W9127821R0050 AM02 DRAWINGS.pdf
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- Solicitation number
- W9127821R0050
About this file
This document provides details for a federal contract solicitation to construct facilities at Hurlburt Field, Florida. The solicitation seeks the construction of 103,700 square feet of facilities including administrative areas, team rooms, equipment storage, and a covered vehicle storage area. Unique features include a concrete hardstand, rappelling tower, and antenna platform. The facilities will include utilities, site improvements, pavements, communications, and force protection measures. Six existing buildings will be demolished. The design and construction must meet DoD high performance and sustainable building requirements as well as include low impact development features and AT/FP security regulations. The proposed construction duration is 900 calendar days. Appropriate cybersecurity will be applied to facility control systems. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Mobile.
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US Army Corps of Engineers®
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE, AL 36602
SOF SPECIAL TACTICS OPERATIONS FACILITY (23STS)
FTEV103005
HURLBURT FIELD
20 1
Y21001 21R 50
AMENDMENT NO. 0002
AMENDMENT 0002
So lic ita tio n Nu m be r:
I.S .O
. S he et F ile N am e:
IDENTIFICATION
SHEET
Re vie we d
By
Dr aw n By
De sig ne d
By
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By
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No
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US Army Corps of Engineers
Mobile District
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NEW SOF SPECIAL TACTICS
OPERATIONS FACILITY
FFE=42.00
LP101
LP102
LP104
LP105
107 108
LP103
LP106
SS
SS
SS
X X
X X
X X
X X
X X
X X
X
COMM
Cu x
Cu x Cu x
C u x
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Cu x
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Cu x
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Cu x Cu x Cu x
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Cu x C u x C u x
Wx
Wx
Wx
Wx
Wx Wx Wx Wx
Wx
W x
W x
W x
W x
W x
W x
W x
X
X X
X X
X X
X X X X X X
X X
X X
X X X X X X X X X
33' AT/FP
UNOBSTRUCTED
SPACE
SS SS
SS
SS
W W
G G
G
FW FW FW FW FW
25' WETLAND BUFFER
WETLAND
SS
FM
FM
FM
FM
FM
FM
X X X X
W W
W W W W W W W W W W
SOD
2' CONC.
MAINTENANCE
STRIP
3 - TAX DIS
SEED
SOD
SEED
SOD
SEED
SEED
SEED
SEED
SOD
SHEET LP104
SHEET LP105
SHEET LP105
SHEET LP106
33' AT/FP
UNOBSTRUCTED
SPACE
SOD
1 - ACE GLO
SEED
3 - LIR EMC1 - ACE GLO
2' CONC.
MAINTENANCE
STRIP
METAL BED EDGE
METAL BED EDGE
LP105
LA
N
D
SC
AP
E
PL
AN
TI
N
G P
LA
N
PLAN NORTH
PLANTING PLAN
SCALE: 1" = 30'
LANDSCAPE
SITE KEY PLAN
NOT TO SCALE
1. SEE SHEET L-001 FOR LANDSCAPE NOTES,
LEGENDS AND ABBREVIATIONS.
2. SEED AREAS DISTURBED BY CONSTRUCTION
UNLESS INDICATED OTHERWISE.
3. SEE CIVIL SHEETS FOR TREE REMOVAL.
4. PROTECT EXISTING TREES TO REMAIN. SEE
CIVIL FOR TREE PROTECTION DETAIL.
5. SEE SHEET LP501 FOR PLANT SCHEDULE AND
PLANTING DETAILS.
GENERAL NOTES
NOTE:
SEE LP501-PLANT SCHEDULE, FOR BASE
BID & ADDITIVE ITEM DESIGNATIONS.
Am en dm en t N o.
de let ed no tat ion
JU
L 2
A
B
C
C
D
D
E
E FD.9
D.9C.3 D.5
6.8
163' - 9"
W
X40
W
X40
W
X40
W
X40
W 12X50
W 12X53
W
X53
W
X40
W
X58
W
X40
W
X40
W
X40
W
X40
W 12X40
W 12X40
W
X40
W
X40
W
X40
W
X40
W
X58
W 12X40
W
X40
W
X40
W
X40
W
X40
W
X50
W 12X40
W 12X40
W
X40
W 12X40
W 12X40
7'
2" BUILDING JT. IN CMU WALL
TYPICAL
9' - 7" 21' - 11" 19' - 2" 10' - 10" 1' - 6"
38' - 0" 31' - 6" 31' - 6" 30' - 0" 1' - 6" 31' - 3"
1'
/8
1' - 5 5/8"
F/ 12" CMU, TYPICAL
2' - 1"
2'
F/ CMU VENEER,
TYP.
C.J.-TYP.
NOTE 3
A5
S-504
A6
S-503
6046TYP.
TYP.
8" CMU INTERIOR WALLS,
TYPICAL
12" CMU, TYPICAL U.N.O.
A4
S-502
TYP. @ CMU
INTERIOR WALLS
E6
S-502
TYP. @
MAN-DOORS
CMU CONTROL JOINT,
TYP; COORD. w/ ARCH.
SEE /C6 S-006
6" SLAB
TRENCH
DRAIN, TYP.
F6
S-505
TYP. @
DRAINS
'-1
/2
8'
-1
1/ 2"
S o lic it a ti o n
N u m b e r:
I.
S
.O
S h e e t
F il e N a m e
IDENTIFICATION
SHEET
R e v ie w e d
B y
D ra w n
B y
D e s ig n e d
B y
C h e c k e d
B y
D a te
F ile
N o
S y m b o l D e s c ri p ti o n
R e v is io n s
A p p ro v e d D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
U .S
A
R M
Y E
N G
IN
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C O
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P M
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U s e rs \h o o k s a \D o c u m e n ts
\1
-S a d a m .h o o k s s s a in c .c o m
.r v t
SCALE: 1/8" = 1'-0" S-112
F
IR
S T
F L O
O R
S L A
B P
L A
N
B L O
C K
LW
M
A C
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JC
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S O
F S
P E
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F
L
FIRST FLOOR SLAB PLAN - BLOCK 1
PLAN
NORTH FIRST FLOOR SLAB KEY PLAN
1 2 3
112 113 114
115116117
0 4' 8' 16'
SCALE: 1/8"=1'-0"
NOTES:
1. FINISH FIRST FLOOR (TOP OF SLAB) ELEVATION = 42.00’.
2. FIRST FLOOR SLAB ON GROUND MUST BE 4” THICK TYPICAL,
UNLESS NOTED OTHERWISE. SEE S-000 SERIES FOR
GENERAL NOTES AND TYPICAL FLOOR CONSTRUCTION
DETAILS.
3. SEE S-111 FOR LOCATIONS OF SLAB CRACK CONTROL
JOINTS.
A M
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D M
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T
T R
E N
C H
D R
A
IN
D E
T A
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/3
/2
L
F G H J K L.5
0'
0"
W 12X50
W
X40
W
X40
W
X40
W
X40
W
X40
W 12X45
W
X50
W 12X53
W
X53
W
X40
W
X58
W
X40
W
X58
W
X50
W
X58
W
X58
W
X53
W
X53
W
X58
W
X53
W
X53
W
X58
W
X58
W
X50
W 12X40
W 12X40
W 12X50
W 12X40
W 12X40
W
X45
30' - 10" 32' - 5" 33' - 3" 30' - 3" 20' - 0" 9' - 11"
-3"
-3"
DEPRESS SLAB
FOR SHOWERS
DEPRESS SLAB
FOR SHOWERS
9'
C.J.-TYP.
NOTE 3
D2
S-502
D4
S-502
A6
S-503
A5
S-504
A2
S-505
156' - 8"
TYP. U.N.O.
TYP.
12" CMU, TYP. U.N.O.
1'
/8 " F/ 12"
CMU,
TYP.
8" CMU INTERIOR WALLS,
TYPICAL
2" 24' - 0" 6' - 8"
/8
7'
/8
7'
/8
9'
1/ 4"
1' - 5 5/8"8' - 4 5/8" 11' - 4 5/8" 7 5/8" 9' - 6 1/4"
8" CMU
8" CMU
8" CMU
8" CMU
D2
S-505
A4
S-502
TYP. @ CMU INTERIOR WALLS, U.N.O.
7 3/8"
3/
8" 7 3/8"
2'
F/ CMU VENEER
TYP. U.N.O.
7 3/8"
3/
8"
7 3/8"
4"
E4
S-505
A6
S-502
6095b
W 8X
CMU CONTROL JOINT,
TYP; COORD. w/ ARCH.
SEE /C6 S-006
A6
S-503
E6
S-502
TRENCH
DRAIN, TYP.
A6
S-507
A6
S-507
SIM.
F6
S-505
TYP. @
DRAINS
S o lic it a ti o n
N u m b e r:
I.
S
.O
S h e e t
F il e N a m e
IDENTIFICATION
SHEET
R e v ie w e d
B y
D ra w n
B y
D e s ig n e d
B y
C h e c k e d
B y
D a te
F ile
N o
S y m b o l D e s c ri p ti o n
R e v is io n s
A p p ro v e d D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
U .S
A
R M
Y E
N G
IN
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E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
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S M
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B A
M A
W
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J U
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U s e rs \h o o k s a \D o c u m e n ts
\1
-S a d a m .h o o k s s s a in c .c o m
.r v t
SCALE: 1/8" = 1'-0" S-113
F
IR
S T
F L O
O R
S L A
B P
L A
N
B L O
C K
LW
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A C
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JC
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S O
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P E
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FIRST FLOOR SLAB PLAN - BLOCK 2
PLAN
NORTH FIRST FLOOR SLAB KEY PLAN
1 2 3
112 113 114
115116117
0 4' 8' 16'
SCALE: 1/8"=1'-0"
NOTES:
1. FINISH FIRST FLOOR (TOP OF SLAB) ELEVATION = 42.00’.
2. FIRST FLOOR SLAB ON GROUND MUST BE 4” THICK TYPICAL,
UNLESS NOTED OTHERWISE. SEE S-000 SERIES FOR
GENERAL NOTES AND TYPICAL FLOOR CONSTRUCTION
DETAILS.
3. SEE S-111 FOR LOCATIONS OF SLAB CRACK CONTROL
JOINTS.
A M
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D M
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T R
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C H
D R
A
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D E
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/3
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T/FTG.
SEE PLAN
1ST FL.
+0'-0"
T/FTG.
SEE PLAN
1ST FL.
+0'-0"
1ST FL.
+0'-0"
T/FTG.
SEE PLAN
1ST FL.
+0'-0"
1ST FL.
+0'-0"
T/FTG.
SEE PLAN
T/ PEDESTAL
-0'-8"
T/ PAVEMENT VARIES
SEE CIVIL
T/FTG. VARIES
SEE PLAN
T/ CONC.
-0'-8"
T/ PAVEMENT VARIES
SEE CIVIL
+6'-8"
SEE PLUMBING
VARIES
1ST FL.
+0'-0"
5 - #6
3 - #5
18" MAX SPACING.
#5 @12" w/ STD
90 DEG HOOK @ BOTTOM
EA. FACE
#6 @ 12" w/ STD 90 DEG.
HOOKS EA. END
5 #6 w/ STD 90 DEG.
HOOKS EA. END
TOP BAR SUPPORTS
AS NECESSARY
1'
1' - 2 1/2" 1' - 7" 1' - 2 1/2"
4' - 0"
11 5/8" 7 3/8"
DOWEL 6 1/2" MIN. IN EPOXY
ADHESIVE. ULTIMATE BOND
STRENGTH (PULLOUT) =
13,000 LB.
