WWYK263009_65 Drawings_Volume 1_Part7_Part2.pdf
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- Solicitation number
- W912BV25S0014
About this file
This file contains architectural drawings showing detailed door, frame, and partition construction details for the Bomber Agile Common Hangar project at Tinker Air Force Base. The drawings include specifications for various door types including hollow metal doors, overhead coiling doors, storm shutters, vertical folding partitions, and hangar doors.
The drawings provide extensive technical details including frame profiles, elevations, thresholds, jambs, headers, and hardware requirements. Key specifications include STC ratings up to 50, fire ratings up to 90 minutes, and specialized requirements for FEMA-rated storm shelter doors. The door schedule indicates over 100 door assemblies of various types and sizes, including single and double doors ranging from 3'-0" to 20'-0" wide. Construction details show integration with different wall types including CMU, metal stud, and precast concrete walls. Specific attention is given to acoustic sealing, weatherstripping, and force protection requirements for exterior doors. The drawings are marked as 65% design documents dated November 20, 2024, prepared by Larson Design Group for the US Army Corps of Engineers Tulsa District.
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Text version
1.5
L.5
1/
4"
3/ 4"
1' -0
1'-9"
9 1/4" 11 3/4"
2-1/2" METAL STUDS
5/8" GYPSUM SHEATHING
8" X 8" X 16" CMU
2-1/2" METAL STUDS
5/8" GYPSUM SHEATHING
2-1/2" METAL STUDS 5/8" GYPSUM SHEATHING
3-5/8" METAL STUDS
2-1/2" METAL STUDS
5B
5B
5B
5D
5B
5D
STEEL COLUMN, RE:
STRUCT.
L.5
1' -0
1/
4"
3/ 4"
1'-9" 1 3/4"
9 3/4" 11 1/4"
5/8" GYPSUM SHEATHING
3-5/8" METAL STUDS
6" METAL STUDS
5/8" GYPSUM SHEATHING
DOOR AND FRAME - PER
PLAN
6" METAL STUDS
2-1/2" METAL STUDS
STEEL COLUMN, RE:
STRUCT.
5D
5B
5D
3G
5/8" CEMENTITIOUS BACKER
UNIT
5/8" GYPSUM WALLBOARD
5/8" GYPSUM WALLBOARD
M
1.5
1' -1
5/
8"
1'-9"
9 1/4" 11 3/4"
3C
5D
5D
5D
3-5/8" METAL STUDS
5/8" GYPSUM SHEATHING
3-5/8" METAL STUDS
3-5/8" METAL STUDS
5/8" GYPSUM SHEATHING
M
5/8" GYPSUM WALLBOARD
3-5/8" METAL STUDS
ALUMINUM-FRAMED
ENTRANCES AND
STOREFRONTS
1' -8
3C
5D3A
PRECAST STRUCTURAL
CONCRETE PANEL
BOARD INSULATION
BRICK VENEER MASONRY 5/8" TYPE "X" GYPSUM
WALLBOARD
3-5/8" METAL STUDS
5/8" TYPE "X" GYPSUM
WALLBOARD
PRECAST ARCHITECTURAL
CONCRETE
3-5/8" METAL STUDS
5/8" GYPSUM WALLBOARD
CORNER BEAD
5/8" GYPSUM WALLBOARD
AT/FP-COMPLIANT ALUMINUM
AND GLASS WINDOW SYSTEM
L.5
2-1/2" METAL STUDS
5/8" GYPSUM SHEATHING
8" X 8" X 16" CMU
2-1/2" METAL STUDS
ALUMINUM-FRAMED
ENTRANCES AND
STOREFRONTS
5/8" GYPSUM SHEATHING
2-1/2" METAL STUDS
3-5/8" METAL STUDS
5B
5D
5D
5B
5B
3-5/8" METAL STUDS
3/
4"
3/ 4"
CORNER BEAD
5/8" GYPSUM WALLBOARD
5/8" GYPSUM WALLBOARD
2'-2"
1.5
M.4
2.3
NOTE:
TYPE "X" GYPSUM WALLBOARD
TO BE CONTINUOUS AT FIRE
RATED PARTITIONS, TYP.
4" J RUNNER
1" GYPSUM SHAFT LINER
1" GYPSUM SHAFT LINER
3 5/8" METAL STUD FRAMING
5/8" TYPE "X" GYPSUM
WALLBOARD
2 LAYERS 5/8" GYPSUM BOARD
ON EACH SIDE
6" CH STUDS
1" GYPSUM SHAFT LINER
3-5/8" METAL STUDS
2 LAYERS 5/8" GYPSUM BOARD
ON EACH SIDE
4" CH STUDS
9" 9"
3/4" TYPE "X" GYPSUM
WALLBOARD
2 LAYERS 5/8" GYPSUM BOARD
ON EACH SIDE
2 LAYERS 5/8" GYPSUM BOARD
ON EACH SIDE
2-1/2" METAL STUDS
5/8" GYPSUM WALLBOARD
1" GYPSUM SHAFT LINER
3/4" GYPSUM WALLBOARD
CORNER BEAD
3/4" GYPSUM WALLBOARD
4" CH STUDS
1" GYPSUM SHAFT LINER
5"
2-1/2" METAL STUDS
5/8" GYPSUM WALLBOARD
5B
2A
2A
5S.3
9"
1/ 4"
1'-2"
5/8" TYPE "X" GYPSUM
WALLBOARD
6" METAL STUDS
1" GYPSUM SHAFT LINER
3/4" GYPSUM WALLBOARD
4" J RUNNER
5B3J
5B
2A
M.4
4 1/2" 6 1/2"
11"
1' -7
5"
DOOR AND FRAME - PER PLAN
5D
5B
3D
3 5/8" METAL STUD FRAMING
5/8" GYPSUM WALLBOARD
3 5/8" METAL STUD FRAMING
2-1/2" METAL STUDS
STEEL COLUMN, RE: STRUCT.
1 3/4"
5D
CORNER BEAD
5/8" GYPSUM WALLBOARD
5/8" GYPSUM WALLBOARD
5/8" GYPSUM WALLBOARD
3 1/2" MINERAL WOOL BATT
INSULATION, FASTENED TO
PREVENT VOIDS
5/8" GYPSUM WALLBOARD
3 5/8" METAL STUD FRAMING
5/8" GYPSUM WALLBOARD
3-5/8" METAL STUDS
ACOUSTICAL SEALANT BOTH
SIDES
ACOUSTIC PERIMETER SEALS
L.5
2.3
5 1/2" 1'-9"
3/
4"
1/ 4"
1' -0
4" 1'-5"
3-5/8" METAL STUDS
5/8" GYPSUM SHEATHING
3-5/8" METAL STUDS
5/8" GYPSUM SHEATHING
3-5/8" METAL STUDS
5/8" GYPSUM SHEATHING 5D
5D
5D
3A 5D
5D
2.3
ELEV
E1
7 1/2" 1'-9"
4" 1'-5"
1' -0
5D
5D
5D
5S.3
5S.3
1" GYPSUM SHAFT LINER
5/8" GYPSUM SHEATHING
3-5/8" METAL STUDS
3-5/8" METAL STUDS
5/8" GYPSUM SHEATHING
1' -0
5/8" TYPE "X" GYPSUM
WALLBOARD
1" GYPSUM SHAFT LINER
6" CH STUDS
6" CH STUDS
6" CH STUDS
5/8" TYPE "X" GYPSUM
WALLBOARD
6" J RUNNER
6" J RUNNER
FEC
1'-9"
9 3/4" 11 1/4"
1' -0
6"
3D
5D
5D
5D
3-5/8" METAL STUDS
5/8" GYPSUM WALLBOARD
3-5/8" METAL STUDS
1' - 1 191/256"
1' -6
5/8" TYPE "X" GYPSUM
WALLBOARD
5D
3D
3-5/8" METAL STUDS
5/8" GYPSUM WALLBOARD
M.4
2.3
3/
4"
1'-6"
9" 9" 7"
6"
6 1/2"
5/8" TYPE "X" GYPSUM
WALLBOARD
1" GYPSUM SHAFT LINER
6" CH STUDS
5/8" TYPE "X" GYPSUM
WALLBOARD
3-5/8" METAL STUDS
6" CH STUDS
1" GYPSUM SHAFT LINER
5/8" TYPE "X" GYPSUM
WALLBOARD
1" GYPSUM SHAFT LINER
4" J RUNNER
6" J RUNNER
5S.1
3C
5S.3
5S.1
5S.1
5S.1
5/8" TYPE "X" GYPSUM
WALLBOARD
1" GYPSUM SHAFT LINER
CORNER BEAD5/8" TYPE "X" GYPSUM
WALLBOARD
5/8" TYPE "X" GYPSUM
WALLBOARD
CORNER BEAD
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OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
6" 1'-0" 2'-0"
1 1/2" = 1'-0"
A-510
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-D
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B O
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A G
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C O
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W W
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1 1/2" = 1'-0"A4
PLAN DETAIL
1 1/2" = 1'-0"A10
PLAN DETAIL
1 1/2" = 1'-0"D4
PLAN DETAIL
1 1/2" = 1'-0"D1
PLAN DETAIL
1 1/2" = 1'-0"A1
PLAN DETAIL
1 1/2" = 1'-0"G4
PLAN DETAIL
1 1/2" = 1'-0"G10
PLAN DETAIL
1 1/2" = 1'-0"A7
PLAN DETAIL
1 1/2" = 1'-0"D7
PLAN DETAIL
1 1/2" = 1'-0"D10
PLAN DETAIL
1 1/2" = 1'-0"1
PLAN DETAIL
D E
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N
/2
/2
J.3
1' -6
/2
STEEL COLUMN, RE: STRUCT.
