1363603Amend0006dwg_VOL 3 STRUCTURAL_2of2.pdf
PDF 323 KB Posted
- Attached to
- P475 Aircraft Maintenance Hangar
- Solicitation number
- N4008526R0148
About this file
This is a structural engineering drawing set for the P-475 Aircraft Maintenance Hangar at MCAS Beaufort, South Carolina, prepared by the Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic. The drawing depicts framing sections and structural details for a military aircraft maintenance facility, with multiple cross-sectional views (Sections A1 through A4 and C1 through C4) at a scale of 3/4" = 1'-0".
The design incorporates steel joists with bearing plates, precast concrete wall panels, cold-formed metal framing, steel deck roofing, and hollow structural section (HSS) components. Key structural elements include continuous bent plates (ranging from 1/4" to 5/16" thickness), diagonal bracing with angles, joist bridging, concrete masonry unit (CMU) bond beams with reinforcing, and specialized connections such as headed studs and welded threaded rods. The drawing includes references to additional detailed specifications on sheets OSF401, OSF502, and OSF503, along with architectural drawings (OS-002) for cold-formed metal framing notes. The document is dated August 25, 2020, with subsequent amendments through February 5, 2026, and was approved by the Asset Management Branch Head and Supervisory Facility Planner at Naval Station Beaufort. The project is managed by Speight Marshall Francis Structural Engineers and is designated as Job No. 20.009-B.
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Text version
HEEL OF BENT PLATE
CL BEAM AND COLUMN BEYONDFACE OF BUILDING AND
CONT. BENT PL6 1/2x10x5/16 (LSH)
ROOFING MATERIALS
STEEL DECK
L4x4x3/8 BETWEEN JOIST LOCATED
AT FIRST PANEL POINT
PRECAST CONC.
WALL PANEL
JOIST BEARING
EL. - SEE PLAN
BEAM - SEE PLAN
ON SHEET OSF502 FOR ADDITIONAL INFORMATION
SEE 'TYPICAL PRECAST CONNECTION DETAILS'
JOIST - SEE PLAN
L2 1/2x2 1/2x1/4 DIAGONAL
BRACE AT EACH BRACING
CLIP - LOCATE AT JOIST TOP
CHORD PANEL POINT
COLD-FORMED METAL
FRAMING AT 16"o/c -
SEE 'TYPICAL DIAPHRAGM
COLLECTOR DETAIL' ON OSF502JOIST TOP CHORD EXTENSION
END OF JOIST
SEE 'COLD-FORMED
METAL FRAMING NOTES'
ON SHEET OS-002 AND THE
ARCH. DWGS. (TYP.)
WORKING POINT (W.P.)
JOIST
BRG. EL. -
SEE PLAN
CANTILEVERED
STUD WALL
FIXED BASED
1'-6"
1'-0"
4"
1/8 2
3/16 2
HEEL OF BENT
END OF JOIST
JOIST EXTENDED
END
F.O. BUILDING
CONT. BENT
PL5/16x10x6 1/2 (LSH)
CONT. BENT PL5/16x4x4
PL5/16x10x6 1/2 (LSH)
HEEL OF BENT
PL5/16x4x4
JOIST BRG. PL1/4x7x14 WITH 2 - 5/8"Ø x 18" LONG HEADED STUDS OR 2 - 5/8"Ø x
18" LONG WITH HEAVY HEX NUTS (11 GAGE),
WELD THREADED ROD TO PLATE WITH 3/16"
WELD ALL AROUND - FOR DETAILS NOT NOTED
SEE 'TYPICAL JOIST BEARING DETAILS ON
SHEET OSF503
CONT. 8" WIDE x 24"
DEEP CMU BOND BEAM
TOP AND BOTTOM
CUT COURSE AS REQUIRED
TO MATCH ROOF SLOPE
VERTICAL WALL REINFORCING -
SEE RELEVANT FOUNDATION
SECTION. EXTEND VERTICAL
REINFORCING TO WITH IN 2"
TO TOP OF WALL AND PROVIDE