#5 @ 24" O.C.
CENTER IN WALL
FULLY GROUT ALL BOTTOM
CMU COURSE CELLS
8"x8" TURNDOWN
CONT. #5
30LB FELT
3 - #4
12" MAX. SPACING
#4 @ 9" w/ STD
90 DEG HOOK @ BOTTOM
8" CMU
#4 @ 9" w/ STD 90 DEG.
HOOKS EA. END
4 - #4 w/ STD 90 DEG.
HOOKS EA. END
TOP BAR SUPPORTS
AS NECESSARY
4 - #4
1' - 2 3/16" 7 5/8" 1' - 2 3/16"
3' - 0"
1'
DOWEL 6 1/2" MIN. IN EPOXY
ADHESIVE. ULTIMATE BOND
STRENGTH (PULLOUT) = 13,000 LB.
#5 @ 24" O.C.
CENTER IN WALL
FULLY GROUT ALL BOTTOM
CMU COURSE CELLS
8"x8" TURNDOWN IN 4" SLAB, TYP.
CONT. #5 IN 4" SLAB, TYP.
30LB FELT, TYP.
3 - #4 12" MAX. SPACING #4 @ 9" w/ STD
90 DEG HOOK @ BOTTOM
8" CMU
#4 @ 9" w/ STD 90 DEG.
HOOKS EA. END
4 - #4 w/ STD 90 DEG.
HOOKS EA. END
TOP BAR SUPPORTS
AS NECESSARY
4 - #4
10 1/2" 1' - 3" 10 1/2"
3' - 0"
1'
4" CMU VENEER
7 5/8" 7 3/8"
DOWEL 6 1/2" MIN. IN EPOXY
ADHESIVE. ULTIMATE BOND
STRENGTH (PULLOUT) = 13,000 LB.
#5 @ 24" O.C.
CENTER IN WALL
FULLY GROUT ALL BOTTOM
CMU COURSE CELLS
8"x8" TURNDOWN IN 4" SLAB, TYP.
CONT. #5 IN 4" SLAB, TYP.
30LB FELT
CMU WALL
BEYOND
2'
- 6
2 - #4
CONT. #5
SLAB EDGE
2-#4 W/ 45-DEG BENDS
AT ENDS
#4x3'-0" @ 10" MAX. O.C., CTR. IN SLAB
SEE A6 / S-503 FOR
ADDITIONAL
INFORMATION
SECTION A-A
A A
1' - 9" 1' - 6" 1' - 9"
5' - 0"
1'
CONCRETE HARDSTAND
SEE CIVIL
3"
E Q
S P
A
T O
P
T
IE
S
W
IT
H
IN
4- #4 TIE SETS
PEDESTAL,
SEE PLAN
4 ANCHOR BOLTS TYP.,
SEE COL. SCHED.2" NON-SHRINK GROUT
SEE COLUMN SCHEDULE
BASEPLATE, SEE COL. SCHED.
E M
B E
D M
E N
T
1' -0
2 - #5 IN 1'-4" TALL STEM WALL
3 - #5 IN 2'-0" TALL STEM WALL
12" MAX. SPACING
#5 @ 12" w/ STD
90 DEG HOOK @ BOTTOM
8" CMU
#6 @ 12" w/ STD 90
DEG.
HOOKS EA. END
6 - #6 w/ STD 90 DEG.
HOOKS EA. END
TOP BAR SUPPORTS
AS NECESSARY6 - #6
2' - 2 3/16" 7 5/8" 2' - 2 3/16"
5' - 0"
1'
#5 @ 24" O.C.
CENTER IN WALL
FULLY GROUT ALL BOTTOM
CMU COURSE CELLS
T E
N S
IO
N
L A
P S
P
LI
C E
EXTEND VERTICAL STEM WALL REINF. @
24" O.C. ABOVE T/ WALL TO SPLICE w/
CMU REINF. COORDINATE REINF.
LOCATIONS WITH MASONS DURING
CONSTRUCTION
CONCRETE HARDSTAND
SEE CIVIL
AT COLUMNS AT WALLS
CMU BOND BEAM
w/ 2 - #5
NOTE 2
DRAIN (NOTE 1)
SLOPE SLAB & TOP OF TRENCH
DRAIN ENCASEMENT.
NOTES:
1. SMITH/ACO DRAIN 9872, LOAD CLASS E, DUCTILE IRON RAIL & GRATE.
2. SET TOP OF DRAIN GRATE ELEVATIONS AT -1/8" RELATIVE
TO ADJACENT CONCRETE.
FIRST
SECOND
THIRD PLACEMENT
SEQUENCE
4" 8" 8 1/2" 8" 4"
M
IN
8"
7 #4
#5 @ 12" O.C.
COMPACTED SUBGRADE
1/2" EXPANSION JT. FILLER
w/ FUEL RESISTANT SEALANT
1/8:121/8:12
TYP.
1' - 0"
#3 @ 12" O.C.
2 - #3 6" 6"
1' - 0"
TRENCH DRAIN
(NOTE 1)
4" 4"
NOTES:
1. BASIS OF DESIGN:
SMITH 9930 SERIES ENVIRO-FLO DRAIN; LOAD
CLASS A GRATING. SEE SPECIFICATION 22 00 00
"PLUMBING, GENERAL PURPOSE" SECTION 2.6.7.
S o lic it a ti o n
N u m b e r:
I.
S
.O
S h e e t
F il e N a m e
IDENTIFICATION
SHEET
R e v ie w e d
B y
D ra w n
B y
D e s ig n e d
B y
C h e c k e d
B y
D a te
F ile
N o
S y m b o l D e s c ri p ti o n
R e v is io n s
A p p ro v e d D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
U .S
A
R M
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N G
IN
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T R
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C O
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S O
F E
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U s e rs \h o o k s a \D o c u m e n ts
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.r v t
S-505
D E
T A
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S
LW
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A C
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JC
S
S O
F S
P E
C
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A C
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R A
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F A
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H U
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U R
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F
L
(6044)(6043)(6042)
SCALE: 1" = 1'-0"
SECTION
A2 REF: S-103,S-113,S-401 SCALE: 1" = 1'-0"
SECTION
D2 REF: S-106,S-113,S-116,S-401 SCALE: 1" = 1'-0"
SECTION
F2 REF: S-106,S-116
0 6" 1' 2'
SCALE: 1"=1'-0"
SCALE: 1" = 1'-0"
SECTION
E4 REF: S-113
SCALE: 1" = 1'-0"
SECTION
A6 REF: S-106,S-107
(6106)
(6108)
SCALE: 1 1/2" = 1'-0"
SECTION
A4 REF: S-116
(4101)
SCALE: 1 1/2"=1'-0"
6" 1' 1'-6"
SCALE: 1 1/2" = 1'-0"
SECTION
F6 REF: S-112, S-113
(4102)
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A
T
E T
A
I
ADE CR
H
KRIMMEL
TRAVIS
C
E T
T
B
FO LA A
M
A
DOOR SCHEDULE GENERAL NOTES
1. THE DOOR SCHEDULE LISTS THE DOORS IN THE PROJECT. IT
LISTS DOOR NUMBERS WHICH ARE SHOWN ON THE
ARCHITECTURAL FLOOR PLANS CONTAINED IN THE A-100 SHEET
SERIES.
2. SEE MISC. BUILDING FINISHES ON SHEET A-661 FOR FINISHES
REQUIRED ON DOORS & FRAMES.
3. SEE SHEET A-605 FOR DOOR & FRAME TYPES.
4. SEE SHEET A-605 FOR THRESHOLD TYPES.
5. EACH DOOR LISTED SHALL BE PROVIDED WITH A DOOR NUMBER
SIGN (SIGN TYPE H1). DOOR NUMBER ENGRAVED ON THE DOOR
NUMBER SIGN SHALL BE SAME AS NUMBER LISTED IN DOOR
SCHEDULE. SEE DOOR MOUNTING LOCATION DIAGRAM ON
SHEET AG601. SEE SPECIFICATIONS FOR SIGN DETAILS. CASED
OPENINGS, COUNTER SHUTTERS, MOVABLE PARTITIONS &
AUTOMATIC DOOR UNITS DO NOT REQUIRE A DOOR NUMBER
SIGN.
6. STC RATING FOR DOORS LISTED IS THE MINIMUM REQUIRED.
NOT ALL DOORS HAVE A MINIMUM STC RATING.
ABBREVIATION LEGEND
EXT EXTERIOR
HDW. HARDWARE
INT INTERIOR
NO. NUMBER
PR. PAIR OF
SIM. SIMILIAR
THRESH THRESHOLD
E.T. EXTERIOR THRESHOLD
I.T. INTERIOR THRESHOLD
# NUMBER
* SEE REMARKS COLUMN
DOOR SCHEDULE REMARKS
1. DOOR SHALL SWING BEYOND 90 DEGREES. SEE FLOOR PLANS
CONTAINED IN THE A-100 SHEET SERIES FOR EXTENTS OF DOOR
SWINGS.
2. DOOR WIDTH & HEIGHT DIMENSIONS ARE FOR MASONRY
OPENING. ACTUAL COILING DOOR PANEL SIZE SHALL BE BY
DOOR MANUFACTURER TO ACCOMODATE FOR DOOR OVERRUN.
3. PAIR OF EQUAL DOORS.
4. MOVABLE PARTITION THICKNESS & THRESHOLD BY
MANUFACTUERER. WIDTH & HEIGHT INDICATED IS THE ROOM
SIZE. MOVABLE PARTITION SHALL BE SIZED TO MAXIMIZE OPEN
AREA. SEE HEAD & JAMB DETAILS.
5. DOOR OPENING HAS A CONCRETE CURB. SEE WALL TYPE 11 ON
SHEET A-551. DOOR HEAD SHALL BE MOUNTED @ 7'-6" A.F.F.
6. VAULT DOOR, DOOR FRAME & DAY DATE SHALL BE PROVIDED AS
AN INTEGRAL UNIT. HEAD & JAMB DETAILS ON BASIS OF DESIGN.
ACCUAL HEAD & JAMB DETAILS SHALL BE BY DOOR
MANUFACTURER.
7. DOOR FRAMES IN DEMOUNTABLE WALLS SHALL BE INTEGRAL TO
THE WALL SYSTEM & SHALL BE PROVIDED BY THE
DEMOUNTABLE WALL MANUFACTURER AS PART OF THE WALL
PACKAGE.
S o lic it a ti o n N u m b e r:
I.
S
.O S h e e t F ile N a m e
IDENTIFICATION
SHEET
R e v ie w e d B y
D ra w n B y
D e s ig n e d B y
C h e c k e d B y
D a te
F ile
N o
S y m b o l
D e s c ri p ti o n
R e v is io n s
A p p ro v e d
D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S M
O B
IL
E
A
L A
B A
M A
W
8-
-R
-0
M E
Y
J
U N
E
K C
H
IL
D S
/2
/2
:3
:3
P
M
C
U s e rs \t ra v is
.k ri m m e l\ D o c u m e n ts
\1
S
T S
O P
S H u rl b u rt tr a v is
.k ri m m e l.
rv t
A-601
D O
O R
S C
H E
D U
L E
T K
R
IM
M E
L
T K
R
IM
M E
L
K C
H
IL
D S
S O
F S
P E
C
IA
L T
A C
T
IC
S O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
H U
R L B
U R
T F
IE
L D
F
L
DOOR SCHEDULE PART 1
DOOR NO. DOOR WIDTH
DOOR
HEIGHT
DOOR
THICKNESS DOOR TYPE FRAME TYPE FIRE STC GLAZING HDWR SET HEAD DET. JAMB DET.