3 5/8" METAL STUD FRAMING
3 5/8" METAL STUD FRAMING
5/8" GYPSUM WALLBOARD
5/8" GYPSUM WALLBOARD
5/8" GYPSUM WALLBOARD
5J
5J
5J
9D
5B
2-1/2" METAL STUDS
CORNER BEAD
1' -6
M.1
1/
2"
1/ 2"
5.8
1'-6"
8 1/2" 9 1/4"
5/8" TYPE "X" GYPSUM
WALLBOARD
3 5/8" METAL STUD FRAMING
5/8" GYPSUM SHEATHING
3 5/8" METAL STUD FRAMING
5/8" GYPSUM SHEATHING
1" GYPSUM SHAFT LINER
4" J RUNNER
4" J RUNNER
1" GYPSUM SHAFT LINER
1" GYPSUM SHAFT LINER
STEEL COLUMN, RE: STRUCT.
3A
3A
5S.2
5S.2
5S.2
N
N.1
1/
4" 9"
1' -5
/4
8" 8 1/4"
1'-4 1/4"
5/8" GYPSUM SHEATHING
2-1/2" METAL STUDS8" X 8" X 16" CMU
3-5/8" METAL STUDS
5/8" GYPSUM SHEATHING
5/8" GYPSUM SHEATHING
3-5/8" METAL STUDS
STEEL COLUMN, RE: STRUCT.
5E
5E
5E
5B
G.9
9 1/2"
1/
4" 9"
1'-7 1/4"
9 1/2" 9 3/4" 5/8" TYPE "X" GYPSUM
WALLBOARD
4" J RUNNER
1" GYPSUM SHAFT LINER
5/8" TYPE "X" GYPSUM
WALLBOARD
4" J RUNNER
STEEL COLUMN, RE: STRUCT.
5/8" GYPSUM SHEATHING
2-1/2" METAL STUDS
5/8" TYPE "X" GYPSUM
WALLBOARD
3-5/8" METAL STUDS
DOORS AND FRAMES
5S.1
5S.1
5S.1
5B
3C
1' -3
/4
J
1'-7"
9 1/2" 9 1/2"
5"
3/ 4"
1' -1
/4
5S.1
5S.1 5S.1
5S.1
1" GYPSUM SHAFT LINER
5/8" TYPE "X" GYPSUM
WALLBOARD
1" GYPSUM SHAFT LINER
5/8" TYPE "X" GYPSUM
WALLBOARD
STEEL COLUMN, RE: STRUCT.
4" CH STUDS
H.1
1'-5"
8 1/2" 8 1/2"
5/8" GYPSUM SHEATHING
3 5/8" METAL STUD FRAMING
5/8" GYPSUM SHEATHING
5/8" GYPSUM SHEATHING
3 5/8" METAL STUD FRAMING
5/8" TYPE "X" GYPSUM
WALLBOARD
6" METAL STUDS
9D
5J 5J
5J
5.8
5 3/4" 2'-6"
2'-9 1/2"
7" 3A
5D
3J
RECESSED FIRE
EXTINGUISHER CABINET
6" METAL STUDS
5/8" GYPSUM SHEATHING
5/8" GYPSUM SHEATHING
3 5/8" METAL STUD FRAMING
3 5/8" METAL STUD FRAMING
5/8" GYPSUM SHEATHING
BLOCKING AS REQ'D
1' -4
L
1.6
2'-7"
7 3/4" 10
/4
5/8" GYPSUM SHEATHING
3 5/8" METAL STUD FRAMING
5/8" GYPSUM SHEATHING
3 5/8" METAL STUD FRAMING
5/8" GYPSUM SHEATHING
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SCALE:
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OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
6" 1'-0" 2'-0"
1 1/2" = 1'-0"
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1 1/2" = 1'-0"D7
PLAN DETAIL
1 1/2" = 1'-0"D4
PLAN DETAIL
1 1/2" = 1'-0"G4
PLAN DETAIL
1 1/2" = 1'-0"G1
PLAN DETAIL
1 1/2" = 1'-0"D1
PLAN DETAIL
1 1/2" = 1'-0"A7
PLAN DETAIL
1 1/2" = 1'-0"A4
PLAN DETAIL
1 1/2" = 1'-0"A1
PLAN DETAIL
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1/
2"
5/8" TYPE "X" GYPSUM
WALLBOARD
3C
3C
5S.3
5S.3
3A
5D
5/8" TYPE "X" GYPSUM
WALLBOARD
6" CH STUDS
1" GYPSUM SHAFT LINER
5/8" TYPE "X" GYPSUM
WALLBOARD
3-5/8" METAL STUDS
6" J RUNNER
DOORS AND FRAMES
DOORS AND FRAMES
1.5
R.3
2" 8"
9" 9"
5/8" TYPE "X" GYPSUM
WALLBOARD3 5/8" METAL STUD FRAMING
5/8" TYPE "X" GYPSUM
WALLBOARD
3 5/8" METAL STUD FRAMING
STEEL COLUMN, RE: STRUCT.
3D
5G 5G
R.3
8" 8"
1' -4
1'-6"
9" 9"
5/8" GYPSUM SHEATHING
3 5/8" METAL STUD FRAMING
5/8" GYPSUM SHEATHING
6" METAL STUDS
3 5/8" METAL STUD FRAMING
3 5/8" METAL STUD FRAMING
5/8" GYPSUM SHEATHING
5E
5E
5E
3A
5E
3J
2.8
E.7
32.9
5'-4"
8 1/2" 2'-2 3/4" 1'-3 1/4" 1'-1 3/4"
/4
3/
4"
1/ 4"
STEEL COLUMN, RE: STRUCT.
5/8" GYPSUM SHEATHING
3 5/8" METAL STUD FRAMING
5/8" GYPSUM SHEATHING
INSULATED METAL WALL
PANELS
6" METAL STUDS
5/8" GYPSUM SHEATHING
3 5/8" METAL STUD FRAMING 5D
5D
3A
3.5
E.71' -2
/4
3/
4"
1/ 2"
4 1/2" 8"
5/8" GYPSUM WALLBOARD
6" METAL STUDS
3 5/8" METAL STUD FRAMING
5/8" GYPSUM WALLBOARD
STEEL COLUMN, RE: STRUCT.
3 5/8" METAL STUD FRAMING
INSULATED METAL WALL
PANELS
PREFINISHED METAL JAMB
EXTRUSION SET IN CONT.
SEALANT
AT/FP-COMPLIANT ALUMINUM
FIXED WINDOWS
BACKER ROD W/ SEALANT
3A
5D
5D 5D
CORNER BEAD
CORNER BEAD
5/8" GYPSUM WALLBOARD
1.5
E.7
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3817 NW EXPRESSWAY
SUITE 840
OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
6" 1'-0" 2'-0"
1 1/2" = 1'-0"
A-512
P L A
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M B
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1 1/2" = 1'-0"C
PLAN DETAIL
1 1/2" = 1'-0"C1
PLAN DETAIL
1 1/2" = 1'-0"C4
PLAN DETAIL
1 1/2" = 1'-0"A4
PLAN DETAIL
1 1/2" = 1'-0"A9
PLAN DETAIL
1 1/2" = 1'-0"A1 Detail 10
D E
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N
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LINE OF STRUCT. DECK
TAPE AND BED GWB
ONLY ABOVE CEILING
EACH SIDE
CEILING MATERIAL AS
SCHEDULED
WALL FINISH AS
SCHEDULED
SOUND ATTENUATION
BATTS AS REQ'D
5/8" GWB EACH SIDE OF
METAL STUDS AT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
C E
IL
IN
G H
E
IG
H T
R E
: F
IN
IS
H
S C
H E
D U
LE
LINE OF STRUCT. DECK
TAPE AND BED GWB
ONLY ABOVE CEILING
EACH SIDE
CEILING MATERIAL AS
SCHEDULED
WALL FINISH AS
SCHEDULED
SOUND ATTENUATION
BATTS AS REQ'D
2 LAYERS 5/8" GWB EACH
SIDE OF METAL STUDS
AT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
C E
IL
IN
G H
E
IG
H T
R E
: F
IN
IS
H
S C
H E
D U
LE
LINE OF STRUCT. DECK
TAPE AND BED GWB
ONLY ABOVE CEILING
CEILING MATERIAL AS
SCHEDULED
WALL FINISH AS
SCHEDULED
5/8" GWB ONE SIDE OF
METAL STUDS AT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
C E
IL
IN
G H
E
IG
H T
R E
: F
IN
IS
H
S C
H E
D U
LE
F
LO
O R
T O
S T
R U
C T
U R
E , R
E : F
IN
IS
H S
C H
E D
U
LE
C E
IL
IN
G H
E
IG
H T
R E
: F
IN
IS
H
S C
H E
D U
LE
4"
M
IN
LINE OF STRUCT. DECK
3-5/8" METAL STUDS
AT 48" O.C.
