Am-0005_W9128F21R0079_VOL1_Drawings.pdf
PDF 8 MB Posted
- Solicitation number
- W9128F21R0079
About this file
This document outlines requirements for a construction project. The project involves building a new Formal Training Unit/Aircraft Maintenance Unit facility at Ellsworth Air Force Base in South Dakota to support the B-21 program. The approximately 44,487 square foot secure aircraft maintenance facility, 43,776 square foot secure squadron operations facility, and 5,000 square foot non-secure flight kitchen will include associated site work, demolition, utilities and infrastructure. Optional requirements include furniture, intrusion detection systems, access control systems, and closed-circuit television systems. Facilities must be designed and constructed according to DoD and Air Force standards and the Unified Facilities Criteria, and incorporate sustainable practices where cost-effective. The project will also comply with DoD antiterrorism and force protection requirements. Responses to the solicitation are due under number W9128F21R0079.
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MECH
COMM
ELEC
FTU
FFE=3231.00
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 X X X
X X
X X
X X X X
X
X
X
X
X
X
XXXXX
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
.528
.05
VAN
B7273
BERGSTROM DR
B7274
DS
DS DS
X XX
8'
.7
78'
10'
8'
10'
.8
10' 8'45'20'
9.
5'
10'
.1
.5
.5
R20'
R20'
R15
R
R
0'
R20
R30' R18'
N:675103.83 E:1243958.27
N:675427.33 E:1243686.67N:675486.25
E:1243637.22
N:675303.71 E:1243300.57
N:675267.09 E:1243238.99
N:674769.55 E:1243573.61
N:674819.47 E:1243587.91
N:674907.77 E:1243595.87
N:674933.94 E:1243574.02
N:675007.44 E:1243486.44
N:675237.88 E:1243294.11
N:675220.78 E:1243273.57
N:675189.93 E:1243578.28 N:675130.24
E:1243628.11
N:675201.69 E:1243469.54
N:675053.68 E:1243593.08
R
8'R
0'
R8
R50
R18'
R40.3'
R1.7'
R2
N:674958.77 E:1243900.93
N:675077.36 E:1243952.43
N:675416.69 E:1243669.20
N:675383.37 E:1243613.65
N:675036.35 E:1243903.30
N:675134.66 E:1243525.49
N:675103.36 E:1243459.78
.6'
10.2' 14 .6
TYP.
TYP.
N:674817.50 E:1243741.39
R15'
9'
9'
R50'
R50'
R30 'R12'
8'
15.6'
.7
US Army Corps of Engineers ®
SHEET ID
U S
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ADVERTISEMENT - 100% DESIGN
FTU
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A1
SITE PLAN
PLAN NORTH
M A
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H L
IN
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E E
S H
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T C
S F
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C O
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IN
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TYP.
TYP.
TYP.
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. COORDINATES FOR THE BUILDING ARE LOCATED AT THE
OUTSIDE FACE OF WALL. COORDINATE BUILDING LAYOUT
WITH THE ARCHITECTURAL PLANS.
EXISTING PARKING B7274
NORTH LOT 125 POV SPACES
EAST LOT 105 POV SPACES
ACCESSIBLE PARKING 5 SPACES
FTU PARKING (195 FTE) 137 POV SPACES @ 70%
FTU PARKING (111 STUDENTS) 67 POV SPACES @ 60%
ACCESSIBLE PARKING 8 SPACES
TOTAL POV REQ/PROVIDED 434/434 POV SPACES
ONSITE 350 SPACES
OFFSITE BID OPTION 84 SPACES
TOTAL ACCESSIBLE PARKING
REQ/PROVIDED 8/8 SPACES
(CALCULATION PER ONSITE PARKING)
GOV FLIGHT KITCHEN PARKING 13 SPACES
CTK PARKING 18 SPACES
GOV CTK PARKING 4 SPACES
6 6
6 440
7 8 TYP.
1. SITE BITUMINOUS PAVEMENT AND BASE - DETAIL
E1/C-501
2. PORTLAND CEMENT CONCRETE PAVEMENT AND BASE -
DETAIL G1/C-501
4. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE B-
DETAIL D6/C-502
5. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE BL-
DETAIL D6/C-502
6. CONCRETE SIDEWALK - DETAIL F6/C-501
7. 4" PAINTED WHITE STRIPE
8. PAINTED UNIVERSAL ACCESSIBLE SYMBOL - DETAIL
A4/C-501
9. ACCESSIBLE PARKING MARKING AND SIGN - DETAIL
A1/C-501
10. 10" WHITE STOP BAR - DETAIL B8/C-501
11. R1-1 STOP SIGN AND POST - DETAIL B4/C-501
14. 33' UNOBSTRUCTED SPACE
17. DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLAN
18. ACCESSIBLE RAMP - DETAIL D3/C-502
21. SITE HEAVY DUTY BITUMINOUS PAVEMENT AND BASE -
DETAIL G4/C-501
22. RIVER ROCK AND TRENCH DRAIN BORDER - DETAIL
F9/C-501
23. CONCRETE STOOP - SEE STRUCTURAL PLAN
24. CONCRETE WHEEL STOP - DETAIL A6/C-501
32. AIRFIELD SECURITY FENCE FE-7 - DETAIL A1/C-510
34. LOADING ZONE - DETAIL C10/C-501
38. CONCRETE CURB AND GUTTER MATCH EXISTING WIDTH
AND PROFILE
40. 30" CONCRETE CURB AND GUTTER MODIFIED ROLL
CURB- DETAIL D6/C-502 STARTS AT CURB TAPER
43. CONCRETE FLUME - SEE GRADING
45. BOLLARD - DETAIL D1/C-502
47. STRIPED ISLAND - DETAIL C8/C-501
51. MOTORIZED CANTILEVER SLIDING SECURITY GATE
DETAIL A1/C-511 - SEE ELECTRICAL
53. 6' CURB TAPER - DETAIL E9/C-501
56. MECHANICAL EQUIPMENT - SEE MECHANICAL
58. 30" CONCRETE RIBBON CURB - DETAIL D9/C-501
60. DO NOT ENTER (R5-1) SIGN AND SIGN POST
61. 5" SINGLE SOLID WHITE ROAD MARKING
65. THICKENED EDGE EXPANSION JOINT AT
STRUCTURE/BLDG - DETAIL F3/C-505
67. CONCRETE SIDEWALK RAMP TO STOOP
69. BUILDING BOLLARD - SEE STRUCTURAL PLAN
70. 5' X 10' INDUCTION LOOP DETECTOR. SAWCUT AND
SEAL IN PAVEMENT PER MANUFACTURERS
RECOMMENDATION
38 38 38
SCALE: 1" = 30' 0 30' 60'
TYP.
23 23
23 23
SHEET KEYNOTES
GENERAL SHEET NOTES
PARKING ANALYSIS
TYP.
69 TYP.
D . E
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ADJACENT HANGAR LEGEND
COORDINATE WITH GC102 FOR REQUIREMENTS
AM
-0
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XXXXXXX
X
X
X X
X X
X X
X
X X
XX
24 24
23 44 44
7 4
DS
DS
X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X
X
VA
N
BERGSTROM DR
B7520
X
36.7' 6'
18.5' 26' 18.5' 18.5' 26' 18.5' 18.5' 26' 20'
.5
R14 .5'
36.7'
R30'
R25'
R8
R3.5'
R 15'
R13'
R 30'
R15
R30'
R25'
10' X 20' SPACES
' X
0'
S
PA
C
ES
' X
0'
S
PA
C
ES
' X
0'
S
PA
C
ES
' X
0'
S
PA
C
ES
20' 26' 20'
11.2'
N:674667.08 E:1244320.71
N:674741.94 E:1244257.73
N:675032.65 E:1244011.56
N:674582.63 E:1243739.45
N:674675.85 E:1243661.65
N:674710.29 E:1243664.75
N:674792.06 E:1243762.72
N:674606.70 E:1243900.15
N:674622.78 E:1243988.78
N:674657.53 E:1243959.59
N:674567.85 E:1244036.03
N:674647.96 E:1244274.36
N:674648.63 E:1244254.40
R30'
N:675008.27 E:1244002.90
N:674749.59 E:1244024.73
N:674712.10 E:1243979.82
N:674651.94 E:1244162.50
N:674684.97 E:1244106.84
N:674682.67 E:1244176.91
N:674723.12 E:1244026.62
N:674561.59 E:1244054.25
N:674690.75 E:1243688.93
N:674717.32 E:1243673.17
N:674719.62 E:1243691.54
.5
N:674705.03 E:1244001.89
N:674951.80 E:1243969.70
N:674960.31 E:1243983.02
30'
6'6'
5'5'
5' 5.
5'
5.
5'
5'
R3'
R2'
R10'
R10
R100'
R3'
10'
9' 9'
9' 9'
9'
TY
P.
TYP.
TYP.
9'
TY
P.
TY
P.
TY
P.
R50'
R50'
N:674672.27 E:1243655.25
8'
US Army Corps of Engineers ®
SHEET ID
U S
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D R
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FTU
AM
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2:
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SU
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F
O R
P R
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IN
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/2
A1
SITE PLAN
PLAN NORTH
M A
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H L
IN
E
S
E E
S H
E E
T C
S F
O R
C O
N T
IN
U
A T
IO
N
TYP.
1. SITE BITUMINOUS PAVEMENT AND BASE - DETAIL
E1/C-501
2. PORTLAND CEMENT CONCRETE PAVEMENT AND BASE
- DETAIL G1/C-501
3. ROAD BITUMINOUS PAVEMENT AND BASE - DETAIL
E4/C-501
4. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE B-
DETAIL D6/C-502
5. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE BL-
DETAIL D6/C-502
6. CONCRETE SIDEWALK - DETAIL F6/C-501
7. 4" PAINTED WHITE STRIPE
8. PAINTED UNIVERSAL ACCESSIBLE SYMBOL - DETAIL
A4/C-501
9. ACCESSIBLE PARKING MARKING AND SIGN - DETAIL
A1/C-501
13. 4" DOUBLE SOLID YELLOW ROAD MARKING - A8/C-501
14. 33' UNOBSTRUCTED SPACE
18. ACCESSIBLE RAMP - DETAIL D3/C-502
21. SITE HEAVY DUTY BITUMINOUS PAVEMENT AND BASE -
DETAIL G4/C-501
22. RIVER ROCK AND TRENCH DRAIN BORDER - DETAIL
F9/C-501
24. CONCRETE WHEEL STOP - DETAIL A6/C-501
30. 5' CHAIN LINK FENCE
32. AIRFIELD SECURITY FENCE FE-7 - DETAIL A1/C-510
38. CONCRETE CURB AND GUTTER MATCH EXISTING
WIDTH AND PROFILE
43. CONCRETE FLUME - SEE GRADING
45. BOLLARD - DETAIL D1/C-502
47. STRIPED ISLAND - DETAIL C8/C-501
53. 6' CURB TAPER - DETAIL E9/C-501
58. 30" CONCRETE RIBBON CURB - DETAIL D9/C-501
62. BICYCLE RACK - DETAIL A8/C-502
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. COORDINATES FOR THE BUILDING ARE LOCATED AT
THE OUTSIDE FACE OF WALL. COORDINATE BUILDING
LAYOUT WITH THE ARCHITECTURAL PLANS.