Door Threshold
Type REMARKS
1A01 3' - 0" 7' - 0" 1 3/4" D3 DF2 - - 2.0 A6/A-611 D6/A-611 E.T.
1A02 3' - 0" 7' - 0" 1 3/4" D1 DF2 50 - 21.0 E6/A-610 G6/A-610 I.T.
1A02A 6' - 0" 7' - 0" 1 3/4" D11 N/A 45 - 54.0 N/A N/A I.T. 7
1A03 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 39.0 A2/A-610 C2/A-610 I.T.
1A04 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1A05 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1A06 3' - 0" 7' - 0" 1 3/4" D1 DF2 50 - 21.0 E6/A-610 G6/A-610 I.T.
1A06A 6' - 0" 7' - 0" 1 3/4" D11 N/A 45 - 54.0 N/A N/A I.T. 7
1A07 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1A08 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1A09 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 39.0 A2/A-610 C2/A-610 I.T.
1A10 3' - 0" 7' - 0" 1 3/4" D1 DF2 50 - 21.0 E6/A-610 G6/A-610 I.T.
1A10A 6' - 0" 7' - 0" 1 3/4" D11 N/A 45 - 54.0 N/A N/A I.T. 7
1A11 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 39.0 A2/A-610 C2/A-610 I.T.
1A12 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1A13 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1A14 3' - 0" 7' - 0" 1 3/4" D1 DF2 50 - 21.0 E6/A-610 G6/A-610 I.T.
1A15 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1A16 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1A17 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 39.0 A2/A-610 C2/A-610 I.T.
1A18 6' - 0" 7' - 0" 1 3/4" D3 DF2 - - 50.0 A6/A-611 D6/A-611 E.T.
1A19 3' - 0" 7' - 0" 1 3/4" D3 DF2 - - 49.0 A6/A-611 D6/A-611 E.T.
1B01 3' - 0" 7' - 0" 1 3/4" D4 DF2 40 G2 5.0 A4/A-610 C4/A-610 I.T.
1B01A 3' - 0" 7' - 0" 1 3/4" D4 DF2 40 G2 16.0 A4/A-610 C4/A-610 I.T.
1B02 3' - 0" 7' - 0" 1 3/4" D1 DF2 50 - 21.0 E6/A-610 G6/A-610 I.T.
1B02A 6' - 0" 7' - 0" 1 3/4" D11 N/A 45 - 54.0 N/A N/A I.T. 7
1B03 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 39.0 A2/A-610 C2/A-610 I.T.
1B04 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1B05 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1B06 3' - 0" 7' - 0" 1 3/4" D1 DF2 50 - 21.0 E6/A-610 G6/A-610 I.T.
1B06A 6' - 0" 7' - 0" 1 3/4" D11 N/A 45 - 54.0 N/A N/A I.T. 7
1B07 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1B08 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1B09 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 39.0 A2/A-610 C2/A-610 I.T.
1B10 3' - 0" 7' - 0" 1 3/4" D1 DF2 50 - 21.0 E6/A-610 G6/A-610 I.T.
1B10A 6' - 0" 7' - 0" 1 3/4" D11 N/A 45 - 54.0 N/A N/A I.T. 7
1B11 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 39.0 A2/A-610 C2/A-610 I.T.
1B12 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1B13 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1B14 3' - 0" 7' - 0" 1 3/4" D1 DF2 50 - 21.0 E6/A-610 G6/A-610 I.T.
1B14A 6' - 0" 7' - 0" 1 3/4" D11 N/A 45 - 54.0 N/A N/A I.T. 7
1B15 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1B16 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 34.0 A2/A-610 C2/A-610 I.T.
1B17 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 39.0 A2/A-610 C2/A-610 I.T.
1BS2 3' - 0" 7' - 0" 1 3/4" D3 DF2 - - 2.0 A6/A-611 D6/A-611 E.T.
1C01 6' - 0" 7' - 0" 1 3/4" D6 W7 - G3 1.0 A3/A-622 F5/A-622 E.T.
1C02 3' - 0" 7' - 0" 1 3/4" D1 DF2 45 - 20.0 E6/A-610 G6/A-610 I.T.
1C03 3' - 0" 7' - 0" 1 3/4" D1 DF2 45 - 20.0 E6/A-610 G6/A-610 I.T.
1C04 3' - 0" 7' - 0" 1 3/4" D1 DF2 45 - 37.0 A4/A-610 C4/A-610 I.T.
1C05 3' - 0" 7' - 0" 1 3/4" D1 DF2 45 - 37.0 A4/A-610 C4/A-610 I.T.
1C06 3' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 20.0 E6/A-610 G6/A-610 I.T.
1C06A 3' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 20.1 E6/A-610 G6/A-610 I.T.
1C07 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 34.0 A2/A-610 C2/A-610 I.T.
1C08 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 34.0 A2/A-610 C2/A-610 I.T.
1C10 3' - 0" 7' - 0" 1 3/4" D1 DF2 50 - 20.0 E6/A-610 G6/A-610 I.T.
1C10A 3' - 0" 7' - 0" 1 3/4" D1 DF2 50 - 32.0 A2/A-610 C2/A-610 I.T.
1C13 3' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 21.0 A4/A-610 C4/A-610 I.T.
1C14 3' - 0" 7' - 0" 1 3/4" D1 DF2 40 - 20.0 A4/A-610 C4/A-610 I.T. 1
1C15 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 12.0 A2/A-610 C2/A-610 I.T.
1C16 3' - 0" 7' - 0" 1 3/4" D1 DF2 40 - 43.0 A4/A-610 C4/A-610 I.T. 1
1C17 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 12.0 A2/A-610 C2/A-610 I.T.
1C19 6' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 26.0 A4/A-610 C4/A-610 I.T. 1
1C19A 3' - 0" 7' - 0" 1 3/4" D4 DF2 - G3 30.0 A6/A-611 D6/A-611 E.T.
1C19B 10' - 0" 8' - 0" 1/4" D9 N/A - - 53.0 F4/A-611 F6/A-611 E.T. 2
1C20 6' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 27.0 A4/A-610 C4/A-610 I.T. 1
1C20A 14' - 0" 10' - 0" 1/4" D9 N/A - - 53.0 F4/A-611 F6/A-611 E.T. 2
1CC1 3' - 0" 7' - 0" 1 3/4" D4 DF2 - G2 10.0 E6/A-610 G6/A-610 I.T.
1CC2 3' - 0" 7' - 0" 1 3/4" D4 DF2 - G2 30.0 A6/A-611 D6/A-611 E.T.
1CS1 3' - 0" 7' - 0" 1 3/4" D4 DF2 1 HR - G5 8.0 E6/A-610 G6/A-611 I.T.
A m e n d m e n t N o
N O
T E
C H
A N
G E
J U
L
PAUL
RE
S
E G
SI T
R
A
T
E T
A
I
ADE CR
H
KRIMMEL
TRAVIS
C
E T
T
B
FO LA A
M
A
DOOR SCHEDULE GENERAL NOTES
1. THE DOOR SCHEDULE LISTS THE DOORS IN THE PROJECT. IT
LISTS DOOR NUMBERS WHICH ARE SHOWN ON THE
ARCHITECTURAL FLOOR PLANS CONTAINED IN THE A-100 SHEET
SERIES.
2. SEE MISC. BUILDING FINISHES ON SHEET A-661 FOR FINISHES
REQUIRED ON DOORS & FRAMES.
3. SEE SHEET A-605 FOR DOOR & FRAME TYPES.
4. SEE SHEET A-605 FOR THRESHOLD TYPES.
5. EACH DOOR LISTED SHALL BE PROVIDED WITH A DOOR NUMBER
SIGN (SIGN TYPE H1). DOOR NUMBER ENGRAVED ON THE DOOR
NUMBER SIGN SHALL BE SAME AS NUMBER LISTED IN DOOR
SCHEDULE. SEE DOOR MOUNTING LOCATION DIAGRAM ON
SHEET AG601. SEE SPECIFICATIONS FOR SIGN DETAILS. CASED
OPENINGS, COUNTER SHUTTERS, MOVABLE PARTITIONS &
AUTOMATIC DOOR UNITS DO NOT REQUIRE A DOOR NUMBER
SIGN.
6. STC RATING FOR DOORS LISTED IS THE MINIMUM REQUIRED.
NOT ALL DOORS HAVE A MINIMUM STC RATING.
ABBREVIATION LEGEND
EXT EXTERIOR
HDW. HARDWARE
INT INTERIOR
NO. NUMBER
PR. PAIR OF
SIM. SIMILIAR
THRESH THRESHOLD
E.T. EXTERIOR THRESHOLD
I.T. INTERIOR THRESHOLD
# NUMBER
* SEE REMARKS COLUMN
DOOR SCHEDULE REMARKS
1. DOOR SHALL SWING BEYOND 90 DEGREES. SEE FLOOR PLANS
CONTAINED IN THE A-100 SHEET SERIES FOR EXTENTS OF DOOR
SWINGS.
2. DOOR WIDTH & HEIGHT DIMENSIONS ARE FOR MASONRY
OPENING. ACTUAL COILING DOOR PANEL SIZE SHALL BE BY
DOOR MANUFACTURER TO ACCOMODATE FOR DOOR OVERRUN.
3. PAIR OF EQUAL DOORS.
4. MOVABLE PARTITION THICKNESS & THRESHOLD BY
MANUFACTUERER. WIDTH & HEIGHT INDICATED IS THE ROOM
SIZE. MOVABLE PARTITION SHALL BE SIZED TO MAXIMIZE OPEN
AREA. SEE HEAD & JAMB DETAILS.
5. DOOR OPENING HAS A CONCRETE CURB. SEE WALL TYPE 11 ON
SHEET A-551. DOOR HEAD SHALL BE MOUNTED @ 7'-6" A.F.F.
6. VAULT DOOR, DOOR FRAME & DAY DATE SHALL BE PROVIDED AS
AN INTEGRAL UNIT. HEAD & JAMB DETAILS ON BASIS OF DESIGN.
ACCUAL HEAD & JAMB DETAILS SHALL BE BY DOOR
MANUFACTURER.
7. DOOR FRAMES IN DEMOUNTABLE WALLS SHALL BE INTEGRAL TO
THE WALL SYSTEM & SHALL BE PROVIDED BY THE
DEMOUNTABLE WALL MANUFACTURER AS PART OF THE WALL
PACKAGE.
S o lic it a ti o n N u m b e r:
I.
S
.O S h e e t F ile N a m e
IDENTIFICATION
SHEET
R e v ie w e d B y
D ra w n B y
D e s ig n e d B y
C h e c k e d B y
D a te
F ile
N o
S y m b o l
D e s c ri p ti o n
R e v is io n s
A p p ro v e d
D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S M
O B
IL
E
A
L A
B A
M A
W
8-
-R
-0
M E
Y
J
U N
E
K C
H
IL
D S
/2
/2
:3
:3
P
M
C
U s e rs \t ra v is
.k ri m m e l\ D o c u m e n ts
\1
S
T S
O P
S H u rl b u rt tr a v is
.k ri m m e l.
rv t
A-602
D O
O R
S C
H E
D U
L E
T K
R
IM
M E
L
T K
R
IM
M E
L
K C
H
IL
D S
S O
F S
P E
C
IA
L T
A C
T
IC
S O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
H U
R L B
U R
T F
IE
L D
F
L
DOOR SCHEDULE PART 2
DOOR NO.
