60040179.pdf
PDF 245 KB Posted
- Attached to
- BEQ Repair AS4212
- Solicitation number
- N4008525R2620
About this file
This document is an architectural wall section drawing for the Marine Corps Base BEQ (Bachelor Enlisted Quarters) Repair project AS4212, located at Camp Lejeune, North Carolina. The architectural sheet (A-310) contains three detailed wall section views at 1/2" = 1'-0" scale, illustrating vertical building construction details including floor levels, roof configurations, and specific architectural elements. Key technical details include a standing seam metal roof, exterior wall and pedestrian traffic coatings, PTAC units with protective shrouds, existing masonry columns, and a 6" x 6" x 1/4" galvanized steel tube downspout secured to masonry columns using galvanized steel straps and epoxy-set bolts. The drawing is part of the contract documents for construction, dated 11 June 2024, with the most recent amendment noted on 07/25/2025 for roofing modifications, and is associated with Navy contract number N40085-23-B-0035.
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Text version
1ST FLOOR
0"
2ND FLOOR
10'-8"
3RD FLOOR
21'-4"
ATTIC DECK
31'-10"
EXTERIOR PEDESTRIAN
TRAFFIC COATING - SEE
SPECIFICATIONS
EXTERIOR PEDESTRIAN
TRAFFIC COATING - SEE
SPECIFICATIONS
EXTERIOR WALL
COATING - SEE
SPECIFICATIONS
EXTERIOR WALL
COATING - SEE
SPECIFICATIONS
NEW CONCRETE
SIDEWALK
PTAC UNIT WITH
PROTECTIVE SHROUD -
SEE MECHANICAL
PLANS (TYP.)
A-603
B5 Sim
FIRE EXTINGUISHER
BEYOND (TYP.)
A-603
B4 Sim
A-603
B5 Sim
A-603
B5 Sim
R O
H T
7' -4
R O
H T
7' -4
R O
H T
7' -4
STANDING SEAM METAL ROOF.
SEE ASSEMBLIES ON SHEET A-501
1ST FLOOR
0"
2ND FLOOR
10'-8"
3RD FLOOR
21'-4"
ATTIC DECK
31'-10"
A-602
B6
A-602
B6
A-602
B6
NEW CONCRETE
SIDEWALK
TYP.
TYP.
TYP.
EXISTING CONCRETE
BALCONY (TYP)
EXISTING EXTERIOR
WALL (TYP)
R O
H T
7' -4
R O
H T
7' -4
R O
H T
7' -4
STANDING SEAM METAL ROOF.
SEE ASSEMBLIES ON SHEET A-501
1ST FLOOR
0"
2ND FLOOR
10'-8"
3RD FLOOR
21'-4"
ATTIC DECK
31'-10"
2ND FLOOR
10' - 8"
3RD FLOOR
21' - 4"
ATTIC DECK
31' - 10"
1ST FLOOR
0' - 0"
A-502
D1
A-502
E3
EXISTING MASONRY COLUMN
6" x 6" x 1/4" GALVANIZED
STEEL TUBE DOWNSPOUT
SECURE STEEL DOWNSPOUT TO
EXISTING MASONRY COLUMN
(EACH FLOOR) WITH 12-GUAGE x
2" WIDE GALVANIZED STEEL
STRAP WITH SLOTTED HOLES
AND (2) 1/2" DIAMETER x 2-1/2"
BOLTS SET IN EPOXY
EXISTING CONCRETE BALCONY (TYP)
NEW CONCRETE
SIDEWALK
STANDING SEAM METAL ROOF.
SEE ASSEMBLIES ON SHEET A-501
F ile
P ri n t
SYM. DESCRIPTION DATE APP.
REVISIONS
T
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R E
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STCETIHCRA
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.NEW
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DERET
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G E R
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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
R C
H
.r v t
/2
/2
:2
:2
A
M
A-310
JAS
DJE III
JENNI REED
JAS
REPAIR BEQ AS4212
WALL SECTIONS
60040179 N40085-23-B-0035
11 JUNE 2024
GRAPHIC SCALE: 1/2"=1'-0"
2' 0 1' 2' 4'
SCALE: 1/2" = 1'-0"
A1
WALL SECTION
SCALE: 1/2" = 1'-0"
A3
WALL SECTION
SCALE: 1/2" = 1'-0"
A4
WALL SECTION AT DOWNSPOUT
4 ROOFING AMENDMENT 07/25/2025
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