TYP. 7 443
TYP. TYP.
8 TYP.
9 24
EXISTING PARKING B7274
NORTH LOT 125 POV SPACES
EAST LOT 105 POV SPACES
ACCESSIBLE PARKING 5 SPACES
FTU PARKING (195 FTE) 137 POV SPACES @ 70%
FTU PARKING (111 STUDENTS) 67 POV SPACES @ 60%
ACCESSIBLE PARKING 8 SPACES
TOTAL POV REQ/PROVIDED 434/434 POV SPACES
ONSITE 350 SPACES
OFFSITE BID OPTION 84 SPACES
TOTAL ACCESSIBLE PARKING
REQ/PROVIDED 8/8 SPACES
(CALCULATION PER ONSITE PARKING)
GOV FLIGHT KITCHEN PARKING 13 SPACES
CTK PARKING 18 SPACES
GOV CTK PARKING 4 SPACES
SCALE: 1" = 30' 0 30' 60'
TYP.24
9 TYP.
EX
. C
O N
C R
ET
E
SHEET KEYNOTES
GENERAL SHEET NOTES
PARKING ANALYSIS
D . E
LL
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G E
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ADJACENT HANGAR LEGEND
COORDINATE WITH GC102 FOR REQUIREMENTS
5 5
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US Army Corps of Engineers ®
SHEET ID
U S
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2 - 4" WIDE SOLID YELLOW LINES
WITH 4" GAP
10" PAINTED WHITE STOP BAR
6' OR VARIES (SEE SITE LAYOUT PLAN)
1/2" EXPANSION JOINT BETWEEN WALK AND PAVING OR
ADJACENT STRUCTURE AND AT ALL CONSTRUCTION
JOINTS
4" THICK 4,000 PSI @ 28 DAYS
FINISHED
GRADE
6'
CURB AND
GUTTER
6"
TAPER
4" CRUSHED
AGGREGRATE (ABC)
NOTES:
1.) ALL CONTROL JOINTS SHALL BE HAND TOOLED AND
NOT SAW-CUT
2.) MAXIMUM CROSS SLOPE IS 1
4 " PER 1-FT
ABC-SEPARATION LAYER8"
10"
24" COMPACTED SUBGRADE PER
SPECIFICATION 31 00 00
EXPANSION JOINTS @ 50' MAX. SPACING
AND AT JUNCTIONS WITH OTHER
STRUCTURES AND RIGID PAVING.
EXPANSION JOINT
CONTRACTION JOINT SHALL DIVIDE
SIDEWALK INTO SQUARE PANELS. SPACING
OF CONTRACTION JOINTS SHALL EQUAL
THE WIDTH OF THE SIDEWALK.
CONTRACTION JOINT
NOTE: NOTE:
1/4" RADIUS
FINISH
1/8"
1"
1/2"
PREMOLDED JOINT FILLER
EXTENDING TO BOTTOM
SURFACE OF CONCRETE.
D6 SIDEWALK JOINT DETAILS
SCALE: N.T.S.
SCALE: N.T.S.
F6 CONCRETE SIDEWALK
SCALE: N.T.S.
SCALE: N.T.S.B8 STOP BAR
SCALE: N.T.S.A8 CENTER LINE
G1 PCC PAVEMENT
SCALE: N.T.S.
ABC-SEPARATION LAYER
3"
8"
2"
PRIME COAT
TACK COAT
HMA SURFACE (TWO LAYERS)
G4 SITE HEAVY DUTY BITUMINOUS PAVEMENT
SCALE: N.T.S.
ABC-SEPARATION LAYER
2"
6"
2"
TACK COAT
HMA SURFACE (TWO LAYERS)
E1 SITE BITUMINOUS PAVEMENT
SCALE: N.T.S.
ABC-SEPARATION LAYER
4"
12"
2"
2-2" LIFT
ASPHALT
BASE
COURSE
TACK COAT
HMA SURFACE (TWO LAYERS)
SCALE: N.T.S.E4 ROAD BITUMINOUS PAVEMENT
PCC PAVEMENT
DE
PT
H
VA
RI
ES
-S
EE
GR
AD
IN
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PL
AN
2'6' TYP
1"-3" RIVER ROCK
4" DEEP
PERIMETER BLACK
METAL EDGER
FINISH GRADE
SUBDRAIN FILTER MATERIAL
6" PERFORATED DRAIN WITH SOCK
@ 1.0% MINIMUM SLOPE
CONNECT TO STORM
SEWER - SEE PLAN
IMPERVIOUS 30 MIL HDPE GEOMEMBRANE INSTALL
IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS. PROVIDE ALL WATER TIGHT SEAMS.
CLAMP LINER TO PIPE AT PIPE PENETRATIONS.
SCALE: N.T.S.F9 PERIMETER TRENCH DRAIN DETAIL
8' TYP. SEE PLAN FOR
DIMENSIONS
LOADING ZONE
C10
LOADING ZONE
MARKING
SCALE: N.T.S.
4" WIDE WHITE
STRIPING @ 45°
(TYP)
C8
STRIPED ISLAND
MARKING
SCALE: N.T.S.
4" WIDE WHITE
STRIPING @ 45°
(TYP)
8"
30" (UNLESS NOTED)
12" CHAMBER(TYP.)
PAVEMENTGRASS OR
PAVEMENT SLOPE
SCALE: N.T.S.
E9 6' CURB TAPER DETAIL
D9 RIBBON CURB DETAIL
PRIME COAT
PRIME COAT
24" COMPACTED SUBGRADE PER
SPECIFICATION 31 00 00
24" COMPACTED SUBGRADE PER
SPECIFICATION 31 00 00
24" COMPACTED SUBGRADE PER
SPECIFICATION 31 00 00
24" COMPACTED SUBGRADE PER
SPECIFICATION 31 00 00
STOP
COLORS:
LEGEND — WHITE (RETROREFLECTIVE)
BACKGROUND— RED (RETROREFLECTIVE)
F* F*
B
D
C
E
C
A
A
A B C D E F
30 .75 10 10 C 5 12.5 36 .875 12 12 C 6 15 48 1.25 16 16 C 8 20
18 .375 6 6 C 3 7.75 24 .625 8 8 C 4 10
R1-1*Reduce spacing 40%
C
B4 STOP SIGN R1-1
SCALE: N.T.S.
7' -0
" M
IN
2'-0"
3" MIN
8"
GROUND
LINE
CONCRETE
FOUNDATION
STOP
BREAKAWAY
U-CHANNEL SIGN
SUPPORT PER
SDDOT PLATE
NUMBER 632.60
8' 8' 8'
20'
4" WIDE WHITE
TRAFFIC PAINT
4" WIDE WHITE
STRIPING @ 45° (TYP)
8' 5'
PARKING FLUSH WITH
SIDEWALK
12" MINIMUM
18" MIN
1. ALL SIGNS SHALL BE 0.080" THICK ALUMINUM.
2. ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A FEDERAL, STATE, AND LOCAL
CODES & REGULATIONS.
3. PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN ACCESSIBLE SPACES ONLY.
4. PLACE SIGNS AS SHOWN ON SITE PLAN
PARKING
RESERVED
6"
ACCESSIBLE
VAN
12"
5' -0
" F O
R A
U
TO
7' -0
" F O
R V
AN
2'-0"
PARKING
RESERVED
3" MIN
ACCESSIBLE
VAN
8"
PAINTED ISLANDS
SEE DETAIL
A6/C-501
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
PARKING SPACE MARKING
REFLECTIVE WHITE
PAVEMENT PAINT
GROUND
LINE
STANDARD
SIGN R7-8
STANDARD SIGN
R7-8P
SIGN WITH THE INTERNATIONAL ACCESS SYMBOL DESIGNATING
SPACE FOR ACCESSIBLE PARKING
CONCRETE
FOUNDATION
SIDEWALK
CURB (OMIT IF NOT
SHOWN ON PLANS)
6" FROM GUTTER.
L PARKING STALLC
NOTES:
BREAKAWAY U-CHANNEL
SIGN SUPPORT PER SDDOT
PLATE NUMBER 632.60
A1 ACCESSIBLE PARKING MARKING AND SIGN
SCALE: N.T.S.
SCALE: N.T.S.A6 CONCRETE WHEEL STOP
1'-0" 1'-0"1'-0"2'-0" (MIN.) 2'-0" (MIN.)
6 1/2"6 1/2"
5 1/2 "
7'-0" (MIN.)
8'-0" (MAX.)
2' -7
/2
1/ 2"
(M
IN
2 - #3
4"
(MIN.)
2"
END VIEWS
1/
2"
L PARKING STALLC
WHEEL STOP
6" FROM EDGE
OF GUTTER
GROUT HOLE FULL
HOLE FOR 1/2" STD. PIPE OR 3/4"
DIAM. REINF. ROD (OPTIONAL 1"x3"
HOLE)
1/2" STD PIPE OR 3/4" REINF. ROD SHALL BE
PLACED PRIOR TO SURFACING OR IN A HOLE
DRILLED IN THE FINISHED SURFACE WITH A
TIGHT FIT OBTAINED BY AN APPROVED
METHOD, OR DRIVEN INTO THE SURFACING
DRAINAGE
OPENING
DRAINAGE
OPENING
1/2" MAX.
CLEARANCE
3/8" TOOLED
EDGE (TYP.)
PAINTED STRIPES IF SHOWN ON THE DRAWINGS
OR REQ'D BY THE SPECIFICATIONS
3'-0"
3 1/2"
5"
2" 7" 11" 2"
(T
YP
5" 2"
3"
3"
8"
3' -0
NOTE:
1. SYMBOL SHALL BE
PAINTED BLUE AT
THE END OF THE
PARKING STALL.
C-501
A4
A4 SYMBOL OF ACCESSIBILITY
SCALE: N.T.S.
10"R
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
C
IV
IL
D
ET
AI
LS
C-501
AM
-0
5:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
INDICATES MOMENT CONNECTION PER
A8/S-514
CJ CONTRACTION OR CONSTRUCTION JOINT PER
DETALS E1 AND E3 ON S-501, RESPECTIVELY.
1. FOR GENERAL STRUCTURAL NOTES, SEE S-001
THROUGH S-004.
2. FOR TYPICAL CONCRETE, STEEL, AND MASONRY
DETAILS, SEE S-500 SERIES SHEETS. FOR SCHEDULES,
REFER TO S-600 SERIES SHEETS.