DOOR
WIDTH
DOOR
HEIGHT
DOOR
THICKNESS DOOR TYPE FRAME TYPE FIRE STC GLAZING HDWR SET HEAD DET. JAMB DET.
Door Threshold
Type REMARKS
1D01 3' - 0" 7' - 0" 1 3/4" D1 DF2 40 - 43.0 A4/A-610 C4/A-610 I.T. 1
1D02 3' - 0" 7' - 0" 1 3/4" D1 DF2 40 - 39.0 A4/A-610 C4/A-610 I.T. 1
1D03 3' - 0" 7' - 0" 1 3/4" D4 DF2 - G3 30.0 A6/A-611 D6/A-611 E.T.
1D03A 14' - 0" 10' - 0" 1/4" D9 N/A - - 53.0 F4/A-611 F6/A-611 E.T. 2
1D04 3' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 20.0 A4/A-610 C4/A-610 I.T.
1D04A 3' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 20.0 A4/A-610 C4/A-610 I.T.
1D05 4' - 0" 7' - 0" 1 3/4" D1 DF2 SMOKE 50 - 22.0 A4/A-610 C4/A-610 I.T.
1D06 6' - 0" 7' - 0" 1 3/4" D3 DF2 - - 50.0 A6/A-611 D6/A-611 E.T.
1D07 3' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 20.1 A4/A-610 C4/A-610 I.T.
1D07A 3' - 0" 7' - 0" 1 3/4" D4 DF2 - G3 30.0 A6/A-611 D6/A-611 E.T.
1D07B 8' - 0" 8' - 0" 1/4" D9 N/A - - 53.0 F4/A-611 F6/A-611 E.T. 2
1D08 3' - 0" 7' - 0" 1 3/4" D1 DF2 45 - 34.0 B2/A-610 C2/A-610 I.T.
1D10 3' - 0" 7' - 0" 1 3/4" D2 DF2 45 MIN 40 G5 40.0 B2/A-610 C2/A-610 I.T.
1D12 3' - 0" 7' - 0" 1 3/4" D1 DF2 45 MIN 40 - 41.0 B2/A-610 C2/A-610 I.T.
1D12A 6' - 0" 7' - 0" 1 3/4" D3 DF2 - - 31.0 A6/A-611 D6/A-611 E.T.
1F01 3' - 0" 7' - 0" 1 3/4" D1 DF2 40 - 20.0 A4/A-610 C4/A-610 I.T. 1
1F02 3' - 0" 7' - 0" 1 3/4" D1 DF2 40 - 20.0 A4/A-610 C4/A-610 I.T. 1
1F03 3' - 0" 7' - 0" 1 3/4" D2 DF2 50 G2 25.0 A4/A-610 C4/A-610 I.T.
1F04 3' - 0" 7' - 0" 1 3/4" D2 DF2 50 G2 35.0 A4/A-610 C4/A-610 I.T.
1F05 6' - 0" 7' - 0" 1 3/4" D1 DF2 40 - 47.0 A4/A-610 C4/A-610 I.T.
1F06 14' - 0" 10' - 0" 1/4" D9 N/A - - 53.0 F4/A-611 F6/A-611 E.T. 2
1F07 14' - 0" 10' - 0" 1/4" D9 N/A - - 53.0 F4/A-611 F6/A-611 E.T. 2
1F08 14' - 0" 10' - 0" 1/4" D9 N/A - - 53.0 F4/A-611 F6/A-611 E.T. 2
1F08A 3' - 0" 7' - 0" 1 3/4" D4 DF2 - G3 30.0 A6/A-611 D6/A-611 E.T.
1F09 14' - 0" 10' - 0" 1/4" D9 N/A - - 53.0 F4/A-611 F6/A-611 E.T. 2
1F09A 3' - 0" 7' - 0" 1 3/4" D4 DF2 - G3 30.0 A6/A-611 D6/A-611 E.T.
1F10 6' - 0" 7' - 0" 1 3/4" D3 DF2 45 MIN - - 3.0 A6/A-610 C6/A-610 E.T.
1F11 3' - 0" 7' - 0" 1 3/4" D1 DF2 45 - 38.0 A4/A-610 C4/A-610 I.T.
1F12 3' - 0" 7' - 0" 1 3/4" D1 DF2 45 - 37.0 A4/A-610 C4/A-610 I.T.
1F15 3' - 0" 7' - 0" 1 3/4" D1 DF2 45 - 37.0 A4/A-610 C4/A-610 I.T.
1FS3 3' - 0" 7' - 0" 1 3/4" D2 DF2 1 HR - G5 7.0 A4/A-610 C4/A-610 I.T.
1FS3A 3' - 0" 7' - 0" 1 3/4" D4 DF2 - G3 2.1 A6/A-611 D6/A-611 E.T.
1G01 6' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 17.0 A4/A-610 C4/A-610 I.T.
1G01A 8' - 0" 10' - 0" 1/4" D9 N/A - - 53.0 F4/A-611 F6/A-611 E.T. 2
1G01B 3' - 0" 7' - 0" 1 3/4" D4 DF2 - G3 30.0 A6/A-611 D6/A-611 E.T.
1G03 3' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 21.0 A4/A-610 C4/A-610 I.T.
1G03A 3' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 20.1 A4/A-610 C4/A-610 I.T.
1G05 5' - 0" 7' - 0" 1 3/4" D5 N/A 45 MIN - - 55.0 D2/A-611 F2/A-611 &
G2/A-611
I.T. 6
1G05A 5' - 0" 7' - 0" 1 3/4" D7 N/A - - 55.0 D2/A-611 F2/A-611 & G2/A-611
I.T. 6
1G05B 2' - 8" 3' - 2" 1/4" D8 N/A 45 MIN - - 52.0 A6/A-612 D3/A-612 I.T.
1G05C 2' - 8" 3' - 2" 1/4" D8 N/A 45 MIN - - 52.0 A6/A-612 D3/A-612 I.T.
1G07 6' - 0" 7' - 0" 1 3/4" D2 DF2 40 G2 26.0 A4/A-610 C4/A-610 I.T.
1G07A 3' - 0" 7' - 0" 1 3/4" D4 DF2 - G3 30.0 A6/A-611 D6/A-611 E.T.
1G07B 14' - 0" 10' - 0" 1/4" D9 N/A - - 53.0 F4/A-611 F6/A-611 E.T. 2
1G09 6' - 0" 7' - 0" 1 3/4" D3 DF2 - - 4.0 A6/A-611 D6/A-611 E.T.
1G10 6' - 0" 7' - 0" 1 3/4" D3 DF2 - - 50.0 A6/A-611 D6/A-611 E.T.
2A01 6' - 0" 7' - 0" 1 3/4" D2 DF2 - G2 11.0 B2/A-610 C2/A-610 I.T.
2A02 4' - 0" 7' - 0" 1 3/4" D1 DF1 45 MIN 60 - 44.0 E2/A-610 G2/A-610 I.T.
2A03 3' - 0" 7' - 0" 1 3/4" D2 DF1 40 G2 20.0 A2/A-610 C2/A-610 I.T.
2A03A 3' - 0" 7' - 0" 1 3/4" D2 DF1 40 G2 20.0 A2/A-610 C2/A-610 I.T.
2A04 6' - 0" 7' - 0" 1 3/4" D1 DF1 60 - 48.0 E2/A-610 G2/A-610 I.T.
2A05 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 35.0 A2/A-610 C2/A-610 I.T.
2A06 3' - 0" 7' - 0" 1 3/4" D2 DF1 40 G2 20.0 A2/A-610 C2/A-610 I.T.
2A06A 3' - 0" 7' - 0" 1 3/4" D2 DF1 40 G2 20.0 A2/A-610 C2/A-610 I.T.
2A07 3' - 0" 7' - 0" 1 3/4" D1 DF1 40 - 35.0 A2/A-610 C2/A-610 I.T.
2A09 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 - 35.0 A2/A-610 C2/A-610 I.T.
2A11 3' - 0" 7' - 0" 1 3/4" D1 DF1 50 - 13.0 A2/A-610 C2/A-610 I.T.
2A11A 3' - 0" 7' - 0" 1 3/4" D1 DF1 50 - 13.0 A2/A-610 C2/A-610 I.T.
2A12 3' - 0" 7' - 0" 1 3/4" D2 DF1 50 G2 20.0 A2/A-610 C2/A-610 I.T.
2A14 3' - 0" 7' - 0" 1 3/4" D2 DF1 50 G2 21.0 A2/A-610 C2/A-610 I.T.
2A14A 3' - 0" 7' - 0" 1 3/4" D11 N/A 45 - 54.0 N/A N/A I.T. 7
2A15 3' - 0" 7' - 0" 1 3/4" D1 DF1 50 - 33.0 A2/A-610 C2/A-610 I.T.
2A16 3' - 0" 7' - 0" 1 3/4" D1 DF1 50 - 35.0 A2/A-610 C2/A-610 I.T.
2A18 3' - 0" 7' - 0" 1 3/4" D1 DF1 50 - 35.0 A2/A-610 C2/A-610 I.T.
2A20 3' - 0" 7' - 0" 1 3/4" D1 DF1 50 - 35.0 A2/A-610 C2/A-610 I.T.
2A22 3' - 0" 7' - 0" 1 3/4" D1 DF1 50 - 35.0 A2/A-610 C2/A-610 I.T.
2A24 3' - 0" 7' - 0" 1 3/4" D1 DF1 50 - 35.0 A2/A-610 C2/A-610 I.T.
2A26 3' - 0" 7' - 0" 1 3/4" D1 DF1 50 - 34.0 A2/A-610 C2/A-610 I.T.
2A27 3' - 0" 7' - 0" 1 3/4" D2 DF1 45 MIN 40 G5 24.0 A2/A-610 C2/A-610 I.T.
2A27A 3' - 0" 7' - 0" 1 3/4" D2 DF1 45 MIN 40 G5 24.0 A2/A-610 C2/A-610 I.T.
2A28 3' - 0" 7' - 0" 1 3/4" D1 DF1 45 MIN 40 - 24.0 A2/A-610 C2/A-610 I.T.
2A29 6' - 0" 7' - 0" 1 3/4" D1 DF1 60 - 48.0 E2/A-610 G2/A-610 I.T.
2AS1 3' - 0" 7' - 0" 1 3/4" D2 DF2 1 HR - G5 9.0 E6/A-610 G6/A-610 I.T.
2AS2 3' - 0" 7' - 0" 1 3/4" D2 DF2 1 HR - G5 9.0 E6/A-610 G6/A-610 I.T.
A m e n d m e n t N o
N O
T E
C H
A N
G E
J U
L
E.2 F G H J J.5 K L L.5J.2 K.2
18"Ø UP FROM EF-1C: SEE
DETAIL F3 ON SHEET M-302
28"Ø UP FROM EF-2: SEE
DETAIL D6 ON SHEET M-302
22"Ø UP FROM EF-1A: SEE
DETAIL A3 ON SHEET M-302
18"Ø UP FROM EF-1B: SEE
DETAIL D3 ON SHEET M-302
28"Ø UP FROM EF-1D: SEE
DETAIL A6 ON SHEET M-302
2B
2A
SECOND FLOOR KEY PLAN
PLAN NORTH
S o lic it a ti o n
N u m b e r:
I.