(ALTERNATING)
CEILING MATERIAL AS
SCHEDULED
WALL FINISH AS
SCHEDULED
5/8" GWB EACH SIDE OF
METAL STUDS AT 16" O.C.
BASE AND FLOORING
AS SCHEDULED
F
LO
O R
T O
S T
R U
C T
U R
E , R
E : F
IN
IS
H S
C H
E D
U
LE
GENERAL NOTES:
TYPE MARK 1 SERIES TYPE MARK 2 SERIES TYPE MARK 3 SERIES TYPE MARK 4 SERIES
A-602
C7
A-602
C7
A-602
C7
A-602
H1
A-602
H7
A-602
H1
A-602
E1
A-602
H7
1. NOT ALL PARTITION TYPES SHOWN HERE MAY BE USED.
REFER TO INTERIOR PARTITION SCHEDULE AND PLANS
FOR LOCATION AND TYPES OF EACH PARTITION.
2. PAINT CONTINUOUS 1/2" STROKE, 4" TALL, STENCILED
LETTERS IN CONTRASTING COLOR, ABOVE CEILING, ON
BOTH SIDES OF ALL FIRE AND SMOKE WALLS
DESIGNATING THE PARTITION RATING INDICATED ON THE
LIFE SAFETY PLAN. LABELING SHALL CONSIST OF TYPE OF
CONSTRUCTION, PREFACED BY THE HOURS FOR WHICH IT
IS RATED. LOCATE WITHIN 15' OF THE END OF EACH WALL
AND AT INTERVALS NOT EXCEEDING 20' MEASURED
HORIZONTALLY ALONG THE PARTITION.
3. PROVIDE IMPACT RESISTANT GYPSUM BOARD FROM
FINISH FLOOR TO 8'-0" AT VESTIBULE, CORRIDORS, STAIRS,
AND AS NOTED IN ROOM FINISH SCHEDULE ON AF601.
4. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS
FOR LOCATIONS OF ALL WALL TILE. PROVIDE AND INSTALL
CEMENTITIOUS BACKER BOARD IN LIEU OF GWB AT ALL
SCHEDULED TILE LOCATIONS. UNLESS NOTED OTHERWISE,
TILE SHALL BE INSTALLED PER TILE COUNCIL OF AMERICA
LATEST STANDARDS FOR EACH TYPE OF BACKING
MATERIAL REPRESENTED IN WALL/PARTITION AND
PREPARE SUBSTRATE ACCORDINGLY.
5. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT
HUMID LOCATIONS.
6. PROVIDE AND INSTALL LAYER OF 3/4" FIRE-RETARDANT
PLYWOOD AT COMM ROOMS.
7. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE
GWB WHICH EXTENDS A MINIMUM OF 4" ABOVE THE
SUSPENDED CEILING UNLESS SHOWN AND/OR NOTED
OTHERWISE BY THE ARCHITECT.
8. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD
BEARING WALL CONDITIONS IN REGARDS TO STRUCTURAL
REQUIREMENTS.
9. "ALIGN" MEANS SIMILAR COMPONENTS OF
CONSTRUCTION, E.G. WALLS, JAMBS, ETC. SHALL ALIGN
ACROSS VOIDS AND JOINTS.
10. PARTITIONS SHALL BE CONTINUOUS OVER DOORS AND
WINDOWS, AND OF THE SAME TYPE AS ADJACENT WALLS
(UNLESS NOTED OTHERWISE) WHERE DRYWALL
CONTINUES ABOVE CEILING AND ABOVE THE CEILING
LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM
BOARD RETURNS SHALL HAVE CORNER BEADS MINIMUM
FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL
CONSTRUCTION ABOVE FINISHED CEILING SHALL BE
EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND
FIRE STOPPING TAPE/CAULK AT ALL RATED PARTITIONS.
11. ALL MECHANICAL CHASES AND OTHER NOTED CHASES
ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK
STRUCTURE ABOVE. ALL PLUMBING CHASES, U.N.O, SHALL
EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE
BRACED TO STRUCTURE.
12. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED
BY ROOF STRUCTURE SHALL BE SUPPORTED BY TOP
CHORD OF STRUCTURAL JOISTS AND NOT FROM THE
METAL DECK.
13. COORDINATE WITH MILLWORK DRAWINGS FOR
PLACEMENT OF BLOCKING IN WALLS/PARTITIONS. ALL
WOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.
14. SEAL THE TOP AND BOTTOM OF WALL AS WELL AS ALL
PENETRATIONS WHERE SMOKE PARTITIONS ARE
DESIGNATED ON THE LIFE SAFETY PLAN TO ELIMINATE THE
PASSAGE OF SMOKE.
15. USE DEFLECTION TRACK WHEREVER PARTITIONS
EXTEND TO STRUCTURE. SEE DETAIL ON A-602.
AT STC RATED
PARTITIONS
AT STC RATED
PARTITIONS
AT FIRE RATED
PARTITIONS
AT STC RATED
PARTITIONS
AT FIRE RATED
PARTITIONS
AT STC RATED
PARTITIONS
AT STC RATED
PARTITIONS
F
LO
O R
T O
S T
R U
C T
U R
E , R
E : F
IN
IS
H S
C H
E D
U
LE
F
LO
O R
T O
S T
R U
C T
U R
E , R
E : F
IN
IS
H S
C H
E D
U
LE
LINE OF STRUCT. DECK
TAPE AND BED GWB
ONLY ABOVE CEILING
EACH SIDE
CEILING MATERIAL
AS SCHEDULED
WALL FINISH AS
SCHEDULED
SOUND ATTENUATION
BATTS AS REQ'D
5/8" GWB ON ONE SIDE OF
C-H METAL STUDS AT 24" O.C.
BASE AND FLOORING
AS SCHEDULED
C E
IL
IN
G H
E
IG
H T
R E
: F
IN
IS
H
S C
H E
D U
LE
TYPE MARK 5 SERIES
A-602
C7
A-602
H1
A-602
H7
AT STC RATED
PARTITIONS
AT STC RATED
PARTITIONS
AT FIRE RATED
PARTITIONS
F
LO
O R
T O
S T
R U
C T
U R
E , R
E : F
IN
IS
H S
C H
E D
U
LE
1" LINER PANEL
LINE OF STRUCT. DECK
WALL FINISH AS
SCHEDULED
BASE AND FLOORING
AS SCHEDULED
CMU AS
SCHEDULED
CEILING MATERIAL AS
SCHEDULED
4" M
IN
IF
N
O C
LG
, E
X T
E N
D C
M U
T O
0'
-0
M
IN
C E
IL
IN
G H
E
IG
H T
R E
: F
IN
IS
H
S C
H E
D U
LE
F
LO
O R
T O
S T
R U
C T
U R
E , R
E : F
IN
IS
H S
C H
E D
U
LE
TAPE AND BED GWB
ONLY ABOVE CEILING
SOUND ATTENUATION
BATTS AS SCHEDULED
TYPE MARK 9 SERIES
A-602
C7
A-602
E1
AN
R P
M
E L
I
I R Y
N G
E S
I
D
NOT FOR
CONSTRUCTION
SCALE:
US Army Corps of Engineers
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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E R
S
D R
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N B
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D E
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D B
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B M
IT
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E
C H
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K E
D B
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IS
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C O
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M A
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D E
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N
D A
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D A
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M A
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2 3 4 5 6 7 8 9 10 11 12
3817 NW EXPRESSWAY
SUITE 840
OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
6" 1'-0" 2'-0"
1" = 1'-0"
A-601
IN
T
E R
IO
R
P A
R T
IT
IO
N T
Y P
E S
D
IA
G R
A M
T
IN
K E
R A
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F
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C E
B A
S E
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T U
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A D
IS
T
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IC
T E
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T S
T R
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T T
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N S
T R
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IS
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N
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G
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IN
G B
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N C
H
R S
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R U
L M
S N
A L L
A M
A L A
N O
W S
K I
N O
V E
M B
E R
W B
V -1
-D
-0
W B
V -2
-D
-0
D E
S
IG
N
B O
M B
E R
A G
IL
E
C O
M M
O N
H A
N G
A R
W W
Y K
INTERIOR PARTITION TYPE SCHEDULE
TYPE
MARK DESCRIPTION
SOUND
BATT
REQ'D
SOUND TRANSMISSION
CLASS (STC) FIRE RESISTANCE
COMMENTS
RATING
(LAB) CRITERIA RATING CRITERIA
2 2 LAYERS 5/8" GYP. BD. ON EACH SIDE OF 16 GA. 3 5/8" METAL STUDS AT 16" O.C. EXTEND FROM SLAB TO TRUE CEILING/DECK, SEAL TOP & BTM OF GWB TO SLAB/DECK, AND SEAL ALL PENETRATIONS WITH ACOUSTICAL SEALANT. FASTEN 3.5" MIN. MINERAL WOOL SOUND BATTS TO PREVENT SLIDING DOWN WALL CAVITY. STAGGER GWB JOINTS.
