Amendment 0003 - A-116 REV1.pdf
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- Solicitation number
- N4008526R0002
About this file
This is an architectural roof plan drawing (Sheet A-116) for the P-995 Composite Repair Facility at Marine Corps Air Station Cherry Point, North Carolina, prepared by the Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic.
The roof plan depicts a comprehensive roofing system incorporating multiple roofing types and drainage elements. The facility features low-slope modified membrane roofing as the primary roof covering, with curved roof areas utilizing standing seam metal roofing sloped at 1/2 inch per foot. Metal box gutters (8" x 8" and 10" x 10") with 5" wide x 4" deep downspouts manage water drainage, supplemented by splash blocks and formed metal diverters at gutter corners. The plan includes tapered insulation saddles with minimum 1/2 inch per foot slope, masonry parapet walls with metal caps, and roof walkpads (4' x 2') constructed of roof membrane cap ply material spaced 4 inches apart for drainage. Canopy roof sections are covered with low-slope modified membrane roofing. The drawing references multiple specification sheets (A-201, A-302, A-504, A-505, A-306, A-308, A-508) and uses a scale of 1" = 20'-0". The document was approved on December 24, 2025, with an amendment dated April 7, 2026, and was prepared under Naval Facilities Engineering Systems Command authority for federal construction purposes.
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Text version
A-201
D1
A-201
C1
A-201
B1
CURVED ROOF AREA: STANDING
SEAM METAL ROOFING
SLOPE DOWN
CURVED ROOF AREA: STANDING
SEAM METAL ROOFING
S
LO
P E
D O
W N
SLOPE DOWN
1/2" per FOOT
SLOPE DOWN
1/2" per FOOT
SLOPE DOWN
1/2" per FOOT
S
LO
P E
D O
W N
1/
2" p er F
O O
T
S
LO
P E
D O p er F
O O
T
S
LO
P E
D O p er F
O O
T
SLOPE DOWN
1/2" per FOOT
SLOPE DOWN
1/2" per FOOT
SLOPE DOWN
1/2" per FOOT
LOW SLOPE MODIFIED
MEMBRANE ROOFING
LOW SLOPE MODIFIED
MEMBRANE ROOFING
CANOPY ROOF:
LOW SLOPE MODIFIED
MEMBRANE ROOFING
CANOPY ROOF:
LOW SLOPE MODIFIED
MEMBRANE ROOFING
LOW SLOPE MODIFIED
MEMBRANE ROOFING
LOW SLOPE MODIFIED
MEMBRANE ROOFING
LOW SLOPE MODIFIED
MEMBRANE ROOFING
LOW SLOPE MODIFIED
MEMBRANE ROOFING
MASONRY PARAPET WALL
(HORIZONTAL) WITH METAL
PARAPET CAP
MASONRY PARAPET WALL
(HORIZONTAL) WITH METAL
PARAPET CAP
A3
A-302
TAPERED INSULATION
SADDLE - MIN. 1/2" per FOOT
3 3
C4
A-504
A4
A-504
C4
A-504
A2
A-504
C2
A-504
C2
A-504
C2
A-504
C2
A-504
C2
A-504
C2
A-504
C2
A-504 C2
A-504
C1
A-504
C1
A-504
A2
A-504
C4
A-504
A4
A-504
C4
A-504C3
A-505
C1
A-505
C1
A-505
SIMILAR
C3
A-505
C3
A-308
B1
A-306
A-508
TYP.
TYP.
TYP.
1 METAL BOX GUTTER: 8" x 8" W/ 5" WIDE x 4" DEEP DOWNSPOUTS, TYPICAL
METAL BOX GUTTER: 10" x 10" W/ 5" WIDE x 4" DEEP
DOWNSPOUTS, TYPICAL
PROVIDE FORMED METAL DIVERTER AT GUTTER CORNER
SINGLE 5" WIDE x 4" DEEP DOWNSPOUT TO GROUND, FROM
UPPER ROOF
SINGLE 5" WIDE x 4" DEEP DOWNSPOUT TO LOWER ROOF
BELOW. PROVIDE SPLASH BLOCK ON MEMBRANE WALKPAD
BELOW
ROOF WALKPADS: WALKPADS ARE ROOF MEMBRANE CAP PLY
MATERIAL ADHERED TO OVERALL ROOF CAP PLY. WALKPADS
ARE INDICATED IN PLAN AS 4'-0" LONG x 2'-0" WIDE SPACED 4"
APART FOR DRAINAGE BETWEEN. NOTE THAT PLAN LAYOUT IS
DIAGRAMMATIC IN NATURE- EXTEND TO EACH ROOFTOP
EQUIPMENT ITEM AS INDICATED.
KEYED CONSTRUCTION NOTES
APPLY TO THIS SHEET ONLY
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
STA. PROJ. 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
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
D E S
IG
N A
N D
C O
N S T R U
C T
IO
N
D C
C O
R E
N A V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
A
IR
S T
A T
IO
N
C H
E R
R Y
P O
IN
T
N
C
F ile
P ri n t
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
NO
IT
AR
OP
RO
C
LAR
CAROLINANORTH
50679
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
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ORA
N O
R
T H
C
N
D A
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N
DE
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ER
III
C
N
NRB E
E W
AS INDICATED
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
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ID
A T
L A
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IC
Approved by Erik A. Lewis, Infrastructure Engineering Branch Head, FRCE Cherry Point via Electronic Signature
C U s e rs \g ri ff it h \D o c u m e n ts
\2
A
R C
H g ri ff ith m b fa rc h it e c ts
.c o m .r v t
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:3 :5
P
M
R O
O F
P L
A N
A-116
1692230
P -9
C
O M
P O
S
IT
E R
E P
A
IR
F A
C
IL
IT
Y
12938274
12/24/2025
DLG DLG DJE
KTB/SOM
CGM
JWJ
HPN
24 DECEMBER 2025
SCALE: 1" = 20'-0"
A3
ROOF PLAN
N
GRAPHIC SCALE: 1"=20'
20' 0 40'20'
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
A m e n d m e n t
.0
.0
| Sheets |
| A-116 - ROOF PLAN |
| 2026-04-14T12:26:39-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
2026-04-14T12:27:22-0400
File details come from the government source that posted it. Updated .