COMH Amended Drawings_14 DEC 2021.pdf
PDF 13 MB Posted
- Solicitation number
- W9123621R2003
About this file
This solicitation is for the construction of a six-bay high-bay consolidated operations and maintenance hangar at Langley Air Force Base in Virginia. The facility will provide maintenance support for additional F-22A aircraft relocated from Tyndall Air Force Base. It will include hangar bays, administration and staff spaces, a propulsion shop, ready room, break room, tool and parts support areas, aircraft maintenance equipment storage, a wheel and tire shop, an egress shop, restrooms, and building systems support. The project scope also encompasses site work, utilities, pavements, security features, and demolition of an existing 7,400 square meter facility. Construction must meet seismic and wind requirements and sustainable design standards. The completion period is 700 calendar days with a 150 ton HVAC system. This bifurcated solicitation requests responses for evaluation Factors 1 and 2 initially, with the Department of the Army Corps of Engineers Engineering District Norfolk listed as the issuing agency.
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Text version
B OF TRUSS B & C
125' - 10 1/2"
B OF TRUSS B & C
125' - 10 1/2"
W14X43
HSS5X5X1/4
W
X
HSS5X5X1/4
W
X
HSS4X4X1/4
W
X
16HSS4X4X1/4
W
X
16HSS4X4X1/4
W
X
W14X90
W
X
HSS6X6X1/4
94' - 5"
EQ EQ EQ EQ EQ
EQ EQ
TRUSS TOP CHORD
133' - 4"
T.O.STEEL AT HANGAR
RIDGE
156' - 10 7/8"
RIDGE
SYMMETRICAL
ABOUT RIDGE
W
X
EQ
S-515
D1
S-515
A8
PURLINS PER PLAN
S-515
D6 OPP.
HAND
3" / 1'-0"
NO SPLICE
NOTES:
1. TYPICAL CHORD SPLICE PER DETAIL D4/S-515.
LOCATE SPLICE OUTSIDE OF CENTER (2) BAYS.
2. AT "CC" DESIGNATION PROVIDE
CHORD/COLLECTOR SIMILAR TO A6/S-511.
S-515
F1
TYP
S-515
D6TYP
CC CC
CCCC
CRICKET FRAMING
NOT SHOWN FOR CLARITY
CC CC
CCCC
CRICKET FRAMING
NOT SHOWN FOR CLARITY
W14X26
W14X26
9' - 2"
FOAM GENERATOR
SUPPORT BEAM
(2) 3/4"⌀ THRU-
BOLTS @ BEAM
GAGE
TRUSS W-BEAM
CHORD
T.O. TRUSS CHORD, TYPICAL
FOAM GENERATOR
SUPPORT BEAM
TRUSS W-BEAM
CHORD
T.O. TRUSS CHORD @ WEB MEMBER
MIN
3"
TRUSS HSS
WEB MEMBER
1/4
3/16
STIFFENER PL 3/8
E7
S-205
F7
S-205
C8X11.5 HI
TYP
W8 PER PLAN,
BELOW (TYP)
FOAM GENERATOR
PER FP
C8X11.5, HI
C8X11.5, LO
C8X11.5 LO
FOAM GENERATOR
PER FP
(4) 3/8"⌀ THRU-BOLTS
AT PRE-FORMED HOLES
IN FOAM GENERATOR
MOUNTING BRACKET, TYP EA SIDE
C8 HI
HSS3X3X1/4 W/ CAP PLATE 1/4
SEAL WELDED (TYP). CONTRACTOR
TO DETERMINE HSS3X3 LENGTH,
BASED ON HEIGHT OF FOAM
GENERATOR. REFER TO FP FOR
B.O. FOAM GENERATOR ELEV.
W8 (TYP)
C8 LO W/ COPED ENDS
& CONN PER E1/S-511
STIFFENER PL 1/4
FOAM GENERATOR
PER FP
C8
HSS3X3 (TYP)
W8 PER PLAN
C8
CAP PL
3/16
TYP EA END
3/16
TYP
1/4
TYP
C8 LO, LOCATE
ADJACENT TO FOAM
GENERATOR OUTLET
STIFFENER PL 1/4, TYP
L2X2X3/16 TYP
NEAR SIDE AND FAR SIDE
US Army Corps of Engineers ®
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SCALE: 3/16" = 1'-0"
A1
TRUSS C ELEVATION
SCALE: = 1'-0"3/16"
0 4 8 124
SCALE: 1" = 1'-0"
F1
FOAM GENERATOR SUPPORT BEAM CONN DETAIL
SCALE: 1" = 1'-0"
E4
FOAM GENERATOR SUPPORT DETAIL - PLAN
SCALE: 1" = 1'-0"
E7
FOAM GENERATOR SUPPORT DETAIL - ELEVATION
SCALE: 1" = 1'-0"
F7
FOAM GENERATOR SUPPORT DETAIL - ELEVATION
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REG IST ER ED P R O F E S S I O NA L ENG IN
EER
MATTHEW C. STIELSTRA
No. SE13701 12/14/2021
HORIZ. BEAM REINF.
CORNER BARS TO MATCH
SIZE & QUANTITY OF BOND
BEAM REINF.
GROUT
3-VERT BARS AT
CORNER, TYP
TYP.
2' - 0" LAP MIN.
METAL LATHE
CMU WALL
HORIZ. BOND
BEAM REINF.,
SEE DETAILS
DOUBLE CORNER BAR TO
MATCH HORIZ. BOND BEAM
REINF.
GROUT FILL
CAST-IN-PLACE
CONC. TIE BEAM OR
BOND BEAM
PLACE METAL LATH OR WIRE
SCREEN OVER CELLS NOT TO
BE FILLED (FELT AND SHEET
METAL ARE NOT PERMITTED)
VERTICAL REINFORCING W/ ACI
STANDARD HOOK AT TOP OF WALL.
PROVIDE MATCHING DOWELS IN
FOUNDATION AND LAP. SEE PLAN
FOR SIZE AND SPACING.
JOINT REINF AT
16" OC
METAL DECK, SEE
PLAN
(2) #5 CONT. T&B
B/TIE BEAM
SEE PLAN
CMU WALL
8"
1"
B/TIE BEAM
SEE PLAN
T/TIE BEAM VARIES
SEE PLAN
SEE TABLE, S-601
Ld
SEE TABLE, S-601
Ld
S T
E P
8"
#3 TIE @ 16 O.C.
END OF HSS
HSS 2x1 1/2x1/8 FLAT
NESTED WITHIN DECK
FLUTES @ 6'-0" O.C.
EMBED PL 1/4x4x CONT WITH 3/8"x4" HEADED
STUD
CONC TIE BEAM SEE /E7 S-505
CMU WALL PER PLAN/SCHEDULE
OWSJ
3/16
HSS TO OWSJ
3/16
HSS TO EMBED PL
VERT. BAR POSITIONERS; LOCATE AT TOP
OF FIRST COURSE, AND ONE COURSE
BELOW TOP OF WALL.
VERT. REINF. SEE
PLAN
GROUT
CENTERED REINF. EACH FACE REINF.
C L R
E Q
E Q
T.O. SLAB 2ND FLR
EL = 115'-1 1/2"
5" CONC FILLED MTL DECK
PARTIAL HEIGHT BLOCK
CMU BLOCK PER
PLAN/SCHEDULE
CMU WALL BEYOND
LEDGER ANGLE
BEYOND DOOR OPENING
/A8 S-504 SIM
CMU WALL PER
PLAN/SCHEDULE
3/4"⌀x5 1/2" DISA @ EA
BOND BEAM IN HORIZ
LONG-SLOTTED HOLES
W14 COL
PER PLAN
L8x6x7/16 CONT
TYP EA SIDE
1/4
TYP
1/4
TYP
3" 3"
T.O. CMU WALL
EL = 137'-4"
B.O. DECK
EL = VARIES
TIE BEAM
S-505
E7
L4x3x1/4 LLV CONT
3/4"⌀x5 1/2" DISA @ 16" O.C.
IN HORIZ LONG-SLOTTED HOLES
3/16 2-12
METAL DECK PER PLAN
W-BEAM PER PLAN
CMU WALL PER
PLAN/SCHEDULE
NOTE: PROVIDE AROUND PERIMETER OF DOOR
POCKET ROOF WHER CMU OCCURS
3/16 2-12
T.O. SLAB
EL = 114'-8 1/2"
T.O. CMU
EL = 114'-1 1/2"
CONC FILLED METAL
DECK PER PLAN
FILL VOID PER ARCH
1/2" DIAM x 4" DISA @ 12" O.C.
(EVERY OTHER DECK FLUTE)
L4x4x3/8
TYP EACH SIDE
PROVIDE BOND BEAM
AT TOP OF WALL
PROVIDE HALF
HEIGHT BLOCK
BELOW BOND BEAM
CMU WALL PER
PLAN/SCHEDULE
2"
PERPENDICULAR TO DECK FLUTES
2" 5"
CONC FILLED METAL DECK
PER PLAN
FILL VOID PER ARCH
L6x4x3/8 LLH
TYP EACH SIDE
PROVIDE BOND BEAM
AT TOP OF WALL
PROVIDE HALF
HEIGHT BLOCK
BELOW BOND BEAM
CMU WALL PER
PLAN/SCHEDULE
PARALLEL TO DECK FLUTES
2" 5"
ANGLE HORIZ LEG
TO W-BEAM TOP
FLANGE
3/16
ANGLE VERT LEG
TO W-BEAM WEB
W-BEAM
BEYOND
T.O. SLAB
EL = 114'-8 1/2"
T.O. CMU
EL = 114'-1 1/2"
US Army Corps of Engineers ®
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D7
CMU BOND BEAM CORNER DETAIL
SCALE: N.T.S.
C7
TYP STEPPED BOND BM DETAIL
SCALE: NTS
E5
TYP MASONRY WALL CONSTRUCTION
SCALE: N.T.S.
E7
ROOF CONCRETE TIE BEAM STEP DETAIL
SCALE: 1" = 1'-0"
C5
CMU WALL HEAD AT METAL DECK
SCALE: N.T.S.
A7
CMU-VERT CELL REINF DETAIL
SCALE: 1" = 1'-0"
A5
ELEVATED SLAB AT CMU DOOR OPENING
SCALE: 1" = 1'-0"
E1
BUILT-UP W14 COLUMN DETAIL
SCALE: 1" = 1'-0"
C1
HANGAR DOOR POCKET ROOF TO CMU SECTION
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SCALE: N.T.S.
A1
CMU WALL HEAD DETAIL
SCALE: = 1'-0"
0 1 21
1"
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REG IST ER ED P R O F E S S I O NA L ENG IN
EER
MATTHEW C. STIELSTRA
A1
S-509
3'
0"
13' - 4"
F2 x 5'-0" WIDE
EL = 99' - 1 1/2"
T.O. FOOTING
CMU SCREEN WALL
CMU VENEER
SUPPORT WALL
6"⌀ STEEL POST
FILLED WITH CONC
BOLLARD, TYP
5" SLAB ON GRADE
CONC CAP
6" DIAM. STD . PIPE,
FILLED WITH CONCRETE
1/4 PL3/4x12x1'-0"
DUMPSTER FOUNDATION
3/4" DIAM DISA x 10" EMBED, TYP OF (4)
1'
6" 1'
4"
G A
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P
IP
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'-0
B O
LL
A
R D
'-0
SLAB BLOCKOUT
CONSTRUCTION JOINT
PRECAST CAP PER ARCH
BOND BEAM AT TOP OF
WALL WITH (2) #4 CONT.
