Revision to Sheet S-101A and S-101D.pdf
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- Solicitation number
- N4008025R9500
About this file
The documents are foundation plan drawings (Sheets S-101A and S-101D) for the 646 Aircraft Development and Maintenance Facility at Naval Air Station Patuxent River in St. Mary's County, Maryland. The plans detail structural foundation specifications for Areas A and D, including multiple slab-on-grade configurations with varying thicknesses (5", 6", 8", and 14"), reinforcement requirements, and specialized features like an Ignitable Liquid Drainage Floor Assembly (ILDFA). Key technical details include:
Structural elements include HSS (hollow structural section) columns of different sizes, CMU (concrete masonry unit) walls in 8" and 12" thicknesses, and steel framing members such as W-series and F-series sections. The foundation plans specify precise elevation references, granular base requirements (95% compaction of crushed aggregate), vapor retarders, reinforcement placement, and joint sealing specifications. Specialized areas like hangar door rail drainage, trench drains, and a ramp between elevation levels are also detailed, indicating a complex technical design for a military aviation infrastructure project.
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A A.2 B D E F GCA.4
A
S
-1 B
M A
T C
H L
IN
E
S E
E
HSS8x8x5/8
HSS8x8x5/8
HSS6x6
HSS8x8 HSS6x6
HSS6x6 W14x74 W14x74HSS6x6
W27x146 W27x146 W27x146
6" SLAB-ON-GRADE,
SEE NOTE 5
5" SLAB-ON-GRADE,
SEE NOTE 4
8" SLAB-ON-GRADE,
SEE NOTE 6
MATCHLINE,
SEE /A1 S-101D
6" SLAB-ON-GRADE,
SEE NOTE 5
8 3/8" 5 5/8"
5" SLAB6" SLAB
S L A
B
S L A
B
S L A
B
S L A
B
S L A
B
S L A
B
14" SLAB-ON-GRADE,
SEE NOTE 7
C1
S-304
C1
S-304
C1
S-304
C1
S-304
S L O
P E
22'-2" 23'-10"
1'-2" 2'-0"
31'-0" 26'-10" 39'-4"
ILDFA FLOOR,
SEE NOTE 11
B1
S-305
B1
S-305
10'-10" 11'-4"
S-221
B2
S-221
B3
S-201
A1
S-201
C1
S-222
C1
1'-8" 36'-0" 1'-8"
3'-5" 3'-5"
5'-0"3'-10"
E
.O .S
B1
S-304
B1
S-304
2'-6"
12" CMU WALL
12" CMU WALL
C1
S-305
C1
S-305
C3
S-305
C3
S-305
9.6
F7x7
97'-9"
F6x6
97'-9"
HSS8x8x5/8
HSS8x8
F7x7
97'-9"
HSS8x8
F7x7
97'-9"
HSS8x8
F7x7
97'-9"
HSS6x6
F5x5
97'-9"
HSS6x6
F6x6
97'-9"
HSS6x6
F6x6
97'-9"
HSS6x6
F6x6
97'-9"
SLOPESLOPE
FLOOR DRAIN
HSS6x6x1/2
F6x6
97'-9"
HSS6x6
F6x6
97'-9"
F12x12 F8x12
F8x12
7'-0" 7'-0"
97'-0"
97'-0"
97'-0"
F8x12
97'-0"
97'-9"
F8x8
4'-5" 4'-5"
97'-9"
F10x10
S-351
A2
S-351
A1
(2) PARKING STOPS,
6'-0" LONG EACH, SEE
DETAIL
/DETAIL A2 S-304
S L A
B
S L A
B
6" SLAB8" SLAB
15'-6"
1 1/2" DEPRESSED SLAB
FOR SHOWER PAN, SEE
ARCH. DWGS. FOR SIZE
AND LOCATION
6" SLAB8" SLAB
T/ SLAB
ELEV. = 100'-0"
S-221
A3
97'-0"
F14x14
1. SEE SHEETS S-001, S-002, AND S-003 FOR GENERAL
STRUCTURAL NOTES AND ABBREVIATION KEY.
2. REFERENCE FLOOR ELEVATION OF 100'-0" CORRESPONDS
TO USGS ELEVATION OF 47.0' SEE CIVIL DRAWINGS.
3. ALL SLAB-ON-GRADE FLOOR SLABS MUST HAVE 15 mil
VAPOR RETARDER PLACED BETWEEN THE SLAB AND
GRANULAR BASE.
4. FLOOR SLAB: 5" SLAB-ON-GRADE, REINFORCED WITH
6x6-W2.9xW2.9 WWR, PLACED 2" FROM TOP OF SLAB.