3. TOP OF STEEL BEAMS AT UTILITY YARD = 112'-0" UNO.
4. ALL COLUMNS AT UTILITY YARD SHALL BE HSS6X6X3/8
UNO.
5. MECHANICAL YARD SLAB ON GRADE SHALL BE 6"
THICK CONCRETE REINFORCED WITH #4@18" O.C.
EACH WAY UNO. REINFORCEMENT SHALL BE PLACED
2" BELOW TOP OF SLAB.
G
JH K MI N
1.3
I.4
3.8
J.4 M.8G.2
13' - 11" 14' - 3" 5' - 8" 11' - 5" 7' - 7" 14' - 8" 21' - 4" 8' - 6" 2' - 0"
L
D1
S-506
D1
S-506
D4
S-506
D4
S-506
4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 0"
CJ CJ
C J
C
JC
J
C J
CJ
SLAB-ON-GRADE SEE NOTE 5.
SLAB-ON-GRADE SEE NOTE 5.
1 1
1 1 1
3 2
4' - 0" 2' - 0"
2' - 0"4' - 0"
4' - 0"
2' - 0"
D1
S-506
2' - 0"
6"
6"
A7
S-505
C8
S-505
G
JH K MI N
1.3
I.4
3.8
J.4 M.8G.2
13' - 11"
4 EQ SPACES 4 EQ SPACES
14' - 3" 5' - 8" 11' - 5" 7' - 7" 14' - 8" 21' - 4" 8' - 6"
4 EQ SPACES 6 EQ SPACES 3 EQ SPACES
W14X22 W14X22 W14X22
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W14X22 W14X22
W X
W14X22
W14X22 W14X22 W14X22
W14X22W14X22W14X22
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
2' - 0"
2 EQ SPACES
L
A8
S-514
W BEAM TO HSS COLUMN
PER SCHEDULE ON S-603,
TYP.
W BEAM TO W BEAM
PER E4/S-513, TYP.
1. 1'-6"x2'-0" PEDESTAL WHERE INDICATED, TOP OF
PEDESTAL = 98'-7"
2. 1'-8"x2'-0" PEDESTAL WHERE INDICATED, TOP OF
PEDESTAL = 98'-10"
3. 1'-6"x1'-6" PEDESTAL WHERE INDICATED, TOP OF
PEDESTAL = 98'-7"
4. 1'-8"x1'-6" PEDESTAL WHERE INDICATED, TOP OF
PEDESTAL = 98'-10"
5. 1'-6"x1'-11" PEDESTAL WHERE INDICATED, TOP OF
PEDESTAL = 98'-7"
6. 1'-8"x1'-11" PEDESTAL WHERE INDICATED, TOP OF
PEDESTAL = 98'-10"
US Army Corps of Engineers ®
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S-401
FTU
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ADVERTISEMENT - 100% DESIGN
E L L S
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GENERAL SHEET NOTES
LEGEND
3/16" = 1'-0"D1
UTILITY YARD FOUNDATION PLAN
3/16" = 1'-0"A1
UTILITY YARD FRAMING PLAN
0 2' 4' 8' 16'
NORTH
0 2' 4' 8' 16'
NORTH
SHEET KEYNOTES
A
M -0
D E
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D F
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P R
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A
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8" CMU WALL W/
HORIZ JOINT REINF,
#5 @ 24" O.C
(4) #5 CONTINUOUS
TOP AND BOTTOM
#5 AT 12" O.C.
TRANSVERSE TOP
AND BOTTOM
FINISH GRADE,
SEE CIVIL
GROUT ALL CELLS SOLID
LOCATE VERTICAL
REBAR #5@24" O.C
AT THE CENTER OF
THE WALL
(2) #4 CONT. IN
KNOCK OUT BOND
BEAM
3' - 6"
C L R
C L R
#5 DOWELS
@ 24" O.C.
#5 @ 12" O.C.
CONCRETE SLAB AT
UTILITY YARD
#5 DOWELS @ 12" O.C.
(4) #5 BARS IN
TURNDOWN
C O
O R
D
IN
A T
E W
IT
H
A R
C H
M A
X
COORDINATE
WITH ARCH.
8"EQ. EQ.
SEE CIVIL FOR TOP
OF SLAB ELEVATION
(5) #5 CONTINUOUS
TOP AND BOTTOM
#5 AT 12" O.C.
TRANSVERSE TOP
AND BOTTOM
FINISH GRADE
LOCATE VERTICAL
REBAR #5@24" O.C
AT THE CENTER OF
THE WALL
4' - 7"
C L R
C L R
#5 DOWELS
@ 24" O.C.
#5 @ 12" O.C.
CONCRETE SLAB
AT UTILITY YARD
C O
O R
D
IN
A T
E W
IT
H
A R
C H
M A
X
COORDINATE
WITH ARCH.
COLUMN BLOCKOUT
2' - 6"
HSS 6x6 POST
FENCE
ATTACHMENT
PER MFR.
8"1' - 5"
(8) #6 DOWELS
WITH #3 CLOSED TIES
AT 12" O.C.
#3 TIES AT 12" O.C.
(3) #3 CLOSED TIES WITHIN
5" OF TOP OF PEDESTAL
PEDESTAL
SIZE VARIES.
SEE PLAN
3/4"x12"x12" BASE PLATE W/ (4)
3/4" DIA. ANCHOR BOLTS
5/16
SLAB-ON-GROUND
SELECT GRANULAR FILL
WITH -2 TO +2% OF
OPTIMUM MOISTURE
CONTENT
SCARIFY & RE-COMPACT
IN-SITU (NATIVE) SOIL
ENGINEERED GENERAL FILL
WITH MOISTURE CONTENT AS
REQUIRED TO ACHIEVE MIN.
COMPACTION REQUIREMENTS
VAPOR BARRIER
10' - 0" MIN.
O R
M
IN
M A
X
IM
U M
O F
M
IN
ENGINEERED STRUCTURAL FILL WITH +1 TO +4% OF
THE OPTIMUM MOISTURE CONTENT, WITH AN AVERAGE
DAILY MOISTURE CONTENT OF AT LEAST +2% BELOW
BUILDING
0 TO +2% OF THE OPTIMUM MOISTURE CONTENT
BELOW EXTERIOR SLABS-ON-GRADE AND PAVEMENT
AREAS
6" CAPILLARY WATER BARRIER
ROUND CONCRETE CAP
ISOLATION JOINT
AROUND BOLLARD. SEE
E6/S-501 FOR ADDITIONAL
INFORMATION
1" NON-SHRINK
GROUT
CONCRETE SLAB
CONTINUOUS
FOOTING
BASE PLATE 1-1/4x14x1'-2" w/(4) 1" ANCHOR BOLTS.
3/16
TOP OF FTG
TOP OF SLAB
6" DIA. 1/4" STEEL PIPE, FILL
WITH 3000 PSI CONCRETE (ASTM
A120 STEEL PIPE, SCHEDULE 40)
SMOOTH CUT ENDS OF PIPE
PRIMER & PAINT YELLOW
8" CMU WALL W/
HORIZ JOINT REINF,
#5 @ 24" O.C
(5) #5 CONTINUOUS
TOP AND BOTTOM
#5 AT 12" O.C.
TRANSVERSE TOP
AND BOTTOM
FINISH GRADE
GROUT ALL CELLS SOLID
LOCATE VERTICAL
REBAR #5@24" O.C
AT THE CENTER OF
THE WALL
(2) #4 CONT. IN
KNOCK OUT BOND
BEAM
4' - 0"
C L R
C L R
#5 DOWELS
@ 24" O.C.
#5 @ 12" O.C.
CONCRETE SLAB AT
DUMPSTER YARD
#5 DOWELS @ 12" O.C.
(4) #5 BARS IN
TURNDOWN
C O
O R
D
IN
A T
E W
IT
H
A R
C H
8"1' - 8" 1' - 8"
SMOOTH CUT ENDS OF PIPE CONCRETE, STEEL
TROWEL FINISH
6" DIA. 1/4" STEEL PIPE, FILL
WITH 3000 PSI CONCRETE (ASTM
A120 STEEL PIPE, SCHEDULE 40)
PRIMER & PAINT YELLOW
FINISHED GRADE
POST TO BE SET IN
CONCRETE AS SHOWN
ISOLATION JOINT
3" TYP.
US Army Corps of Engineers ®
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S-506
FTU
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3/4" = 1'-0"D1
TYPICAL WALL SECTION AT UTILITY YARD
0 6" 1' 2' 4' 3/4" = 1'-0"D4
TYPICAL WALL AND COLUMN SECTION AT UTILITY YARD
0 6" 1' 2' 4'
N.T.S.A1
TYPICAL EARTHWORK UNDER FOOTING
1/2" = 1'-0"A5
SECTION AT BOLLARD AT
FOOTINGS AT DUMPSTER ENCLOSURE
3/4" = 1'-0"D8
TYPICAL WALL SECTION AT DUMPSTER
0 6" 1' 2' 4'
0 6" 1' 2' 4' 1/2" = 1'-0"A8
TYPICAL BOLLARD DETAIL
0 6" 1' 2' 4'
A
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A
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BOND BM REINF.
TO BE CONT.
THROUGH
CONTROL JOINTS
TYP. AT EA. VERT. BAR
VERT. JAMB
BARS
MASONRY
DOWEL (TYP.)
#5 BOTTOM
HORIZ. BARS
REINFORCEMENT AROUND
WALL OPENINGS
CONTROL
JOINT
MASONRY DOWEL (TYP.)
OPENING W/LINTEL
BOND BEAM COMBINATION
INTERMEDIATE
BOND BEAM
CONT. REINF.
THRU C.J.
(SEE NOTES)
TYPICAL WALL PIER
"NORMAL" REINF.
TYPICAL CONTROL
JOINT
FIN. FLR. LINE
LINTEL
REINF.
ROOF
DIAPHRAGM
BOND BEAM 2
DELETE BOND
BEAM WHERE
PIER IS LESS
THAN 2'-8"
IN WIDTH
#5 DOWELS x 8"
ADDNL.
#5 BARS
#5 LINTEL
BAR
EXTERIOR WALL
INTERSECTION
LINTEL
BARS
#5 TOP
HORIZ. BARS
VERT.
WALL
REINF. RE:
PLAN
3 45 / 25 6" 5/ 32"
7 18 7/ 2 56" 8 15 / 25 6" 4 89 / 12 8" 7 15/ 64" 8 12 3/ 2 56"
OPENINGS 2'-0" OR LESS
IN EITHER DIRECTION FOR
STRUCTURAL PARTITIONS AND
EXTERIOR WALLS (EXCEPT
LOAD BEARING WALL, SEE CMU
LINTEL SCHEDULE) AND ALL
OPENINGS IN NON-STRUCTURAL
PARTITIONS. WHEN WALL
HEIGHT EXCEEDS 24' USE 2
JAMB BARS EA SIDE OF
OPENING FULL HT
OPENINGS WHICH EXCEED
2'-0" BUT NO MORE THAN
3'-0" IN EITHER DIRECTION
FOR STRUCTURAL PARTITIONS
AND EXTERIOR WALLS (EXCEPT
LOAD BEARING WALL,
SEE CMU LINTEL SCHEDULE).