BRICK VENEER
PER ARCH
8" CMU SCREEN WALL
PROVIDE #5 VERT BAR @ 16" O.C.
PROVIDE #5 EACH FACE AT JAMB
PRECAST WAINSCOT
PER ARCH
SEALANT OVER 1/2"
COMPRESSIBLE JOINT FILLER
CONC SLAB ON GRADE
PER PLAN
8"
1' - 0"
T H
IC
K
E N
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E D
G E
BOND BEAM AT BOTTOM OF
WALL WITH (2) #4 CONT
6" CMU BELOW GRADE
GROUT SOLID. FILL
VOID BEHIND BLOCK
WITH GROUT
FGT REINFORCING PER SCHEDULE
ALTERNATE DOWEL LEG
ORIENTATION
TYP
3" CLR
8'
0" 1'
4"
3" C
LR
8"
6' -0
M
A X
8" M
IN
1'
1' - 0" 3' - 6"
4' - 6"
#4 @ 12" O.C.
HORZ
#5 @ 12" O.C. VERT
CENTERED
#4 @ 12" O.C.
T&B CONT
#5 @ 12" O.C. T&B
TRANSVERSE
3/4" CHAMFER, TYP
GRADE
EL = PER CIVIL
GRADE
EL = PER CIVIL
1"⌀ PVC SLEEVE
AT 4'-0"
3" CLR
2"
(MIN)
1' - 0"
BACKFILL WITH
NO.57 STONE
FILTER FABRIC
SLOPE FOR
STABILITY
2" CLR
(3) #4 HOOPS @ 3" O.C., TOP
BALANCE @ 8" O.C.
4'-0"⌀ PIER W/
(18) #8 VERT BARS
ANCHOR
BOLT CIRCLE
PLAN
24" LAP
LIGHT POLE, BASE PLATE, &
ANCHOR BOLTS BY POLE MFR
NON-SHRINK GROUT
AS REQ'D BY POLE MFR
6"
2'
6" M
IN
FINISH GRADE
3" C
LR
16' - 6" SQ
2'
6"
STANDARD HOOK, TYP
#7 @ 12" E.W. TOP & BOT
C
LR3"
3"
14"⌀
CONC PIER
(5) #4 VERT
BARS EQUALLY SPACED
#3 HOOPS
TOP (3) @ 3"O.C.
REMAINDER @ 12" O.C. MAX
GRADE PER CIVIL
CROWN TOP OF PIER
TO SLOPE TO DRAIN
4'
6" 2"
4'
3"
1'
0" 1'
0"
7' - 1"
B9
S-509
CAP PLATE SEAL WELD TO HSS
HSS3x3x1/4
C3x3.5
HSS3x3x1/4
PANELS PER
ELECTRICAL
NOTE:
COORDINATE RACK DIMENSIONS,
PANEL LOCATIONS, AND ATTACHMENT
WITH PROCURED ELECTRICAL EQUIPMENT.
3/16
3/16
C3
HSS3x3
SCALE: 1/4" = 1'-0"
E1
DUMPSTER ENCLOSURE PLAN
US Army Corps of Engineers ®
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S-509
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SCALE: = 1'-0"3/4"
0 1 2 31
SCALE: 1" = 1'-0"
A4
DUMPSTER STEEL POST FOUNDATION
SCALE: 1" = 1'-0"
A1
DUMPSTER SCREEN WALL/FOOTING SECTION
SCALE: = 1'-0"
0 4 84
1/4"
SCALE: N.T.S.
E4
RETAINING WALL
SCALE: 1/2" = 1'-0"
D7
HIGH MAST FOUNDATION DETAIL
SCALE: = 1'-0"
0 2 42
1/2"
SHEET NOTES:
1. SEE CIVIL PLANS FOR LOCATION OF SITE ELEMENTS.
SCALE: 3/4" = 1'-0"
A7
PANEL RACK DETAIL
SCALE: = 1'-0"
0 1 21
1"
SCALE: N.T.S.
B9
C3 TO HSS CONNECTION
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EER
MATTHEW C. STIELSTRA
W16 4
5W18
W21
W24
1/4" 3/16"
W12, W14
3/8" 1/4"
3/8" 1/4"
3/8" 5/16"
1/2" 5/16"
5/16"1/2"
5/8" DIAM.-A325
3/4" DIAM.-A325
7/8" DIAM.-A325
7/8" DIAM.-A325
1" DIAM.-A490
1" DIAM.-A490
NOTES:
1. ALL HSB TO BE FULLY TIGHTENED.
2. FABRICATE BEAMS W/ STD HOLES. FABRICATE SHEAR PLATES WITH
SHORT SLOTTED HOLES, TYP UNO.
3. HSB VERT. SPACING = 3" MIN; EDGE DIST. = 1 1/2" MIN.
EXCEPT: 2" MIN SPACING AND 1" EDGE DIST FOR 5/8" DIAM HSB AT W6.
4. NUMBER OF BOLTS SHOWN IS FOR ONE (1) VERTICAL ROW OF BOLTS.
5. CHANNELS SHALL USE SAME SHEAR PLATES AS W-BEAMS OF
EQUIVALENT DEPTH.
6. SHEAR PLATES SHALL BE ASTM A572, GR 50.
W27
W30
1/2" 5/16"
5/16"1/2"
1" DIAM.-A490
1" DIAM.-A490
W36 11 5/16"1/2" 1" DIAM.-A490
W33 10 5/16"1/2" 1" DIAM.-A490
W40 12 5/16"1/2" 1" DIAM.-A490
W6
TABLE 1
BOLTED SHEAR PLATE CONNECTION SCHEDULE
BEAM SIZE
NO. OF HSB
BOLTS REQ,D
PLATE THICKNESS WELD SIZE, t
HSB TYPE
AND SIZE
3/8" 1/4"2 3/4" DIAM.-A325W8, W10
SHEAR PLATE LAYOUT WHEN
BEAMS FRAME INTO BOTH
SIDES OF GIRDER
W GIRDER
W BEAM
SHEAR PLATE LAYOUT
WHEN W BEAM
FRAMES INTO ONE SIDE
OF GIRDER ONLY
SHEAR PLATE AND
BOLTS. SEE TABLE 1.
2 1/2" MAX
3/ 4"
M A
X t
SEE TABLE 1,
TYP
W BEAM
W BEAM
STIFF PLATE EACH SIDE
OF WEB, OR SHEAR PLATE WHERE
PERPENDICULAR BEAM OCCURS. PLATE
THICKNESS PER TABLE 1
HSS COL
BEARING PLATE 3/4
(4) 3/4" DIAM BOLTS
t
SEE TABLE 1
1 1/2"
1 1/2"
1/4
GRID
W BM
HSS COL.
BEARING PLATE 3/4
(4) 3/4" DIAM BOLTS
STIFFENER PLATE EACH SIDE OF WEB, OR
SHEAR PLATE, WHERE PERPENDICULAR
W BEAM OCCURS. PLATE THICKNESS PER
TABLE 1
PERPENDICULAR W BM
NOT SHOWN FOR
CLARITY
1 1/2"
1 1/2" t
SEE TABLE 1
1/4
HSS COL CONTINUES
WHERE OCCURS
HSS COL
SLOTTED AT SHEAR PLATE
SHEAR PLATE AND
BOLTS, SEE TABLE 1
W BEAM
WT5x15 AT PERP. BEAM (WHERE OCCURS)
(W BM NOT SHOWN FOR CLARITY)
CAP PLATE 3/8
SEAL
t
SEE TABLE 1
t
WT TO HSS
W BEAM
L2x2x1/4 KICKER
@ 8'-0" O.C., MAX
3/16
3/16
(3) SIDES TYP
L3x3x1/4
PL1/4, TYP
W BEAM
3/16
TYP
METAL DECK
AT SIM JOIST ARE PARALLEL TO W BEAM.
KICKER SHALL ATTACH DIRECTLY TO ADJACENT JOIST TOP CHORD.
W COLUMN
SHEAR PLATE AND
BOLTS, SEE TABLE 1
W BEAM
SHEAR PLATE AT PERP. BEAM
(WHERE OCCURS)
(W BM NOT SHOWN FOR CLARITY)
t
SEE TABLE 1
W BEAM
W COLUMN
SHEAR PLATE AND
BOLTS, SEE TABLE 1
TYP
W BEAM
t
SEE TABLE 1, TYP
W BEAM,
COPE TOP AND
BOTTOM FLANGES
HSS COL
SLOTTED AT SHEAR PLATE
(W COLUMN AT SIM)
W BEAM WHERE OCCURS ADJACENT
W-BEAM MAY BE STANDARD SHEAR
PLATE OR CHORD/COLLECTOR SHEAR
PLATE AS SHOWN ON PLANS/
ELEVATIONS
CAP PLATE 3/8
NOTE:
STD BOLT HOLES ONLY. FAYING SURFACES SHALL BE PREPARED AS SLIP-CRITICAL.
SEAL
t
SEE TABLE 1,
W BEAM
1/2" 2" 3" 1 1/2"
(2) ROWS OF BOLTS PER TABLE 1
SHEAR PLATE PER TABLE 1
BENT PL OR ANGLE
AT SLAB EDGE
PLATE 1/4x4x1'-0"
CENTERED ON SPLICE
3/16
ELEVATION AT DISCONTINUOUS PURLIN
3/16 3/16
END PL 1/4"
W8 PURLIN
(2) 3/4"ø THUR-BOLTS
@ BEAM GAUGE
W-BEAM OR TRUSS TOP
CHORD
ELEVATION AT CONTINUOUS PURLIN
3/16
STIFFENER PLATE 1/4"
W8 PURLIN
(2) 3/4"ø THRU-BOLTS @ BEAM
GAUGE
W-BEAM OR TRUSS TOP
CHORD
W8 PURLIN
STIFFENER OR END PL 1/4"
THRU-BOLTS
@ BEAM GAGE
W-BEAM OR TRUSS TOP
CHORD
NOTE:
PURLIN MAY BE CONTINUOUS ACROSS SUPPORTS OR SINGLE SPAN
AT CONTRACTORS OPTION.
PURLIN SECTION
US Army Corps of Engineers ®
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S-511
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SCALE: N.T.S.
E1
BOLTED SHEAR PLATE CONNECTIONS
SCALE: N.T.S.
F8
TYP W BEAM TO W BEAM
SCALE: N.T.S.
F3
W BEAM OVER HSS
SCALE: N.T.S.
A2
CONNECTION DETAIL
SCALE: N.T.S.
A3
TYP W BEAM TO HSS COLUMN
SCALE: N.T.S.
A1
BOTTOM FLANGE BRACE
SCALE: N.T.S.
D3
TYP W-BEAM TO W COLUMN
SCALE: N.T.S.