YES 50 USG RAL-TL-90-166, SIM. 3 1/2" MINERAL WOOL BATT INSULATION, FASTENED TO PREVENT VOIDS
2A 2 LAYERS 5/8" GYP. BD. ON EACH SIDE OF 16 GA. 3 5/8" METAL STUDS AT 16" O.C. EXTEND FROM SLAB TO TRUE CEILING/DECK, SEAL TOP & BTM OF GWB TO SLAB/DECK, AND SEAL ALL PENETRATIONS WITH ACOUSTICAL SEALANT. FASTEN 3.5" MIN. MINERAL WOOL SOUND BATTS TO PREVENT SLIDING DOWN WALL CAVITY. STAGGER GWB JOINTS.
YES 50 USG RAL-TL-90-166, SIM. 1 HR UL U465 & U419
2B 2 LAYERS 5/8" GYP. BD. ON EACH SIDE OF 16 GA. 8" METAL STUDS AT 16" O.C. EXTEND FROM SLAB TO TRUE CEILING/DECK, SEAL TOP & BTM OF GWB TO SLAB/DECK, AND SEAL ALL PENETRATIONS WITH ACOUSTICAL SEALANT. FASTEN 3.5" MIN. MINERAL WOOL SOUND BATTS TO PREVENT SLIDING DOWN WALL CAVITY. STAGGER GWB JOINTS.
YES 50 USG RAL-TL-90-166, SIM. 1 HR UL U465 & U419
2C 1 LAYER 5/8" TYPE X GYP. BD. ON ONE SIDE OF 6" METAL STUDS AT 16" O.C. AND 1 LAYER 5/8" CEMENTITIOUS BACKER BD. TO 10'-0" W/ 5/8" GYP. BD. ABOVE EXTEND FROM FIN. FLR. TO DECK, SEAL TO SLAB/DECK, AND SEAL ALL PENETRATIONS W/ACOUSTICAL SEALANT. FASTEN 3" MIN. MINERAL WOOL SOUND BATTS TO PREVENT SLIDING
DOWN WALL CAVITY
YES 50 USG SA-840313 1 HR UL U442
3A 1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO DECK NO
3B 1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO DECK YES 45
3C 1 LAYER 5/8" TYPE 'X' GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO DECK, SEAL TO DECK. NO 0 1 HR UL U419
3D 1 LAYER 5/8" TYPE "X" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO DECK YES 45 USG SA-870717
3E 1 LAYER 5/8" TYPE "X" GYP. BD. ON EACH SIDE OF 6" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO DECK YES 45 USG SA-870717, SIM.
3F 1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C. AND 1 LAYER 5/8" CEMENTITIOUS BACKER BD. TO 10'-0" W/ 5/8" GYP. BD. ABOVE EXTEND FROM FIN.
FLR. TO DECK
YES
3G 1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 6" METAL STUDS AT 16" O.C. AND 1 LAYER 5/8" CEMENTITIOUS BACKER BD. TO 10'-0" W/ 5/8" GYP. BD. ABOVE EXTEND FROM FIN. FLR.
TO DECK
YES
3H 1 LAYER 5/8" CEMENTITIOUS BACKER BD. TO 10'-0" W/ 5/8" GYP. BD. ABOVE ON EACH SIDE OF 6" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO DECK NO 0
3J 1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 16 GA. 6" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO 6" ABOVE CEILING NO 0 CONCRETE SLAB SEE STRUCTURAL DRAWINGS
4A 1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C. AND 5/8" MOISTURE RESISTANT GYP. OPP SIDE EXTEND FROM FIN. FLR. TO 1'-0" ABOVE CEILING NO
5A 1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 7/8" HAT CHANNELS AT 16" O.C. EXTEND FROM FIN. FLR. TO 6" ABOVE FINISHED CEILING. NO 0
5B 1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 2 1/2" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO 6" ABOVE FINISHED CEILING. NO 0
5C 1 LAYER 5/8" CEMENTITIOUS BACKER BD. ON 2 1/2" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO 6" ABOVE FINISHED CEILING. NO 0
5D 1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO 6" ABOVE FINISHED CEILING. NO 0
5E 1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C. EXTEND FROM FIN FLR TO BOTTOM OF DECK. NO 0
5G 1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C. WITH R-12 RIGID INSULATION. EXTEND FROM FIN FLR TO TOP OF CMU OR BOTTOM OF DECK. YES 0 SEE
COMMENTS
UL U912 WHEN FURRED OVER CMU, IN COMPLIANCE WITH UFC 3-600-01, 8-3.2.1
5H 2 LAYERS 5/8" GYP. BD. ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C. WITH R-12 RIGID INSULATION. EXTEND FROM FIN FLR TO TOP OF CMU OR BOTTOM OF DECK. YES 50 SEE
COMMENTS
UL U912 WHEN FURRED OVER CMU, IN COMPLIANCE WITH UFC 3-600-01, 8-3.2.1
5J 1 LAYER 5/8" CEMENTITIOUS BACKER BD. W/ 5/8" GYP. BD. ABOVE ON 3 5/8" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO DECK NO
5K 1 LAYER 5/8" GYP. BD. ON ONE SIDE OF 6" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO 6" ABOVE FINISHED CEILING. NO 0
5M 1 LAYER 5/8" CEMENTITIOUS BACKER BD. W/ 5/8" GYP. BD. ABOVE ON ONE SIDE OF 3 5/8" METAL STUDS AT 16" O.C. EXTEND FROM FIN FLR TO BOTTOM OF DECK. NO 0
5N 1 LAYER 5/8" CEMENTITIOUS BACKER BD. W/ 5/8" GYP. BD. ABOVE ON ONE SIDE OF 6" METAL STUDS AT 16" O.C. EXTEND FROM FIN FLR TO BOTTOM OF DECK. NO 0
5S.1 1 LAYER 5/8" TYPE 'X' GYP. BD. ON ONE SIDE AND 1" TYPE 'SLX' LINER PANEL ON OPPOSITE SIDE OF 4" C-H METAL STUDS AT 24" O.C. EXTEND FROM SLAB TO BOTTOM OF
DECK, SEAL TO DECK.
YES 0 1 HR UL U415 4" C-H METAL STUDS
5S.2 2 LAYERS TYPE 'X' GYP. BD. ON ONE SIDE AND 1" TYPE 'SLX' LINER PANEL ON OPPOSITE SIDE OF 4" C-H METAL STUDS AT 24" O.C. EXTEND FROM SLAB TO BOTTOM OF DECK, SEAL TO DECK.
YES 0 2 HR UL U415 4" C-H METAL STUDS
5S.3 1 LAYER TYPE 'X' GYP. BD. ON ONE SIDE AND 1" TYPE 'SLX' LINER PANEL ON OPPOSITE SIDE OF 6" C-H METAL STUDS AT 24" O.C. EXTEND FROM SLAB TO BOTTOM OF DECK, SEAL TO DECK.
YES 0 1 HR UL U415 6" C-H METAL STUDS
6 1 LAYER 5/8" GYP. BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. EXTEND FROM FIN. FLR. TO 4" ABOVE FINISHED CEILING NO 0
8A 8" CONCRETE MASONRY UNITS. EXTEND FROM FIN. FLR. TO 4" MIN. ABOVE FINISHED CEILING. REFER TO STRUCTURE FOR BRACING REQUIREMENTS. NO 0
9D 8" CONCRETE MASONRY UNITS. EXTEND FROM FIN. FLR. TO 4" MIN. ABOVE FINISHED CEILING. PROVIDE 1 LAYER 5/8" GYP BD. ON EACH SIDE OF 3 5/8" METAL STUDS AT 16"
O.C. FROM TOP OF CMU TO BOTTOM OF DECK.
YES 45 NCMA TEK 13-1C / USG
SA-870717
IF NO CEILING OCCURS ON ONE SIDE, GYP. BD. SHALL BE FLUSH ON THE SIDE WITHOUT THE CEILING. FINISH SHALL BE AS CALLED FOR ON SCHEDULE. R-19
BATTS, MINIMUM.
11A FIRE RATED 8" CONCRETE MASONRY UNITS. EXTEND FROM FIN. FLR. TO 4" MIN. ABOVE FINISHED CEILING. PROVIDE 1 LAYER 5/8" TYPE "X" GYP BD. ON EACH SIDE OF 3 5/8"
METAL STUDS AT 16" O.C. FROM TOP OF CMU TO DECK, SEAL TO DECK.
YES 0 1 HR UL U906 & U419 IF NO CEILING OCCURS ON ONE SIDE, GYP. BD. SHALL BE FLUSH ON THE SIDE WITHOUT THE CEILING. FINISH SHALL BE AS CALLED FOR ON SCHEDULE. R-19
BATTS, MINIMUM.
11D FIRE RATED 8" CONCRETE MASONRY UNITS. EXTEND FROM FIN. FLR. TO 4" MIN. ABOVE FINISHED CEILING. PROVIDE 6" FIRE-RATED INSULATED METAL PANEL FROM TOP OF
CMU TO DECK, SEAL TO DECK.
NO 0 2 HR UL U906 & U419 IF NO CEILING OCCURS ON ONE SIDE, GYP. BD. SHALL BE FLUSH ON THE SIDE WITHOUT THE CEILING. FINISH SHALL BE AS CALLED FOR ON SCHEDULE.
AA 1 HR
1" = 1'-0"F1
INTERIOR PARTITION TYPES
D E
S
IG
N
/2
BASE AS SCHED.
GYP. BD. AS SCHED.
MTL. STUD AS SCHED.
