60040172.pdf

PDF 396 KB Posted

Attached to
BEQ Repair AS4212
Solicitation number
N4008525R2620
Issued by

About this file

This architectural drawing (Sheet A-102) details the third floor and roof plans for a Marine Corps Base Barracks (BEQ) repair project at Camp Lejeune, North Carolina. The document shows a comprehensive renovation plan for Building AS4212, featuring a third floor layout with multiple sleeping units, mechanical spaces, elevator, laundry, and supporting infrastructure. The roof plan depicts a standing seam metal roof with specific construction details including roof access hatches, fall protection systems, sheet metal coping, and roof expansion joints.

Key technical specifications include powerwashing existing concrete surfaces, providing new paint on interior and exterior surfaces, concrete patching for precast elements, retrofit stair tread installations, and 6-inch CMU infill for mechanical chase penetrations. The project is part of Naval Facilities Engineering Systems Command's contract (N40085-23-B-0035), with the drawing dated 11 June 2024 and indicating a construction amendment on 07/25/2025. The architectural plans are prepared by MBF Architects, with specific attention to life safety requirements, material specifications, and detailed construction notes addressing various renovation elements.

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60040197_PPI.pdf PDF
SECTION 33 61 14.pdf PDF
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Text version

A-401

B5

A-201

B2

A-201

C1

A-201

A2

A-201

C4

D3

A-301

D3

A-301

B2

A-301

B2

A-301

301 303 305 307

MECH

302 304 306 308 312 314 316 318 320 322

313 315 317 319 321

JANITOR

ELEV

LAUNDRY

327 329

328 330

332 334

333 337

338 340

339 341

342 344

MECH

16'-8" 55'-2" 16'-0" 57'-8" 42'-0" 57'-8" 16'-0" 55'-2" 16'-8"

'-0

B5

A-406

B4

A-301

B4

A-301

A-406

A1

310A

310B

310C

310D

336A

336D

336C

A4

A-310

A-406

A1

SIM / OPP

A-405

B3

SIM

A-405

B3

SIM

FE FE FE

FE FE FE

1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND

2. REFERENCE SHEET A-501 FOR WALL TYPES

3. REFERENCE SHEET A-601 FOR DOOR AND FRAME SCHEDULE

4. REFERENCE SHEET A-603 FOR WINDOW SCHEDULE

5. REFERENCE INTERIOR DESIGN DRAWINGS FOR FINISH SCHEDULE

6. REFERENCE INTERIORS DRAWINGS FOR CASEWORK DIMENSIONS AND

DETAILS

7. REFERENCE THE LIFE SAFETY DRAWINGS FOR LOCATIONS OF RATED WALLS

AND SMOKE PARTITIONS

8. REFERENCE LIFE SAFETY PLANS FOR FIRE EXTINGUISHER LOCATIONS

9. SEE ENLARGED CONSTRUCTION PLANS AS DENOTED FOR SPECIFIC

CONSTRUCTION SCOPE OF WORK AT INDICATED AREAS.

10. ASBESTOS MATERIAL AND LEAD-BASED PAINT TESTING HAS BEEN

PERFORMED ON EXISTING AREAS OF WORK. SEE THE SPECIFICATIONS FOR

ASBESTOS MATERIAL AND LEAD-BASED PAINT REPORT RESULTS.

CONTRACTOR TO BE RESPONSIBLE FOR THE APPROPRIATE STANDARD OF

CARE REGARDING THE HANDLING OF ANY MATERIALS FOUND TO BE

HAZARDOUS AND THE PROTECTION OF PERSONS FROM EXPOSURE.

11. ALL MATERIALS ARE TO BE CONSIDERED NEW UNLESS SPECIFICALLY

REFERRED TO AS 'EXISTING'

12. ALL DOORS SHOWN ARE NEW DOORS. SEE ENLARGED CONSTRUCTION PLANS

AND DOOR SCHEDULE FOR NUMBERING AND IDENTIFICATION OF NEW DOORS.

13. POWERWASH ALL EXISTING CONCRETE WALKING SURFACES WHICH REMAIN AND

ENTIRE BUILDING INCLUDING STAIR RISERS AND TREADS. PREPARE SURFACES

FOR SEALER APPLICATION OR RETROFIT STAIR TREAD INSTALLATION.

14. PROVIDE NEW PAINT ON ALL PREVIOUSLY PAINTED INTERIOR AND EXTERIOR

SURFACES UNLESS NOTED OTHERWISE. SEE FINISH SCHEDULE FOR INTERIOR

FINISH DESIGNATIONS.

15. PROVIDE CONCRETE PATCHING TO DAMAGED AND/OR SPALLED AREAS OF

EXISTING PRECAST CONCRETE, CONCRETE BALCONY PLANKS, AND EXISTING

REINFORCED OUTRIGGERS. SPECIFIC AREAS FOR REPAIR ARE NOT IDENTIFIED,

BUT REPAIRS ARE TYPICALLY REQUIRED AT THE UPPER EDGES OF THE

OUTRIGGERS (WHERE PLANKS ABOVE BEAR ON THEM) AND THAT THE

CHAMFERED EDGES. SEE STRUCTURAL FOR PHOTOGRAPHS OF TYPICAL

CONDITIONS TO BE FOUND. CONTRACTOR TO ANTICIPATE PROVIDING REPAIR AT

APPROXIMATELY 50% OF CONCRETE OUTRIGGERS (APPROXIMATELY 100

REPAIRS).