A6
CHORD/COLLECTOR SHEAR PLATE
SCALE: N.T.S.
F6
TYP EDGE ANGLE SPLICE
SCALE: N.T.S.
A8
PURLIN TO TRUSS CONNECTION
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MATTHEW C. STIELSTRA
C
BOND BEAM
CMU WALL PER
PLAN/SCHEDULE
1/2 HEIGHT BLOCK
BOND BEAM CONT
EMBED PL 3/8x6x0'-8"
WITH (2) 1/2"⌀x4" HEADED
STUDS AT 6" GAGE
T.O. BOND BEAM
EL=126'-9 1/2"
B.O. DECK
EL=127'-5 1/2"
3/16
OWSJ
EXTENDED JOIST SEAT
BENT PL 4x3x1/4 LLV CONT
3/4"⌀x5 1/2" DISA @ 16" O.C.
12" DEEP BEAM POCKET
GROUT SOLID
T.O. PARAPET
EL=131'-9 1/2"
3/16
N
1/
2"3"
1/ 2"
1"
1 1/2" 1 1/2"
1/2" 1 1/2"
1 1/2"
TRUSS A BOTTOM CHORD
STIFFENER PL 3/8
PL 1/4 EACH SIDE WITH
(4) 3/4"⌀ THRU-BOLTS
W12 TROLLEY BEAM
COPED AS SHOWN
1/
2"
FALL PROTECTION
TROLLEY ANCHOR
L3x2x1/4 LLH
STOP
TRUSS B BOTTOM CHORD
SPLICE LOCATION
TROLLEY BEAM MAY
BE CONTINUOUS AT
CONTRACTOR OPTION
TRUSS GUSSET PLATE
5/8"⌀ THRU-BOLT
@ BEAM GAGE
L3x2x1/4 LLH
STOP
SHEAR TAB,
SEE E1 / S-511
W12 TROLLEY BEAM
TRUSS B WEB
5/8"⌀ THRU-BOLT
@ BEAM GAGE
B
Q
G
H
NOTE:
1) PROVIDE ONE TROLLEY ANCHOR PER TROLLEY BEAM
2) TROLLEY ANCHOR SHALL COMPLY WITH FALL PROTECTION LOAD CRITERIA DEFINED BY OSHA 1910.140.
DECK WITHOUT TOPPING DECK WITH CONCRETE TOPPING
BLOCK OUT CONC
BEFORE POURING
DO NOT CUT DECK UNTIL
CONC HAS ATTAINED 75% OF
DESIGN STRENGTH OR 14 DAYS
NOTES:
1. SIX DIA OF LARGER OPENING, BUT NOT LESS THAT 12" EA WAY.
2. IF OPENINGS ARE CLOSER OR LARGER THAN SHOWN,
SEE REINFORCED DECK OPENING DETAILS.
3" DIA MAX 2" DIA MAX
NOTE 1
D
EC
K W
EB
S
TY
P
D O
N O
T C
U T
6" DIA MAX
NOTE 1
O N
E W
EB
EA
H O
LE
C U
T N O
M O
R
E TH
AN
THRU
TOP FLUTE
THRU
BOT FLUTE
DECK OPENINGS 13" TO 24" DECK OPENINGS 25" TO 96"
STL DECK
L3x3x1/4 EA SIDE OF OPNG FURN
AND INSTALLED BY DECK
CONTRACTOR. EXTEND EA SIDE AS
SHOWN. NO L'S REQD WHERE ONLY
ONE VERT LEG OF DECK IS CUT
#4x2'-0"
DIAG REINF
@ (N) COMPOSITE
FLOOR ONLY
NOTE:
FRAMING TO BE
FURNISHED AND
INSTALLED
W/ STRUC STEEL.
C8X11.5
UON
ON PLAN
BENT PL CONN
SEE DETAIL
WF BEAM
OR JOIST,
SEE PLAN
L3x3x3/16x4"
CONN ANGLE
STL DECK
3/4" DIA PUDDLE
WELD EA RIB
24" MIN TYP 24" MAX
DECK OPENINGS 7" TO 12"
STL DECK
NOTE:
6"Ø OR SMALLER SEE UNREINFORCED
DECK OPENING DETAILS.
12 GA
STRENGTHENING PL
1/2" LG FILLET
WELDS @ 4" MAX
1/2" LG FILLET WELDS
EA RIDGE
OPNG 3/4" TYP
6" MIN TYP
SIDE VIEWFRONT VIEW
PL THK=TW +1/4" MIN
WS=TW -1/16", 3/16 MIN
CHANNEL
OR BEAM
BEAM
SEE PLAN
CHANNEL
OR BEAM
BEAM
SEE PLAN
L3X3X5/16X0'-4"
ALTERNATE CONNECTION
3/8
23/16
3/16
1/2"
1/ 2"
TW L
2" BRG
1/2"
WS L
WS
DECK OPENING FRAMING CONNECTION
TRUSS A
BOTTOM CHORD
W12 TROLLEY BEAM
COPED AS SHOWN
NOTE: SPLICE TROLLEY BEAM AS SHOWN OR PROVIDE
CONTINUOUS BEAM AT CONTRACTOR OPTION.
CJP GRIND
SMOOTH
TRUSS A
BOTTOM CHORD
NOTE: CURTAIN SUPPORT IS CONCEPTUAL. CONTRACTOR SHALL
COORDINATE FINAL CONFIGURATION WITH CURTAIN MANUFACTURER.
TRUSS A
BOTTOM CHORD
H G
W10 BEAM W8 BEAM
S-514
C7
S-514
C9
TRUSS A
BOTTOM CHORD
W10 BEAM COPED
T.O.S.
EL. = 128'1 3/4"
STIFFENER PLATE
TYPICAL SHEAR TAB CONN
PER E1 / S-511
SHEAR TAB BEYOND
5/8"⌀ THRU-BOLT
@ BEAM GAGE
SPACED @ 5'-0" O.C.
WT3x4.25 CONT
W8 BEAM
W10 BEAM
HANGING CLAMP PER
CURTAIN MFR
ATTACH TO WT STEM
WITH THRU-BOLT
1 5/8" STRUT CONT. FOR
CURTAIN WALL SUSPENSION.
VERIFY STRUT IS INSTALLED
IMMEDIATELY BELOW TRUSS A
BOTTOM CHORD ELEVATION
6" 6"
COPE MC FLANGES
AS REQ'D FOR ERECTION
SHEAR
TAB
W12
(2) MC PER PLAN
BACK TO BACK
TYP
(2) ROWS OF (2) 5/8"⌀
THRU-BOLTS, TYP
FULL HEIGHT STIFFENER PL 3/8TRUSS BOT CHORD
C6
S-514
2"
3/
4"
1/ 2"
3/
4"
3/16
(3) SIDES
(4) 5/8"⌀ BOLTS
(2) MC6
STIFFENER PL3/8 SKEWED
TO ALIGN WITH BRACE
TRUSS BOT CHORD
T.O. SLAB
EL=115'-1 1/2"
T.O. C15
EL=114'-10 1/2"
TOP STAIR RISER
PER ARCH
L5X5X5/16 CONT
C15 PER PLAN
3/16 2-6
US Army Corps of Engineers ®
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S-514
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SCALE: = 1'-0"3/4"
0 1 2 31
SCALE: 3/4" = 1'-0"
C1
JOIST BEARING AT CMU PARAPET
SCALE: 1 1/2" = 1'-0"
A1
FALL PROTECTION TROLLEY BEAM CONNECTION
SCALE: = 1'-0"
0 1 21
1"
SCALE: 3/4" = 1'-0"
E1
UNREINFORCED DECK OPENING
SCALE: 3/4" = 1'-0"
E4
REINFORCED DECK OPENING - NEW DECK
SCALE: 1 1/2" = 1'-0"
A4
TROLLEY BEAM SPLICE DETAIL
SCALE: 1/4" = 1'-0"
D8
CURTAIN SUPPORT ELEVATION
SCALE: 1 1/2" = 1'-0"
C7
CURTAIN BEAM TO TRUSS CONN
SCALE: 1 1/2" = 1'-0"
C9
CURTAIN HANGER DETAIL
SCALE: = 1'-0"
0 4 84
1/4"
SCALE: 1" = 1'-0"
C4
DOOR TRUSS CONNECTION
SCALE: 1" = 1'-0"
C6
(2) MC6 CONNECTION
SCALE: 1" = 1'-0"
A7
EDGE BEAM AT STAIR DETAIL
SCALE: = 1'-0"1 1/2"
01 1
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EER
MATTHEW C. STIELSTRA
No. SE13701 12/14/2021
1 1
KNIFE PLATE THICKNESS
tpl PER SCHEDULE
1" M
A X
1" lw1 lw
1" TYP.
EQ
EQ.
5/16 lw1
5/16 lw1 lw2 MIN.
tw2 lw2
Wx PER ELEVATION
HSS PER
ELEVATION
HSS PER
ELEVATION
3/4" 32"
G3 5/8" 26"
G1
GUSSET PLATE SCHEDULE
# tpl lw2
3/4" 22"G2
10"
W3 6"
W1
WEB MEMBER WELD SCHEDULE
LABEL lw1
8"W2
MIN. TYP.30 DEGREES
3/8"
5/16" tw2
3/8"
G4 5/8" 20"5/16"
W.P.
Wx CHORD PER
ELEVATION,
TYP
HSS PER
ELEVATION
1" M
A X
1" END PL
5/16
T & B FLANGES
TYP.
M
IN
6"
5/16
W.P.
1/4
3 SIDES TYP.
Wx COLUMN PER
ELEVATION
HSS PER
ELEVATION
1" M
A X
1"
T
YP
5/16" FILLET WELD EA.
SIDE 12" MIN.
3/4" KNIFE PLATE
Wx CHORD PER
ELEVATION
1" CAP PL
3/8" STIFFENER
PL, EA. SIDE
1/2 12 MIN.
FULL GUSSET
LENGTH
5/16
BEAM TO CAP
PL
(2) 1" DIAM. THRU
BOLT EA. SIDE
5/16
5/16
1/2
PJP TYP. EA.
FLANGE
W.P.
3/8" STIFFENER
PL, EA. SIDE
1/4
3 SIDES TYP.
Wx COLUMN PER
ELEVATION
L6x4x3/8 LLH, TYP.
W12x BOT CHORD
SHEAR PLATE PER SCHEDULE
PROVIDE (2) ROWS OF BOLTS
IN HORIZONTALLY SLOTTED
HOLES
3/4" DIAM THRU-BOLTS AT
BEAM GAGE, TYP.
IN HORIZONTALLY SLOTTED
HOLES
W.P.
3/8" PLATE W/
(3) 3/4" A325 BOLTS EA. SIDE
TRUSS CHORD
1/4
3 SIDES
1/4
3 SIDES
CJP TYP EA.
FLANGE
SHEAR PL
PER SCHEDULE
5/16
6" MIN.
STIFFENER PL 3/8" THICK
EA. SIDE
Wx PER
ELEVATION
HSS PER
ELEVATION
1" T
Y P
1" M
A X
1" T
YP.
5/16 6
1/4
3 SIDES TYP.
1"
1/4
1/4
6" MIN. BM. WEB
TO SHEAR PL
5/8" KNIFE PLATE
W.P.