ACOUSTICAL SEALANT BOTH SIDES
CONT. CHANNEL BED IN CONT.
BEAD OF ACOUSTICAL SEALANT
STRUCTURAL SLAB
ACOUSTICAL BATT AS
SCHED.
DEVICE COVER
PLATE
RECESSED
DEVICE BOX
ACOUSTIC SEALANT @
PERIMETER
GYP. BD. (SEE
PLAN)
MTL. STUD
(SEE PLAN)
PROVIDE ACOUSTIC
SEALANT AT ALL
PENETRATIONS IN
RECESSED BOX (PUTTY
PAD OR OTHER
METHODS)
SECTION
LOCATE PENETRATIONS IN
SEPARATE STUD CAVITIES WHERE
POSSIBLE
GYP. BD.
(SEE PLAN)
MTL STUD
(SEE PLAN)
DEVICE BOX &
COVER PLATE
ACOUSTIC
SEALANT @
PERIMETER
PROVIDE ACOUSTIC
SEALANT AT ALL
PENETRATIONS IN
RECESSED BOX
(PUTTY PAD OR
OTHER METHODS)
PLAN
WHERE THROUGH
PENETRATIONS MUST OCCUR,
PROVIDE ACOUSTIC SEALANT
BOTH SIDES OF PARTITION
ACOUSTIC
BATTS/BLANKET
INSULATION (SEE
PLAN)
1" 2"
1"
Z-FURRING CLIPS @
24" O.C.
METAL DECKING RE:
STRUCTURAL
WALL PARTITION AS
SCHEDULED
EXTENDED/DEEP LEG
CONT STUD TRACK
BRIDGING/FLANGE
BRACING AS REQ'D
NO DRYWALL ANCHORS
ABOVE THIS POINT
ACOUSTIC SEALANT EACH
SIDE
SCRIBE GWB TO DECK
ANCHOR UPPER GWB
AT THIS POINT ONLY,
STAGGER ANCHORS B/T
MTL STUDS
SOUND ATTENUATION BLANKETS
TO COMPLETELY FILL FLUTES
ABOVE HEAD TRACK.
HEAD TO HAVE SAME
NUMBER OF GWB LAYERS
AS WALL PARTITION
NOTE: CONSTRUCTION SHALL ALLOW STUDS TO MOVE FREELY
IN HEAD TRACK
A) PERPENDICULAR TO DECK B) PARALLEL TO DECK
1" 2"
1"
HEAD TO HAVE SAME
NUMBER OF GWB LAYERS
AS WALL PARTITION
METAL DECKING RE:
STRUCTURAL
WALL PARTITION AS
SCHEDULED
BRIDGING/FLANGE
BRACING AS REQ'D
NO DRYWALL ANCHORS
ABOVE THIS POINT
EXTENDED/DEEP LEG
CONT STUD TRACK
ACOUSTIC SEALANT EACH
SIDE
ANCHOR UPPER GWB
AT THIS POINT ONLY,
STAGGER ANCHORS
B/T MTL STUDS
SOUND ATTENUATION BLANKETS
TO COMPLETELY FILL FLUTES
ABOVE HEAD TRACK.
M A
X
M A
X1"
6"
1"
6"
METAL DECKING RE:
STRUCTURAL
18 GA SHEET METAL
CONTINUOUS
METAL DECKING RE:
STRUCTURAL
WALL PARTITION AS
SCHEDULED
EXTENDED/DEEP LEG
CONT STUD TRACK
3"
M A
X
WALL PARTITION AS
SCHEDULED
EXTENDED/DEEP LEG
CONT STUD TRACK
3"
A) PERPENDICULAR TO DECK B) PARALLEL TO DECK
BRIDGING/FLANGE
BRACING AS REQ'D
NO DRYWALL ANCHORS
ABOVE THIS POINT
4"
BRIDGING/FLANGE
BRACING AS REQ'D
NO DRYWALL ANCHORS
ABOVE THIS POINT
4"
NOTE: CONSTRUCTION SHALL ALLOW STUDS TO MOVE FREELY IN
HEAD TRACK
M A
X
A .F
.F . M
A X
7' -0
A
.F .F
HANDLE MOUNTED 48"
A.F.F. MAX.
** DIMENSION PER CABINET MFGR.
RECESSED FIRE
EXTINGUISHER CABINET TYP.
FIRE
4" M
A X
TRIM (SEE MFR)
SIGN, RE:
INTERIORS
4" MAX.
A .F
.F . M
A X
L B
S
A .F
.F . M
A X
LB
S
HOLLOW METAL
FRAME
ALUMINUM FRAME
CONTROL JOINT,
TYPICAL ALL
LOCATIONS
V-GROOVE CONTROL JOINT
STUDS BOTH
SIDES OF 1/2" GAP
IN GWB
PROVIDE BATT INSULATION AT
GAP IF WALL TYPE CALLS FOR
BATTS
VERTICAL PLANE OF
ALIGNMENT BETWEEN
FRAME AND CONTROL
JOINT
DOUBLE STUD AT
OPENINGS
1/
2"
1/ 2"
1"
Z-FURRING CLIPS @24" O.C.
M A
X
1/ 2"
METAL DECKING RE: STRUCTURAL
WALL PARTITION AS SCHED
SPECIAL SHAPE EXTENDED/
DEEP LEG CONT STUD TRACK
BRIDGING/FLANGE BRACING AS REQ'D
NO DRYWALL ANCHORS ABOVE
THIS POINT
FIRE RESISTIVE FILL
MATERIAL EACH SIDE
SCRIBE GWB TO DECK
ANCHOR UPPER GWB AT
THIS POINT ONLY
4 PCF DENSITY MINERAL WOOL BATT INSULATION,
25% COMPRESSED. FRICTION FIT TO
COMPLETELY FILL FLUTES ABOVE HEAD TRACK.
HEAD TO HAVE SAME
NUMBER OF GWB LAYERS
AS WALL PARTITION
1-HOUR, 2-HOUR OR 3-HOUR RATED,
SIMILAR TO UL JOINT SYSTEM NO. HW-D-0060, UP TO 1" DEFLECTION
OR AN ALTERNATIVE JOINT SYSTEM OF EQUIVALENT RATING AND MOVEMENT AS PROPOSED BY CONTRACTOR
NOTE: CONSTRUCTION SHALL ALLOW STUDS TO MOVE FREELY IN HEAD TRACK
A) PERPENDICULAR TO DECK B) PARALLEL TO DECK
1/
2"
1/ 2"
1"
M A
X
1/ 2"
SPECIAL SHAPE
EXTENDED/DEEP LEG CONT
STUD TRACK
FIRE RESISTIVE FILL MATERIAL
EACH SIDE
ANCHOR UPPER GWB AT THIS
POINT ONLY
HEAD TO HAVE SAME
NUMBER OF GWB LAYERS AS
WALL PARTITION
METAL DECKING RE:
STRUCTURAL
WALL PARTITION AS SCHED
BRIDGING/FLANGE BRACING AS REQ'D
NO DRYWALL ANCHORS ABOVE THIS
POINT
4 PCF DENSITY MINERAL WOOL BATT INSULATION, 25%
COMPRESSED. FRICTION FIT TO COMPLETELY FILL
FLUTES ABOVE HEAD TRACK.
1"
6"
1"
6"
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SHEET OF
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3817 NW EXPRESSWAY
SUITE 840
OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
3" 6" 1'-0"
3" = 1'-0"
A-602
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3" = 1'-0"C7
ACOUSTIC PARTITION BASE
3" = 1'-0"E7
ACOUSTIC PARTITION PENETRATIONS
3" = 1'-0"H7
TOP OF PARTITION (UP TO 1" DEFLECTION) - ACOUSTIC
3" = 1'-0"E1
TOP OF PARTITION (UP TO 1" DEFLECTION)
3" = 1'-0"C10
FIRE EXTINGUISHER CABINET DETAILS
1 1/2" = 1'-0"A7
GWB CONTROL JOINT - TYPICAL
0' 3" 6" 1'-0" 2'-0"
1 1/2" = 1'-0"
3" = 1'-0"H1
TOP OF PARTITION (UP TO 1" DEFLECTION) - ACOUSTIC & FIRE-RATED
D E
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/G10 A-610 /E10 A-610 /C10 A-610
/G10 A-610 /E10 A-610 /C10 A-610
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3817 NW EXPRESSWAY
SUITE 840
OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
A-606
D O
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DOOR + FRAME SCHEDULE INTERIOR
MARK
DOOR FRAME DETAILS STC
RATING
FIRE
RATING
HDWR.