WHEN WALL HEIGHT EXCEEDS
24' USE 2 JAMB BARS EA
SIDE OF OPENING FULL HT
OPENINGS WHICH EXCEED
3'-0" IN EITHER DIRECTION
FOR STRUCTURAL PARTITIONS
AND EXTERIOR WALLS INCLUDING
LOAD BEARING WALLS, SEE CMU
LINTEL SCHEDULE FOR REINF.
WHEN WALL HEIGHT EXCEEDS
24' USE 3 JAMB BARS EA
SIDE OF OPENING
#5 BOTTOM
HORIZ. BARS
LINTEL
BARS
BOTTOM
HORIZ. BARS
VERT. JAMB
BARS
KNOCK-OUT BOND BEAM
AT TOP AND BOTTOM OF
WALL
(2) #5 BARS IN BOND
BEAM FULLY GROUTED
SEE PLAN FOR CMU SIZE
AND REINF. INFO.
SASH UNITS
W/ 2 LAYERS WALL REINF.
W/ 1 LAYER WALL REINF.
RAKE JOINT 3/4" AT
EXTERIOR FACE WITH
MJA SEALANT. (TYP., SEE
CAULKING AND SEALANT
SPECS.)
REINFORCED CELLS
EACH SIDE OF
CONTROL JOINT
(STOP LONGITUDINAL
WIRES)
LADDER TYPE JOINT
REINFORCING (TYP.)
TYPICAL CONTROL JOINT TYPE
SASH UNITS
LADDER TYPE JOINT
REINFORCING (TYP.)
RAKE JOINT 3/4" AT
EXTERIOR FACE WITH
MJA SEALANT. (TYP., SEE
CAULKING AND SEALANT
SPECS.)
REINFORCED CELLS
EACH SIDE OF
CONTROL JOINT
(STOP LONGITUDINAL
WIRES)
ONE ADDITIONAL VERT. BAR OF SAME
SIZE AS TYP. VERT. WALL REINF. IN
EACH OF TWO CELLS AT END OF WALL
GROUT ALL CELLS FULL
ONE ADDITIONAL VERT. BAR OF
SAME SIZE AS TYP. VERT. WALL
REINF. IN EACH OF THREE CELLS AT
CORNER
GROUT ALL CELLS FULL
CORNER BAR OF SAME SIZE AS
BOND BEAM REINF. LAP PER
SCHEDULE ON S-003.
BOND BEAM REINFORCING
BOND BEAM REINFORCING
NO.
WIDTH
OF
MASONRY
OPENING
8" TO 3'-4"
IN.
16 --
LINTEL
DEPTH
SIZE
TOP BARS BOTTOM BARS
SPACING
IN.
STIRRUPS
IN.
BEARING
LENGTH
TYPE
A
3'-5" TO 5'-4" 16 2 #5 B8 24
5'-5" TO 6'-9" 16 2 #5 B8 24
6'-10" TO 12'-0" 32 2 #6 B8 24
NOTE: REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS
FOR MASONRY OPENING SIZES AND LOCATIONS
VERT. WALL
REINFORCING
STD. LINTEL
('U') BLOCK
BOTTOM
REINF., SEE
SCHEDULE
TYPE 'A' TYPE 'B'
8" (NOMINAL) CMU LINTEL SCHEDULE
VERT. WALL
REINFORCING
STD. LINTEL
('U') BLOCK
BOTTOM
REINF., SEE
SCHEDULE
K.O.B.B. BLOCK
TOP REINF.
SEE SCHEDULE
STIRRUP W/
180° HOOK @
BOTTOM & 90°
HOOK @ TOP,
SEE SCHED.
G R
O U
T S
O L
ID
L
IN
T E
L D
E P
T H
MIN., TYP.
1/2" CLR.
M A
X
/2
M
IN
MIN., TYP.
1/2" CLR.
M A
X
/2
M
IN
/2
M
IN
M
A X
G R
O U
T S
O L
ID
L
IN
T E
L D
E P
T H
NO.
2 #4
SIZE
2 #5
2 #5
2 #6
SIZE
#4
#4
#4
LOAD-BEARING WALLS AND SHEAR WALLS
US Army Corps of Engineers ®
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S-510
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E L L S
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N.T.S.C1
TYPICAL CMU WALL REINFORCING
N.T.S.E9
TYPICAL BOND BEAM
N.T.S.C4
MASONRY CONTROL JOINT
3/4" = 1'-0"E5
END OF WALL REINFORCING
N.T.S.E7
TYPICAL CMU WALL CORNER
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SINGLE LAYER 5/8" GYPSUM
WALL BOARD EACH SIDE
METAL STUDS @ 16 O.C MAX
SCHEDULED BASE OVER GYPSUM
WALL BOARD, SEE ROOM FINISH
SCHEDULE
CONTINUOUS SEALANT,
BOTH SIDES.
LINE OF DECK
A1
LINE OF CEILING
F.F.
A2
SOUND ATTENUATING BATT
INSULATION
SEALANT BOTH SIDES
B1 STRUCTURE - 3 5/8" 16 GA METAL STUD WITH 3 1/2" GLASS FIBER INSULATION
UNCONTROLLED SIDE - 5/8" GYP BOARD ON STRUCTURE
CONTROLLED SIDE - 5/8" GYP BOARD ON 1 1/2" FURRING STUDS, ON 1/2" AIR SPACE ON
5/8" RF SHIELDED FOIL FACED GYP BOARD (FOIL FACE TO CONTROLLED AREA) ON 5/8"
GYP BOARD WITH STAGGERED JOINTS ON STRUCTURE
STC-50 MIN. REQUIRED (1-HOUR FIRE RATED WHERE INDICATED ON LIFE SAFETY SHEETS)
SINGLE LAYER 5/8" TYPE X
GYPSUM WALL BOARD
6" CH STUDS @ 24" O.C MAX
SCHEDULED BASE OVER GYPSUM
WALL BOARD, SEE ROOM FINISH
SCHEDULE
CONTINUOUS SEALANT.
LINE OF DECK
F.F.
SHAFT SIDE ROOM SIDE
STEEL J TRACK MECHANICALLY
FASTENED 24" O.C. MAX
1" SHAFT WALL LINER PANEL
STEEL DEEP LEG TRACK
MECHANICALLY FASTENED 24" O.C. MAX
ELASTOMERIC SPRAY FIRESTOP
MINERAL WOOL
INSULATION
SINGLE OR DOUBLE LAYER
5/8" GYPSUM WALL BOARD
METAL STUDS @ 16 O.C MAX
LINE OF DECK
F1
LINE OF CEILING
F.F.
F2
5/8" GYPSUM WALL BOARD ON 3 5/8"
FURRING STUDS TO DECK
SEALANT
DOUBLE LAYER 5/8" GYPSUM WALL
BOARD ON 3 5/8" FURRING STUDS TO DECK
F3
E1 1 HOUR SHAFT WALL ASSEMBLY WITH 2 1/2"
CH STUDS UL# W419 HEAD OF WALL IAW UL#
HW-D-0548
E2 1 HOUR SHAFT WALL ASSEMBLY WITH 6" CH
STUDS UL# W419 HEAD OF WALL IAW UL# HW-
D-0548
TWO LAYERS 5/8" GYPSUM WALL
BOARD EACH SIDE STAGGER
JOINTS
METAL STUDS @ 16 O.C MAX
SCHEDULED BASE OVER
GYPSUM WALL BOARD, SEE
ROOM FINISH SCHEDULE CONTINUOUS SEALANT,
BOTH SIDES.
LINE OF DECK
G1
LINE OF CEILING
F.F.
G2
INTERIOR PARTITION - 2 LAYERS 5/8" GYPSUM WALL BOARD EACH SIDE,
ON 3 5/8" 20 GAUGE METAL STUD FRAMING WITH 3 1/2" GLASS FIBER
INSULATION, STC-50 MIN. REQUIRED (NGC 2018113)
SOUND ATTENUATING BATT
INSULATION
INTERIOR PARTITION - 2 LAYERS 5/8" GYPSUM WALL BOARD EACH SIDE,
ON 6" 20 GAUGE METAL STUD FRAMING WITH 6" GLASS FIBER
INSULATION, STC-50 MIN. REQUIRED (NGC 2018132)
SEALANT BOTH SIDES
B2 STRUCTURE - 6" 16 GA METAL STUD WITH 3 1/2" GLASS FIBER INSULATION
UNCONTROLLED SIDE - 5/8" GYP BOARD ON STRUCTURE
CONTROLLED SIDE - 5/8" GYP BOARD ON 1 1/2" FURRING STUDS, ON 1/2" AIR SPACE ON
5/8" RF SHIELDED FOIL FACED GYP BOARD (FOIL FACE TO CONTROLLED AREA) ON 5/8"
GYP BOARD WITH STAGGERED JOINTS ON STRUCTURE
STC-50 MIN. REQUIRED (1-HOUR FIRE RATED WHERE INDICATED ON LIFE SAFETY SHEETS)
SINGLE LAYER 5/8" GYPSUM
WALL BOARD
METAL STUDS @ 16 O.C MAX
SCHEDULED BASE OVER
GYPSUM WALL BOARD, SEE
ROOM FINISH SCHEDULE CONTINUOUS SEALANT,
BOTH SIDES.
LINE OF DECK
D1
LINE OF CEILING
F.F.
INTERIOR PARTITION - 5/8" GYPSUM WALL BOARD ON SIDE ONE AND 2
LAYERS 5/8" GYPSUM WALL BOARD ON SIDE TWO ON 3 5/8" METAL
STUD FRAMING, NO INSULATION
SEALANT BOTH SIDES
DOUBLE LAYER 5/8" GYPSUM
WALL BOARD
D2 INTERIOR PARTITION - 5/8" GYPSUM WALL BOARD ON SIDE ONE AND 2
LAYERS 5/8" GYPSUM WALL BOARD ON SIDE TWO ON 6" METAL STUD
FRAMING, NO INSULATION
A3
DOUBLE LAYER 5/8" GYPSUM WALL
BOARD ON 6" FURRING STUDS TO DECK
A4
SINGLE LAYER 5/8" GWB.
METAL STUDS MIN 16 GA @
16 O.C MAX
SCHEDULED BASE OVER GWB,
SEE ROOM FINISH SCHEDULE
CONTINUOUS SEALANT,
BOTH SIDES.
LINE OF TRUE CEILING
C1
LINE OF CEILING
F.F.