Wx CHORD PER
ELEVATION,
TYP
Wx PER
ELEVATION
1" M
A X
3/8" END PL, TYP.
(8) 3/4" DIAM. BOLTS
FROM PLATE TO
PLATE
2" 3"
2"
(4) 3/4" DIAM.
SC BOLTS
5/16
T & B FLANGES
TYP.
W.P.
W8 PURLIN
PER PLAN TYP
ROOF DECK
LVF @ 12" O.C. TYP
TRUSS TOP CHORD
6"
14 GA BENT SHEET METAL
W.P.
US Army Corps of Engineers ®
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S-515
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SCALE: 1" = 1'-0"
A1
TRUSS A AND B TOP CONNECTION
SCALE: 1" = 1'-0"
A6
TYPICAL TRUSS GABLE CONNECTION
SCALE: 1" = 1'-0"
A8
TYPICAL TRUSS TOP CHORD CONNECTION
SCALE: 1" = 1'-0"
D1
TYPICAL TRUSS BOTTOM CHORD CONNECTION
SCALE: 1" = 1'-0"
D4
TYPICAL TRUSS CHORD SPLICE
SCALE: 1" = 1'-0"
D6
TRUSS C TOP CONNECTION
SCALE: 1" = 1'-0"
F1
TRUSS C GABLE CONNECTION
NOTE:
SEE TRUSS ELEVATIONS FOR WEB MEMBER AND
GUSSET PLATE CALLOUTS.
SCALE: 1" = 1'-0"
F4
ROOF RIDGE DETAIL
SCALE: = 1'-0"
0 1 21
1"
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MATTHEW C. STIELSTRA
No. SE13701 12/14/2021
1. TRUSS GUSSET PLATES SHALL BE ASTM A572, GR 50.
SHEET NOTES:
TYPICAL PLAN
GUSSET PLATE
HSS COL
3/4" DIAM ERECTION BOLT
HSS BRACE
GUSSET PLATE
tc Lctc Lc tb Lb tb Lb
TYP
ta La ta La
TYP
BOTTOM OF BRACE TO TOP OF
BEAM SIMILAR, REFLECTION
ABOUT BEAM NEUTRAL AXIS.
W.P.
W BEAM
CONTINUITY PLATE TO MATCH
BEAM FLANGE THICKNESS,
TYP
CJP TYP EACH
FLANGE
t
TABLE 1, S511
1"
CJP
CJP
TYPICAL PLAN
GUSSET PLATE
WIDE FLANGE
COLUMN
3/4" DIAM ERECTION BOLT
HSS BRACE
GUSSET PLATE
tc Lctc Lc tb Lb tb Lb
TYP
ta La ta La
TYP
BOTTOM OF BRACE TO TOP OF
BEAM SIMILAR, REFLECTION
ABOUT BEAM NEUTRAL AXIS.
W.P.
W BEAM
CONTINUITY PLATE TO MATCH
BEAM FLANGE THICKNESS,
TYP
CJP TYP EACH
FLANGE
t
TABLE 1, S511
SPLICE PLATE TYP EACH SIDE
OF BEAM WEB. PLATE
THICKNESS AND BOLTS PER
TABLE 1, S-511, TYPCJP
5/16
(3) SIDES TYP
TYPICAL PLAN
GUSSET PLATE
WIDE FLANGE COLUMN
3/4" DIAM ERECTION BOLT
HSS BRACE
GUSSET PLATE
tc Lc tb Lb tb Lb
TYP
ta La ta La
BOTTOM OF BRACE TO TOP OF
BEAM SIMILAR, REFLECTION
ABOUT BEAM NEUTRAL AXIS.
W.P.
W BEAMCONTINUITY PLATE TO MATCH
BEAM FLANGE THICKNESS, TYP
CJP TYP EACH
FLANGE
t
TABLE 1, S511
CJP
5/16
(3) SIDES TYP
TYPICAL PLAN
GUSSET PLATE
HSS COL
3/4" DIAM ERECTION BOLT
HSS BRACE
GUSSET PLATE
tc Lc tc Lc tb Lb tb Lb
TYP
ta La ta La
BOTTOM OF BRACE TO TOP OF
BEAM SIMILAR, REFLECTION
ABOUT BEAM NEUTRAL AXIS.
W.P.
W BEAM
CONTINUITY PLATE TO MATCH
BEAM FLANGE THICKNESS,
TYP
0 0
CJP TYP EACH
FLANGE
t
TABLE 1, S511
1"
CJP
CJP
1 SPLICE PLATE TYP EACH SIDE OF
BEAM WEB. PLATE THICKNESS AND
BOLTS PER TABLE 1, S-511,
TYPICAL.
KEYNOTES:
1. SEE BRACED FRAME CONNECTIONS SCHEDULES,
SHEET S-203 FOR WELD INFORMATION.
2. GUSSET PLATES, SPLICE PLATES, AND CONTINUITY
PLATES SHALL BE ASTM A572, GR 50.
SHEET NOTES US Army Corps of Engineers ®
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D1
BRACING CONN DETAIL - HSS COLUMN
SCALE: 1 1/2" = 1'-0"
D5
BRACING CONN DETAIL - GUSSET TO W COLUMN FLANGE
SCALE: 1 1/2" = 1'-0"
A5
BRACING CONN DETAIL - GUSSET TO W COLUMN FLANGE - ONE SIDE
SCALE: 1 1/2" = 1'-0"
A1
BRACING CONN DETAIL - HSS COLUMN - ONE SIDE
SCALE: = 1'-0"1 1/2"
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MATTHEW C. STIELSTRA
No. SE13701 12/14/2021
VIEW A-A
BRACE DIRECTION BRACE
DIRECTION
SIDE VIEW
A
BASE PLATE
A 1/2
TYP
c de de c
1 1/2 " DIAM INSPECTION HOLE
IN BASE PLATE
HSS COLUMN BEYOND, W
COLUMN SIMILAR
SHEAR LUG
1" CLR AT
HSS COL, W COL
SIMILAR
NON-SHRINK GROUT
FORM
2" MIN.
"2
1" G
R O
U T h
1" C
LR
W.P.
FINISH FLOOR
3/4" DIAM ERECTION BOLT
GUSSET PLATE @
CENTERLINE OF BRACE
HSS COL
TOP OF
FOOTING
ANCHOR ROD
SEE SCHEDULE
BASE PLATE
SEE SCHEDULE S-522
BASE PLATE
BASE PLATE
OVERSIZE HOLES
FOOTING
SHEAR LUG, SEE
BASE PLATE
SCHEDULE
SHEAR LUG
BELOW, SEE BASE
PLATE SCHEDULE,
THIS SHEET
HSS BRACE
tc Lc tc Lc
NOTE 2
t
1"
1" ta Lb ta La
NOTE 2
THICKNESS, MIN
GUSSET PLATE
GUSSET PLATE TO
BASE PLATE
t = COLUMN WALL
THICKNESS
tb Lb tb Lb
NOTES:
1. * CLEAR DIMENSION 2x GUSSET PLATE THICKNESS.
BASE PLATE (SEE SCHED.)
COLUMN, HSS OR
WIDE FLANGE
ANCHOR RODS SEE
SCHEDULE THIS SHEET
EMBED ANCHOR ROD
FOR FULL FOOTING
DEPTH MINUS 3" CLEAR
COVER
TOF
SEE PLAN
DOUBLE NUT W/
PLATE 1/2X3X0'-3"
AT BOTTOM
SHEAR LUG, SEE BASE
PLATE SCHEDULE
GRID
SEE PLANS
3" CLR 3" CLR
S E
E P
LA
N
S
3" C
LR
, T
Y P
1" NON-SHRINK GROUT
V A
R
IE
S
GUSSET PLATE, SEE BRACING
SCHEDULE SXXX.
HSS BRACE
1"
La
CONT WHERE
OCCURS
#4 TIES @ 4" O.C.
W/IN FOOTING
TOP BARS WHERE OCCURS.
SEE SCHEDULE FOR
REINFORCEMENT
1"
(4) #4 VERTICAL ,
(1) EA CORNER TIES
AROUND ANCHOR RODS
BASE PLATE, LUG, & ANCHOR ROD SCHEDULE FOR BRACED FRAMES
NOTES:
1. SEE DETAIL FOR SHEAR LUG WELDING AND ADDITIONAL INFORMATION.
2. OVERSIZE HOLES SHALL BE NOMINAL BOLT DIAMETER +5/16".
3. BASE PLATES AND SHEAR LUGS SHALL BE ASTM A572, GR 50.
COLUMN TYPE
BASE
PLATE
THICKNESS
SHEAR LUG SIZE (txhxw) de c cw1 cw2 ANCHOR ROD SIZE REMARKS
HSS 1" PLATE 2X6 1/2 X 0'-10" 2 2 -- -- 7/8" A1554 GR 55
W14 1 1/2" PLATE 2X6 1/2 X 1'-2" 2 2 -- -- 1 1/4" A1554 GR 55
/D4 S-522
EMBED ANCHOR ROD FOR FULL FOOTING
DEPTH MINUS 3" CLEAR COVER
EMBED ANCHOR ROD FOR FULL FOOTING
DEPTH MINUS 3" CLEAR COVER
W.P.
FINISH FLOOR
3/4" DIAM ERECTION BOLT
GUSSET PLATE @
CENTERLINE OF BRACE
W COLUMN
TOP OF
FOOTING
ANCHOR ROD
SEE SCHEDULE
BASE PLATE
SEE SCHEDULE
S-522
BASE PLATE
BASE PLATE
OVERSIZE HOLES
FOOTING
SHEAR LUG, SEE
BASE PLATE SCHEDULE
SHEAR LUG
BELOW, SEE BASE
PLATE SCHEDULE,
SHEET S-522
HSS BRACE
tb Lb tb Lb tc Lc tc Lc
NOTE 2
t t=COLUMN WEB
THICKNESS
1"
1"
La ta La ta La
NOTE 2
GUSSET PLATE
TO BASE PLATE
W.P.
FINISH FLOOR
3/4" DIAM ERECTION BOLT
GUSSET PLATE @
CENTERLINE OF BRACE
W COLUMN
TOP OF PIER
ANCHOR ROD
SEE SCHEDULE
BASE PLATE
SEE SCHEDULE S-522
BASE PLATE
BASE PLATE
OVERSIZE HOLES
FOOTING
SHEAR LUG, SEE
BASE PLATE SCHEDULE
SHEAR LUG
BELOW, SEE BASE
PLATE SCHEDULE,
SHEET S-522
HSS BRACE
tb Lb tb Lb
1" NON-SHRINK GROUT
tc Lc tc Lc t t=COLUMN WEB
THICKNESS
1"
1" ta La ta La
NOTE 2
GUSSET PLATE
TO BASE PLATE
1/4
1/4
TYP
FLANGE
PLATE 5/8
SLOT COLUMN WEB. PASS
GUSSET PLATE THROUGH
COLUMN
1. SEE BRACED FRAME CONNECTIONS SCHEDULES,
SHEET S-203 FOR WELD INFORMATION.