S
.O
S h e e t
F il e N a m e
IDENTIFICATION
SHEET
R e v ie w e d
B y
D ra w n
B y
D e s ig n e d
B y
C h e c k e d
B y
D a te
F ile
N o
S y m b o l D e s c ri p ti o n
R e v is io n s
A p p ro v e d D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
6' 12' 24'
SCALE: 3/32"=1'-0"
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S M
O B
IL
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A
L A
B A
M A
W
8-
-R
-0
M E
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J
U N
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K C
H
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D S
/3
/2
:0
:0
P
M
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U s e rs \h u g h e s b
\D o c u m e n ts \2
.0
M
B ra d D
H
.r v t
SCALE: 3/32" = 1'-0" MH311
M E
C H
A N
IC
A
L H
IG
H
R O
O F
C O
M P
O S
IT
E
P L A
N
B H
U G
H E
S
B H
U G
H E
S
C E
V E
R S
O
LE
S O
F S
P E
C
IA
L T
A C
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IC
S O
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R A
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IO
N S
F A
C
IL
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Y
H U
R L B
U R
T F
IE
L D
F
L
MECHANICAL HIGH ROOF COMPOSITE
PLAN
PROFESSIONAL
NO. 36311
A
AL
AB
A
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N G
E
EENI
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R
RE
DE
TS
D. H U G H
E
SB
R A D L E Y
06/21/2021
A m e n d m e n t
N o
S h e e t
A d d e d
J U
L
ADJUSTABLE FLOW
DEVICE, BALANCED
FROM FACTORY
AFD ADJUSTMENT CLIP
DOUBLE ZIPPER CONNECTION
"CUT-AWAY" VIEW
DARK GRAY TAB IF AFD AT ZIPPER LOCATION
OPEN ZIPPER AT BOTTOM IF
ADJUSTMENT NEEDED
NOTE: INSTALL AT ZIPPER LOCATION AT INLET OR AS SPECIFIED
IN OTHER LOCATIONS. PROVIDE ZIPPER TO ZIPPER
CONNECTION AS SHOWN. PROVIDE EXTERNAL LABEL TO
IDENTIFY AFD LOCATION.
DUCTBELT AND BUCKLE
ANCHOR PATCH, 4-6 PER INLET SEWN TO FABRIC, SECURE
WITH SELF-TAP SCREW
EDGE-GUARD FOR METAL (INCLUDED)
INLET OVERLAP, FOLDED BACK
INLET ZIPPER
3' - 3 1/2"
1' - 11"
ZIPPER ACCESS FOR HANGER
DIRECT HANGING CABLE
INTERMEDIATE RING (IR)
CYLINDRICAL TENSIONING RING (CTR) CYLINDRICAL TENSIONING RING (CTR)
S o lic it a ti o n
N u m b e r:
I.
S
.O
S h e e t
F il e N a m e
IDENTIFICATION
SHEET
R e v ie w e d
B y
D ra w n
B y
D e s ig n e d
B y
C h e c k e d
B y
D a te
F ile
N o
S y m b o l D e s c ri p ti o n
R e v is io n s
A p p ro v e d D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S M
O B
IL
E
A
L A
B A
M A
W
8-
-R
-0
M E
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J
U N
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K C
H
IL
D S
/3
/2
:0
:5
P
M
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U s e rs \h u g h e s b
\D o c u m e n ts \2
.0
M
B ra d D
H
.r v t
M-702
D E
T A
IL
S
B H
U G
H E
S
B H
U G
H E
S
C E
V E
R S
O
LE
S O
F S
P E
C
IA
L T
A C
T
IC
S O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
H U
R L
B U
R T
F
IE
L D
F
L
NOT TO SCALE
FABRIC AIR DUCT ADJUSTABLE FLOW DEVICE (AFD) DETAIL
F2
NOT TO SCALE
FABRIC AIR DUCT INLET ATTACHMENT DETAIL
F4
NOT TO SCALE
FABRIC AIR DUCT RADIUS ELBOW SUSPENSION DETAIL
F6
NOT TO SCALE
FABRIC AIR DUCT STRAIGHT SECTION SUSPENSION DETAIL
C4
NOT TO SCALE
FABRIC AIR DUCT TENSIONING SYSTEM SUSPENSION DETAIL
A6
PROFESSIONAL
NO. 36311
A
AL
AB
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R
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DE
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D. H U G H
E
SB
R A D L E Y
06/21/2021
A m e n d m e n t
N o
S h e e t
A d d e d
J U
L
DUCT ACCESS DOOR
SECURITY BARS (SEE DUCT
SECURITY BARRIER DETAIL
ON SHEET M-701)
2 - 6 INCH FLEXIBLE
DUCT CONNECTION
WALL
DUCT MOUNTED SOUND
MASKING SPEAKER PROVIDED BY
COMM CONTRACTOR:
COORDINATE INSTALLATION,
LOCATION, SIZE, AND ACCESS
SECURE AREA
DUCT
FAN
Y FITTING
BALANCERS, WITH LOCK
FEATURE AND SAFETY CHAIN
(TYP OF 2)
LIFTING ELBOW
(TYP OF 2)
EXTRACTION NOZZLE
(TYP OF 2)
FLEXIBLE EXTRACTION
HOSE (TYP OF 2)
BALANCER/ARM BRACKET
SWIVEL
DISCHARGE DUCT:
SEE FLOOR PLAN FOR
SIZE AND ROUTING
INFORMATION
BOLT AND NUT
RIVET
INLET CONE FOR LOCATION
NOTED ON DRAWINGS
TRANSITION COLLAR. SLIDE IN FLEX
6" SS FLEXIBLE DUCT: LENGTH FLEXIBLE
DUCT DETERMINED VIA CEILING HEIGHT
AND WORKSTATION HEIGHT
RIVET
SS ESCUTCHEON
FLANGED CONNECTION
PROVIDE GASKET
BALANCING DAMPER
GALVANIZED DUCT
CEILING
WELDED SS DUCT
6" SS
MA SA
NOTES:
1. DEMOUNTED SECTIONS ARE SHOWN WITH MAX ALLOWABLE WEIGHT
2. PROVIDE MARINE LIGHTS AT EACH AIR HANDLER SECTION
3. UNIT MAX WIDTH SHALL BE 5'-7".
20' - 2"
3' - 5 1/2" 3' - 5" 4' - 5" 5' - 5" 3' - 5 1/2"
1400 LBS 1400 LBS 2600 LBS 3300 LBS 1500 LBS
SUPPLY AIR PLENUM
MERV 14 FINAL FILTER (FRONT LOADING)
24"x48" ACCESS DOOR WITH VIEW PANEL3
30"x48" ACCESS DOOR WITH VIEW PANEL4
SUPPLY AIR PLENUM FAN ARRAY5
30"x48" ACCESS DOOR WITH VIEW PANEL
(PROVIDE VIEW PANEL WITH UV COATING)
UV LIGHT ARRAY7
STACKED CHILLED WATER COOLING COIL8
STACKED HEATING HOT WATER HEATING COIL9
MERV 8 PREFILTER (FRONT LOADING)10
RETURN / MIXED AIR PLENUM11
11" TALL
BASE RAIL
/2
78910
OA SA
NOTES:
1. DEMOUNTED SECTIONS ARE SHOWN WITH MAX ALLOWABLE WEIGHT
2. PROVIDE MARINE LIGHTS AT EACH AIR HANDLER SECTION
3. UNIT MAX WIDTH SHALL BE 3'-7".
/2
20' - 2"
3' - 5 1/2" 3' - 5" 4' - 5" 5' - 5" 3' - 5 1/2"
1100 LBS 1100 LBS 1700 LBS 2000 LBS 1100 LBS
SUPPLY AIR PLENUM
MERV 14 FINAL FILTER (FRONT LOADING)
24"x43" ACCESS DOOR WITH VIEW PANEL3
30"x43" ACCESS DOOR WITH VIEW PANEL4
SUPPLY AIR PLENUM FAN5
30"x43" ACCESS DOOR WITH VIEW PANEL
(PROVIDE VIEW PANEL WITH UV COATING)
UV LIGHT ARRAY7
CHILLED WATER COOLING COIL8
HEATING HOT WATER HEATING COIL9
MERV 8 PREFILTER (FRONT LOADING)10
RETURN / MIXED AIR PLENUM11
11" TALL
BASE RAIL
SUPPLY AIR PLENUM
MERV 14 FINAL FILTER (FRONT LOADING)
24"x60" ACCESS DOOR WITH VIEW PANEL3
30"x60" ACCESS DOOR WITH VIEW PANEL4
SUPPLY AIR PLENUM FAN ARRAY5
30"x60" ACCESS DOOR WITH VIEW PANEL
(PROVIDE VIEW PANEL WITH UV COATING)
UV LIGHT ARRAY7
STACKED CHILLED WATER COOLING COIL8
STACKED HEATING HOT WATER HEATING COIL9
MERV 8 PREFILTER (FRONT LOADING)10
RETURN / MIXED AIR PLENUM11
MA SA
NOTES:
1. DEMOUNTED SECTIONS ARE SHOWN WITH MAX ALLOWABLE WEIGHT
2. PROVIDE MARINE LIGHTS AT EACH AIR HANDLER SECTION
3. UNIT MAX WIDTH SHALL BE 9'-8".
3' - 5 1/2" 3' - 5" 4' - 5" 5' - 5" 3' - 5 1/2"
20' - 2"
/2
2200 LBS 2200 LBS 4700 LBS 5400 LBS 2400 LBS
11" TALL
BASE RAIL
3 3
OA SA
SUPPLY AIR PLENUM
MERV 14 FINAL FILTER (FRONT LOADING)
24"x43" ACCESS DOOR WITH VIEW PANEL3
30"x43" ACCESS DOOR WITH VIEW PANEL4
SUPPLY AIR PLENUM FAN5
HEATING HOT WATER HEATING COIL6
MERV 8 PREFILTER (FRONT LOADING)7
OUTSIDE AIR PLENUM8
NOTES:
1. DEMOUNTED SECTIONS ARE SHOWN WITH MAX ALLOWABLE WEIGHT
2. PROVIDE MARINE LIGHTS AT EACH AIR HANDLER SECTION
3. UNIT MAX WIDTH SHALL BE 4'-7".
15' - 9"
/2
3' - 5 1/2" 3' - 5" 5' - 5" 3' - 5 1/2"
1200LBS 1300 LBS 2300 LBS 1300 LBS
11" TALL
BASE RAIL
NOTE 3
TEE
CO, SCREWED PLUG
(TYPICAL)
UNION
AHU
NOTES:
1. SLOPE DRAIN LINE TO CONDENSATE RECEPTOR (MIN. 1/8" PER
FOOT)
2. DRAIN LINE SHALL BE INSULATED & FULL SIZE OF DRAIN
CONNECTION.
3. HEIGHT OF TRAP SHALL BE PER MANUFACTURER'S
REQUIREMENTS
NOTE 3
S o lic it a ti o n
N u m b e r:
I.