90° HOOK PARALLEL TO WALL
8" CMU
REINF. WITH 2 - #4 TOP
END OF
JOIST
FOR DETAILS
NOT NOTED SEE
SECTION C1/OSF401
SEE 'TYPICAL DIAPHRAGM
COLLECTOR DETAIL' ON OSF503
WORKING POINT AT FACE OF CMU
AND BOTTOM OF DECK
JOIST
BRG. EL. -
SEE PLAN
5"
4'-6"
3"
4"
CL BEAM AND COLUMN BEYOND
STEEL DECK
JOIST - SEE PLAN
JOIST BRIDGING
(PARTIALLY SHOWN)
HSS OUTLOOKER -
SEE PLAN
FITTED HSS2 1/2x2 1/2x1/4
BETWEEN OUTLOOKERS
3'-1 1/4"
PL5/16x10x6 1/2 (LLH)
CONT. L4x4x1/4
BENT PL4x4x54 MIL x
4" LONG WITH 3 -
#10 TEK SCREWS
AND 2 - 0.157"Ø
PAFs AT EACH
STUD
ON SF503
AND HSS TO JOIST
SEE 'TYPICAL ANGLE
COLLECTOR DETAIL'
L2 1/2x2 1/2x1/4
DIAGONAL BRACE
AT EACH OUTLOOKER
HEEL OF ANGLE
END OF OUTLOOKER
HEEL OF BENT
CONT. BENT
FOR DETAILS
NOT NOTED SEE
SECTION C1/OSF401
5" 3"
3/16 2-18
JOIST - SEE PLAN
DETAILS ON SHEET OSF503
'TYPICAL JOIST BEARING
JOIST BEARING PLATE - SEE
CONT. 8" CMU BOND
BEAM REINF. WITH
2 - #4 BOTTOM (TYP.)
JOIST BEARING EL. -
SEE PLAN
8" CMU
VERT. WALL REINF. -
SEE RELEVANT
FOUNDATION SECTION
FOR DETAILS
NOT NOTED SEE
SECTION C2/OSF401
GROUT JOIST POCKET SOLID
CONT. BENT PL1/4x3x3 EMBED PL1/2x12x6 WITH 2 - 3/4"Ø x 3 1/2 LONG HEADED
L6x3x3/8 (LLH) x 10" LONG (TYP.)
TOP OF STEEL EL. - SEE PLAN(T
Y
P
GIRT - SEE PLAN; GIRT IS FOR
LATERAL BRACING OF PRECAST
STUDS (GAGE = 9") AT 3'-0"o/c
(TYP.)
(TYP.)
PANEL ONLY
FOR DETAILS
NOT NOTED SEE
SECTION C1/OSF401
6"
3/16 3
TYP.
BELOW CL BEAM AND COLUMN BEYOND
FACE OF BUILDING
JOIST BEYOND
FOR DETAILS
NOT NOTED SEE
SECTION C1/OSF401
1'-6"
FOR DETAILS
NOT NOTED SEE
SECTION C1/OSF401
HEEL OF BENT PLATE
END OF JOIST EXTENSION
CL BEAM AND
COLUMN BEYOND
GALV. CONT.
BENT PL5/16x6x6
CL GIRT
1/2"
1'-0 1/2"
8"
ENGINEERS + SURVEYORS
1'-0" = 1'-0" GRAPHIC SCALE
0 3"2"1" 4"½"
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
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FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
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C R
IP
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D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
EJA
DSN
NEK
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/
B
LD
G P
5_
O S
F
-S
.rv t
2/ 9/
:4
4:
P M
3/4" = 1'-0"
F R
A M
IN
G
S E
C T
IO
N
S
OSF401
EHI SEC DWS
12860126
SPEIGHT MARSHALL FRANCIS. .
STRUCTURAL ENGINEERS
SM&F Job No:WWW.SMANDF.CO
1228 PERIMETER PARKWAY, SUITE 201
P: 757.427.1020
VIRGINIA BEACH, VIRGINIA 23454
7814 CAROUSEL LANE SUITE 200
P: 804.464.4111
RICHMOND, VIRGINIA 23294
20.009-B
3/4" = 1'-0" C1
SECTION
3/4" = 1'-0"
C2
SECTION
3/4" = 1'-0" C4
SECTION
3/4" = 1'-0" A1
SECTION
3/4" = 1'-0"
A2
SECTION
3/4" = 1'-0" A3
SECTION
3/4" = 1'-0"
A4
SECTION
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
B
Y A
M E
N D
M E
N T
/0
5/
E
H I
1/13/2023
| Sheets |
| OSF401 - FRAMING SECTIONS |
2026-02-09T15:57:31-0500
| 2026-02-12T11:22:47-0500 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
2026-02-12T11:23:18-0500
File details come from the government source that posted it. Updated .