6" GRANULAR BASE. FILL CONTROL AND CONSTRUCTION
JOINTS WITH URETHANE SEALANT.
5. FLOOR SLAB: 6" SLAB-ON-GRADE, REINFORCED WITH
6x6-W2.9xW2.9 WWR, PLACED 2" FROM TOP OF SLAB.
6" GRANULAR BASE. FILL CONTROL AND CONSTRUCTION
JOINTS WITH SEMI-RIGID SEALANT.
6. FLOOR SLAB: 8" SLAB-ON-GRADE, REINFORCED WITH
#4@12" O.C., BOTH WAYS, POSITIONED AT MID-DEPTH OF
SLAB. 6" GRANULAR BASE. FILL CONTROL AND
CONSTRUCTION JOINTS WITH SEMI-RIGID SEALANT.
7. HANGAR FLOOR SLAB: 14" SLAB-ON-GRADE, REINFORCED
WITH #5@12" O.C., BOTH WAYS, POSITION 5 1/2" CLEAR
FROM TOP OF SLAB. 6" GRANULAR BASE. FILL CONTROL
AND CONSTRUCTION JOINTS WITH URETHANE SEALANT.
8. GRANULAR BASE MUST BE FREE-DRAINING CRUSHED
AGGREGATE COMPACTED TO 95% (MINIMUM) OF ASTM
D1557.
9. MASONRY WALLS: 8" (NOMINAL) CMU, #5@24" O.C.
VERTICAL REINFORCEMENT. SEE SHEET S-503.
10. MASONRY WALLS: 12" (NOMINAL) CMU, #6@24" O.C.
VERTICAL REINFORCEMENT. SEE SHEET S-504.
11. IGNITABLE LIQUID DRAINAGE FLOOR ASSEMBLY (ILDFA)
MUST BE EMBEDDED INTO FLOOR SLAB, ILDFA FLOOR
MUST BE RECESSED INTO CONCRETE HANGAR FLOOR
SLAB APPROXIMATELY 2" SUCH THAT THE TOP OF
ADJACENT SLAB IS FLUSH WITH THE ILDFA FLOOR. SEE
NOTE M ON SHEET S-003.
LEGEND
FLOOR SLOPESLOPE
SLAB-ON-GRADE, SEE PLAN NOTES 4 THROUGH 7
8" CMU WALL
EDGE OF SLABE.O.S.
HSS6x6x3/8 COLUMNHSS6x6
HSS8x8x3/8 COLUMNHSS8x8
ILDFA FLOOR TRENCH SYSTEM, SEE NOTE 11
TRENCH DRAWING NOTES:
L.P. LOW POINT ELEVATION = 97'-3"
H.P. HIGH POINT ELEVATION = 97'-10"
HSS5x5x1/2 COLUMNHSS5x5
12" CMU WALL
FOOTING, SEE SCHEDULE ON SHEET S-302F#x#
TOP OF FOOTING ELEVATION#'-#"
AIRCRAFT JACKING POINT
AIRCRAFT GROUNDING POINT, SEE ELEC. DWGS.
T R
U E
N
PLAN
NORTHA B C
D E F G
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D W
A S
H
IN
G T
O N
W A
S H
IN
G
T O
N N
A V
Y Y
A R
D
D .C
AS NOTED
3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
W A
S H
IN
G
T O
N D
C C
O R
E
N A
V A
L A
IR
S
T A
T
IO
N P
A T
U X
E N
T R
IV
E
R S
T . M
A R
Y 'S
C O
U N
T Y
, M D
F Y
M
IL
C O
N P
1737036
Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No. 50631 Expiration Date: February 26, 2025
CONTROLLED UNCLASSIFIED INFORMATION
C O
N T
R O
L L E
D U
N C
L A
S S
IF
IE
D I
N F
O R
M A
T
IO
N
CONTROLLED UNCLASSIFIED INFORMATION
C O
N T
R O
L L E
D U
N C
L A
S S
IF
IE
D I
N F
O R
M A
T
IO
N
APPROVED BY ELAINE DORRANS
VIA SAT-TO FORM SIGNATURE
12/13/2024
CHRISTINE RUTKOWSKI, PE
PRODUCTION DIRECTOR
TC
PM/CN
SS
DM
/1
/2
:5
:3
A
M
C U s e rs
\h a n s e lm a n m
\D o c u m e n ts \B
L D
G -P
-1
-S m a rk h a n s e lm a n
.r v t
S-101A
F O
U N
D A
TI
O
N P
LA
N
A
R E
A A
WPH
13155889
MWH SP
A
IR
C R
A F
T D
E V
E
LO
P M
E N
T A
N D
M A
IN
T
E N
A N
C E
F A
C
IL
IT
Y
S -1
A
100% FINAL SUBMITTAL
SCALE:
4' 8' 16'0
1/8" = 1'-0"
SCALE: 1/8" = 1'-0"A1
FOUNDATION PLAN - AREA A
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
R
E V
. C
LA
R
IF
IC
A
T
IO
N
R E
F E
R T
O P
P I #
/1
1/
M
W H
1. SEE SHEETS S-001, S-002, AND S-003 FOR GENERAL
STRUCTURAL NOTES AND ABBREVIATION KEY.
