1701820dwg_Revision_0003_A2.pdf
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- Solicitation number
- N4008526R0138
About this file
This is a structural details drawing sheet for a military construction project. The document is NAVFAC Drawing No. 1701820, Sheet S-512 (page 22 of 283), dated 08 MAY 2026, for Project P-1550 SOF Marine Raider Company/Team Facilities at Marine Corps Base Camp Lejeune, NC, with Naval Facilities Engineering Systems Command - Midatlantic as the responsible entity. The drawing depicts six detailed structural sections (labeled A2, A4, B2, B4, C2, and C4) at a scale of 3/4" = 1'-0", showing construction assembly details including foundation footings, concrete masonry unit (CMU) walls, reinforced concrete slabs, column connections, and brick veneer systems. Technical specifications include reinforcement scheduling, dowel placements with standard hooks, tie beam configurations, thickened slab edges, tapered column details, and exterior wall assemblies with sheathing and brick veneer per architectural specifications.
The drawing is marked as Final Submittal in revision status and includes approvals from the project design and construction teams. A dimension clarification revision was noted on 06/19/26. The document references are to be coordinated with PEMB (Pre-Engineered Metal Building) drawings and architectural plans, with all construction elements specified as "per plan" or "per schedule" throughout. The file path indicates this is from a Revit model (P1550 Structure 2023_A2_honewell.rvt) managed through NAVFAC's standard drawing protocols.
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Text version
F.F.
SEE PLAN
PER PLAN
SLAB PER PLAN
CMU WALL BEYOND
P E R P
L A N
(3) #5 T&B
CL OF WALL &
THICKENED SLAB FTG.
F.F.
SEE PLAN
PER PLAN
SLAB PER PLAN
CMU WALL PER PLAN
P E R P
L A N
DOWEL TO MATCH WALL REINF.
W/ STD. HOOK ALT. END
L A P P
E R S
C H
E D
(3) #5 T&B
CL OF WALL &
THICKENED SLAB FTG.
F.F.
SEE PLAN
PER SCHED.
SLAB PER PLAN
TIES PER SCHED.
REIN. T&B PER SCHED.
P E R P
L A N
P E R S
C H
E D
F.F.
SEE PLAN
PER PLAN
SLAB PER PLAN
CMU WALL PER PLAN
P E R P
L A N
P E R S
C H
E D
REIN. PER SCHED. THRU THICKENED SLAB
CONTINUE TIE BEAM
SPREAD FTG. BEYOND
THICKENED SLAB EDGE BEYOND
DOWEL TO MATCH WALL REINF.
W/ STD. HOOK ALT. END
L A P P
E R S
C H
E D
SLAB EDGE B.P. & A.B.'S PER PEMB DWGS
0' - 1 1/2"0' - 1 1/2"0' - 5" 0
"0' - 11 1/2"
0' - 4"0' - 5"
/2
/2
HAIRPIN BELOWFOOTING PER PLAN
M
IN
/4
TAPERED COLUMN
PER PEMB
DRAWINGS
COLUMN FURRING
PER ARCH
EXTERIOR STUD
WALL
SHEATHING PER ARCH BRICK VENEER PER ARCH
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D E P A R T M
E N
T O
F T
H E N
A V Y
N A V A L F
A C
IL
IT
IE
S E
N G
IN
E E R
IN
G C
O M
M A N
D
DRAWFORM REVISION: 25 AUGUST 2020
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P
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D E T A
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S
S-512
1701820
FINAL SUBMITTAL
12903473
LGG HON LGG
SGL/MDM
CWJ
JWJ
HPN
08 MAY 2026
P -1
S
O F M
A R
IN
E R
A
ID
E R
C O
M P A N
Y
T E A M
F A C
IL
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SCALE: 3/4" = 1'-0"
A4
DETAIL
SCALE: 3/4" = 1'-0"
B4
DETAIL
SCALE: 3/4" = 1'-0"
C2
DETAIL
SCALE: 3/4" = 1'-0"
C4
DETAIL
SCALE: 3/4" = 1'-0"
B2
DETAIL
SCALE: 3/4" = 1'-0"
A2
DETAIL
S Y M
D E S C R
IP
T
IO
N D
A T E
A P P R
D
IM
E
N S
IO
N
C L A
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IF
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N /1
/2
| BLDG P1550-1701820-A1-S-512 |
| Sheets |
| S-512 - DETAILS |
| BLDG P1550-1701820-A2-S-512 |
| Sheets |
| S-001 - COVER SHEET |
| S-002 - STRUCTURAL NOTES |
| S-003 - STRUCTURAL NOTES |
| S-101 - FOUNDATION PLAN - AREA A |
| S-102 - FOUNDATION PLAN - AREA B |
| S-103 - FOUNDATION PLAN - AREA C |
| S-104 - FOUNDATION PLAN - AREA D |
| S-105 - FOUNDATION PLAN - AREA E |
| S-106 - FOUNDATION PLAN - AREA F |
| S-501 - GENERAL CONSTRUCTION DETAILS |
| S-502 - GENERAL CONSTRUCTION DETAILS |
| S-503 - GENERAL CONSTRUCTION DETAILS |
| S-504 - GENERAL CONSTRUCTION DETAILS |
| S-511 - DETAILS |
| S-512 - DETAILS |
| S-513 - DETAILS |
| S-514 - DETAILS |
2026-06-25T15:39:54-0400
2026-06-25T15:40:24-0400
File details come from the government source that posted it. Updated .