SET
COMMENTS
ELEV. WIDTH HT. THK. MAT'L FINISH COLOR ELEV. DEPTH MAT'L FINISH COLOR HEAD JAMB SILL TYPE OTHER
002 F 3'-0" 7'-0" 1 3/4" HM PT 2 8 5/8" HM PT C1/A-608 A1/A-608 A10/A-608 0 0 4
008 F 3'-0" 7'-0" 1 3/4" HM PT 1 11 3/4" HM PT C4/A-608 A4/A-608 A10/A-608 45 0 14
009 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 3/4" HM PT C7/A-608 A7/A-608 A10/A-608 0 0 16
010 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT C7/A-608 A7/A-608 A10/A-608 0 0 17
011 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 3/4" HM PT C7/A-608 A7/A-608 A10/A-608 0 0 16
012 F 3'-0" 7'-0" 1 3/4" HM PT 1 11 3/4" HM PT C4/A-608 A4/A-608 A10/A-608 45 0 13
018 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 4
020 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 17
021 F 3'-0" 7'-0" 1 3/4" HM PT 2 8 5/8" HM PT C1/A-608 A1/A-608 A10/A-608 45 90 MIN. 20 ICC 500 TORNADO
SHELTER
FEMA RATED STORM DOOR
021A F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 14
021B F 3'-0" 7'-0" 1 3/4" HM PT 1 8 3/4" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 18
021C F 3'-0" 7'-0" 1 3/4" HM PT 1 8 3/4" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 18
021D F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 19
022 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 3/4" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 26
023 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 3/4" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 26
024 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 4
026 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 5/8" HM PT G1/A-609 E1/A-609 C1/A-609 0 45 MIN. 27
026A OC 8'-0" 8'-0" 1" STL PT STL PT H9/A-609 F9/A-609 C6/A-609 0 0 22 INSULATED, MOTORIZED
028 F 3'-0" 7'-0" 1 3/4" HM PT 2 8 5/8" HM PT C1/A-608 A1/A-608 A10/A-608 0 0 4
100 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 5/8" HM PT C1/A-608 A1/A-608 A10/A-608 45 0 4
101 F 3'-0" 7'-0" 1 3/4" HM PT 2 11 3/4" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 14 INSULATED
102 CC 8'-8" 5'-0" 1/8" AL -- 2" STL 0 90 MIN. 22
103 CC 20'-0" 5'-0" 1/8" AL 2" STL PT 0 0 22
104 F 4'-0" 7'-0" 1 3/4" HM PT 2 8 5/8" HM PT C1/A-608 A1/A-608 A10/A-608 45 90 MIN. 31
104C F 3'-0" 7'-0" 1 3/4" HM PT 2 8 5/8" HM PT C1/A-608 A1/A-608 A10/A-608 45 14
105 F (Pair) 8'-0" 7'-0" 1 3/4" HM PT 2 8 5/8" HM PT C1/A-608 A1/A-608 A10/A-608 45 0 5
107 F 3'-0" 7'-0" 1 3/4" HM PT 2 11 3/4" HM PT C1/A-608 A1/A-608 A10/A-608 45 13
108 F 3'-0" 7'-0" 1 3/4" HM PT 2 11 3/4" HM PT C1/A-608 A1/A-608 A10/A-608 45 14
110 F (Pair) 6'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 23
118 F (Pair) 6'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 A10/A-608 0 0 15
119 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 A10/A-608 45 0 14
121 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 3/4" HM PT C4/A-608 A4/A-608 C10/A-608 50 0 16
122 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 17
123 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 3/4" HM PT C4/A-608 A4/A-608 C10/A-608 50 0 16
124 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 14
125 F 3'-0" 7'-0" 1 3/4" HM PT 2 8 5/8" HM PT C1/A-608 A1/A-608 A10/A-608 45 90 MIN. 20 ICC 500 TORNADO
SHELTER
FEMA RATED STORM DOOR
125A F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 19 STORAGE LOCK, CLOSER
125B F 3'-0" 7'-0" 1 3/4" HM PT 1 8 3/4" HM PT C4/A-608 A4/A-608 C10/A-608 50 0 18 INDICATOR PRIVACY LOCK, CLOSER
125C F 3'-0" 7'-0" 1 3/4" HM PT 1 8 3/4" HM PT C4/A-608 A4/A-608 C10/A-608 50 0 18 INDICATOR PRIVACY LOCK, CLOSER
126 2G 6'-2" 7'-3 1/2"
1 3/4" AL 11 ADA PUSH BUTTON
127A F 3'-0" 7'-0" 1 3/4" HM PT 1 7 1/8" HM PT C4/A-608 A4/A-608 A10/A-608 50 0 12 CDX10 LOCK W/PANIC BAR, CLOSER, ACCESS CONTROL, SOUND
GASKETING, MODIFIED HINGE
127B F 3'-0" 7'-0" 1 3/4" HM PT 1 7 1/8" HM PT C4/A-608 A4/A-608 A10/A-608 50 0 13
127D F 3'-0" 7'-0" 1 3/4" HM PT 1 7 1/8" HM PT C4/A-608 A4/A-608 A10/A-608 50 0 9
128 F (Pair) 6'-0" 7'-0" 1 3/4" HM PT 2 7 1/8" HM PT C4/A-608 A4/A-608 A10/A-608 50 8
129 F 3'-0" 7'-0" 1 3/4" HM PT 1 7 1/8" HM PT C4/A-608 A4/A-608 A10/A-608 50 60 6 EXIT ONLY, BLANKS AT EXTERIOR, PANIC BAR INTERIOR, CLOSER, ACCESS CONTROL, SOUND GASKETING, MODIFIED HINGE
200 F 3'-0" 7'-0" 1 3/4" HM PT 1 7 1/8" HM PT C7/A608 A7/A-608 A10/A608 45 60 6 STORAGE LOCK W/FREE EGRESS, LEVER HANDLE, CLOSER
202 F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 33
202A F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 32 CLOSER (SMOKE RATED)
202B F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
202C F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
202D F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
202E F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
202F F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
202H F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
202I F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
202J F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
202K F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 A10/A-608 45 0 33
203 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 14
204 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 38
205 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 26
206 F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 13
207 F (Pair) 6'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 37 CLOSER (SMOKE RATED)
208 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 36 CLOSER (SMOKE RATED)
209 F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 13
209A F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
209B F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 33
210 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 16
211 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 17
212 F 3'-0" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 16
213 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 35
214 F 3'-0" 7'-0" 1 3/4" WD ST 4 8 1/4" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 14
214A F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
214B F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
214C F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 33
214D F 3'-0" 7'-0" 1 3/4" WD ST 4 8 1/4" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 33
215 FG 3'-0" 7'-0" 1 3/4" AL ANOD AL ANOD 34
216 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 18
217 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 18
218 F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 4
218A F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
218B F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
218C F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
218D F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
218E F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
218F F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
218G F 3'-0" 7'-0" 1 3/4" WD ST 4 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 25 0 32
218H P 16'-2 1/2" 12'-0" 2 1/2" ST MB G5/A-610 E5/A-610 C5/4-610 50 0 PER
MANUF.
FIVE PANEL, VERTICAL RETRACTING FOLDING PARTITION
218I F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 45 0 33
218J F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 45 0 33
218K F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 6 CLOSER (SMOKE RATED)
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US Army Corps of Engineers
SHEET ID
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2 3 4 5 6 7 8 9 10 11 12
3817 NW EXPRESSWAY
SUITE 840
OKLAHOMA CITY, OK 73112
(405) 722-7270
Larson Design Group
A-607
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DOOR + FRAME SCHEDULE EXTERIOR, HANGAR & STAIR
MARK
DOOR FRAME DETAILS STC
RATING
FIRE
RATING
HDWR.