2. GUSSET PLATES SHALL BE ASTM A572, GR 50.
SHEET NOTES
US Army Corps of Engineers ®
SHEET ID
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1" = 1'-0"D4
BASE PLATE AND SHEAR LUG WELDING
1" = 1'-0"D1
BRACED HSS COLUMN BASE
1" = 1'-0"B7
TYPICAL BRACED PIER / FOOTING
1" = 1'-0"A1
BRACED W COLUMN BASE TO FLANGE
1" = 1'-0"A4
BRACED W COLUMN BASE TO WEB
SCALE: = 1'-0"
0 1 21
1"
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EER
MATTHEW C. STIELSTRA
No. SE13701 12/14/2021
W.P.
W BEAM
WIDE FLANGE COLUMN WITH
SLOTTED WEB FOR GUSSET
PLATE
3/4" DIAM ERECTION BOLT
HSS BRACE
GUSSET PLATE,
PASS THROUGH
COLUMN WEB
tb Lb tb Lb
TYP
ta La ta La
TYP
BOTTOM OF BRACE TO TOP OF BEAM
SIMILAR, REFLECTION ABOUT BEAM
NEUTRAL AXIS.
5/16
(3) SIDES TYP
CONTINUITY PLATE TO MATCH
BEAM FLANGE THICKNESS,
TYP
CJP TYP EACH
FLANGE
t
TABLE 1, S511
TYPICAL PLAN
GUSSET PLATE
tc Lc tc Lc
CJP
STIFFENER PL 3/8
W.P.
W BEAM
WIDE FLANGE COLUMN WITH
SLOTTED WEB FOR GUSSET
PLATE
3/4" DIAM ERECTION BOLT
HSS BRACE
GUSSET PLATE,
PASS THROUGH
COLUMN WEB
tb Lb tb Lb
TYP
ta La ta La
TYP
BOTTOM OF BRACE TO TOP OF BEAM
SIMILAR, REFLECTION ABOUT BEAM
NEUTRAL AXIS.
5/16
(3) SIDES TYP
CONTINUITY PLATE TO MATCH
BEAM FLANGE THICKNESS,
TYP
CJP TYP EACH
FLANGE
t
TABLE 1, S511
TYPICAL PLAN
GUSSET PLATE
KNIFE THROUGH COLUMN WEB
tc Lc
CJP
STIFFENER PL 3/8
tc Lc
1 SPLICE PLATE TYP EACH SIDE OF
BEAM WEB. PLATE THICKNESS AND
BOLTS PER TABLE 1, S-511,
TYPICAL.
KEYNOTES:
1 1/2 TIMES BRACE WIDTH TYP
EACH SIDE
1"
1"
CONT HSS BRACE
COVER PLATE REINFORCEMENT
SAME THICKNESS AS BRACE WALL
WELD SIZE =
3/4 BRACE
WALL THICKNESS
HSS BRACE
WELD SIZE =
BRACE WALL
THICKNESS, TYP
NOTES:
1. AT SIM, BRACES OCCUR ONLY AT UNDERSIDE OF BEAM.
W.P.
GUSSET
PLATE
W BEAM tb tb
TYP
1" T
YP
3/4"ø ERECTION BOLT
HSS BRACE
ta La ta La
TYP
1. SEE BRACED FRAME CONNECTIONS SCHEDULES,
SHEET S-203 FOR WELD INFORMATION.
2. GUSSET PLATES, SPLICE PLATES, AND CONTINUITY
PLATES SHALL BE ASTM A572, GR 50.
SHEET NOTES
W.P.
FINISH FLOOR
3/4" DIAM ERECTION BOLT
GUSSET PLATE @
CENTERLINE OF BRACE
HSS COL
TOP OF
FOOTING
ANCHOR ROD
SEE SCHEDULE
BASE PLATE
SEE SCHEDULE S-522
BASE PLATE
BASE PLATE
OVERSIZE HOLES
FOOTING
CRUCIFORM
SHEAR LUG, SEE
BASE PLATE
SCHEDULE
CRUCIFORM SHEAR
LUG BELOW, SEE BASE
PLATE SCHEDULE, THIS
SHEET
HSS BRACE
tc Lc tc Lc t
1"
1" ta Lb ta La
NOTE 2
THICKNESS, MIN
GUSSET PLATE
GUSSET PLATE TO
BASE PLATE
t = COLUMN WALL
THICKNESS
tb Lb tb Lb tc Lc tc Lc
PERPENDICULAR
GUSSET PLATE
5/16
TYP EA EDGE OF
SHEAR LUG PLATE
CL
WP
HSS 5x5
COLUMN
HSS 3x3 BRACE
W8 COPE EACH FLANGE
BOLT TO GUSSET PER E1/S-511
GUSSET PL 3/8
HSS 3x3 BRACE
TYP
1/2"
1/4
1/4 3 MIN
US Army Corps of Engineers ®
SHEET ID
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SCALE: N.T.S.
A6
BRACING CONN DETAIL - GUSSET TO COLUMN WEB -
ONE SIDED
SCALE: N.T.S.
D6
BRACING CONN DETAIL - GUSSET TO COLUMN WEB
SCALE: N.T.S.
E4
X-BRACE CONNECTION
SCALE: N.T.S.
A1
BRACING CONN DETAIL - GUSSET TO W BEAM
SCALE: 1" = 1'-0"
D1
HSS COLUMN BASE - BRACE EACH SIDE
SCALE: = 1'-0"
0 1 21
1"
SCALE: 1" = 1'-0"
A5
HSS 3x3 BRACE CONN DETAIL
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49 TH
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REG IST ER ED P R O F E S S I O NA L ENG IN
EER
MATTHEW C. STIELSTRA
No. SE13701 12/14/2021
TIRE STORAGE
OPEN OFFICE
JAN
VESTIBULE/ AIR
SHOWER
CORRIDOR
CORRIDOR
OFFICE
138STAIRS
S1
OFFICE
LO SUPPORT
MECHANICAL
LO SUPPORT
BREAK AREA
LO SUPPORT
VEST
MOBILITY TOOL
AREA
MECHANICAL
YARD
VESTIBULE
STOR.
CORRIDOR
A5
A-301
A6
A-312
CORRIDOR
MALE
RESTROOM
LOCKER ROOM
FEMALE
RESTROOM/
LOCKERS
VESTIBULE
A1
A-312
A4
A-312
A8
A-312
A1
A-313
A4
A-313
Q
R
H
K
M
8761 2 3 4 5
J
P
L
N
139A
138A
S1A
137A
121A
131A
132A
112C
133A
140A
108B
000A
128A 122A
123A129A
126A
124A
108A
127A
133B
S1C
131B
140B
004A
110C
112B
110A
120A
109A
140C
A7
A-301
2'
8" 8'
0"
2'
8" 8'
0"
2'
8"
M A
S O
N R
Y
1'
5" 3'
6'
1"
6" M
A S
O N
R Y
6'
8" 6'
0"
8'
0"
22' - 8" 12' - 8"
/8
8"
/8
/8
7'
4"
7/
8"
46' - 9 1/2" 6' - 5 1/2" 10' - 1 1/2" 9' - 4" 7' - 0 1/2" 5' - 1 1/2" 7' - 10"
3' - 6 1/2"
12' - 3"
11' - 4 1/4" 13' - 4 3/4" 5' - 4" 43' - 10 1/2" 6' - 5 7/8" 22' - 8" 5' - 7"
5' - 8 7/8" 29' - 4"
6'
5/
8"
5'
5"
S E
E A
1/ A
1B
BEAD BREAKER
GFGI (#2)
BEAD BREAKER
GFG (#2)
WORK BENCH (IMIS STATION)
GFGI (#4)
TIRE CAGE
GFGI (#9)
TIRE SKIN RACK
GFGI (#3)
TIRE SKIN RACK
GFGI (#3)
HAZ LOCKER
GFGI (#13)
HAZ LOCKER
GFGI (#13)
TOOL STORAGE
GFGI (#15)
CONSUMABLE
GFGI (#12)
LASER ETCHER
GFGI (#14)COMPRESSED
AIR (#16)
(72) RESPIRATOR
LOCKERS (TYPE MTL-1)
TIRE SKIN RACK
GFGI (#3)
C O
N S
U M
A B
LE
G F
G I (
#1 2)
IM
IS
S T
A T
IO
N
HAZ ST. SHELVING
GFGI (#6)
HAZ STORAGE
GFGI (#5)
2' - 8" 8' - 0" 2' - 8" 8' - 0" 2' - 8"
TRENCH DRAIN, SEE
PLUMBING AND
STRUCTURAL, TYP.
AIRCRAFT DIAGRAMMATIC
LOCATION
FOR COORDINATION PURPOSE
18' - 0"
HOSE REEL -
SEE PLUMBING, TYP.
EMERGENCY EYEWASH/SHOWER
STATION, SEE PLUMBING, TYP.
A-451
A1
A-502
A1
M0Z
1' - 6"
F
112A
110B
C
C
C A A
A-404
E1
J.4
D1
A-203
100B.2
100B.1
MOBILE STORAGE SHELVING
UNITS (MECHANICALLY
ASSISTED)
DISPLAY DEVICE
SEISMIC JOINT BETWEEN
HANGAR AND ADMIN BUILDING
MB, 60"W
B9
AS501
M0X
M0Z
S2B
S2B
S2B S2B
S2B
S2B
S2B
S2B
S2B
S2B
S2B S2B
S2B
S2B S2B
S2B
S2B
S2B
S2B
S2B
S2BF1B F1B S2B
S1C
S1C
S1C
S1C
S1C
S1C
S2B
S2B
S2B
S2B
S2B
F1B
S2B
S2B
S2B
M2X
M2BF1B
F1B
F1B
F1B
F1B F1B
S2B S2B
M2X
FEC
FEC
FEC
FECFEC
FEC
FEC
FE
FE
FE
FE
FEC
EDGE OF CONC.
SIDEWALK, REFER
STRUCTURAL AND CIVIL
FOR SLOPES AND
ELEVATIONS
OILY WASTE
TANK BELOW
SLAB, SEE
PLUMBING
CURTAIN TRACK ABOVE
62' - 11 1/8"
7'
4"
/8
/8
2' - 8" 8' - 0"
8'
8" 8'
8"
5'
/4
A-505
B1
A-505
B5
/8
8'
4"
2'
8"
A-560
A1
STEEL BOLLARD, REFER A4/S-509 FOR CONNECTION
AND FOUNDATION DETAILS
STEEL BOLLARDS, REF.
A4/S-509 FOR DETAILS
SEISMIC
JOINT
5' - 10 1/4" 24' - 3 3/8" 16' - 10" 16' - 7" 14' - 6" 1' - 6 3/8" 12' - 3 1/2" 15' - 10 5/8"
7' - 5 1/8"
A-546
B1
USE TALL PRECAST WATER TABLE
AROUND HANGAR DOORS & POCKETS.
SEE A-550 FOR DETAILS.
