DIFFUSER

EDBV ELECTRIC DISCHARGE BYPASS VALVE

EAG EXHAUST AIR GRILLE

EAR EXHAUST AIR REGISTER

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

ELEC ELECTRIC(AL)

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EXIST EXISTING

FAD FRESH AIR DUCT

FAI FRESH AIR INTAKE

FCU FAN COIL UNIT

FFU FAN FILTER UNIT

FDB FAHRENHEIT DRY BULB

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

FWB FAHRENHEIT WET BULB

GALV GALVANIZED

GA GAUGE

GC GENERAL CONTRACTOR

GMU GLYCOL MAKEUP UNIT

GWR GLYCOL WATER RETURN

GWS GLYCOL WATER SUPPLY

HC HEATING COIL

HOA HAND-OFF-AUTOMATIC

HVAC HEATING VENTILATION/AIR CONDITIONING

ID INSIDE DIMENSION

L LOUVER

LAT LEAVING AIR TEMPERATURE

LWT LEAVING WATER TEMPERATURE

MAU MAKE-UP AIR UNIT

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

NTS NOT TO SCALE

OBD OPPOSED BLADE DAMPER

OSA OUTSIDE AIR

P PUMP

POC POINT OF CONNECTION

PRV PRESSURE RELIEF VALVE

QTY QUANTITY

R/A RETURN AIR

RD RETURN AIR DIFFUSER

RM ROOM

RTU ROOFTOP AIR HANDLING UNIT

S/A SUPPLY AIR

SBD SINGLE BLADE DAMPER

SD SUPPLY AIR DIFFUSER

SP STATIC PRESSURE

SQ SQUARE

TOD TOP OF DUCT

TOP TOP OF PIPE

TXV THERMAL EXPANSION VALVE

TYP TYPICAL

VFD VARIABLE FREQUENCY DRIVE

W/ WITH

W/O WITHOUT

WG WATER GAUGE

WST WATER STORAGE TANK

XTION TRANSITION

ABBREVIATIONS

TH TEMP/HUMIDITY SENSOR, WALL MOUNTED

PIPING SYMBOLS

CHECK VALVE, SWING

CAP

FLEXIBLE CONNECTOR

AIR VENT, AUTOMATIC

AIR VENT, MANUAL

AIR SEPARATORS

PRESSURE REDUCING REGULATOR

PRESSURE GAGE AND COCK

PUMP (INDICATE USE)CW1

PUMP SUCTION DIFFUSERPSD

REDUCER, CONCENTRIC

RELIEF VALVE

STRAINER

STRAINER, BLOW OFF

THERMOMETER

SOLENOID VALVE

UNION

VALVE, BALL

VALVE, BUTTERFLY

VALVE, GLOBE

VALVE, SOLENOID

90° MITERED ELBOW

90° MITERED ELBOW, TURNING VANES

90° ROUNDED ELBOW

90° ROUNDED ELBOW, TURNING VANES

CS CURRENT SENSOR

CONTROL VALVE

DP MAGNEHELIC PRESSURE GAGE,

WALL MOUNTED

05-15-25

SEAL

028073

NO R T H C A R O L INA

PROFESSIONA L

E N G IN E E R

A T T HE W L A L BRIG

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

MAXIMO WORKORDER NO:

SHEET

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 9, 2025.