16. WHERE DUCTWORK, PIPING OR WIRING IS REMOVED, PATCH ALL HOLES IN

WALLS AND CEILING WITH LIKE MATERIALS.

17. PROVIDE RETROFIT TREAD INSTALLATION AT EACH STAIR NOSING/ TREAD OF

ALL EXTERIOR STAIRS. SEE D5/A-504 FOR ADDITIONAL INFORMATION.

18. INSPECT ALL EXISTING BALCONY PLANK LIFT POINTS. REMOVE DAMAGED FILLER

AND REPLACE TO FLUSH WITH EXISTING PLANK SURFACE PRIOR TO

APPLICATION OF TRAFFIC COATING. CONTRACTOR TO ANTICIPATE PROVIDING

REPAIR AT APPROXIMATELY 80% OF EXISTING PLANKS, FOUR (4) LIFT POINTS PER

PLANK.

19. SEE ENLARGED PLANS FOR ADDITIONAL DOOR NUMBER INFORMATION.

20. PROVIDE 6" CMU INFILL AT ALL UNUSED PENETRATIONS BETWEEN MECHANICAL

CHASE AND SLEEPING UNITS/COMMON SPACES. SEE LIFE SAFETY PLANS FOR

RATING REQUIREMENTS FOR ALL PATCHES AND PENETRATIONS.

SHEET METAL DOWNSPOUT. DISCHARGE TO SUB-SURFACE

DRAINAGE SYSTEM.

PROVIDE FLOOR MOUNTED BIKE RACK. INSTALL WITH EPOXY SET

ANCHORS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

PATCH WALL ABOVE DOOR WHERE EXISTING THROUGH-WALL

LOUVER WAS REMOVED. SEE B3/A-501 AND MECHANCAL PLANS FOR

ADDITIONAL INFORMATION

STANDING SEAM METAL ROOF. REFERENCE DETAIL B1/A-501. BEQ

ROOF PITCH IS 5:12 UNLESS OTHERWISE NOTED

STANDING SEAM METAL ROOF RIDGE. REFERENCE DETAIL B3/A-502

STANDING SEAM METAL ROOF VALLEY. REFERENCE DETAIL A3/A-502

30" x 54" ROOF ACCESS HATCH. COORDINATE INSTALLATION

REQUIREMENTS WITH MANUFACTURERS RECOMMENDATIONS.

INSTALL UPSLOPE SIDE 42" FROM ROOF RIDGE AND PROVIDE ROOF

CRICKET FOR RAINWATER DIVERSION. REFERENCE DETAIL A5/A-502

PROVIDE OSHA COMPLIANT FALL PROTECTION SYSTEM

APPROXIMATELY 18" FROM ROOF RIDGE. CONTRACTOR TO

COORDINATE ATTACHMENT LOCATIONS WITH STRUCTURAL LAYOUT

SHEET METAL COPING. SEE DETAILS A4/A-105 AND B5/A-501

PROVIDE ROOF EXPANSION JOINT AT LOCATION OF EXISTING

BUILDING EXPANSION JOINT. REFERENCE DETAIL C3/A-502

D3

A-301

D3

A-301

B2

A-301

B2

A-301

B5

A-406

B4

A-301

B4

A-301 A-201

B2

A-201

C1

A-201

A2

A-201

C4

A4

A-310

DASHED LINE REPERESENTS

EXTERIOR BUILDING WALL BELOW

DASHED LINE REPRESNTS LOCATION

SUPPORT BEAM AND COLUMNS BELOW

VTR VTR VTR VTR VTR

1 1

1 1 1 1

1 1 11

B6

A-503

TYP

TYP

TYP

EXISTING WALLS, DOORS, FRAMES, MILLWORK AND

EQUIPMENT TO REMAIN

WALLS, DOORS, FRAMES, MILLWORK AND EQUIPMENT

TO BE CONSTRUCTED

NEW FLOOR SLAB CONSTRUCTION

ROOF SLOPE DIRECTION

STANDING SEAM METAL ROOF

PLUMBING VENT THROUGH ROOF

FALL PROTECTION ROOF ANCHOR POST

VTR

F ile

P ri n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

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TI

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G I S

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A N

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NRB E

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STCETIHCRA

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BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

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SI

G E R

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PR

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LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

S p ro je c ts

\2

\2

C

L R e p a ir B

E Q

A S

\2

D e s ig n \2

D w g s \2

A

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.r v t

/2

/2

:2

:1

A

M

A-102

JAS

DJE,III

JENNI REED

JAS

REPAIR BEQ AS4212

THIRD FLOOR AND ROOF PLANS - CONSTRUCTION

60040172 N40085-23-B-0035

11 JUNE 2024

N

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

D3

THIRD FLOOR - NEW CONSTRUCTION

GENERAL CONSTRUCTION NOTES

CONSTRUCTION KEYNOTES

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

8' 0 8' 16' 24'

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

B3

ROOF PLAN - NEW CONSTRUCTION

N

CONSTRUCTION LEGEND

ROOF PLAN LEGEND

4 ROOFING AMENDMENT 07/25/2025

File details come from the government source that posted it. Updated .