SET
COMMENTS
ELEV. WIDTH HT. THK. MAT'L FINISH COLOR ELEV. DEPTH MAT'L FINISH COLOR HEAD JAMB SILL TYPE OTHER
E002 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E003 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E003A OC 10'-0" 10'-0" 1" STL PT STL PT H6/A-609 F6/A-609 C6/A-609 0 0 22 INSULATED, MOTORIZED E004 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E004A OC 10'-0" 10'-0" 1" STL PT STL PT H6/A-609 F6/A-609 C6/A-609 0 0 22 INSULATED, MOTORIZED E005 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E005A OC 10'-0" 10'-0" 1" STL PT STL PT H6/A-609 F6/A-609 C6/A-609 0 0 22 INSULATED, MOTORIZED E006 F 4'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E006A OC 10'-0" 10'-0" 1" STL PT STL PT H6/A-609 F6/A-609 C6/A-609 0 0 22 INSULATED, MOTORIZED E007 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E007A OC 18'-0" 18'-0" 1" STL PT STL PT H6/A-609 F6/A-609 C6/A-609 0 60 MIN. 22 INSULATED, MOTORIZED E013 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 24 INSULATED E014 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 24 INSULATED E015 F (Pair) 6'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 25 INSULATED E016 F (Pair) 6'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 25 INSULATED
E021 FG 3'-1" 7'-0
1/2"
1 3/4" AL ANOD AL ANOD G1/A-610 E1/A-610 C1/A-610 21
E021A 12'-0" 14'-6" 0" G1/A-610 E1/A-610 C1/A-610 22 FEMA RATED
E024 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 29 INSULATED E025 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E025A OC 8'-0" 8'-0" 1" STL PT STL PT H6/A-609 F6/A-609 C6/A-609 0 0 22 INSULATED, MOTORIZED E026 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E026A OC 8'-0" 8'-0" 1" STL PT STL PT H6/A-609 F6/A-609 C6/A-609 0 0 22 INSULATED, MOTORIZED E028 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E100 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E101 F 4'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E104 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E104A OC 10'-0" 10'-0" 1" STL PT STL PT H6/A-609 F6/A-609 C6/A-609 0 0 22 INSULATED, MOTORIZED E105 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED E105A OC 12'-0" 12'-0" 1" STL PT STL PT H6/A-609 F6/A-609 C6/A-609 0 0 22 INSULATED, MOTORIZED E111 F (Pair) 6'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT H3/A-609 F3/A-609 C3/A-609 0 0 25 INSULATED E113 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT H3/A-609 F3/A-609 C3/A-609 0 0 24 INSULATED E114 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 24 INSULATED
E125 FG 3'-2" 7'-3
1/2"
1 3/4" AL ANOD AL ANOD G1/A-610 E1/A-610 C1/A-610 21
E125A 12'-0" 14'-6" 0" G1/A-610 E1/A-610 C1/A-610 22 FEMA RATED
E126 2G 6'-2" 7'-3
1/2"
1 3/4" AL G1/A-609 E1/A-609 C1/A-609 10 ADA PUSH BUTTON
E128 F 4'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 7 INSULATED EXIT ONLY, BLANKS AT EXTERIOR, PANIC BAR INTERIOR, CLOSER, ACCESS CONTROL, SOUND
GASKETING, MODIFIED HINGE
E129 F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 3 INSULATED
E300 HH 180'-6" 62'-4
5/16" 1'-8" STL PT -- -- G5/A-611 A1/A-611 A5/A-611 0 0 1 ALL PULLEYS AND CABLES USED TO OPEN THE
HANGAR DOORS TO BE MOUNTED INTERNALLY
INSTALL DOOR CONTROLS 6'-0" MIN FROM LEADING EDGE OF DOOR, AT TYPICAL OPERATOR
HEIGHT; CLASS I DIV 2 FOR ANY COMPONENTS WITHIN 18" OF FLOOR
E300A F 3'-0" 7'-0" 1 3/4" HM PT 1 5 3/4" HM PT C4/A-608 A4/A-608 0 0 2 WITHIN HANGAR DOOR
E301 HH 180'-6" 62'-4
5/16" 1'-8" STL PT -- -- G5/A-611 A1/A-611 A5/A-611 0 0 1 ALL PULLEYS AND CABLES USED TO OPEN THE
HANGAR DOORS TO BE MOUNTED INTERNALLY
INSTALL DOOR CONTROLS 6'-0" MIN FROM LEADING EDGE OF DOOR, AT TYPICAL OPERATOR
HEIGHT; CLASS I DIV 2 FOR ANY COMPONENTS WITHIN 18" OF FLOOR
E301A F 3'-0" 7'-0" 1 3/4" HM PT 1 5 3/4" HM PT C4/A-608 A4/A-608 0 0 2 WITHIN HANGAR DOOR
E302 HH 180'-6" 62'-4
5/16" 1'-8" STL PT -- -- G5/A-611 A1/A-611 A5/A-611 0 0 1 ALL PULLEYS AND CABLES USED TO OPEN THE
HANGAR DOORS TO BE MOUNTED INTERNALLY
INSTALL DOOR CONTROLS 6'-0" MIN FROM LEADING EDGE OF DOOR, AT TYPICAL OPERATOR
HEIGHT; CLASS I DIV 2 FOR ANY COMPONENTS WITHIN 18" OF FLOOR
E302A F 3'-0" 7'-0" 1 3/4" HM PT 1 5 3/4" HM PT C4/A-608 A4/A-608 0 0 2 WITHIN HANGAR DOOR
E303 HH 180'-6" 62'-4
5/16" 1'-8" STL PT -- -- G5/A-611 A1/A-611 A5/A-611 0 0 1 ALL PULLEYS AND CABLES USED TO OPEN THE
HANGAR DOORS TO BE MOUNTED INTERNALLY
INSTALL DOOR CONTROLS 6'-0" MIN FROM LEADING EDGE OF DOOR, AT TYPICAL OPERATOR
HEIGHT; CLASS I DIV 2 FOR ANY COMPONENTS WITHIN 18" OF FLOOR
E303A F 3'-0" 7'-0" 1 3/4" HM PT 1 5 3/4" HM PT C4/A-608 A4/A-608 0 0 2 WITHIN HANGAR DOOR E400 F 3'-6" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT H1/A-609 F1/A-609 A1/A-609 0 60 MIN. 39 INSULATED E401 F 3'-6" 6'-8" 1 3/4" HM PT 2 5 3/4" HM PT H1/A-609 F1/A-609 A1/A-609 0 39 INSULATED E402 F 3'-6" 7'-0" 1 3/4" HM PT 1 8 1/4" HM PT C4/A-608 A4/A-608 C10/A-608 0 0 39 E403 F 3'-6" 6'-8" 1 3/4" HM PT 2 5 3/4" HM PT H1/A-609 F1/A-609 A1/A-609 0 39 INSULATED E500 F 4'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT H1/A-609 F1/A-609 A1/A-609 0 60 MIN. 39 INSULATED ESB F 3'-0" 7'-0" 1 3/4" HM PT 2 5 3/4" HM PT G1/A-609 E1/A-609 C1/A-609 0 0 3 INSULATED H001 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 60 MIN. 4 H003 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 45 MIN. 28 H003A OC 10'-0" 10'-0" 1" STL PT STL PT H9/A-609 F9/A-609 C6/A-609 0 45 MIN. 22 INSULATED, MOTORIZED COORDINATE CLOSURE WITH FIRE ALARM SYSTEM H004 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 45 MIN. 28 H004A OC 10'-0" 10'-0" 1" STL PT STL PT H9/A-609 F9/A-609 C6/A-609 0 45 MIN. 22 INSULATED, MOTORIZED COORDINATE CLOSURE WITH FIRE ALARM SYSTEM H005 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 45 MIN. 28 H005A OC 10'-0" 10'-0" 1" STL PT STL PT H9/A-609 F9/A-609 C6/A-609 0 45 MIN. 22 INSULATED, MOTORIZED COORDINATE CLOSURE WITH FIRE ALARM SYSTEM H006 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 45 MIN. 28 H006A OC 10'-0" 10'-0" 1" STL PT STL PT H9/A-609 F9/A-609 C6/A-609 0 45 MIN. 22 INSULATED, MOTORIZED COORDINATE CLOSURE WITH FIRE ALARM SYSTEM H007 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 60 MIN. 4 H007A OC 18'-0" 18'-0" 1" STL PT STL PT H9/A-609 F9/A-609 C6/A-609 0 60 MIN. 22 INSULATED, MOTORIZED COORDINATE CLOSURE WITH FIRE ALARM SYSTEM H018 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 60 MIN. 4 H025 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 45 MIN. 28 H025A OC 8'-0" 8'-0" 1" STL PT STL PT H9/A-609 F9/A-609 C6/A-609 0 45 MIN. 22 INSULATED, MOTORIZED COORDINATE CLOSURE WITH FIRE ALARM SYSTEM H027 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 60 MIN. 4 H100 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 60 MIN. 4 H101 D 4'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 45 MIN. 28 H101A OC 10'-0" 10'-0" 1" STL PT STL PT H9/A-609 F9/A-609 C6/A-609 0 45 MIN. 22 INSULATED, MOTORIZED COORDINATE CLOSURE WITH FIRE ALARM SYSTEM H102 F (Pair) 8'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 90 MIN. 5 H103A F 4'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT C1/A-608 A1/A-608 C10/A-608 0 45 MIN. 4 H103B F 4'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT C1/A-608 A1/A-608 C10/A-608 0 45 MIN. 4 H105 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 60 MIN. 4 AUTOMATIC PUSH BUTTON CONTROL PREFERRED H105A OC 12'-0" 12'-0" 1" STL PT STL PT H6/A-609 F6/A-609 C6/A-609 0 60 MIN. 22 INSULATED, MOTORIZED COORDINATE CLOSURE WITH FIRE ALARM SYSTEM H118 F (Pair) 6'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT G1/A-609 E1/A-609 C1/A-609 0 60 MIN. 15 H128 F (Pair) 8'-0" 10'-0" 1 3/4" HM PT 1 5 3/4" HM PT H3/A-609 F3/A-609 C10/A-608 50 45 MIN. 5 INSULATED EXIT ONLY, BLANKS AT EXTERIOR, PANIC BAR INTERIOR, CLOSER, ACCESS CONTROL, SOUND
GASKETING, MODIFIED HINGE
HSA1 F 3'-0" 7'-0" 1 3/4" HM PT 1 1'-2 1/2" HM PT C4/A-608 A4/A-608 C10/A-608 0 60 MIN. 4 S1B F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 60 MIN. 4 SA1 F 3'-0" 7'-0" 1 3/4" HM PT 1 11 1/2" HM PT C4/A-608 A4/A-608 C10/A-608 0 60 MIN. 4 SA1A F 3'-0" 7'-0" 1 3/4" HM PT 1 5 5/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 60 MIN. 4 SA2 F 3'-0" 7'-0" 1 3/4" HM PT 1 11 1/2" HM PT C4/A-608 A4/A-608 C10/A-608 0 60 MIN. 4 SB2 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 60 MIN. 4 SC1 F 3'-0" 7'-0" 1 3/4" HM PT 2 8 5/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 60 MIN. 4 SC2 F 3'-0" 7'-0" 1 3/4" HM PT 1 5 7/8" HM PT C4/A-608 A4/A-608 C10/A-608 0 60 MIN. 4
D
ES
IG
N
/2 0/
C
C
CA
B
A
A
A
A
A
A
E
NOTE: NOT ALL FRAME ELEVATIONS MAY BE USED
B
A
D D
D
E
D
E
S C
H E
D . D
IM
4"
2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6" TYP. UNLESS
2"2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6" TYP. UNLESS
2"
V A
R
IE
S 2"
2' -6
4"
2" S
C H
E D
. D
IM
2"
DIM.