AS501
D1
FOR ENLARGED RESTROOM AND
LOCKER ROOMS, SEE SHEET A-401
/4
/8
TA-6
TA-6
TA-6
M1A
M1A
M1A
M1A
F1BF1B F1B
S1C
S1C
F1B
F1B
F0C F0C
100B.1H
C2
A-213
C4
A-213
F9
I-602
2' - 8"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 4' - 0" 6' - 8"
10FTx9FT RECESSED
WALK OFF MAT,
CENTER IN VESTIBULE
RAMP, REFER TO HANGAR SLAB
DETAILS FOR MORE INFORMATION
M1A
A-505
E1 Sim
4'
4"
3'
/8
2'
8"
3'
2" 1'
5"
9'
6"
2'
3/
8"
24' - 0" 16' - 0" 33' - 4" 15' - 10" 2' - 2"
12' - 2" 10' - 6"
Q.7
5'
6"
A-507
A7
F1B
F1A
CONCRETE SLAB BELOW CHILLER
EQUIPMENT SLOPED TO WEST
DRAINS, SEE ENLARGED PLANS
FOR FURTHER INFORMATION
PARTITION LEGEND
GENERAL SHEET NOTES
FLOOR PLAN LEGEND & SHEET NOTES
A. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF
SHEATHING OR CONCRETE U.N.O.
B. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD
U.N.O.
C. ALL INTERIOR PARTITIONS SHALL BE AS TAGGED. SEE PARTITION
TYPE DETAILS FOR MORE INFORMATION.
D. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON
OVERALL FLOOR PLANS.
E. PROVIDE 5/8" CEMENTITIOUS BACKER UNITS IN LIEU OF TYPICAL GWB
AT ALL TILE AREAS INCLUDING, BUT NOT LIMITED TO:
A. BATHROOMS
B. SHOWER AREAS
F. PROVIDE 5/8" MOISTURE RESISTANT GWB ABOVE TILE IN WET AREAS,
AND IN LOCKER ROOMS.
G. EXTEND SMOKE BARRIER PARTITION WALLS TO BOTTOM OF UPPER
FLOOR STRUCTURE.
H. DISPLAY DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY.
REFER TO AV SHEETS FOR MORE INFORMATION.
I. ALL EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION
PURPOSES ONLY. ACTUAL EQUIPMENT TO BE SETUP AND
DETERMINED BY USERS.
I. FOR ALL HANGAR RAMPS, SEE A545-A549 FOR ADDITIONAL DETAILING
AND DIMENSIONS.
J. PER ADA CODE REQUIREMENTS ALL EXTERIOR DOOR SILLS,
THRESHOLDS SHALL NOT EXCEED 1/2" ELEVATION CHANGE TO
EXTERIOR SLAB. SEE CIVIL FOR FINE GRADING AROUND BUILDING
PERIMETER.
K. FOR GOVERNMENT FURNISHED EQUIPMENT (GFE) INFORMATION
REFER TO GFE SCHEDULE ON SHEET A-015
L. REFER TO A-401 FOR TOILET ACCESSORIES IDENTIFIED IN THESE
PLANS.
NON-RATED WALL SYSTEM
1-HOUR RATED WALL SYSTEM
SMOKE RATED WALL SYSTEM
CONCRETE MASONRY UNIT WALL SYSTEM
NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS
LEGEND:
GOVERNMENT FURNISHED EQUIPMENT
(PROVIDED AS INFORMATION ONLY)
FIRE EXTINGUISHERFE
FIRE EXTINGUISHER CABINETFEC
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
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BIM 360://3012011031_F22 CONSOLIDATED OPS MAINT HANGAR COMH/3012011031_COMH_A_R19.rvt
12/14/2021 1:50:52 PM
A101C
F
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S T
F L
O O
R P
L A
N
A R
E A
C
F Y
F
-2 F
O R
M A
L T
R A
IN
IN
G U
N
IT
F
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S
P
A P
K E
S P
A P
K E
S G
R O
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H E
-1
-2
READY TO ADVERTISE
C O
N S
O L
ID
A
T E
D O
P E
R A
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IO
N S
A N
D M
A
IN
T E
N A
N C
E H
A N
G A
R
C O
M H
N
KEY PLAN
SCALE: = 1'-0"
0 8 168
1/8"
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR PLAN - AREA C
A
M E
N D
M E
N T
D
E C
/1
/2
UP
STAIRS
S2
ELECTRICAL
OIL LAB
LOCKERS/
STORAGE
TOOL ROOM
BREAKROOM
ADMIN
CLASSROOM/BRIEF
PRIMARY
INSPECTION
AREA
VESTIBULE
MENS
RESTROOM
HAZMAT
STORAGE
WORK SPACE
MALE
RESTROOM
FEMALE
RESTROOM/
LOCKERS
JAN
ADMIN
COMM
VESTIBULE/ AIR
SHOWER
LOCKER ROOM
OFFICE
CORRIDOR
CORRIDOR
WOMENS
RESTROOM
A6
A-313
FEMALE
SHOWERS
MALE
SHOWERS
VESTIBULE
CORRIDOR
A
B
D
E
G
8762 3 4 5
C
F
152A
161A
159A 157A S2A
156A 155A
142A
142B
143A
144A
141A
162A
134A
114A
S2C
158A158B
153A
154A
136A
125A130A
S2D
160A
158C
151A
113A
150A
A8
A-313
/2
1'
6" M
A S
O N
R Y
6'
8" 4'
8"
6'
8"
8'
0"
4'
8"
6" M
A S
O N
R Y
6'
8" 3'
4"
6" M
A S
O N
R Y
6'
8" 3'
4"
6" M
A S
O N
R Y
6'
8"
3'
4"
1'
8"
14' - 8"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 10' - 0 3/8" 22' - 8" 12' - 8 5/8"
114' - 9"
0"
/4
5'
1/ 4"
7/
8" 8'
7"
1/
4" 9'
1/ 2"
/8
5'
1/ 4"
1'
7/
8"
1"
/2
59' - 5" 11' - 8 3/8" 21' - 11 1/2" 5' - 5 1/2"
10' - 9 5/8"
29' - 5 1/2" 7 1/2" 14' - 10 1/2" 9' - 1 1/2" 2' - 3 1/2" 16' - 3 1/2"
6' - 6"
6' - 10" 13' - 1 3/4"
10' - 2 1/4"
8'
1/
4" 9'
1"
7'
3/
4" 2'
1/ 4"
7'
7"
8'
0"
24' - 3 3/8" 16' - 10" 4' - 11" 11' - 8" 14' - 6" 1' - 6 3/8" 12' - 3 1/2" 16' - 2"
SEE A1/A101C
S E
E A
1/ A
1A
RETRACTABLE THERMAL CURTAIN,
25'H X 190'W ANCHORED TO SLAB.
60" X 84" CLEARANCE BOTH SIDES
WHEN RETRACTED.
WHEEL WASHER
GFGI (#11)
WHEEL WASHER
DEGREASER
GFGI (#10)
PARTS WASHER
GFGI (#8)
IMIS STATION
H A
Z L
O C
K E
R
G
G I(
#7
TIRE CAGE
GFGI (#9)
PENETRANT LINE 50'X8'
GFGI (#21)
MAG UNIT
GFGI (#20)
WORK BENCH
GFGI (#23)
POWER
CONVERTER
BOX
GFGI (#22)
HAZ SITE
GFGI (#19)
HAZ STORAGE
GFGI (#5)
TRENCH DRAIN, SEE PLUMBING AND
STRUCTURAL, TYP.
AIRCRAFT DIAGRAMMATIC LOCATION
FOR COORDINATION PURPOSE
EMERGENCY EYEWASH/SHOWER
STATION, SEE PLUMBING, TYP.
HOSE REEL -
SEE PLUMBING, TYP.
RECESSED
EMERGENCY
EYEWASH, SEE
PLUMBING, TYP.
(46) PERSONNEL
LOCKERS (TYPE
STW-1), TYP.
MOP SINK,
SEE PLUMBING TYP.
REF.
REF.
ABA COMPLIANT
WATER COOLER,
SEE PLUMBING
PASS
THROUGH
WINDOW
A-402
E1
A-402
A1
A-402
A4
A-402
E5
A-451
A5
A-461
B1
A-502
D1
WALL HUNG
ABA COMPLIANT
SINK, SEE
PLUMBING
MOBILE
STORAGE BIN,
GFGI (#17), TYP.
SPECIALITY EQUIPMENT,
GFGI, TYP., SHOWN FOR
COORDINATION
PURPOSES ONLY
JOAP UNITS
GFGI (#18)
AAAA
A
A
D.1
A-404
B1
A2
A-202
100A.2100A.3
CURTAIN TRACK ABOVE
ELEVATOR
EL01
CONTROL
ROOM
DISPLAY DEVICE
SEISMIC JOINT BETWEEN HANGAR AND
ADMIN BUILDING
TB, 72"W
FD
TB, 48"W
MB, 72"W
MB, 72"W
S2B
S2B
S2B
S2B
S2BF1B
F1B
S2B
S2B
F1B F1B
M3X
M2X
M2X
M0X
M1A
S2X
S2X
M0X
M1A
M0X
S2Z
S2Z
M0X
S2Z
S2Z S2Z
S2B
S2B
F1B
S2B
F0C
S1C S1C
S1CF0CF1B
S2B
S2B
S1C
S2B
FEC
FEC
FEC FEC
FEC
FE
FE
S2B
S1C
S1C
S1CS1C
S1C
F1B
S1C S1C
S1C
F1B
S2B
S1C
F1B
F1B
S2B
S2B
S2B
S2B
S2B
FEC
EDGE OF CONC. SIDEWALK.
REFER STRUCTURAL AND
CIVIL FOR ELEVATIONS AND
SLOPES.
A-505
E8
S2B
STEEL BOLLARD, REFER
A4/S-509 FOR CONNECTION
AND FOUNDATION DETAILS
DETECTABLE FLOOR
WARNING
EMERGENCY EYEWASH/
SHOWER STATION, SEE
PLUMBING, TYP.
FD
A-546
E1
USE TALL PRECAST WATER TABLE
AROUND HANGAR DOORS &
POCKETS. SEE A-550 FOR DETAILS.
FOR ENLARGED RESTROOM AND
LOCKER ROOMS, SEE SHEET A-401
TA-6
115A
S1C
F1BF1B
F1B
F0D
F0D
S0D S0D S0D S0D S0D S0D
S0DF0C
F0E
M1A
M1A
M1A
M1A
S2B
S2B
S2B
M1A
S1C
S1C
S1C
F1B
100A.3H
100A.2H
RAMP, REFER TO HANGAR SLAB
DETAILS FOR MORE INFORMATION
M1A M1A 1'
6"
3'
4"
4'
4"
FE
TELECOMM HANDHOLE.
REFER TELECOMM.
DRAWINGS FOR DETAILS
PARTITION LEGEND
GENERAL SHEET NOTES
FLOOR PLAN LEGEND & SHEET NOTES
A. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF
SHEATHING OR CONCRETE U.N.O.
B. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD
U.N.O.
C. ALL INTERIOR PARTITIONS SHALL BE AS TAGGED. SEE PARTITION
TYPE DETAILS FOR MORE INFORMATION.
D. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON
OVERALL FLOOR PLANS.