STRUCTURE - 3 5/8" 16 GA METAL STUD WITH 3 1/2" GLASS FIBER INSULATION
UNCONTROLLED SIDE - 5/8" GYP BOARD ON STRUCTURE
CONTROLLED SIDE - TWO LAYERS 5/8" GYP BOARD WITH STAGGERED JOINTS
ON STRUCTURE
STC-50 MIN. REQUIRED (1-HOUR FIRE RATED WHERE INDICATED ON LIFE
SAFETY SHEETS)
SOUND ATTENUATING
BATT INSULATION
SEALANT BOTH SIDES
CONTROLLED AREA UNCONTROLLED AREA
FIRE-SAFE OR NON SHRINK
GROUT IN ALL VOIDS ABOVE
TRACK
2 LAYERS 5/8" GYPSUM
WALL BOARD STAGGER
JOINTS.
C2 STRUCTURE - 6" 16 GA METAL STUD WITH 3 1/2" GLASS FIBER INSULATION
UNCONTROLLED SIDE - 5/8" GYP BOARD ON STRUCTURE
CONTROLLED SIDE - TWO LAYERS 5/8" GYP BOARD WITH STAGGERED
JOINTS ON STRUCTURE
STC-50 MIN. REQUIRED (1-HOUR FIRE RATED WHERE INDICATED ON LIFE
SAFETY SHEETS)
SINGLE LAYER 5/8" GYPSUM
WALL BOARD
16 GAUGE METAL STUDS @
16" O.C MAX
SCHEDULED BASE OVER GWB,
SEE ROOM FINISH SCHEDULE
CONTINUOUS SEALANT,
BOTH SIDES.
LINE OF TRUE CEILING
F.F.
SOUND ATTENUATING BATT
INSULATION MECHANICALLY
FASTENED TO STUDS
SEALANT BOTH SIDES
CONTROLLED AREA UNCONTROLLED AREA
FIRE-SAFE OR NON SHRINK
GROUT IN ALL VOIDS
ABOVE TRACK
ALUMINUM FOIL TAPE OVER
ALL FASTENERS (TYPICAL)
FOIL BACKED 5/8" GYPSUM
WALL BOARD, FOIL FACE
EXPOSED TO THE
CONTROLLED SIDE
1 1/2" METAL FURRING STUD
5/8" GYPSUM WALL BOARD
CEILING, RE: ROOM
FINISH SCHEDULE
1/2" AIR SPACE
INTERIOR PARTITION - 5/8" GYPSUM WALL BOARD EACH
SIDE ON 3 5/8" 20 GAUGE METAL STUD FRAMING WITH
3 1/2" GLASS FIBER INSULATION, STC-45 MIN. REQUIRED
(NGC 2018106)
INTERIOR PARTION - 5/8" GYPSUM WALL BOARD EACH
SIDE ON 3 5/8" METAL STUD FRAMING, NO INSULATION
INTERIOR PARTITION - 5/8" GYPSUM WALL BOARD ON ONE
SIDE, 5/8" SOUND DAMPENING GYPSUM BOARD ON 6" 20
GAUGE METAL STUD FRAMING WITH 6" GLASS FIBER
INSULATION, STC-45 MIN. REQUIRED (NGC 2018129)
INTERIOR PARTION - 5/8" GYPSUM WALL BOARD EACH
SIDE ON 6" METAL STUD FRAMING, NO INSULATION
6"
SINGLE LAYER 5/8" GYPSUM
WALL BOARD EACH SIDE
METAL STUDS @ 16 O.C MAX
SCHEDULED BASE OVER GYPSUM
WALL BOARD, SEE ROOM FINISH
SCHEDULE
CONTINUOUS SEALANT,
BOTH SIDES.
LINE OF DECK
H1
LINE OF CEILING
F.F.
H2
SOUND ATTENUATING BATT
INSULATION
SEALANT BOTH SIDES
INTERIOR 1 HR FIRE RATED PARTITION - 5/8" GYPSUM WALL BOARD EACH
SIDE ON 3 5/8" 20 GAUGE METAL STUD FRAMING WITH 3 1/2" GLASS FIBER
INSULATION UL# U419
INTERIOR 1 HR FIRE RATED PARTITION - 5/8" GYPSUM WALL BOARD EACH
SIDE, 5/8" SOUND DAMPENING GYPSUM BOARD ON 6" 20 GAUGE METAL
STUD FRAMING WITH 6" GLASS FIBER INSULATION UL# U419
H3
H4
INTERIOR 1 HR FIRE RATED PARTITION - TWO LAYERS 5/8" GYPSUM WALL
BOARD EACH SIDE ON 3 5/8" 20 GAUGE METAL STUD FRAMING WITH 3 1/2"
GLASS FIBER INSULATION, STC 50 UL# U419
INTERIOR 1 HR FIRE RATED PARTITION - TWO LAYERS 5/8" GYPSUM WALL
BOARD EACH SIDE, 5/8" SOUND DAMPENING GYPSUM BOARD ON 6" 20
GAUGE METAL STUD FRAMING WITH 6" GLASS FIBER INSULATION, STC 50
UL# U419
BRACING, AS REQUIRED BY
STUD MANUFACTURER
BRACING, AS REQUIRED BY
STUD MANUFACTURERBRACING, AS REQUIRED BY
STUD MANUFACTURER
BRACING AS
REQUIRED BY STUD
MFR - BRACING MUST
SURFACE MOUNT AT
SECURE PERIMETER
WALLS
BRACING AS REQUIRED BY
STUD MFR - BRACING MUST
SURFACE MOUNT AT
SECURE PERIMETER WALLS
BRACING, AS REQUIRED BY
STUD MANUFACTURER
BRACING, AS REQUIRED BY
STUD MANUFACTURER
5/8" GYPSUM WALL BOARD
ALUMINUM FOIL TAPE OVER
ALL FASTENERS (TYPICAL)
LAP 18" MIN
LA
P
8"
M
IN
F4 5/8" GYPSUM WALL BOARD ON 1 1/2"
FURRING STUDS TO DECK
F5 5/8" GYPSUM WALL BOARD ON 6" FURRING
STUDS TO DECK
NOTE: PROVIDE 5/8" GYP BOARD ON 1 1/2" FURRING STUDS AT PERIMETER
WALLS TO CONCEAL ELECTRICAL WHERE SHOWN ON FLOOR PLANS
5 5/8" GYP BOARD ON 1
1/2" FURRING STUD
D3 INTERIOR PARTITION - 5/8" GYPSUM WALL BOARD ON SIDE ONE AND
2 LAYERS 5/8" GYPSUM WALL BOARD ON SIDE TWO ON 3 5/8" METAL
STUD FRAMING WITH 3 1/2" GLASS FIBER INSULATION, STC-45 MIN.
REQUIRED
US Army Corps of Engineers ®
SHEET ID
U S
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BIM 360://Ellsworth B21/FXBM1093477 Formal Training Unit FTU_A19.rvt
11/18/2021 12:42:57 PM
A-002
FTU
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A D
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E L L S
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GENERAL NOTES
1 ALL DIMENSIONS ARE TO FACE OF BLOCK OR FACE
OF STUD, UNLESS NOTED OTHERWISE.
2 STUD SUPPLIER RESPONSIBLE FOR GAUGE AND
BRACING REQUIREMENTS, UNLESS NOTED OTHERWISE.
3 MOISTURE AND MILDEW RESISTANT GWB IN WET
LOCATIONS; BACKER BD @ TILE LOCATIONS RE:
INTERIOR ELEVATIONS
4 ENTIRE WALL ASSEMBLY MUST BE FINISHED AND
PAINTED FROM TRUE FLOOR TO TRUE CEILING IN
ACCORDANCE WITH ICD/ICS 705
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UP
A1
AE301
A1
AE304
MAIN
COMM
GROUND
DATA
PROCESSING
STORAGE
DECENTRALIZED
MATERIAL
STORAGE
SECURITY/
PRP
ELEC
SECURE
SAFE
ROOM
AMU/FTU
TEAM
ROOM
PRODUCTION
OFFICE
WOMEN
LOCKER
MEN
WOMEN
LACTATION
ROOM
MEN
LOCKER
COMM
JAN
ELEV
MACHINE
ROOM
SECURITY
VESTIBULE
AMU/FTU
TEAM
ROOM
LOBBY
FACILITY
STORAGE
AMU/FTU
CLASSROOM
MAINTENANCE
SYSTEMS
(3D)
SECURITY
VESTIBULE
DEBRIEF
OFFICE
FIELD
SERVICE
REPS
HAZMAT
DISPOSAL
HAZMAT
SUPPLY
COMMAND
SUPPORT
STAFF
CONFERENCE
CONFERENCE/
DEBRIEF
MEN
SHOWER
WOMEN
SHOWER
MECH
DEBRIEF
MECH
SECURITY
/ PRP
SAFE
STOR
ATSS
MEN
VESTIBULE
WOMEN
VESTIBULE
STOR
VESTIBULE
CORRIDOR
MEN
WOMEN
CORRIDOR
16'-8"
CORRIDOR
MEN
VESTIBULE
WOMEN
VESTIBULE
5/
8" 8'
-6
6' -0
2'
-7
9"
'-2
'-8
3'
-0
7' -1
0" 8'
-8
9' -7
'-0
'-0
8'
-9
9"
'-8
1'
-0
'-4
1' -1
0" 6'
-5
9' -3
9'-2" 8'-7" 1'-2" 8'-5" 8'-3"
'-6
7'
-0
'-2
8'
-7
9' -8
8'
-8
2'-7" 10'-8" 4'-11" 13'-4" 11'-7" 16'-11"
18'-4" 6'-6" 18'-9"
8' -5
5'
-4
5' -5
9'
-2
3' -8
5'
-5
5' -5
15'-11" 2'-3" 16'-7" 5'-7" 5'-6" 14'-6" 11'-6" 8'-5" 8'-4"
10'-4" 73'-1"
B
B
A
A
1057C
A
A
A
1016B 1016A
1059A
1058A
1056A
B
1064A1063A
1069A
1072A
A
1073A
1015A
1078A
A
1080A
1082A
1076A 1076B
A
A
1081A
1085A
A
A
A
A
A
A
A
A
1014A
A
1022A
1071A
1068A 1066A
A
A
1061A
A
5'-7" 2'-3" 12'-10" 4'-6" 2'-10"
6'-7" 19'-5" 8'-5"
8' -5
2'
-3
'-5
'-5
2' -3
'-9
'-5
9' -9
6'-2"
18'-4"
2'-0"
4' -8
3'
-6
4' -1
0"
STAIR
G1
C1
C1
C1
G1
D1
C2
C1
A1
A1
A1
A1 A3 A3 A3
A3
A3 C1
C1
A1
E2
C2
C1C1G1
G1A1
D1
C1
C1
G1
G1
G2
G1
G1
G1
G1
A3
C1
G1C1
G1
C1
G1
G1
G1
G1
G1
G1
G1
C1
C1
G1
G1
C1
G1
G1
G1
A3
A3
H4
H4
A3
A2
C1
E2
H3
E2
E2
E2
A3
H1
H1
H1
A4
M N O P Q R S T U V W
MATCHLINE AE105
M A
T C
H L
IN
E
A E
14'-4" 10'-7"
3'-5" 8'-6"
A1
AE305
A1
AE307
A1
AE306
AE313
A1
F2
6"
6" 14'-11" 19'-6" 2" 15'-1" 17'-2" 6" 3'-7" 6'-8" 10'-8" 11" 12'-5" 12'-3" 9" 10'-0" 6" 5'-5"
9"
5 5/8" 67'-10" 5 5/8" 63'-5 3/8" 5 5/8"
F2
A3
H1
H1
A
AE405
C7
AE404
A1
AE404
E1
AE406
A3
8' -8
9' -1
0"
5' -0
2' -6
'-6
16 17
1001B
1001A1003A
1003B
M.8
1.3
3.8
A4
6' -0
8'-0" 8'-8"
8'-4"
'-6
6'-0"
4' -6
13 13 1313 13
C1
C1 5
C1
5H1
KEY PLAN
AB
C
D
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
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BIM 360://Ellsworth B21/FXBM1093477 Formal Training Unit FTU_A19.rvt
11/18/2021 12:43:00 PM
AE103
FTU
F
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N U
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U
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A H
A N
E B
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S K
A
D R
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D R
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D E
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O C
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ADVERTISEMENT - 100% DESIGN
E L L S
W O
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H A
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F
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B A