SCHED. 2"
2" S
C H
E D
. D
IM
S C
H E
D . D
IM
4"
2"
DIM.
SCHED. 2"
2"
S C
H E
D . D
IM
2"
DIM.
SCHED. 2"
V A
R
IE
S 2"
2' -6
4"
E
FFE
DOOR FRAME NOTES:
1. SEE SPECIFICATIONS FOR ALLOWABLE HOLLOW METAL FRAME TYPES (WELDED, KNOCK-DOWN, ETC.)
2. FRAME SECTIONS SHOWN APPLY AT HOLLOW METAL FRAMES ONLY. WHERE ALUMINUM IS SCHEDULED, PROVIDE A
FRAME OF THE SCHEDULED DEPTH, WITH FACE DIMENSIONS AS SHOWN IN THE FRAME ELEVATION. ALUMINUM FRAME
SECTION TO BE THE MANUFACTURER'S PROFILE AS SPECIFIED.
3. TERMINATE DOOR STOPS 6" FROM THE FLOOR, TYPICAL. DO NOT TERMINATE STOPS AT SPECIALTY DOORS (SOUND CONTROL, TORNADO SHELTER, ETC.) UNLESS APPROVED BY MANUFACTURER, OR AT DOORS WITH CARPET FLOORING
BOTH SIDES.
4. ALL EXTERIOR ALUMINUM FRAMES TO BE FINISH ALUM, REFER A-201 FOR EXTERIOR FINISH COLOR SCHEDULE.
5. ALL INTERIOR HOLLOW METAL FRAMES TO BE FINISH PT-#, REFER I-106 FOR INTERIOR FINISH COLOR SCHEDULE.
6. GLAZING DESIGNATED "#" SHALL BE TYPE 1 AT EXTERIOR, TYPE 7 AT INTERIOR.
7. MORTAR INFILL FRAMES IN MASONRY WALLS. INFILL WITH GYPSUM BOARD COMPOUND AT EACH JAMB ANCHOR IN
METAL FRAME WALLS.
8. PER MANUFACTURER’S INSTALLATION REQUIREMENTS, MAY INCLUDE GROUTING OF THE FRAME.
9. ALL EXTERIOR DOORS TO HAVE FULL WEATHERSTRIPPING, OVERHEAD CLOSERS / HOLDERS, RAIN DEFLECTOR, AND
KEYED ACCESS.
REVERSE PROFILE AT
CENTERLINE OF DOUBLE
DOORS
A
A
A
B
A
D D
D
D
D
D
S C
H E
D . D
IM
4"
2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6" TYP. UNLESS
2"2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6" TYP. UNLESS
2"
V A
R
IE
S 2"
2' -8
"T Y
P
2" S
C H
E D
. D
IM
V A
R
IE
S 2"
2' -8
"T Y
P .A
E E E E
A
E
E
E
D
E
2"
DIM.
SCHED. 2"
NOTED OTHERWISE
1'-6" TYP. UNLESS
2"
V A
R
IE
S 2"
2' -6
4"
2" U .N
.O
1' -6
"T Y
P
2" S
C H
E D
. D
IM
E
A
E
A
2" U .N
.O
1' -6
"T Y
P
2" S
C H
E D
. D
IM
2"
DIM.
SCHED. 2"
D D
SIM: FRAME SECTION "H" & "J"SIM: FRAME SECTION "H"
A B C F GD E H J
2" 5/
8"
1 15/16" VARIES 1 9/16"
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1 15/16" VARIES 1 9/16"
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1/2"
INT. STUD WALLS
WALL THICKNESS AT 1/2"
RE: DOOR SCHEDULE
FRAME DEPTH
1 15/16" VARIES 1 9/16"
VARIES1 15/16"VARIES 1 15/16" VARIES 1 9/16" 1 15/16" VARIES 1 9/16" 2 1/8"
1/2"
1/2"
1/2"
VARIES
RE: DOOR SCHEDULE
FRAME DEPTH
1 15/16" VARIES 1 9/16"
APPLIED
STOPS
APPLIED
STOP APPLIED
STOP
APPLIED
STOP
2 1/8"
1/2"
1/2"
1/2"
VARIES
4"
2"
5/ 8"
2" 5/
8"
2" 5/
8"
5/ 8"
S H
O W
N
A S
5/ 8"
S H
O W
N
A S
5/ 8"
2"
5/ 8"
4" 5/
8"
F
SCHED. DIM.
S C
H E
D . D
IM
SCHED. DIM.
S C
H E
D . D
IM
SCHED. DIM.SCHED. DIM.
S C
H E
D . D
IM
S C
H E
D . D
IM
3'
-6
2' -0
6"
V A
R
IE
S 6"
6" **
3' -6
V
A R
IE
S
6"
6" VARIES 6" 6" VARIES 6"
FFE
SCHED. DIM.
S C
H E
D . D
IM
V A
R
IE
S 6"
6" VARIES 6"
N G 2G FG
FULL GLASSDOUBLE GLASSHALF GLASSNARROW LITEFLUSH OVERHEAD COILING HORIZONTAL SLIDING HANGAR
SCHED. DIM.
S C
H E
D . D
IM
COUNTER COILING DOOR
SCHED. DIM.
U .N
.O
2' -1
0" S
C H
E D
. D
IM
HHOCCC
GENERAL DOOR SCHEDULE NOTES:
1. WHERE POSSIBLE, DOOR ELEVATION TYPE ABBREVIATIONS
CONFORM TO ANSI DOCUMENT A250.7-1997 - NOMENCLATURE
FOR STANDARD DOOR DESIGNS.
2. SEE THE DOOR + FRAME SCHEDULE FOR DOOR MATERIAL(S).
3. GLAZING IN FIRE-RATED DOORS TO BE 1/4" FIRE GLASS.
4. ALL INTERIOR GLAZING IS TO BE "TEMPERED", AND ALL EXTERIOR
GLAZING IS TO BE "BLAST-RESISTANT" AS SPECIFIED, UNLESS
OTHERWISE NOTED.
5. REFER SHEET AF601 FOR BASIS-OF-DESIGN MANUFACTURER AND
COLOR INFORMATION FOR WOOD, ANODIZED ALUMINUM, &
PAINTED STEEL OR HOLLOW METAL DOORS & TRIM.
6. REFER TO SHEET AF102 FOR INTERIOR FLOOR MATERIAL
TRANSITION DETAILS.
7. REFER TO SHEET A-611 FOR WINDOW AND CURTAIN WALL FRAME
ELEVATIONS.
8. BACK PRIME ALL HOLLOW METAL DOOR FRAMES.
9. ALL STC RATED DOORS AND FRAMES TO BE PURCHASED AS A SET
AND ARE TO INCLUDE A THRESHOLD.
10. ALL DOUBLE DOORS TO HAVE REMOVABLE MULLION.
11. REFER TO SPECIFICATIONS FOR DOOR HARDWARE SETS.
COORDINATE HARDWARE WITH DOOR MANUFACTURER.
** GLASS LITE SIZE
VARIES, 4"x36" TYP.
PROVIDE 3"x33" AT FIRE
RATED DOORS
(UNLESS TESTED AS A
COMPONENT OF THE
DOOR ASSEMBLY, FOR
LESS THAN 90 MINUTE
LABEL).
W
PASS THRU
U .N
.O
3' -0
S
C H
E D
. D
IM
SCHED. DIM.
1 1
S C
H E
D . D
IM
SCHED. DIM.
D
DUTCH DOOR
SCHED. DIM.
3' -0
V
A R
IE
S
S C
H E
D . D
IM
FOLDING PANEL PARTITION
SCHED. DIM.
P O
C K
E T
R E
C E
S S
E D
S C
H E
D . C
E
IL
IN
G
H T
P
S C
H E
D . D
IM
DOUBLE RABBET HM
DOOR FRAME AS
SCHEDULED
SILICONE CAULKING
STEEL REINFORCING, RE:
STRUCT.
GROUT FILLED
DOOR AS SCHEDULED
WALL AS SCHEDULED
RE: PARTITION TYPES
BOXED BEAM HEADER
BATT IF REQ'D
BACKER ROD W/
SEALANT
2 1/2" METAL STUD
SINGLE BOND BEAM
RE: PARTITION TYPE
SILICONE CAULKING
STEEL REINFORCING IN
GROUTED CORES, RE:
STRUCT.
METAL 'T' ANCHORS IN
GROUTED FRAMES, TYP.
DOOR AS SCHEDULED
WALL AS SCHEDULED,
RE: PARTITION TYPES
BATT IF REQ'D
CORNER BEAD
BACKER ROD W/
SEALANT
2 1/2" METAL STUD
CMU BLOCK RE:
PARTITION TYPE
RE: PARTITION TYPE ACOUSTICAL BATT WHERE
REQ'D,
RE: PARTITION TYPE
5/8" GYPSUM WALLBOARD
PACK INSULATION IN
BOXED STUDS
BOXED HEADER @ OPENINGS,
TYP.
SEALANT-
BOTH SIDES, TYP.
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