S
.O
S h e e t
F il e N a m e
IDENTIFICATION
SHEET
R e v ie w e d
B y
D ra w n
B y
D e s ig n e d
B y
C h e c k e d
B y
D a te
F ile
N o
S y m b o l D e s c ri p ti o n
R e v is io n s
A p p ro v e d D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S M
O B
IL
E
A
L A
B A
M A
W
8-
-R
-0
M E
Y
J
U N
E
K C
H
IL
D S
/3
/2
:0
:5
P
M
C
U s e rs \h u g h e s b
\D o c u m e n ts \2
.0
M
B ra d D
H
.r v t
M-703
D E
T A
IL
S
B H
U G
H E
S
B H
U G
H E
S
C E
V E
R S
O
LE
S O
F S
P E
C
IA
L T
A C
T
IC
S O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
H U
R L
B U
R T
F
IE
L D
F
L
NOT TO SCALE
SECURE AREA DUCT PENETRATION DETAIL
C6 NOT TO SCALE
VEHICLE EXHAUST SYSTEM DETAIL
F6NOT TO SCALE
WORKSTATION EXHAUST SNORKEL DETAIL
A6
NOT TO SCALE
AHU-1B COMPONENT DETAIL
F2
NOT TO SCALE
AHU-1C COMPONENT DETAIL
C4
NOT TO SCALE
AHU-1A & AHU-2 COMPONENT DETAIL
C2
NOT TO SCALE
AHU-1D COMPONENT DETAIL
F4
NOT TO SCALE
CONDENSATE P-TRAP DETAIL
A2
PROFESSIONAL
NO. 36311
A
AL
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A
M
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E
EENI
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R
RE
DE
TS
D. H U G H
E
SB
R A D L E Y
06/21/2021
A m e n d m e n t
N o
S h e e t
A d d e d
J U
L
X" RETURN
AAV AT HIGH POINT
NOTE: COIL PIPED TO FAIL OPEN TO COIL
M
COOLING
COIL
COOLING
COIL
X" SUPPLY
X" HEADER
5D MIN 2D MIN
Y"
Y"
Y"
X" HEADER
NO DEVICES THIS ZONE
5D MIN 2D MIN
Y"
NO DEVICES THIS ZONE
5D MIN 2D MIN
NO DEVICES THIS ZONE
DETAIL NOTES
ALL FLOW VERIFICATION AND BALANCING DEVICES MUST BE
INSTALLED ACCORDING TO MANUFACTURER'S MINIMUM STRAIGHT
REQUIREMENTS. HOWEVER, REGARDLESS OF MANUFACTURER
MINIMUM LIMITS, AT NO TIME SHALL THE INLET TO A DEVICE BE LESS
THAN 5 PIPE DIAMETERS OF STRAIGHT PIPE AND 2 PIPE DIAMETERS OF
STRAIGHT AT THE OUTLET. CONTRACTOR SHALL ALWAYS PROVIDE
THE LARGER OF THE TWO. THIS MEANS NO DEVICE THAT DISRUPTS
FLOW SHALL BE INSTALLED IN THIS PIPE SECTION.
ALL SHOWN DEVICES SHALL BE FULL PIPE SIZE UNLESS STATED
OTHERWISE. SEE SPECIFICATIONS FOR DEVICE SPECIFICS AND
MINIMUM REQUIREMENTS.
PROVIDE A BREAK POINT IN PIPING AT THIS LOCATION TO ALLOW
REMOVAL OF COIL PIPING ARRAY WITHOUT DISRUPTION TO PIPING
ABOVE. THIS POINT MUST BE LOCATED ABOVE TOP OF HIGHEST COIL
(6" MIN). BREAK SHALL BE A UNION FOR 2" AND SMALLER PIPE AND
FLANGED FOR ALL OTHER PIPE SIZES.
PROVIDE WELLS FOR ALL THERMOMETERS AND NUMBERS FOR ALL
PRESSURE GAGES.
TEST PORTS SHALL BE PROVIDED NEAR ALL THERMOMETERS,
PRESSURE GAGES, AND ACROSS FLOW CONTROL DEVICES. EACH
TEST PORT SHALL HAVE CHAINED CAP AND NEOPRENE CORE.
PROVIDE SUFFICIENT DIRT LEG AT EACH PIPE DROP END TO ALLOW
COIL BYPASS DURING SYSTEM FLUSHING. AFTER FLUSH PROVIDE FULL
SIZE PIPE CAP (< 2" THREADED, > 2" FLANGED)
6" MAX (TYP)
MANUAL VENT AT HIGH
POINT OF PIPE RUNOUT
TO COIL. TYP OF ALL
AHU PIPE SIZES
PIPE SIZE X" Y"
AHU-1A 2-1/2
AHU-1B
AHU-1C
AHU-1D
AHU-2
22-1/2
1-1/42
N/AN/A
NOTE: COIL PIPED TO FAIL CLOSED
X" RETURN
AAV AT HIGH POINT
M
HEATING
COIL
HEATING
COIL
X" SUPPLY
X" HEADER
5D MIN 2D MIN
Y"
Y"
Y"
X" HEADER
NO DEVICES THIS ZONE
5D MIN 2D MIN
Y"
NO DEVICES THIS ZONE
5D MIN 2D MIN
NO DEVICES THIS ZONE
DETAIL NOTES
ALL FLOW VERIFICATION AND BALANCING DEVICES MUST BE
INSTALLED ACCORDING TO MANUFACTURER'S MINIMUM STRAIGHT
REQUIREMENTS. HOWEVER, REGARDLESS OF MANUFACTURER
MINIMUM LIMITS, AT NO TIME SHALL THE INLET TO A DEVICE BE LESS
THAN 5 PIPE DIAMETERS OF STRAIGHT PIPE AND 2 PIPE DIAMETERS OF
STRAIGHT AT THE OUTLET. CONTRACTOR SHALL ALWAYS PROVIDE
THE LARGER OF THE TWO. THIS MEANS NO DEVICE THAT DISRUPTS
FLOW SHALL BE INSTALLED IN THIS PIPE SECTION.
ALL SHOWN DEVICES SHALL BE FULL PIPE SIZE UNLESS STATED
OTHERWISE. SEE SPECIFICATIONS FOR DEVICE SPECIFICS AND
MINIMUM REQUIREMENTS.
PROVIDE A BREAK POINT IN PIPING AT THIS LOCATION TO ALLOW
REMOVAL OF COIL PIPING ARRAY WITHOUT DISRUPTION TO PIPING
ABOVE. THIS POINT MUST BE LOCATED ABOVE TOP OF HIGHEST COIL
(6" MIN). BREAK SHALL BE A UNION FOR 2" AND SMALLER PIPE AND
FLANGED FOR ALL OTHER PIPE SIZES.
PROVIDE WELLS FOR ALL THERMOMETERS AND NUMBERS FOR ALL
PRESSURE GAGES.
TEST PORTS SHALL BE PROVIDED NEAR ALL THERMOMETERS,
PRESSURE GAGES, AND ACROSS FLOW CONTROL DEVICES. EACH
TEST PORT SHALL HAVE CHAINED CAP AND NEOPRENE CORE.
PROVIDE SUFFICIENT DIRT LEG AT EACH PIPE DROP END TO ALLOW
COIL BYPASS DURING SYSTEM FLUSHING. AFTER FLUSH PROVIDE FULL
SIZE PIPE CAP (< 2" THREADED, > 2" FLANGED)
6" MAX (TYP)
MANUAL VENT AT HIGH
POINT OF PIPE RUNOUT
TO COIL. TYP OF ALL
AHU PIPE SIZES
PIPE SIZE X" Y"
AHU-1A 3/4
AHU-1B
AHU-1C
AHU-1D
AHU-2
3/43/4
3/43/4
1-1/41-1/2
3/41-1/4
1"
M
DRAIN
TO PUMP SUCTION
TO FLOOR DRAIN
DETAIL NOTES:
IN LINE ASME AIR SEPARATOR. PROVIDE HIGH CAPACITY AUTOMATIC AIR
VENT AND BOTTOM DRAIN BOTH PIPED TO NEAREST FLOOR DRAIN.
ASME BLADDER STYLE EXPANSION TANK (VERTICAL). PROVIDE AIR
CHARGE CONNECTION.
PRV SET TO 25 PSIG. SELECT PRE-CHARGE ON EXPANSION TANK TO
MATCH FILL PRESSURE SETPOINT.
PROVIDE ANTI-THERMOSYPHON LOOP AND AUTO AIR VENT.
3/4" DOMESTIC POTABLE WATER MAKE-UP WATER CONNECTION.
FOR CHILLED WATER SYSTEMS THIS IS THE MAIN RETURN FROM BLDG.
FOR HEATING HOT WATER SYSTEMS THIS IS THE MAIN SUPPLY FROM THE
BOILERS. SEE PIPING FLOOR PLANS FOR MAIN PIPE SIZE.
MINIMUM FLOW BYPASS LINE CONNECTION: SEE CHILLED WATER BUFFER
TANK PIPING DETAIL (NOTE 6) FOR CONTINUATION
DETAIL NOTES:
P&T PORT MUST BE LOCATED WITHIN 12 INCHES OF THERMOMETER AND PRESSURE GAUGE.
SENSOR WELLS ARE SHOWN FOR TEMPERATURE SENSORS. PIPE FITTER SHALL COORDINATE
WITH THE CONTROLS CONTRACTOR ON THE EXACT NUMBER AND LOCATION OF WELLS NEEDED
TO INSTALL ALL CONTROLS DEVICES AS SHOWN ON THE CONTROLS DIAGRAMS.
MAIN CHILLED WATER SUPPLY TO BUILDING COILS. SEE FLOOR PLAN FOR SIZE.
MAIN CHILLED WATER RETURN FROM SYSTEM PUMP DISCHARGE. SEE PARALLEL PUMP PIPING
DETAIL. SEE FLOOR PLAN FOR SIZE.
FLANGED CONNECTION FOR BUFFER TANK.
MINIMUM CHILLER FLOW BYPASS AND CONTROL VALVE SECTION. CONNECT PIPING TO MAIN
CHILLED WATER RETURN PIPE AS SHOWN ON AIR SEPARATOR / EXPANSION TANK PIPING DETAIL.
UNDERGROUND PIPING TO CHILLER YARD.
M
24" MAX
12" MAX 12" MAX
A
F F
BYPASS
NC
C H
W R
T O
C H
IL
LE
R
C H
W S
F R
O M
C H
IL
LE
R
FINISHED FLOOR
S o lic it a ti o n
N u m b e r:
I.
S
.O
S h e e t
F il e N a m e
IDENTIFICATION
SHEET
R e v ie w e d
B y
D ra w n
B y
D e s ig n e d
B y
C h e c k e d
B y
D a te
F ile
N o
S y m b o l D e s c ri p ti o n
R e v is io n s
A p p ro v e d D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S M
O B
IL
E
A
L A
B A
M A
W
8-
-R
-0
M E
Y
J
U N
E
K C
H
IL
D S
/3
/2
:0
:5
P
M
C
U s e rs \h u g h e s b
\D o c u m e n ts \2
.0
M
B ra d D
H
.r v t
M-705
D E
T A
IL
S
B H
U G
H E
S
B H
U G
H E
S
C E
V E
R S
O
LE
S O
F S
P E
C
IA
L T
A C
T
IC
S O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
H U
R L
B U
R T
F
IE
L D
F
L
NOT TO SCALE
STACKED TWO WAY AHU COOLING COIL PIPING DETAIL
E3
NOT TO SCALE
STACKED TWO WAY AHU HEATING COIL PIPING DETAIL
E6
NOT TO SCALE
AIR SEPARATOR/EXPANSION TANK DETAIL
A3
NOT TO SCALE
CHILLED WATER BUFFER TANK PIPING DETAIL
A6
PROFESSIONAL
NO. 36311
A
AL
AB
A
M
N G
E
EENI
R
IGE
R
RE
DE
TS
D. H U G H
E
SB
R A D L E Y
06/21/2021
A m e n d m e n t
N o
S h e e t
A d d e d
J U
L x"
DP
DETAIL NOTES:
PROVIDE ALL PUMPS AND SUCTION DIFFUSERS WITH FACTORY TAPPED PRESSURE PORTS
FOR PRESSURE GAUGE INSTALLATION.
