60040172.pdf
PDF 396 KB Posted
- Attached to
- BEQ Repair AS4212
- Solicitation number
- N4008525R2620
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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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
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50679
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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
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SPEC.
S p ro je c ts
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A
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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 .