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1/8" = 1'-0" A1
FIRST FLOOR PLAN - AREA A
0' 2' 4' 8' 16'
NORTH
1 COVERED ENTRY ABOVE
2 DUAL HEIGHT DRINKING FOUNTAIN, RE: PLUMBING
3 TRANSACTION COUNTER, RE: FF&E PACKAGE
4 CONCRETE STOOP RE: STRUCTURAL
5 CELL PHONE & TABLET LOCKERS, RE: FF&E PACKAGE
6 ABA ACTIVATING DOOR SWITCH, RE: ELECTRICAL
7 MOP SINK, RE: PLUMBING
8 EYE WASH STATION, RE: PLUMBING
9 RECESSED ENTRANCE MAT, RE: FLOOR PATTERN PLAN,
RE: STRUCTURAL FOR RECESSED SLAB
10 PREFINISHED METAL DOWNSPOUT
11 CUSTOM SERVICE ELEVATOR
12 NON DISCUSSION AREA STRIPING
13 SPANDREL GLAZING, ABOVE
14 COMM RACKS, RE: COMMUNICATIONS
15 CAST IRON BOOT, TERMINATE DOWNSPOUT TO
TRANSITION BOOT TO STORM SEWER, RE: CIVIL
16 FLUSHABLE SERVICE SINK, RE: PLUMBING
17 STAINLESS STEEL COUNTER WITH SINK, RE: PLUMBING
18 MECHANICAL EQUIPMENT, RE: MECHANICAL
19 STRUCTURE FOR UTILITY ENCLOSURE TOP, RE:
STRUCTURAL
20 PREFINISHED METAL THRU-WALL SCUPPER THROUGH
BOTTOM COURSE OF UTILITY ENCLOSURE FOR
DRAINAGE, RE: CIVIL
21 CONCRETE UTILITY YARD, SLOPE TO THRU-WALL
SCUPPERS, RE: CIVIL
22 CONCRETE FILLED STEEL BOLLARD, RE: STRUCTURAL
1 ALL DIMENSIONS ARE TO FACE OF BLOCK OR FACE
OF STUD, UNLESS NOTED OTHERWISE
2 ALL DOORS ARE 6" FROM ADJACENT WALL ON THE
HINGE SIDE UNLESS NOTED OTHERWISE
3 ENTIRE WALL ASSEMBLY MUST BE FINISHED AND
PAINTED FROM TRUE FLOOR TO TRUE CEILING IN
ACCORDANCE WITH ICD/ICS 705
SHEET KEYNOTES
GENERAL NOTES
A
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E1
AE303
A1
AE301
RESOURCE
ADVISOR
FLIGHT
KITCHEN
FRONT
-21
ROLL
CALL/
BREAK
ROOM
CREW
CHIEFS
FLIGHT
CHIEF
PRODUCTION
OFFICE
WEAPONS
ELEC
AMU
SUPERVISION
MFLC
HAZMAT
DISPOSAL
HAZMAT
SUPPLY
FIRST
SERGEANT
AMXS
MOO /
CHIEF
AMXS
SUPERVISION
COMMAND
SUPPORT
STAFF
COMMANDER
COMSEC
SPECIALISTS
FLIGHT
CHIEF
1033FLIGHT
CHIEF
WOMEN
MEN
JAN
SECURE
STOR
MECH
UNIT
TRAINING
MANAGERS
UNIT
DEPLOYMENT
MANAGER
COMM
80'-8"
'-4
ATSS
STAIR
CORRIDOR
STAIR
CORRIDOR
CORRIDOR
MEN
VESTIBULE
WOMEN
VESTIBULE
9" 6" 25'-4" 5" 5'-10" 3'-9" 17'-8" 2'-0" 23'-2" 1'-3" 14'-10" 2" 14'-1" 17'-1" 2'-9" 2'-8" 5'-6" 6'-6" 4'-10" 13'-0"
9'- 1"
9'- 1"
9"
41'-1" 12'-4" 8'-6" 15'-6" 1'-2" 12'-4" 15'-6" 11'-6" 15'-4" 8'-0"
15'-6" 1'-2" 12'-11" 10'-4" 9'-6" 8'-7" 15'-10" 8'-7" 9'-5" 8'-7"
6'- 8"
6'- 5"
7'- 4"
6'- 5"
8'- 6"
3'- 0"
'-8
9'- 6"
'-6
8'- 5"
1'- 0"
'-2
'-3
6"
15'-10" 9'-7" 6"
9" 12'-6" 2'-2" 2" 14'-3" 8'-3" 8'-10" 22'-3" 1'-6" 9'-4"
5'-6"
9"
A
1092A 10
B1054C
1038B
A
1056A
1059B
B
A
A
A
A
1042A
1044A
1045A
A
1033A
A
A
A
A
1040A
A
1037A
A
A
A
A
A
A
A
1026A 10
A
B
A10
A
1103A MECH-ELEC
VESTIBULE
WOMEN
MEN
1101 JAN
FLIGHT
KITCHEN
BACK
POT-PAN
WASH
A
1038A
8'- 8"
4"
4"
2'- 5"
8'- 9"
1'- 7"
8'-
'-8
2'- 7"
12'-3" 5'-3" 8'-4" 3'-8" 43'-8" 5'-6"
'-4
A1
C1
C1 A1
A1
A3
A1
A1 C1
A1
A1 A1 A1
C2
A1
C2
A3 A4 A3
C2
A3
A3
A3
A3 C2
A3
A3
A3A3
A3
A4
C1
C1
A3
D2
A3
F1
A3
H1
H1
H1
A1
A1A1
A1
A1
A1
A1
A1 A1
A1A1A1
A1A1
A1
A1
F3
A1
F3
A3
A3
A3
D1
A1
A2
D3
A1
A1
A1
A1
C1 H1
A3
C1C1D3 C1
A1
A1
A3
A3
C2
C2
A3
A B C E F G H I J K
C1
D
MA
TC
HL
IN
E
AE
MATCHLINE AE106
A1
AE305
D1
AE307
AE316
A1
15'-10"
A4
F1
14'-0" 3'-10" 3'-8" 7'-8" 2'-11" 8'-10" 11'-9" 3 5/8" 6 3/8"
5'- 1"
5'- 5"
5'-
6'-3"
'-3
5'-
3"
'-0
3'-
7"
A3
F1
F1
A3
F1
F1
F1
AE315
A1
A
A
1095B
A
AE404
A7
AE405
E3
AE404
E4
AE406
A5
A1 A1A1
9 9
5'- 0"
121212
1'- 9"
3'-0" 7'-0"
20 2020
'-4
'-4
'-8
'-6
AE518
C5
AE518
C7
AE518
E1
AE518
E3
A2
AE308
D7
AE204
L
G.2 I.4 J.4
A
1104B
1.3
3.8
D1A3
A3 A3
F1
A1
4'- 0"
8'-0"
7'- 1"
1'- 6"
'-5
2"
10'-2"
9"
'-1 0"
2'- 9 1
/4" 3'-
6 3 /4"
'-4
5'-
3'- 0"
'-9
4'-
9"
8'- 0"
'-0
11'-8 5/8"
AE518
C5
12 12
12 12
12 12
20 20 20
2121 2121
2'- 0"
KEY PLAN
AB
C D
US Army Corps of Engineers ®
SHEET ID
U S
AR
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IN
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D R
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BIM 360://Ellsworth B21/FXBM1093477 Formal Training Unit FTU_A19.rvt
11/19/2021 12:08:42 PM
AE104
FTU
FI
R
ST
F
LO
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LA
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AR
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B
B-
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AL
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IT
AM
U (F
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D . E
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F2
1R
ADVERTISEMENT - 100% DESIGN
EL
LS
W O
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A
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F O
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BA
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1/8" = 1'-0"A1 FIRST FLOOR PLAN - AREA B
0' 2' 4' 8' 16'
NORTH
1 DUAL HEIGHT DRINKING FOUNTAIN, RE: PLUMBING
2 TRANSACTION COUNTER, RE: FF&E PACKAGE
3 BOTTLE FILLER, RE: PLUMBING
4 MECHANICAL EQUIPMENT, RE: MECHANICAL
5 MOP SINK, RE: PLUMBING
6 EYE WASH STATION, RE: PLUMBING
7 CONCRETE STOOP, RE: STRUCTURAL
8 ABA AUTOMATIC OPENER BUTTON, RE: ELECTRICAL
9 PREFINISHED METAL DOWNSPOUT
10 UTILITY YARD ENCLOSURE
11 NON DISCUSSION AREA STRIPING
12 STRUCTURE FOR UTILITY ENCLOSURE TOP,
RE: STRUCTURAL
13 GAS METER, RE: PLUMBING
14 SPANDREL GLAZING
15 OVERHANG, ABOVE
16 COMM RACKS, RE: COMMUNICATIONS
17 CAST IRON BOOT, TERMINATE DOWNSPOUT TO
TRANSITION BOOT TO STORM SEWER, RE: CIVIL
18 RECESSED ENTRANCE MAT, RE: FLOOR PATTERN PLAN &
STRUCTURAL
19 EXPANSION JOINT
20 LEAVE OUT SINGLE CMU BLOCK AT BOTTOM COURSE OF
UTILITY ENCLOSURE FOR DRAINAGE, RE: CIVIL FOR SPOT
ELEVATIONS
21 CONCRETE UTILITY YARD, SLOPE TO THRU-WALL
SCUPPERS, RE: CIVIL
22 CONCRETE FILLED STEEL BOLLARD, RE: STRUCTURAL
1 ALL DIMENSIONS ARE TO FACE OF BLOCK OR FACE OF
STUD, UNLESS NOTED OTHERWISE
2 ALL DOORS ARE 6" FROM ADJACENT WALL ON THE
HINGE SIDE UNLESS NOTED OTHERWISE
3 ENTIRE WALL ASSEMBLY MUST BE FINISHED AND
PAINTED FROM TRUE FLOOR TO TRUE CEILING IN
ACCORDANCE WITH ICD/ICS 705
SHEET KEYNOTES
GENERAL NOTES
AM
- 0
2:
0 0
D
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IG
N
IS
S U
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F
O R
P R
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IN
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/2
AM
- 0
5:
0 0
D
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IG
N
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S U
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F O
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IN
G
/2
DN
DN
E1
AE303
A1
AE301
MECH
IT
SUPPORT
STORAGE
ELEC
CPTT
BAY 1
CPTT
SERVER
ROOM
CPTT
BAY 2
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
COMM
MEN
WOMEN
BRIEFING
ROOM
FTU
CLASSROOM
FTU
CLASSROOM
IFTU
CLASSROOM
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
JAN
STORAGE
PED /
SHREDDER
SECURITY
VESTIBULE
AUDITORIUM
INSTRUCTOR
OFFICE
SENIOR
INTEL
OFFICER
A
2061A
B
A
STAIR
CORRIDOR
2058A 2059A
B
2015A
MISSION
PLANNING
2036A
2034A
2032A
2030A
2028A
2038A
A
A
2037A
2031A
2029A
2026A 2057A
2049A
2051A
A
2050A
B
A
A
2013A
A
A
2055A
2054A
2052A
A
A
2035A
2033A
2047A
CORRIDOR
2024A 20
A
A
STAIR
2061B
CORRIDOR
CORRIDOR
CORRIDOR
WOMEN
VESTIBULE
MEN
VESTIBULE
'-7
6'-
3" 2'-
5"
'-1 1"
4"
'-7
'-9
'-0
'-9
'-0
12'-10" 6'-6" 10'-10"
6'-4" 35'-10"
'-3
8'- 8"
'-4
8'-
7"
'-1 1"
'-4
'-4
'-2
'-9
'-1
0"
'-6
'-1
0"
'-6
'-0
'-6
'-7
'-6
12'-10" 6'-5" 12'-8" 12'-4" 11'-5 5/8" 6'-2 3/8" 10'-10" 6'-5"
8'- 6"
6'- 6"
7'- 3"
6'- 6"
8'- 4"
8'- 7"
9'- 3"
6'- 9"
12'-8" 23'-6" 6'-6" 15'-8" 1'-1" 33'-4" 8'-4" 10'-7" 12'-4" 7'-3"
4'-4" 5'-4"
A
A
2022A
ELEC
STAIR
6" 25'-9" 3'-11"
1'-11"
3'-9" 17'-8"
2'-0"
23'-2" 6" 15'-7" 14'-3" 15'-4" 1'-9" 4'-9" 8'-8" 8'-10"
79'-2"
'-3
17'-11" 17'-11"
'-6
6'-