INSTALL CONCENTRIC REDUCERS AT ALL VERTICAL PIPING CONNECTIONS TO
PUMP/DIFFUSER TO MATCH FLANGE SIZE. PIPING SIZE SHALL BE FULL SIZE AS SHOWN ON
PIPING PLANS.
PROVIDE FLEXIBLE PIPING CONNECTION. EACH FLEXIBLE CONNECTION SHALL BE PROVIDED
WITH CONTROL RODS. (MASON INDUSTRIES #SFDEJ OR EQUAL)
ALL PRESSURE GAGE PIPING SHALL BE 1/4" COPPER TUBING (TYPE L). FITTINGS SHALL BE
COMPRESSION STYLE. PROVIDE TEE AS NEEDED TO INSTALL P/T PORTS WHERE SHOWN.
PROVIDE SNUBBERS FOR ALL PRESSURE GAUGES.
DP SWITCH SHALL BE WIRED INTO BUILDING AUTOMATION SYSTEM. SEE CONTROL DIAGRAMS.
NON-SLAM SWING CHECK VALVE: CHECK VALVE SHALL BE INSTALLED A MINIMUM OF 5 PIPE
DIAMETERS FROM PUMP DISCHARGE.
PIPE SUPPORT FOR SUCTION DIFFUSER ANCHORED TO INERTIA BASE.
INERTIA BASE (MASON INDUSTRIES # BMK OR EQUAL). SIZE BASE TO ACCOMMODATE PUMP
AND SUCTION DIFFUSER.
4" CONCRETE HOUSEKEEPING PAD. SIZE PAD 4" LARGER THAN INERTIA BASE (ALL SIDES).
SUCTION DIFFUSER AND STRAINER WITH FLANGED END AND SERVICE CLEARANCE. ALL PIPE
AND DEVICES SHALL BE INSTALLED TO NOT INTERFERE WITH STRAINER REMOVAL.
TYPICAL PIPE ARRANGEMENT FOR PUMP INSTALL IS IN PARALLEL. SEE PARALLEL PUMP
PIPING DETAIL FOR CONTINUATION.
D x"
5D MIN 2D MIN
NO DEVICES THIS ZONE
5D MIN 2D MIN
NO DEVICES THIS ZONE
X" DISCHARGE
X" SUCTION
DETAIL NOTES:
DASHED LINE INDICATES BOUNDARY FOR PUMP DETAIL. PROVIDE HYDRONIC ACCESSORIES AND INSTALL PARALLEL PUMPS AS SHOWN ON BASE
MOUNTED END SUCTION PUMP DETAIL.
PROVIDE FULL SIZE HEADER WITH FLANGED CONNECTIONS TO ALLOW FOR TEMPORARY PUMP CONNECTION DURING SYSTEM REVERSE
FLUSHING.
PROVIDE FULL RECTANGULAR PORT CALIBRATED PLUG BALANCE VALVE AND VENTURI FLOW METER. MOUNT PRESSURE/FLOW CHART ON
LAMINATED SHEET CHAINED TO VALVE AND METER.
PLUG VALVE AND VENTURI FLOW METER ARE PROVIDED FOR SYSTEM BALANCE AND VERIFICATION DURING START UP AND TAB. PROVIDE 10' OF HOSE AND MASTER METER KIT FOR EACH VENTURI FLOW METER. MOUNT PORTABLE KIT ON WALL NEXT TO VENTURI FLOW METER.
LOCATION OF PUMP VARIES BY SYSTEM. ON HHW SYSTEMS, PUMP SHALL BE AFTER BOILER. ON CHW SYSTEMS, PUMP SHALL PUMP THROUGH
CHILLER. SEE SYSTEM DIAGRAM FOR LOCATION.
ASME 5 GALLON CHEMICAL FEED TANK. PROVIDE WITH 12" HIGH FLOOR MOUNTED STAND AND SCREWED TAP. ANCHOR LEGS TO FLOOR. MOUNT TANK AGAINST WALL AS CLOSE TO PUMPS AS POSSIBLE WITHOUT SACRIFICING ACCESS. SHOW UNIT ON PIPING SHOP DRAWINGS. ALL VALVES//DEVICES ASSOCIATED WITH TANK SHALL BE LOCATED AS CLOSE TO TANK AS POSSIBLE.
FLOOR DRAIN WITH 3" AIR GAP FUNNEL.
M
IN
3/4"
3/4"
3"
HEATING
COIL
HHWR
HHWS
AAV AT HIGH POINT
MANUAL VENT
AAV AT HIGH POINT
MANUAL DRAIN
C
NC
NOTE: COIL PIPED TO FAIL CLOSED
M
COIL
RETURN WATER
SUPPLY WATER
ENTERING AIR LEAVING AIR
NOTES:
1. PIPE ALL COILS IN A COUNTER FLOW ARRANGEMENT.
2. THIS APPLIES TO COOLING AND HEATING COILS.
3. RETURN / SUPPLY LOCATION MAY VARY BASED ON
MANUFACTURER AS INDICATED BY DASHED. THIS DOES
NOT AFFECT THE REQUIREMENT TO PIPE IN A
COUNTERFLOW PATTERN.
S o lic it a ti o n
N u m b e r:
I.
S
.O
S h e e t
F il e N a m e
IDENTIFICATION
SHEET
R e v ie w e d
B y
D ra w n
B y
D e s ig n e d
B y
C h e c k e d
B y
D a te
F ile
N o
S y m b o l D e s c ri p ti o n
R e v is io n s
A p p ro v e d D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S M
O B
IL
E
A
L A
B A
M A
W
8-
-R
-0
M E
Y
J
U N
E
K C
H
IL
D S
/3
/2
:0
:5
P
M
C
U s e rs \h u g h e s b
\D o c u m e n ts \2
.0
M
B ra d D
H
.r v t
M-706
D E
T A
IL
S
B H
U G
H E
S
B H
U G
H E
S
C E
V E
R S
O
LE
S O
F S
P E
C
IA
L T
A C
T
IC
S O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
H U
R L
B U
R T
F
IE
L D
F
L
NOT TO SCALE
BASE MOUNTED PUMP DETAIL
E3
NOT TO SCALE
PARALLEL PUMP PIPING DETAIL
E6
NOT TO SCALE
TWO WAY TERMINAL UNIT REHEAT COIL PIPING DETAIL
B3
NOT TO SCALE
COUNTERFLOW COIL PIPING DETAIL
B6
PROFESSIONAL
NO. 36311
A
AL
AB
A
M
N G
E
EENI
R
IGE
R
RE
DE
TS
D. H U G H
E
SB
R A D L E Y
06/21/2021
A m e n d m e n t
N o
S h e e t
A d d e d
J U
L
T LEAD
1A13
NCOIC
1A12
STR
1A11
T LEAD
1A05
NCOIC
1A04
STR
1A03
TEAM ROOM 5
1A02
TEAM ROOM 6
1A06
TEAM ROOM 7
1A10
TEAM ROOM 8
1A14
CAGES
1A01
MECH
1A18
6 2013 41
48 6255
35287 2114 42 777049 6356
CAGES
1A01
T LEAD
1A07
NCOIC
1A08
STR
1A09
T LEAD
1A15
NCOIC
1A16
STR
1A17
F0220 F0220 F0220 F0220 F0220
F0220
F0220 F0220 F0220 F0220 F0220
F0220
F0220 F0220 F0220 F0220 F0220F0220
M1801M1801M1801M1801M1801M1801 E0042 E0042 E0042 E0042 E0042E0042
M0506H A5210P
M0506H A5210P
M
H
A
P
F0220
F0220 F0220 F0220 F0220 F0220F0220
F0220
F0220 F0220
F0220
F0220
M1801
F0220 E0042
F0220
M1801 E0042 E0042 E0042 E0042 E0042
F0220F0220F0220
M1801 M1801 M1801
F0220
M1801
M
H
A5210P M0506H
A5210P M0506H
A
P
A5210P M0506H
A5210P
M0506HF0220
F0220F0220 F0220 F0220 F0220 F0220 F0220
F0220 F0220 F0220
F0220 F0220
F0220 F0220 F0220 F0220F0220
M1801 M1801M1801M1801M1801
M1801
E0042
E0042 E0042 E0042 E0042E0042
A
P
M
H
A5210P M0506H
A5210P
M0506HF0220
F0220 F0220 F0220
F0220 F0220 F0220
F0220 F0220F0220
F0220
F0220
F0220 F0220 F0220 F0220 F0220
F0220 M1801
M1801M1801M1801M1801M1801 E0042 E0042 E0042 E0042 E0042
E0042
A
P
M
H
E0076
F2000
E0097F
F0300
F
F
F2000
E0097F
F0300
F
E0076
F
F
F
15 M1801 M1801 F
F
05 E0076
F
F2000
F0300 M1801
E0097F
E0076
F
F0300
E0097F
M1801 F
F
F2000
F
F
M1801
E0097F
F0300
F
E0076
F2000
E0076
F
F2000
F0300 M1801
E0097F
F
F
F
F
E0097F
M1801 F0300 E0076
F
F2000
F
F
E0097F
M1801F
F
E0076
F2000
A
A
A
A
A
A
A
09 A6309
F0750 F0750 F0750 F0750
R4400
C02Q0
CS090
C01D0 R4400
CS090
C02Q0
R4400 C01D0
CS090
C01D0
CS090
R4400
C02Q0 C02Q0
CT020 CT020 CT020
C01D0
P8711P8711P8711P8711
CT020
A1066
PLAN LEGEND
ROOMNAME
ROOM NAME AND NUMBER
SEE FINISH SCHEDULE
ON SHEET A-660
JSN NUMBER
SEE EQUIPMENT SCHEDULE
ON SHEET Q-601
GENERAL NOTES
1. EQUIPMENT PLANS ARE PROVIDED FOR
REFERENCE ONLY. THEY SHOW ALL EQUIPMENT,
INCLUDING FURNITURE AND SHOULD BE USED FOR
COORDINATION PURPOSES ONLY.
2. SEE ARCHITECTURAL PLANS FOR LOGISTICAL
CATEGORY A EQUIPMENT (CONTRACTOR
FURNISHED / CONTRACTOR INSTALLED)
FOR
INFORMATION
ONLY
1G 1F 1D
1C 1B1A
FIRST FLOOR KEY PLANPLAN NORTH
114113112
116117
S o lic it a ti o n N u m b e r:
I.
