Attachment M - Amendment 003 Drawings 2 of 2.pdf
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- Solicitation number
- N4008526R0020
About this file
This is an architectural drawing document containing door and frame schedule types and details for a forklift charging station project at Naval Weapons Station Yorktown, Virginia.
The document specifies five door installations (101A through 101E) with detailed technical specifications and construction requirements. Doors 101A and 101B are single flush door panels (D1 type) measuring 3'-0" wide by 7'-4" high with 1¾" hollow metal construction and fire-rated hollow metal frames. Doors 101C, 101D, and 101E are overhead coiling doors (D2 type) measuring 10'-0" wide by 10'-0" high with 1" stainless steel construction and structural steel frames. All doors are part of a reinforced concrete and masonry wall assembly that includes continuous fluid-applied air barriers, R-9.5 rigid insulation, 4" filled ground face concrete masonry units (CMU), horizontal joint reinforcing, control joints with shear keys, and continuous sealant applications. The construction details specify galvanized steel components, non-combustible thermal breaks, insulated closure strips, and brush seals for weather protection. The project is under the Department of the Navy Naval Facilities Engineering Systems Command Mid-Atlantic division and was approved by LCDR Vince Del Greco, ROICC. The drawing is dated June 11, 2026, with revision date of August 25, 2020, and includes comprehensive specifications for jamb anchors, frame installation, masonry bond beam lintels, and sealant applications at all frame-to-partition interfaces.
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Text version
D1
SINGLE FLUSH
DOOR PANEL
7' -4
U
O N
, S E
E S
C H
E D
U
LE
D H
E
IG
H T
SEE SCHEDULED WIDTH
3'-0" UON
S C
H E
D U
LE
D
H E
IG
H
T
SEE SCHEDULED WIDTH
10'-0" UON
D2
OVERHEAD
COILING DOOR
2"
WIDTH
SCHEDULED 2"
2" S
C H
E D
U
LE
D H
E
IG
H T
F1
HM - DBL RABBET
W/ 2" HEAD
A
A
CONTINUOUS FLUID APPLIED
AIR BARRIER - VAPOR
PERMEABLE
4" FILLED GROUND FACE CMU
R-9.5 RIGID INSULATION
HORIZONTAL JOINT
REINFORCING, DISCONTINUE AT
CONTROL JOINT
CONTINUOUS SEALANT AND
BACKER ROOD, BOTH SIDES
WHERE APPLICABLE
8" OR 12" CMU REINFORCED SEE
STRUCTURAL DWGS
PREMOLDED CONTINUOUS
CONTROL JOINT - SHEAR KEY FULL
HEIGHT OF MASONRY WALL
GALVANIZED HORIZ JOINT
REINFORCEMENT W/
ADJUSTABLE BRICK TIES
PREMOLDED CONTINUOUS
CONTROL JOINT - SHEAR KEY FULL
HEIGHT OF GROUND FACE CMU
5/
8"
3/ 4"
5/
8"
1' -4
DOUBLE RABBET W/ 2" FACE
2"
AS SCHEDULED
1/2" THROAT OPENING 1/2"
A
OVERHEAD METAL COILING
DOOR AS INDICATED - SEE
SCHEDULE ON A-601A
12" CMU REINFORCED
SEE STRUCTURAL
DWGS
4" INSULATED METAL
PANELS
BOND BEAM LINTEL,
SEE STRUCTURAL
MFR STANDARD STEEL
ANGLE DOOR GUIDE
ASSEMBLY BEYOND
1/2" EDGE DRIP
FLUID APPLIED AIR
BARRIER - VAPOR
PERMEABLE
NON COMBUSTIBLE THERMAL
BREAK AND INSULATED
CLOSURE STRIP AND BRUSH
SEAL BOTH SIDES
12" CMU REINFORCED
SEE STRUCTURAL DWGS
FLUID APPLIED AIR AND
WATER BARRIER
4" INSULATED METAL
PANELS
SET DOOR TRACK IN
CONTINUOUS BEADS OF
PARALLEL SEALANT
CONTINUOUS OVER-HEAD
DOOR TRACK
NON COMBUSTIBLE
THERMAL BREAK AND
INSULATED CLOSURE
STRIP AND BRUSH
SEAL BOTH SIDES
INSULATED OVERHEAD
DOOR
INSULATED OVERHEAD
DOOR ASSEMBLY
6" INTERIOR
REINFORCED SLOPED
CONCRETE SLAB
DOOR TRACK
GALVANIZED STEEL
CHANNEL FRAME
12" CMU REINFORCED
WALL BEYOND
5/8" 2 3/8"
2"
4"
1/ 2"
1/ 2"
8" CMU REINFORCED SEE
STRUCTURAL DWGS
4" GROUND FACE CMU
BACKER ROD AND SEALANT,
BOTH SIDES
R-9.5 RIGID INSULATION
PROVIDE CMU JAMB BLOCKS
8" CMU REINFORCED SEE
STRUCTURAL DWGS
BOND BEAM LINTEL, SEE
STRUCTURAL
4" INSULATED METAL