E. PROVIDE 5/8" CEMENTITIOUS BACKER UNITS IN LIEU OF TYPICAL GWB
AT ALL TILE AREAS INCLUDING, BUT NOT LIMITED TO:
A. BATHROOMS
B. SHOWER AREAS
F. PROVIDE 5/8" MOISTURE RESISTANT GWB ABOVE TILE IN WET AREAS,
AND IN LOCKER ROOMS.
G. EXTEND SMOKE BARRIER PARTITION WALLS TO BOTTOM OF UPPER
FLOOR STRUCTURE.
H. DISPLAY DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY.
REFER TO AV SHEETS FOR MORE INFORMATION.
I. ALL EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION
PURPOSES ONLY. ACTUAL EQUIPMENT TO BE SETUP AND
DETERMINED BY USERS.
I. FOR ALL HANGAR RAMPS, SEE A545-A549 FOR ADDITIONAL DETAILING
AND DIMENSIONS.
J. PER ADA CODE REQUIREMENTS ALL EXTERIOR DOOR SILLS,
THRESHOLDS SHALL NOT EXCEED 1/2" ELEVATION CHANGE TO
EXTERIOR SLAB. SEE CIVIL FOR FINE GRADING AROUND BUILDING
PERIMETER.
K. FOR GOVERNMENT FURNISHED EQUIPMENT (GFE) INFORMATION
REFER TO GFE SCHEDULE ON SHEET A-015
L. REFER TO A-401 FOR TOILET ACCESSORIES IDENTIFIED IN THESE
PLANS.
NON-RATED WALL SYSTEM
1-HOUR RATED WALL SYSTEM
SMOKE RATED WALL SYSTEM
CONCRETE MASONRY UNIT WALL SYSTEM
NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS
LEGEND:
GOVERNMENT FURNISHED EQUIPMENT
(PROVIDED AS INFORMATION ONLY)
FIRE EXTINGUISHERFE
FIRE EXTINGUISHER CABINETFEC
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
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D R
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BIM 360://3012011031_F22 CONSOLIDATED OPS MAINT HANGAR COMH/3012011031_COMH_A_R19.rvt
12/14/2021 1:51:00 PM
A101D
F
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S T
F L
O O
R P
L A
N
A R
E A
D
F Y
F
-2 F
O R
M A
L T
R A
IN
IN
G U
N
IT
F
T U
S
P
A P
K E
S P
A P
K E
S G
R O
E T
H E
-1
-2
READY TO ADVERTISE
C O
N S
O L
ID
A
T E
D O
P E
R A
T
IO
N S
A N
D M
A
IN
T E
N A
N C
E H
A N
G A
R
C O
M H
N
KEY PLAN
SCALE: = 1'-0"
0 8 168
1/8"
SCALE: 1/8" = 1'-0"
A1
FIRST FLOOR PLAN - AREA D
A
M E
N D
M E
N T
D
E C
/1
/2
DN
PARTITION LEGEND
GENERAL SHEET NOTES
FLOOR PLAN LEGEND & SHEET NOTES
A. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF
SHEATHING OR CONCRETE U.N.O.
B. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD
U.N.O.
C. ALL INTERIOR PARTITIONS SHALL BE AS TAGGED. SEE PARTITION
TYPE DETAILS FOR MORE INFORMATION.
D. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON
OVERALL FLOOR PLANS.
E. PROVIDE 5/8" CEMENTITIOUS BACKER UNITS IN LIEU OF TYPICAL GWB
AT ALL TILE AREAS INCLUDING, BUT NOT LIMITED TO:
A. BATHROOMS
B. SHOWER AREAS
F. PROVIDE 5/8" MOISTURE RESISTANT GWB ABOVE TILE IN WET AREAS,
AND IN LOCKER ROOMS.
G. EXTEND SMOKE BARRIER PARTITION WALLS TO BOTTOM OF UPPER
FLOOR STRUCTURE.
H. DISPLAY DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY.
REFER TO AV SHEETS FOR MORE INFORMATION.
I. ALL EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION
PURPOSES ONLY. ACTUAL EQUIPMENT TO BE SETUP AND
DETERMINED BY USERS.
I. FOR ALL HANGAR RAMPS, SEE A545-A549 FOR ADDITIONAL DETAILING
AND DIMENSIONS.
J. PER ADA CODE REQUIREMENTS ALL EXTERIOR DOOR SILLS,
THRESHOLDS SHALL NOT EXCEED 1/2" ELEVATION CHANGE TO
EXTERIOR SLAB. SEE CIVIL FOR FINE GRADING AROUND BUILDING
PERIMETER.
K. FOR GOVERNMENT FURNISHED EQUIPMENT (GFE) INFORMATION
REFER TO GFE SCHEDULE ON SHEET A-015
L. REFER TO A-401 FOR TOILET ACCESSORIES IDENTIFIED IN THESE
PLANS.
NON-RATED WALL SYSTEM
1-HOUR RATED WALL SYSTEM
SMOKE RATED WALL SYSTEM
CONCRETE MASONRY UNIT WALL SYSTEM
NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS
LEGEND:
GOVERNMENT FURNISHED EQUIPMENT
(PROVIDED AS INFORMATION ONLY)
FIRE EXTINGUISHERFE
FIRE EXTINGUISHER CABINETFEC
APO BRIEFING
APO
CONFERENCE
GSSO
SECURITY
OFFICE
GSSO SUPER
APO PM
FLIGHT
COMMANDER'S
OFFICE
BREAK
OPS
MECH
STAIRS
S1
APO BRIEFING
244MALE
RESTROOM
/LOCKER
HERITAGE/BREAK
FEMALE
RESTROOM
/LOCKER
W/C
W/C
ELECT
CONFERENCE
ROOM
ASST. DIR. OF
OPERATIONS
STORAGE
ADMIN
APO MAN TRAP
ISSO SUPER
ISSO OFFICE
MX/LOGISTICS
STOR
JAN
VEST.
VEST.
A5
A-301
A6
A-312
APO
CONFERENCE
ROOM
CORRIDOR
A1
A-312
A4
A-312
A8
A-312
A1
A-313
A4
A-313
Q
R
H
K
M
8761 2 3 4 5
J
P
L
N
232B
239A
243A
220A
232A
231A
229A
228A
238A237A
236A
241A
240A
242A
246A
244A
248A249A
219A
226A
218A
224A
227A
225A
221A
230A
222A
251A
A7
A-301
0" 2'
8"
8'
0" 2'
8"
8'
0" 2'
8"
M A
S O
N R
Y
6" M
A S
O N
R Y
6'
8" 4'
8"
6" M
A S
O N
R Y
6'
8"
2' - 8" 8' - 0"
2' - 8" 8' - 0" 2' - 8" 8' - 0" 2' - 8"
0"
1/ 8"
8'
5/
8"
/4
4'
1/ 8"
24' - 0" 3' - 0" 8' - 7 3/4"
35' - 7 3/4" 3' - 0 7/8" 20' - 2 3/8"
12' - 3 3/4" 6' - 6" 6' - 0 5/8" 4' - 3" 5' - 10" 10' - 3" 12' - 6" 12' - 3" 6' - 5" 21' - 0"
0"
6'
1/
8"
/8
7'
3/ 8"
7'
/4
10' - 7 5/8" 13' - 0 1/8" 6' - 6" 6' - 8 1/2" 31' - 10 1/2"
15' - 7 3/4" 8' - 0" 6' - 6" 12' - 6 5/8" 11' - 1 3/8" 10' - 4 3/4"
6'
1/
2"
7'
7/ 8"
/8
/8
5'
1/
2"
10' - 1 1/8" 5' - 9" 5' - 7" 5' - 9" 6' - 5"
SEE A1/A102D
S E
E A
1/ A
2B
OPEN
CURTAIN TRACK
APO ELEC
REF. REF.
REF.
MOP SINK, SEE
PLUMBING, TYP.
A-403
C1
A-403
C5
A-403
E8
A-403
C8
A-451
D1
ABA WATER
COOLER,
SEE
PLUMBING
PERSONNEL
LOCKERS, TYP.
A-403
A1
B
B
B
D
D
D
D
B B B.1 B.1
J.4
D1
A-203
CASEWORK,
TYP.
CASEWORK,
TYP.
CASEWORK,
TYP.
DISPLAY
DEVICE
DISPLAY
DEVICES
CEILING RECESSED
MOTORIZED PROJECTION
SCREEN
TB, 72"W
FEC
FEC
FEC
FEC
A4A
A4A
A4A
A3A
A3A
A1B
A1B
A1B
A4A
A4A
A4A
A3A
A3A
F1BA3D
A3A
A3A
A3A
A3A
A3A
A3A
A3AA3A
A3A
A3A
A4A
A4A
A1B
A3B
A3C
A3C
A3C
A3C
S0DS2Z
S2Z
S0D
S1C
S1C
A3B
A3B
S2B
S2B
S2B A3A S2B
S2B
M2B
M2XF1A
M2X
F1B
F1B
F1B
S2B
S2B
S2B
S2B
S2B
F1B
S2B
S2B
F1B S2B
S2Z
S2Z
A3A
S2B S2B
FLOOR MOUNTED
THEATER SEATING AS-1.
SEE I-601
S1B
VM
VM
A-506
E1
A-506
E3
DISPLAY DEVICES
2' - 8"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 7' - 10 7/8" 3' - 4 1/8" 20' - 6" 11 3/8"
8' - 2 5/8" 4' - 5 3/8"
12' - 1" 10' - 7 1/2" 10' - 8" 7' - 5" 21' - 7 5/8"
CORRIDOR
CORRIDOR
211A
211A
6'
8"
F1B
M2X
S2B
S2B
S0DS1C
S1C
S0DS0D
S0D
S0DF0D
F0E
F0C
F0D
S1C F1BF1BF1B
S2B
S1D
S0DS0D
S1CF0C
F0E
F0DF0D
C2
A-213
C4
A-213
BACKUP PARTITION TO SPANDREL GLAZING
SHALL BE FLOOR CONSTRUCTED. OUTWARD
FACING SIDE SHALL BE TAPED AND FLOATED
AND TILTED IN PLACE, AND SET AGAINST
MASONRY WALL WITH (3) BEADS CONTINUOUS
AROUND PERIMETER OF ACOUSTICAL SEALANT
AND TOP AND BOTTOM TRACKS. ALL VOIDS
SHALL BE FILLED WITH SAME CAULK. SPANDREL
GLAZING SHALL BE SET FROM OUTSIDE.
12' - 3" 4' - 2"
E Q
E Q
E Q
E Q
C
LR
1'
7"
M0X
M0X
CLR
3' - 8"
FOR ACOUSTICAL
REQUIREMENTS IN SECURED
SPACES SEE A-008, TYP.
MB, 60"W
MB, 60"W
MB, 96"W
MB, 96"W
Q.7
DISPLAY
DEVICES
DISPLAY
DEVICES
D
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
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IG
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D B
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S U
B M
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C H
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K E
D B
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A N
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BIM 360://3012011031_F22 CONSOLIDATED OPS MAINT HANGAR COMH/3012011031_COMH_A_R19.rvt
12/14/2021 1:51:07 PM
A102C
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READY TO ADVERTISE
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A N
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A
IN
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N A
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A N
G A
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M H
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KEY PLAN
SCALE: = 1'-0"
0 8 168
1/8"
SCALE: 1/8" = 1'-0"
A1
SECOND FLOOR PLAN - AREA C
A
M E
N D
M E
N T
D
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/1
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1 1
1 1
DN
PARTITION LEGEND
GENERAL SHEET NOTES
FLOOR PLAN LEGEND & SHEET NOTES
A. ALL EXTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF
SHEATHING OR CONCRETE U.N.O.