S
.O S h e e t F ile N a m e
IDENTIFICATION
SHEET
R e v ie w e d B y
D ra w n B y
D e s ig n e d B y
C h e c k e d B y
D a te
F ile
N o
S y m b o l
D e s c ri p ti o n
R e v is io n s
A p p ro v e d
D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
4' 8' 16'
SCALE: 1/8"=1'-0"
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S M
O B
IL
E
A
L A
B A
M A
W
8-
-R
-0
M E
Y
J
U N
E
K C
H
IL
D S
/2
/2
:3
:5
P
M
C
U s e rs \t ra v is
.k ri m m e l\ D o c u m e n ts
\1
S
T S
O P
S H u rl b u rt tr a v is
.k ri m m e l.
rv t
Q-112
S P
E C
IA
L T
Y E
Q U
IP
M
E N
T
B L O
C K
A
B D
A V
IS
B D
A V
IS
K F
R A
Z
IE
R
S O
F S
P E
C
IA
L T
A C
T
IC
S O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
H U
R L B
U R
T F
IE
L D
F
L
SCALE: 1/8" = 1'-0"
SPECIALTY EQUIPMENT - BLOCK 1A
A m e n d m e n t N o
N O
T E
C H
A N
G E
J U
L
STR
1B17
NCOIC
1B16
T LEAD
1B15
STR
1B09
NCOIC
1B08
T LEAD
1B07
TEAM ROOM 1
1B02
TEAM ROOM 2
1B06
TEAM ROOM 3
1B10
TEAM ROOM 4
1B14
CAGES
1B01
90 10497 125
139132
84 11911291 10598 126 147140133 154 161
CAGES
1B01
T LEAD
1B13
NCOIC
1B12 STR
1B11
T LEAD
1B05
NCOIC
1B04
STR
1B03A5210P
M0506H A5210P
M0506HF0220
F0220F0220 F0220 F0220
F0220F0220 F0220 F0220
F0220F0220
F0220
M1801
F0220 F0220 F0220
F0220
F0220 F0220
M1801 M1801
M1801
M1801 M1801 E0042E0042
E0042
E0042E0042E0042 A
P M
H
F0220
F0220F0220 F0220 F0220 F0220 F0220 F0220
F0220
F0220 F0220 F0220
F0220 M1801
F0220
M1801F0220
M1801
F0220
M1801
F0220
M1801
F0220
M1801 E0042E0042E0042E0042
E0042
E0042 A
P
M
H
A5210P A5210P
M0506HM0506H F0220
F0220F0220 F0220 F0220 F0220 F0220
F0220
F0220 F0220 F0220 F0220
A5210P M0506H M0506H
A5210P
F0220 F0220 F0220 F0220 F0220
F0220 M1801
M1801M1801M1801M1801M1801 E0042 E0042 E0042 E0042 E0042
E0042
A
P
M
H
A5210P M0506H M0506H
A5210P F0220
F0220 F0220 F0220
F0220 F0220 F0220 F0220 F0220 F0220 F0220
F0220
F0220 F0220 F0220 F0220
F0220
F0220
M1801 M1801 M1801 M1801
M1801
M1801
E0042 E0042 E0042 E0042
E0042
E0042
A
P
M
H
E0076
F
F2000
E0097F F0300
M
F0205 F0205 E0097F
F0300
M
F0205 F0205
E0076
F
F2000
F0205 F0205
E0097F
M
F
F2000
F
E0076 F0205 F0205
M
E0097F
F
F2000
F
E0076
F
F0205 F0205
F
F0205 F0205 F0205
F0205
F
F
F0205 F0205E0076
F
M
E0097F E0097F
F
M
E0076
M
E0097F
F
E0076
M
E0097F
F
E0076
F2000 F2000 F2000F2000 U
R
U R
U R
U R
A6309 A6309 A6309 A6309 A6309 A6309
F0750 F0750 F0750 F0750
C01D0
CS090
R4400 R4400
CS090
C01D0 C01D0
CS090
R4400 R4400
CS090
C01D0 C02Q0C02Q0C02Q0C02Q0
CT020 CT020 CT020 CT020
P8711 P8711 P8711 P8711
A1066
PLAN LEGEND
ROOMNAME
ROOM NAME AND NUMBER
SEE FINISH SCHEDULE
ON SHEET A-660
JSN NUMBER
SEE EQUIPMENT SCHEDULE
ON SHEET Q-601
GENERAL NOTES
1. EQUIPMENT PLANS ARE PROVIDED FOR
REFERENCE ONLY. THEY SHOW ALL EQUIPMENT,
INCLUDING FURNITURE AND SHOULD BE USED FOR
COORDINATION PURPOSES ONLY.
2. SEE ARCHITECTURAL PLANS FOR LOGISTICAL
CATEGORY A EQUIPMENT (CONTRACTOR
FURNISHED / CONTRACTOR INSTALLED)
FOR
INFORMATION
ONLY
1G 1F 1D
1C 1B1A
FIRST FLOOR KEY PLANPLAN NORTH
114113112
116117
S o lic it a ti o n N u m b e r:
I.
S
.O S h e e t F ile N a m e
IDENTIFICATION
SHEET
R e v ie w e d B y
D ra w n B y
D e s ig n e d B y
C h e c k e d B y
D a te
F ile
N o
S y m b o l
D e s c ri p ti o n
R e v is io n s
A p p ro v e d
D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
4' 8' 16'
SCALE: 1/8"=1'-0"
U .S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S M
O B
IL
E
A
L A
B A
M A
W
8-
-R
-0
M E
Y
J
U N
E
K C
H
IL
D S
/2
/2
:3
:0
P
M
C
U s e rs \t ra v is
.k ri m m e l\ D o c u m e n ts
\1
S
T S
O P
S H u rl b u rt tr a v is
.k ri m m e l.
rv t
Q-113
S P
E C
IA
L T
Y E
Q U
IP
M
E N
T
B L O
C K
B
B D
A V
IS
B D
A V
IS
K F
R A
Z
IE
R
S O
F S
P E
C
IA
L T
A C
T
IC
S O
P E
R A
T
IO
N S
F A
C
IL
IT
Y
H U
R L B
U R
T F
IE
L D
F
L
SCALE: 1/8" = 1'-0"
SPECIALTY EQUIPMENT - BLOCK 1B
A m e n d m e n t N o
N O
T E
C H
A N
G E
J U
L
FB
FB FB
FBFB
FB
FBFB
FB
FB
FB
FB
FB FB
FBFB
FB FBFB
FBFB
FB
FB FB
FBFB
FB
FBFB
FB
FB
FB
FB
FB FB
FBFB
FB FBFB
FBFB
FB
FB FB
FBFB
FB
FBFB
FB
FB
FB
FB
FB FB
FBFB
FB FBFB
FBFB
FB
FB FB
FBFB
FB
FBFB
FB
FB
FB
FB
FB FB
FBFB
FB FBFB
FBFB
FB
FB FB
FBFB
FB
FBFB
FB
FB
FB
FB
FB FB
FBFB
FB FBFB
FBFB
FB
FB FB
FBFB
FB
FBFB
FB
FB
FB
FB
FB FB
FBFB
FB FBFB
FBFB
LOBBY
1C01
SUPER
1C02
OIC
1C03
TLT, F
1C05
TLT, M
1C04
AIRCREW
FLIGHT EQUIP
1C11
AFE WRKSTNS
1C13
NVG
1C17
AFE
1C15
COMM
1C14
ELEC
1C16
CURRENT
OPERATIONS
1C06
DO/ADO
1C07
SUPER
1C08
SUPPLY
1C19
SAR BARN
1C20
CORR
1CC1
CORR
1CC2
CORR
1CC3
CORR
1CC1
CORR
1CC2
M1801
E0097F
F
F
E0076
F
F
F2000
E0097F
F2000 F
F
M1801
F
F
E0076
A
Z
A
Z
A
Z
A
Z
A
Z
A
Z
A
A5170
P5040 A5110 A5175M
A5030
A5145 A5145
A5170 A5030 A5175M
A5110 P5040
A5200 A5119 P9056
A5116 P8150
A5080
CT020
P3070
P3070 A5075 A1066
A1066
A5080
F0300 M1801
F0300 F2000
M1801
F0721 M1810
M1801 F0300
F0205
F0205 F0205
E0076 F0115
F0205
F0300
E0097F
F2000
M1801
F0115 E0076
F0205
M1801 E0097F
F2000
F0300
F
E0076
F0300 M1801
E0097F
F0205
F0205
F0600 A5210P
M0506H
F0220 F0220 F0220 F0220
F0220
F0220 F0220 F0220 F0220
F0220
F
M1825
F
M2055 M2055 M2055 M2055
M
M
M
M
F2000
M1801
F0300
P2000
F0300 F2000 M1801
F2000F0300
F0230F0230
M1825
F0721 F2025 E0090F
F2000 M1801 F0300 F0300
M1801
E0090F
F2000
M1801 F0300
F2000
M1801 F0300
F2000
A5210P
A
Z
A
Z
A
Z
A
Z
A
Z
A
Z
A
P5040 A5170 A5030 A5110
P5040 A5170 A5030 A5110
A5175M
P9056 A5116 A5119 A5200 A5090
P9056 A5200 A5090
CT020
P3070 P3070 A1066 A1066
A5080 A5075 A5075
M2055 M2055 M2055 M2055M
M
Q-131
E4
A5080
A5145 A5145
F0375
F
F
F
A5075
M0506H A5175M
A6309A6309 A6309
F0725
A6046
A6046
A6046
A6046
A6046
A6046
A6046A6046A6046
A6046
A6046 A6046
A6046
A6046
A6046
A6046
E0090F
E0090F E0090
E0090
E0090
E0090F
E0090
F0300
F0300F0300
F0300
F0225 F0225 F0225
F0225
F0225
F0225
E0090
E0075M E0075M
F0300
F0420H F0420H
F0205
F
F
F
F
F
F0465
F0750
F0205
F0115F0415M
F0818
F2000
F2000
F0115
F2000 M1801
M1801 F2000
M1801
M1801
F2025
F0818
F2000
A
S
A
S
UR221
F2015
F2015
F2000
F2000
F2000
M1801
M1825 M1801
F2025
Secure Cage 1C16A
P A
R A
C H
U T
E
IN
S P
E C
T
IO
N
R E
-P A
C K
T A
B L E
P A
R A
C H
U T
E
IN
S P
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T
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N
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-P A
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B
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P A
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C H
U T
E
IN
S P
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T
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N
R E
-P A
C K
T A
B
LE
P2451
UK342
UT001
F0230F0230
M
M
M
M
UT002
F
F2000
M
UA104
U A
U A
U A
U A
U A
U A
U A
U A
U A
UA104
UA104
UA104
UM209
T
T
T
T
F
T
F
M2070
E0090
E0078 E0078
CONF ROOM
1C10
A1066
PLAN LEGEND
ROOMNAME
ROOM NAME AND NUMBER
SEE FINISH SCHEDULE
ON SHEET A-660
JSN NUMBER
SEE EQUIPMENT SCHEDULE
ON SHEET Q-601
GENERAL NOTES
1. EQUIPMENT PLANS ARE PROVIDED FOR
REFERENCE ONLY. THEY SHOW ALL EQUIPMENT,
INCLUDING FURNITURE AND SHOULD BE USED FOR
COORDINATION PURPOSES ONLY.
2. SEE ARCHITECTURAL PLANS FOR LOGISTICAL
CATEGORY A EQUIPMENT (CONTRACTOR
FURNISHED / CONTRACTOR INSTALLED)
FOR
INFORMATION
ONLY
1G 1F 1D
1C 1B1A
FIRST FLOOR KEY PLANPLAN NORTH
114113112
116117
S o lic it a ti o n N u m b e r:
I.
S
.O S h e e t F ile N a m e
IDENTIFICATION
SHEET
R e v ie w e d B y
D ra w n B y
D e s ig n e d B y
C h e c k e d B y
D a te
F ile
N o
S y m b o l
D e s c ri p ti o n
R e v is io n s
A p p ro v e d
D a te
N o
US Army Corps of Engineers Mobile District
A
B C D
A B C D
E F G H I
E F G
H I
SHEET of
4' 8' 16'
SCALE: 1/8"=1'-0"
U .S
A
R M
Y E
N G
IN
E
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