9"
A
STORAGE
G1
G1
A3B1
G1
G1
A1
G1
G1
G1 G1
G2
G1
B1
G1
G1 G1
G1
G1
G2
G1
G1
G1
G2
G1
G1
G1
G1
A3 D1
D1G1
G1
G1
G1 G1
G1
A3
F1
B1
B1
B1
A1
B1
F1
A1
A1 B1
A1
A2
B1
B1
B1
C1
B1
A1
A1 A1
C1
C1 A3
C1
C1
C1
C1
C1
B1
G1
A1
G2
G1
G2G2
B1
A3A3 A3
A3A3 F1
A3
A3
A3
A3
A B C E F G H I J K
D
MA
TC
HL
IN
E
AE
MATCHLINE AE106 6"
2'-
7"
'-1 1"
6'- 7"
2"
'-2
2'- 5"
4" 8'-
7" 1"
6"
A1
AE305
A1
AE306
D1
AE307
IFTU
CLASSROOM
D1
B1
AE505
E3
AE519
C5
AE519
C7
AE519
D1
AE519
D5
AE519
D7
AE405
A1
AE405
E1
AE315
D1
AE316
D1
AE519
F1
AE519
F4
AE520
A6
B1
B1
'-1
9'-
D1
1" / 12"
AE406
A1 AE520
C3
AE520
C6
AE520
C8
A2
AE308
AE509
E5
UP
UP
L
G.2 I.4 J.4
AE509
E5
B1
1.3
3.8
G2
G2
B1
A1 A1 A1
A1
A1
C2
G1
G1
G2
G1
A3
G1G1G1
C1
G1
D1
G1
G1
D1 C1
G1
10'-4"
A1
B1
KEY PLAN
AB
C D
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
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D R
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N
B Y:
D
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SU
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SI
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BIM 360://Ellsworth B21/FXBM1093477 Formal Training Unit FTU_A19.rvt
11/19/2021 11:29:49 AM
AE108
FTU
SE
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O N
D F
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AR
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B
B-
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AL
T
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AM
U (F
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A, N
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D . R
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D . E
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G E
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TO
BE
R
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F2
1R
ADVERTISEMENT - 100% DESIGN
EL
LS
W O
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TH
A
IR
F O
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BA
SE
, S
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TH
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PR
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BE
R : F
XB
M
1/8" = 1'-0"A1 SECOND FLOOR PLAN - AREA B
0' 2' 4' 8' 16'
NORTH
1 VERTICAL LIFT MOVEABLE PARTITION, GYP BULKHEAD
AS REQUIRED BY FINAL SELECTED MFR.
2 DUAL HEIGHT DRINKING FOUNTAIN, RE: PLUMBING
3 STUDENT LOCKERS, RE: FF&E PACKAGE
4 DOOR THRESHOLD AT RAISED ACCESS FLOORING
ELEVATION RE: DOOR SCHEDULE
5 2'-0" RAISED ACCESS FLOORING, RE: FF&E PACKAGE
6 COMM RACKS, RE: COMMUNICATIONS
7 STANDING SEAM METAL ROOF (SSMR-2) (BELOW)
8 EXPANSION JOINT AT WALL
9 STEPPED FLOORING
10 MECHANICAL EQUIPMENT, RE: MECHANICAL
11 MOP SINK, RE: PLUMBING
12 EXPANSION JOINT COVER AT FLOOR
13 STAIR TO RAISED ACCESS FLOORING
SHEET KEYNOTES
GENERAL NOTES
1 ALL DIMENSIONS ARE TO FACE OF BLOCK OR FACE
OF STUD, UNLESS NOTED OTHERWISE
2 ALL DOORS ARE 6" FROM ADJACENT WALL ON THE
HINGE SIDE UNLESS NOTED OTHERWISE
3 ALL VERTICAL LIFT MOVEABLE PARTITIONS ARE TO BE
FIELD VERIFIED BY CONTRACTOR PRIOR TO THE
FABRICATION OF PARTITIONS. VERTICAL LIFT MOVEABLE
PARTITION INSTALLATION DETAILS AND CLEARANCES
VARY BY MANUFACTURER. CONTRACTOR TO VERIFY
AND COORDINATE WITH ALL TRADES TO ENSURE
MANUFACTURER'S CLEARANCES ARE ACHIEVED.
4 ENTIRE WALL ASSEMBLY MUST BE FINISHED AND
PAINTED FROM TRUE FLOOR TO TRUE CEILING IN
ACCORDANCE WITH ICD/ICS 705
AM
- 0
2:
0 0
D
ES
IG
N
IS
S U
ED
F
O R
P R
IC
IN
G
/2
AM
- 0
5:
0 0
D
ES
IG
N
IS
S U
ED
F O
R P
R
IC
IN
G
/2
0 0
0 0 0 0 0
0 0
0 0
0 00
0 0
B
B B B
B B
B
B B
B B
BB
B
B
B
B
B
B
BB
B
B
B
MECH
FLIGHT
CDR
HERITAGE
ROOM /
BREAK
ROOM /
STUDENT
LOUNGE
FTU
CLASSROOM
FTU
CLASSROOM
COMPUTER
BASED
TRAINING
CPTT
BAY 2
FTU
CLASSROOM
INSTRUCTOR
SUPERVISION
MEN
WOMEN
STORAGE
JAN
STUDENT
TEAM
ROOM
STUDENT
TEAM
ROOM
SECURITY
ELEC
MECH
INSTRUCTOR
STAFF
MOBILITY/
SAFETY
COMM
CORRIDOR
SERVICE
CORRIDOR
DV
OFFICE
STAIR
SECURITY
VESTIBULE
SECURITY
VESTIBULE
COMM
STOR
MEN
VESTIBULE
WOMEN
VESTIBULE
CORRIDOR
CORRIDOR
CORRIDOR
M N O P Q R S T U V W
MATCHLINE AE118
MA
TC
HL
IN
E
AE
ELEVATOR
9'-0"
8'-6"
1 1
8'-6"
8'-6"
8'-6"
9'-6"
10'-0"
11'-6"
3.8
INSTRUCTOR
OFFICE
CORRIDOR
OPEN TO STRUCTURE
GYPSUM BOARD CEILING
RECESSED MOUNTED LIGHT RE: ELEC
EMERGENCY RECESSED MOUNTED LIGHT RE: ELEC
RECESSED MOUNTED LIGHT RE: ELEC
EMERGENCY RECESSED MOUNTED LIGHT RE: ELEC
2X2 ACOUSTICAL CEILING TILE
PENDANT LIGHT FIXTURE RE: ELEC
CAN LIGHT FIXTURE RE: ELEC
EXIT LIGHT RE: ELEC
LAY IN LINEAR LIGHT FIXTURE RE: ELEC
REFLECTED CEILING PLAN LEGEND
2X4 VINYL FACED ACOUSTICAL CEILING TILE
PREFINISHED METAL SOFFIT
TRACK LIGHTING W/ DIRECTIONAL HEADS RE: ELEC
ACCESS HATCH RE: MECH
HIGH BAY LIGHT FIXTURE RE: ELEC
OCCUPANCY SENSOR RE: ELEC0
KEY PLAN
AB
C D
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
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D R
AW
N
B Y:
D
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IG
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B
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SU
BM
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D B
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SI
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C H
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D B
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SU
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Plot Date:
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BIM 360://Ellsworth B21/FXBM1093477 Formal Training Unit FTU_A19.rvt
11/19/2021 11:33:03 AM
AE116
FTU
SE
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D F
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R R
EF
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C
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D C
EI
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N G
P
LA
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AR
EA
A
B-
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AL
T
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AI
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IN
G U
N
IT
AM
U (F
TU
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AH
A
D
IS
TR
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T
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AP
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AV
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IT
E
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AH
A, N
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D . R
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D . R
EM
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D . E
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G E
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EN
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TO
BE
R
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F2
1R
ADVERTISEMENT - 100% DESIGN
EL
LS
W O
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TH
A
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F O
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BA
SE
, S
O U
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R : F
XB
M
1/8" = 1'-0"A1
SECOND FLOOR REFLECTED CEILING
PLAN - AREA A
0' 4' 8' 16' 32'
NORTH
1 RE: ROOM FINISH SCHEDULE FOR CEILING HEIGHTS
THROUGHOUT FACILITY
2 ALL CEILINGS ARE 9'-0" ABOVE FINISH FLOOR, UNLESS NOTED
OTHERWISE
3 ALL VERTICAL LIFT MOVEABLE PARTITIONS ARE TO BE FIELD
VERIFIED BY CONTRACTOR PRIOR TO THE FABRICATION OF
PARTITIONS. VERTICAL LIFT MOVEABLE PARTITION INSTALLATION
DETAILS AND CLEARANCES VARY BY MANUFACTURER.