2. REFERENCE FLOOR ELEVATION OF 100'-0" CORRESPONDS
TO USGS ELEVATION OF 47.0' SEE CIVIL DRAWINGS.
3. ALL SLAB-ON-GRADE FLOOR SLABS MUST HAVE 15 mil
VAPOR RETARDER PLACED BETWEEN THE SLAB AND
GRANULAR BASE.
4. FLOOR SLAB: 5" SLAB-ON-GRADE, REINFORCED WITH
6x6-W2.9xW2.9 WWR, PLACED 2" FROM TOP OF SLAB.
6" GRANULAR BASE. FILL CONTROL AND CONSTRUCTION
JOINTS WITH URETHANE SEALANT.
5. FLOOR SLAB: 6" SLAB-ON-GRADE, REINFORCED WITH
6x6-W2.9xW2.9 WWR, PLACED 2" FROM TOP OF SLAB.
6" GRANULAR BASE. FILL CONTROL AND CONSTRUCTION
JOINTS WITH SEMI-RIGID SEALANT.
6. FLOOR SLAB: 8" SLAB-ON-GRADE, REINFORCED WITH
#4@12" O.C., BOTH WAYS, POSITIONED AT MID-DEPTH OF
SLAB. 6" GRANULAR BASE. FILL CONTROL AND
CONSTRUCTION JOINTS WITH SEMI-RIGID SEALANT.
7. HANGAR FLOOR SLAB: 14" SLAB-ON-GRADE, REINFORCED
WITH #5@12" O.C., BOTH WAYS, POSITION 5 1/2" CLEAR
FROM TOP OF SLAB. 6" GRANULAR BASE. FILL CONTROL
AND CONSTRUCTION JOINTS WITH URETHANE SEALANT.
8. GRANULAR BASE MUST BE FREE-DRAINING CRUSHED
AGGREGATE COMPACTED TO 95% (MINIMUM) OF ASTM
D1557.
9. MASONRY WALLS: 8" (NOMINAL) CMU, #5@24" O.C.
VERTICAL REINFORCEMENT. SEE SHEET S-503.
10. MASONRY WALLS: 12" (NOMINAL) CMU, #6@24" O.C.
VERTICAL REINFORCEMENT. SEE SHEET S-504.
11. IGNITABLE LIQUID DRAINAGE FLOOR ASSEMBLY (ILDFA)
MUST BE EMBEDDED INTO FLOOR SLAB, ILDFA FLOOR
MUST BE RECESSED INTO CONCRETE HANGAR FLOOR
SLAB APPROXIMATELY 2" SUCH THAT THE TOP OF
ADJACENT SLAB IS FLUSH WITH THE ILDFA FLOOR. SEE
NOTE M ON SHEET S-003.
LEGEND
FLOOR SLOPESLOPE
SLAB-ON-GRADE, SEE PLAN NOTES 4 THROUGH 7
8" CMU WALL
EDGE OF SLABE.O.S.
HSS6x6x3/8 COLUMNHSS6x6
HSS8x8x3/8 COLUMNHSS8x8
ILDFA FLOOR TRENCH SYSTEM, SEE NOTE 11
TRENCH DRAWING NOTES:
L.P. LOW POINT ELEVATION = 97'-3"
H.P. HIGH POINT ELEVATION = 97'-10"
HSS5x5x1/2 COLUMNHSS5x5
12" CMU WALL
FOOTING, SEE SCHEDULE ON SHEET S-302F#x#
TOP OF FOOTING ELEVATION#'-#"
AIRCRAFT JACKING POINT
AIRCRAFT GROUNDING POINT, SEE ELEC. DWGS.
A A.2 B D E F G
CA.4
M A
T C
H L
IN
E
S E
E
A
S -1
E
W27x146
HSS8x8
W27x146
HSS8x8
W27x146
HSS8x8
W27x146HSS8x8
W14x132
W14x132W14x90
W14x90
HSS6x6 HSS6x6
8" SLAB-ON-GRADE,
SEE NOTE 6 14" SLAB-ON-GRADE,
SEE NOTE 7
MATCHLINE,
SEE /A1 S-101A
C1
S-304
B4
S-304
10'-10" 35'-2"
3'-2"
31'-0" 26'-10" 39'-4"
S L O
P E
9'-5"9'-5"9'-5"9'-5"9'-5"9'-5"9'-5"9'-5"9'-5"9'-5"6'-0 1/2"
HANGAR DOOR
RAIL DRAINAGE,
SEE DETAIL /DETAIL C1 S-308
C1
S-306
C1
S-306
SIM.