B. ALL INTERIOR WALLS TO BE DIMENSIONED TO THE FACE OF STUD
U.N.O.
C. ALL INTERIOR PARTITIONS SHALL BE AS TAGGED. SEE PARTITION
TYPE DETAILS FOR MORE INFORMATION.
D. SEE ENLARGED PLANS FOR PARTITION TAGS NOT IDENTIFIED ON
OVERALL FLOOR PLANS.
E. PROVIDE 5/8" CEMENTITIOUS BACKER UNITS IN LIEU OF TYPICAL GWB
AT ALL TILE AREAS INCLUDING, BUT NOT LIMITED TO:
A. BATHROOMS
B. SHOWER AREAS
F. PROVIDE 5/8" MOISTURE RESISTANT GWB ABOVE TILE IN WET AREAS,
AND IN LOCKER ROOMS.
G. EXTEND SMOKE BARRIER PARTITION WALLS TO BOTTOM OF UPPER
FLOOR STRUCTURE.
H. DISPLAY DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY.
REFER TO AV SHEETS FOR MORE INFORMATION.
I. ALL EQUIPMENT SHOWN FOR REFERENCE AND COORDINATION
PURPOSES ONLY. ACTUAL EQUIPMENT TO BE SETUP AND
DETERMINED BY USERS.
I. FOR ALL HANGAR RAMPS, SEE A545-A549 FOR ADDITIONAL DETAILING
AND DIMENSIONS.
J. PER ADA CODE REQUIREMENTS ALL EXTERIOR DOOR SILLS,
THRESHOLDS SHALL NOT EXCEED 1/2" ELEVATION CHANGE TO
EXTERIOR SLAB. SEE CIVIL FOR FINE GRADING AROUND BUILDING
PERIMETER.
K. FOR GOVERNMENT FURNISHED EQUIPMENT (GFE) INFORMATION
REFER TO GFE SCHEDULE ON SHEET A-015
L. REFER TO A-401 FOR TOILET ACCESSORIES IDENTIFIED IN THESE
PLANS.
NON-RATED WALL SYSTEM
1-HOUR RATED WALL SYSTEM
SMOKE RATED WALL SYSTEM
CONCRETE MASONRY UNIT WALL SYSTEM
NOTE: REFER TO PARTITION TAGS ON PLANS AND PARTITION TYPE DETAILS
LEGEND:
GOVERNMENT FURNISHED EQUIPMENT
(PROVIDED AS INFORMATION ONLY)
FIRE EXTINGUISHERFE
FIRE EXTINGUISHER CABINETFEC
STAIRS
S2
CONFERENCE
201A
APO STORAGE
/JAN
AMXS PLANS &
SCHED.
149TH S.ENL
CONFERENCE/
BRIEFING
149TH DO
1/192 AMXS
CHIEFS
1/192 AMXS
CONFERENCE
ROOM
1/192 AMXS 1ST
SGT
1/192 AMXS CC
1/192 OFFICE
1/192 AMXS
WORK ROOM
149TH DSG
1/192 AMXS CSS
VESTIBULE
COMM
1/192 AMXS
NURSING/
LACTATION
ROOM
A6
A-313
CORRIDOR
CORRIDOR
CORRIDOR
A
B
D
E
G
8762 3 4 5
C
F
205B205A
210A
248A249A
250A
217A
216A
215A
214A
213A
212A
206A 207A
254A
253A
247A
S2B
202A
252A
251A
A8
A-313
12' - 6 5/8" 11' - 1 3/8" 10' - 4 3/4"
0" 14' - 8"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 9' - 4"
6" MASONRY
6' - 8" 10' - 0 3/8"
0" 1'
6" M
A S
O N
R Y
6'
8" 4'
8"
6" M
A S
O N
R Y
6'
8"
6" M
A S
O N
R Y
6'
8" 3'
4"
6" M
A S
O N
R Y
6'
8" 3'
4"
6" M
A S
O N
R Y
6'
8" 3'
4"
22' - 11 3/4" 6' - 6" 23' - 3 5/8" 19' - 11" 12' - 4" 12' - 0 3/8" 5' - 5" 5' - 3"
204A
/2
7'
1"
6'
1/ 2"
/2
/8
9'
1/
8" 1'
7/ 8"
15' - 7 3/4" 8' - 0" 6' - 6" 23' - 8 3/8"
26' - 1 3/4"
1' - 3"
6' - 5 5/8"
21' - 0"
23' - 7 3/4" 6' - 6" 11' - 10" 11' - 10 3/8" 33' - 10 3/4" 20' - 7 5/8" 11 5/8"
/8
3/ 4"
3'
5/
8" 7'
5/ 8"
6'
2"
10' - 1 1/8" 5' - 9" 5' - 7" 5' - 9" 6' - 5"
S E
E A
1/ A
2A
APO SERVER
ROOM
RETRACTABLE THERMAL CURTAIN,
25'H X 190'W ANCHORED TO SLAB.
60" X 84" CLEARANCE BOTH SIDES
WHEN RETRACTED.
CURTAIN TRACK
6" RAISED PLATFORM
A-403
A5
A-451
D5
A-461
E1
A1
A-302
1'
6"
OPEN
BBBB
B
B
B
B
B
B
D.1
ELEVATOR
EL01
A2
A-202
CASEWORK
CEILING RECESSED MOTORIZED
PROJECTION SCREEN
CEILING RECESSED
MOTORIZED PROJECTION
SCREEN
MB, 72"W
MB, 72"WDISPLAY
DEVICE
DISPLAY
DEVICE
DISPLAY
DEVICE
MB, 72"W
MB
CASEWORK
24' - 9 1/2" 12' - 8 5/8"
FEC
FEC
FEC
FECA3C
A4Z
A3C A3C
A4A
A4A
S2Z
A3A
A3A
A4A
A3A
A3A
A4A
A4A
A4A
A4A
S2BS2B
S2B
S2B
S2B
S2B
S2B
S2Z
S2B S2B
S2B
F1B
S2B
S2B
F1B
S2B
S2B
S2B
S2B
F1B
F1B
S2B
F1B
S2B
S2B
F1B
M3X
M1A
M1A
M2X
M0X
M0X
S2B
S2B
S2Z
S2Z F1B
FIXED THEATER SEATING
A-506
A6
A-506
A3
A-403
A3
A-402
A7
205C
F1B
M0X
M0X
A1B
F1B
FOR ACOUSTICAL
REQUIREMENTS IN SECURED
SPACES SEE A-008, TYP.
8'
9" 2'
4"
6'
6"
201B
MECHANICAL
201B
S3Z 201A
DISPLAY
DEVICE
MB, 96"W MB, 96"W
F2B
F1B
M2D
M3X
M2A
M1A
M1A
S2Z
5'
0"
FEC
A4A
A4A
A4A
S3Z
B9
I-602
US Army Corps of Engineers ®
SHEET ID
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BIM 360://3012011031_F22 CONSOLIDATED OPS MAINT HANGAR COMH/3012011031_COMH_A_R19.rvt
12/14/2021 1:51:13 PM
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F
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READY TO ADVERTISE
C O
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ID
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D O
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N S
A N
D M
A
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N A
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E H
A N
G A
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C O
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KEY PLAN
SCALE: = 1'-0"
0 8 168
1/8"
SCALE: 1/8" = 1'-0"
A1
SECOND FLOOR PLAN - AREA D
A
M E
N D
M E
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/1
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1 1
OS OS
OSOSOS
OS
OS
OS OSOS
OS
OS
OS
OS
OS
OS
OS
OSOS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS
OS OS
OS OS
OS OS
DL
DL
OS
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S
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C
L O
C
S
S
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C
S
C
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C
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C
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A5
A-301
A6
A-312 A1
A-312
A4
A-312
A8
A-312
A1
A-313
A4
A-313
Q
R
H
K
M
8761 2 3 4 5
J
P
L
N
A7
A-301
APO BRIEFING
APO
CONFERENCE
GSSO
SECURITY
OFFICE
GSSO SUPER
APO PM
237FLIGHT
COMMANDER'S
OFFICE
BREAK
OPS
MECH
STAIRS
S1
APO BRIEFING
MALE
RESTROOM
/LOCKER
HERITAGE/BREAK
FEMALE
RESTROOM
/LOCKER
W/C
W/C
ELECT
CORRIDOR
CONFERENCE
ROOM
ASST. DIR. OF
OPERATIONS
STORAGE
ADMIN
APO MAN TRAP
ISSO SUPER
ISSO OFFICE
MX/LOGISTICS
STOR
JAN
VEST.
VEST.
APO
CONFERENCE
ROOM
APO ELEC
S E
E A
1/ A
2B
SEE A1/A132D
OPEN TRUSSES ABOVE
J.4
C8
A-511
FALL PROTECTION BEAM
ABOVE - SEE STRUCTURAL
STANCHION MOUNTED
DIRECTIONAL STRATIFICATION
AIR FAN, TYP.
INSULATED METAL PANEL SOFFIT.
B.O. SOFFIT = 124' - 5 1/2" REFER
A-504 FOR DETAILS.
CEILING RECESSED
MOTORIZED
PROJECTION SCREEN
CEILING MOUNTED
PROJECTOR
BIRD NETTING
HORIZONTAL BIRD NETTING
AT THE BOTTOM OF
STRUCTURAL TRUSSES.
PROVIDE ACCESS THRU
BIRD NETTING FOR
EQUIPMENT MAINTENANCE
F5
A-511
F8
A-511
F5
A-511
ACT-1 16'-10"
ACT-1 9'-6"
GWB 8'-0"
Q.7
CEILING MOUNTED
DISPLAY DEVICES
ACT-1 10'-0"
FIXTURE LEGEND
CEILING PLAN LEGEND & SHEET NOTES
2' x 4' FLUORESCENT LIGHT FIXTURE
2' x 4' EMERGENCY FLUORESCENT LIGHT FIXTURE
1' x 4' FLUORESCENT LIGHT FIXTURE
1' x 4' EMERGENCY FLUORESCENT LIGHT FIXTURE
2' x 2' FLUORESCENT LIGHT FIXTURE
2' x 2' EMERGENCY FLUORESCENT LIGHT FIXTURE
1' x 4' PENDANT LIGHT FIXTURE
DOWNLIGHT RECESSED CAN LIGHT FIXTURE
DOWNLIGHT EMERGENCY RECESSED CAN LIGHT FIXTURE
WALL MOUNTED EXIT SIGN
CEILING MOUNTED EXIT SIGN
2' x 2' SUPPLY AIR DIFFUSER
2' x 2' RETURN AIR GRILLE
CEILING TYPES LEGEND
2' x 2' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM
5/8" WATER-RESISTANT GWB ON METAL FRAMING
EXPOSED CEILING
GENERAL SHEET NOTES
1.…
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