PANELS
BACKER ROD AND SEALANT,
BOTH SIDES
METAL PANEL CLOSURE TRIM,
FLASHING WITH 1/2" EDGE
DRIP
11 5/8"
5/ 8"
2" 3/
8"
2"10"
FLUID APPLIED AIR AND
WATER BARRIER
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.:
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C O
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A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
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A-601B
D O
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D F
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D U
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T Y
P E
S A
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D E
T A
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12942170
GJR GJR
03/26/2026
F O
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H A
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IN
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A T
IO
N
MME/WJW
1737010
Y O
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IR
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IN
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N A
V A
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P O
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S T
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JWJ
DJD
HPN
M
ID
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IN
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S
Approved by LCDR VINCE DEL GRECO, ROICC with PWD
YORKTOWN, via Email, DOOR AND FRAME SCHEDULE REMARKS
3" = 1' - 0" 0 3" 6" 1'
1/4" = 1' - 0" 0 5' 10' 15'1'
GRAPHIC SCALE(S)
SCALE: 1/4" = 1'-0"
DOOR TYPES
SCALE: 1/4" = 1'-0"
FRAME TYPES
SCALE: 3" = 1'-0"
A3
MASONRY CONTROL JOINT (CJ) DETAIL
SCALE: 3" = 1'-0"
HOLLOW METAL
FRAME PROFILE
GENERAL DOOR NOTES:
A. HOLLOW METAL FRAMES INCLUDE HOLLOW METAL CASED OPENINGS,
WINDOW, DOOR FRAMES.
B. FIELD VERIFY ALL OPENING DIMENSIONS FOR FRAMES PRIOR TO
FABRICATION.
C. PROVIDE JAMB ANCHORS AT ALL DOORS. PROVIDE A MINIMUM OF ONE
ANCHOR FOR EACH 2’-0” OF FRAME OPENING HEIGHT - MINIMUM (3) PER
JAMB.
D. PROVIDE A CONTINUOUS BEAD OF SEALANT AT BOTH SIDES OF ALL
FRAMES WHERE FRAME ABUTS THE PARTITION.
E. AT STANDARD MASONRY WALLS, FILL DOOR FRAME SOLID WITH MORTAR,
UNLESS OTHERWISE NOTED.
F. REFERENCE STRUCTURAL DRAWINGS FOR CMU BOND BEAM LINTELS.
DOOR AND FRAME SCHEDULE
D O
O R
N O
DOOR FRAME
F
IR
E R
A
TI
N G
H A
R D
W A
R E
S E
T N
O
R E
M A
R K
S
T Y
P E
SIZE
M A
TE
R
IA
L
T Y
P E
M A
TE
R
IA
L
DETAILS
W
ID
TH
H E
IG
H
T
T H
IC
K
N E
S S
HEAD JAMB SILL
COURSING AT SOUTH ELEVATION WALL
101A D1 3'-0" 7'-4" 1 3/4" HM F1 HM B3 B2 - - 1
101B D1 3'-0" 7'-4" 1 3/4" HM F1 HM B3 B2 - - 1
101C D2 10'-0" 10'-0" 1" SS - - STL C1 B1 A1 - - 2
101D D2 10'-0" 10'-0" 1" SS - - STL C1 B1 A1 - - 2
101E D2 10'-0" 10'-0" 1" SS - - STL C1 B1 A1 - - 2
SCALE: 3" = 1'-0"
C1
OVERHEAD COILING DOOR HEAD
SCALE: 3" = 1'-0"
B1
OVERHEAD COILING DOOR JAMB
SCALE: 3" = 1'-0"
A1
OVERHEAD COILING DOOR SILL
SCALE: 3" = 1'-0"
B2
MASONRY CAVITY WALL JAMB DETAIL
SCALE: 3" = 1'-0"
B3
METAL PANEL AND MASONRY HM HEAD
HM = HOLLOW METAL
SS = STAINLESS STEEL
STL = STRUCTURAL STEEL
A
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
A D
O O
R A
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F R
A M
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C H
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U L E
U P
D A
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| Sheets |
| A-601B - DOOR AND FRAME SCHEDULE TYPES AND DETAILS |
| 2026-06-17T15:19:32-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
2026-06-17T15:21:31-0400
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