39'-0" 37'-8"
TRENCH DRAIN
RAIL DRAIN
DIMENSIONS
EDGE OF
RAIL POCKET
T/ SLAB
ELEV. = 99'-4"
EDGE OF
RAIL POCKET
ILDFA FLOOR,
SEE NOTE 11
B1
S-305
S-221
C1
S-221
C2
S-209
A1
S-209
C1
S-208
A3
S-208
C3
S-221
C3
S-205
C1
S-205
A2
38'-2" 38'-2"
TRENCH
DRAIN L.P.
TRENCH
DRAIN H.P. 38'-2"
TO DRAIN L.P.
/2
/2
/2
/2
C1
S-307 -E
.O .S
/8
E.O.S.
1'-10 5/8"
E.O.S.
1'-6 5/8"
6'-4 3/4"
B1
S-304
2'-6"
8" CMU
WALL
12" CMU WALL
8" CMU WALL
8" CMU
WALL
C1
S-305
C3
S-305
HSS8x8
F7x7
97'-9"
HSS8x8
F7x7
97'-9"
HSS8x8
F7x7
97'-9"
HSS8x8
F7x7
97'-9"
HSS6x6
F7x7
97'-9"
7'-0" 7'-0" 97'-0"
F14x14
6'-0" 6'-0"
95'-6"
F10x12
8'-0" 6'-0"
97'-0"
F14x14
TRENCH
DRAIN H.P.
97'-0"
F10x24 97'-0"
F12x24
S-223
C3
S-205
A3
C1
S-304
RAMP FROM ELEV. 100'-0" TO
MATCH HANGAR FLOOR
SLAB, SEE DETAIL /DETAIL B1 S-402
B3
S-305
B3
S-305
ILDFA TRENCH
ILDFA TRENCH
A1
S-305
A3
S-305
TYP.
S L A
B
5" S.O.G., T/ SLAB
ELEV. = 99'-4"
S L A
B
97'-0"
F14x14
T R
U E
N
PLAN
NORTHA B C
D E F G
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D W
A S
H
IN
G T
O N
W A
S H
IN
G
T O
N N
A V
Y Y
A R
D
D .C
AS NOTED
3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092
GENERAL SHEET NOTES
GRAPHIC SCALE(S)
KEY PLAN
W A
S H
IN
G
T O
N D
C C
O R
E
N A
V A
L A
IR
S
T A
T
IO
N P
A T
U X
E N
T R
IV
E
R S
T . M
A R
Y 'S
C O
U N
T Y
, M D
F Y
M
IL
C O
N P
1737036
Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No. 50631 Expiration Date: February 26, 2025
CONTROLLED UNCLASSIFIED INFORMATION
C O
N T
R O
L L E
D U
N C
L A
S S
IF
IE
D I
N F
O R
M A
T
IO
N
CONTROLLED UNCLASSIFIED INFORMATION
C O
N T
R O
L L E
D U
N C
L A
S S
IF
IE
D I
N F
O R
M A
T
IO
N
APPROVED BY ELAINE DORRANS
VIA SAT-TO FORM SIGNATURE
12/13/2024
CHRISTINE RUTKOWSKI, PE
PRODUCTION DIRECTOR
TC
PM/CN
SS
DM
/1
/2
:5
:3
A
M
C U s e rs
\h a n s e lm a n m
\D o c u m e n ts \B
L D
G -P
-1
-S m a rk h a n s e lm a n
.r v t
S-101D
F O
U N
D A
TI
O
N P
LA
N
A
R E
A D
WPH
13155892
MWH SP
A
IR
C R
A F
T D
E V
E
LO
P M
E N
T A
N D
M A
IN
T
E N
A N
C E
F A
C
IL
IT
Y
S -1
D
100% FINAL SUBMITTAL
SCALE:
4' 8' 16'0
1/8" = 1'-0"
SCALE: 1/8" = 1'-0"A1
FOUNDATION PLAN - AREA D
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
R
E V
. C
LA
R
IF
IC
A
T
IO
N
R E
F E
R T
O P
P I #
/1
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M
W H
| Sheets |
| S-101A - FOUNDATION PLAN - AREA A |
| S-101D - FOUNDATION PLAN - AREA D |
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