CONTRACTOR TO VERIFY AND COORDINATE WITH ALL TRADES TO
ENSURE MANUFACTURER'S CLEARANCES ARE ACHIEVED.
GENERAL NOTES
1 PREFINISHED METAL DOWNSPOUT TO MATCH SSMR-1
2 VERTICAL LIFT MOVEABLE PARTITION, GYP BULKHEAD
AS REQUIRED BY FINAL SELECTED MFR.
3 GYPSUM BOARD BULKHEAD
4 ELEVATOR HOISTBEAM, RE: STRUCTURAL
5 OPEN TO TRUE CEILING ABOVE
SHEET KEYNOTES
AM
- 0
2:
0 0
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S U
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F
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/2
AM
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5:
0 0
D
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IG
N
IS
S U
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F O
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IN
G
/2
0 0
00 0
0 0
0 0 0 0 0
BB
B B
BB
B B
B
B
B B
B B
B
B
B
B
B
B
B
B
B B
B
B
B
B
B B
B
B
B B
B B
B
B
B
BB
B B
B
B B
IT
SUPPORT
STORAGE
ELEC
INSTRUCTOR
OFFICE
CPTT
BAY 1
CPTT
SERVER
ROOM
SENIOR
INTEL
OFFICER
STAIR
CORRIDOR
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MEN
WOMEN
BRIEFING
ROOM
FTU
CLASSROOM
AUDITORIUM
MISSION
PLANNING
JAN
STORAGE
PED /
SHREDDER
CORRIDOR
SECURITY
VESTIBULE
STAIR
CORRIDOR
CORRIDOR
CORRIDOR
WOMEN
VESTIBULE
MEN
VESTIBULE
A B C E F G H I J K
D
MA
TC
HL
IN
E
AE
MATCHLINE AE115
1 1 1
STORAGE
STAIR
8'-6"
8'-6"
8'-6" 8'-6"
8'-6"
11'-6"
11'-0"
11'-6"
10'-0" 10'-0"
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
MISSION
PLANNING
FTU
CLASSROOM
ELEC
IFTU
CLASSROOM
IFTU
CLASSROOM
9'-0"
10'-0"
CPTT
BAY 2
L
G.2 I.4 J.4
1.3
3.8
COMM
OPEN TO STRUCTURE
GYPSUM BOARD CEILING
RECESSED MOUNTED LIGHT RE: ELEC
EMERGENCY RECESSED MOUNTED LIGHT RE: ELEC
RECESSED MOUNTED LIGHT RE: ELEC
EMERGENCY RECESSED MOUNTED LIGHT RE: ELEC
2X2 ACOUSTICAL CEILING TILE
PENDANT LIGHT FIXTURE RE: ELEC
CAN LIGHT FIXTURE RE: ELEC
EXIT LIGHT RE: ELEC
LAY IN LINEAR LIGHT FIXTURE RE: ELEC
REFLECTED CEILING PLAN LEGEND
2X4 VINYL FACED ACOUSTICAL CEILING TILE
PREFINISHED METAL SOFFIT
TRACK LIGHTING W/ DIRECTIONAL HEADS RE: ELEC
ACCESS HATCH RE: MECH
HIGH BAY LIGHT FIXTURE RE: ELEC
OCCUPANCY SENSOR RE: ELEC0
KEY PLAN
AB
C D
US Army Corps of Engineers ®
SHEET ID
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BIM 360://Ellsworth B21/FXBM1093477 Formal Training Unit FTU_A19.rvt
11/19/2021 11:43:09 AM
AE117
FTU
SE
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1/8" = 1'-0"A1
SECOND FLOOR REFLECTED CEILING
PLAN AREA - B
0' 4' 8' 16' 32'
NORTH
GENERAL NOTES
1 PREFINISHED METAL DOWNSPOUT TO MATCH SSMR-1
2 VERTICAL LIFT MOVEABLE PARTITION, GYP BULKHEAD
AS REQUIRED BY FINAL SELECTED MFR.
3 GYPSUM BOARD BULKHEAD
4 NOT USED
5 EXPANSION JOINT AT TRUE CEILING ABOVE, RE: CONTROLLED AREA
DETAILS
6 ACT CEILING EXPANSION JOINT, TYP.
SHEET KEYNOTES
1 RE: ROOM FINISH SCHEDULE FOR CEILING HEIGHTS
THROUGHOUT FACILITY
2 ALL CEILINGS ARE 9'-0" ABOVE FINISH FLOOR, UNLESS NOTED
OTHERWISE
3 ALL VERTICAL LIFT MOVEABLE PARTITIONS ARE TO BE FIELD
VERIFIED BY CONTRACTOR PRIOR TO THE FABRICATION OF
PARTITIONS. VERTICAL LIFT MOVEABLE PARTITION INSTALLATION
DETAILS AND CLEARANCES VARY BY MANUFACTURER.
CONTRACTOR TO VERIFY AND COORDINATE WITH ALL TRADES TO
ENSURE MANUFACTURER'S CLEARANCES ARE ACHIEVED.
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EL. 100'-0"
FINISHED FLOOR
EL. 116'-0"
SECOND FLOOR
EL. 130'-0"
ROOF BEARING
E1
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A1
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AE307
17 17
19 19191919
2 22
3 10
25 25
191919
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AE308L
AE202
A1
AE202
D1
EL. 100'-0"
FINISHED FLOOR
EL. 116'-0"
SECOND FLOOR
EL. 130'-0"
ROOF BEARING
E1
AE303 A1
AE304
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A B C E F G H I J K M N O P Q R S T U V WD A1
AE307
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AE307
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12 12 12
A2
AE308 LAE203
D1
AE203
A1
EL. 100'-0"
FINISHED FLOOR
EL. 116'-0"
SECOND FLOOR
EL. 130'-0"
ROOF BEARING
A1
AE301
A1
AE303
3 61
2345678910111213141516171819202122
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A1
AE305
A1
AE306
A1
AE312
1 1
4 4
11 11
1.33.8
AE204
A1
AE204
D1
EL. 100'-0"
FINISHED FLOOR
EL. 116'-0"
SECOND FLOOR
EL. 130'-0"
ROOF BEARING
A1
AE301
A1
AE303
3 4 7 12 14 16 18 20 21 221 A1
AE305
A1
AE306
A1
AE312
3 1620 16
11 11
1.3 3.8
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A1 AE205
D1
US Army Corps of Engineers ®
SHEET ID
U S
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BIM 360://Ellsworth B21/FXBM1093477 Formal Training Unit FTU_A19.rvt
11/19/2021 12:37:48 PM
AE201
FTU
BU
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1/16" = 1'-0"A1 NORTH ELEVATION
0' 4' 8' 16' 32'
GENERAL NOTES
1 ALL PREFINISHED METAL DOWNSPOUTS ARE TO MATCH
SSMR-1 UNLESS OTHERWISE NOTED.
2 ALL MASONRY MORTAR TO MATCH THE ADJACENT
INTEGRALLY COLORED CMU VENEER, RE: FINISH
MATERIALS LIST
1 4" SPLIT FACE CMU VENEER (CMU-1)
2 4" SPLIT FACE CMU VENEER (CMU-2)
3 COMPOSITE METAL PANEL
4 INSULATED METAL DOOR
5 INSULATED COILING OVERHEAD DOOR
6 ALUMINIUM STOREFRONT ENTRY SYSTEM
7 CAST STONE BAND
8 STOREFRONT WINDOW SYSTEM
9 NOT USED
10 PREFINISHED METAL FASCIA TO MATCH ADJACENT
STANDING SEAM METAL ROOF
11 PREFINISHED METAL GUTTERS TO MATCH COMPOSITE
METAL PANEL
12 SMOOTH FACE CMU VENEER (CMU-3)
13 LIGHTNING PROTECTION TERMINAL, TYPICAL
14 EXPANSION JOINT
15 METAL LOUVER TO MATCH COMPOSITE METAL PANEL
16 SPANDREL GLAZING
17 PREFINISHED METAL FENCE
18 MECHANICAL EXHAUST, RE: MECHANICAL
19 LEAVE OUT SINGLE CMU BLOCK AT BOTTOM COURSE OF
UTILITY ENCLOSURE FOR DRAINAGE, RE: CIVIL FOR SPOT
ELEVATIONS
20 GAS METER, CONTRACTOR INSTALL METER BELOW SILL
ELEVATION, RE: PLUMBING
21 STANDING SEAM METAL ROOF (SSMR-1)
22 STANDING SEAM METAL ROOF (SSMR-2)
23 PREFINISHED METAL DOWNSPOUT TO MATCH SSMR-1
(DS-1)
24 PREFINISHED METAL DOWNSPOUT TO MATCH SSMR-2
(DS-2)
25 CAST STONE CAP
26 COMPOSITE METAL PANEL CORNICE
27 EXTERIOR BUILDING SIGNAGE, RE: SIGNAGE SCHEDULE
SHEET KEYNOTES
1/16" = 1'-0"C1 SOUTH ELEVATION
1/16" = 1'-0"D1 EAST ELEVATION
1/16" = 1'-0"F1 WEST ELEVATION
0' 4' 8' 16' 32'
0' 4' 8' 16' 32'
0' 4' 8' 16' 32'
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SECOND FLOOR
EL. 130'-0"
ROOF BEARING
A1
AE304 KMNOPQRSTUVW
A1
AE307
D1
AE307 LM.8
191919
2 31/256" / 12" 2 31/256" / 12"
15 15
A1 A5
EL. 100'-0"
FINISHED FLOOR
EL. 116'-0"
SECOND FLOOR
EL. 130'-0"
ROOF BEARING
E1
AE303 ABCEFGHIJK D
A2
AE308L G.2I.4J.4
25 25
2 31/256" / 12" 2 31/256" / 12"
191919191919
C1
US Army Corps of Engineers ®
SHEET ID
U S
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IN
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BIM 360://Ellsworth B21/FXBM1093477 Formal Training Unit FTU_A19.rvt
11/19/2021 12:40:34 PM
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