J005 - Annex D-CEAC_Bulletin 18_Pad and Penetrations for Wind Tunnel_2023-07-12.pdf
PDF 4 MB Posted
- Attached to
- USMA Wind Tunnel
- Solicitation number
- W91RUS24R0025
About this file
This document appears to be a set of conformed drawings for the construction of the Cyber & Engineering Academic Center and Parking Structure at the United States Military Academy in West Point, New York. The drawings provide detailed information on the site plan, building elevations, window types, and exterior details for the project.
The key details from the drawings include:
- The project involves constructing a 4-story stone masonry academic building and a parking structure on the West Point campus.
- The site plan shows the layout of the buildings, roadways, sidewalks, utilities, and landscaping features.
- The elevations provide views of the building's exterior, including the window systems, stone cladding, and architectural embellishments.
- There are detailed drawings for specific window types, buttress walls, and other exterior building elements.
- The drawings are part of a construction solicitation with the contract number W91RUS24R0025 issued by the Department of the Army Materiel Command.
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UNKNOWN VENTS
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CYBER & ENGINEERING ACADEMIC CENTER
FF 163.17
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THAYER WALK
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#107
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#112
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#130
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#143
#142
#141
#140
#144
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37 37
X
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X
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70 LF
FLUSH
CURB
X
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TOP OF ROCK EXCAVATION
(TYP.)
(TYP.)
(TYP.)
#145
#146
(BUILDING
GRID A2)
(BUILDING
GRID G14)
(BUILDING
GRID A14)
(B)
(A)
R
CEAC CONTRACTOR MUST
COMPLETE ALL WORK NORTH
OF THIS DELINEATION LINE ON
OR BEFORE MAY 15, 2024. NO
ACCESS WILL BE PERMITTED
AFTER MAY 15, 2024.
(TYP.)
15'
MAINTAIN 3' BETWEEN
BUILDING (BUTTRESS)
AND EQUIPMENT PAD
CONSTRUCT PER DETAIL
C-508/A1, EXCEPT 12"
THICK EQUIPMENT PAD
AND TOP OF PAD TO BE
6" ABOVE SERVICE YARD
FINISHED GRADE
10+00 11+00 12+00 13+00 14+00 15+00
13+00
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POINT TABLE
POINT #
NORTHING
930762.3990
930793.6233
930834.7714
930853.3885
930794.0210
931181.9014
931186.8355
931186.7639
931271.5019
931272.0241
931198.8930
EASTING
641323.5854
641331.7172
641342.4334
641346.0432
641328.7657
641333.8483
641338.9134
641344.0528
641351.9739
641311.0258
641263.2003
POINT TABLE
POINT #
NORTHING
930784.1982
930773.8866
930743.7017
930744.9462
930782.3834
930816.8979
930780.4303
930775.6667
930755.7600
930798.0732
930798.4008
EASTING
641272.6686
641272.5335
641299.0648
641204.0913
641108.5631
641107.6819
641070.7842
641055.7743
641045.4588
641056.0141
641031.0163
POINT TABLE
POINT #
NORTHING
930798.5973
931189.8593
930770.4127
930798.6334
931189.5998
931236.0044
931200.8649
931248.0950
931284.0335
931302.3788
931259.0862
EASTING
641016.0176
640998.5886
641131.6895
641013.2678
641018.3909
641068.2295
641112.7132
641081.2149
641097.1384
641097.3788
641112.0593
POINT TABLE
POINT #
NORTHING
931252.3681
931269.1253
931205.1568
931033.5394
930771.1687
930734.4256
930819.3420
930857.1044
930876.9096
930878.2462
930724.5707
EASTING
641083.9719
641062.8616
640980.3414
640978.0926
640945.3018
640963.0904
640928.6688
640934.0158
640926.1286
640924.2945
640924.2278
POINT TABLE
POINT #
NORTHING
931271.8419
930752.9588
EASTING
641326.0261
641319.2269
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CONFORMED DRAWINGS - CONSTRUCTION AWARD
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SHEET KEYNOTES
1. CONCRETE ROADWAY PAVEMENT, SEE STRUCTURAL PLANS
2. CONCRETE SIDEWALK (TYP.) (C-507/E8)
3. REPAIR EXISTING WALL IN KIND IF DAMAGED DURING CONSTRUCTION
4. NEW STONE WALL #4 & STAIRS #1 TO MATCH EXISTING (C-502/A8/D1)
5. CONCRETE CURB (TYP.) (C-508/D8)
6. EDGE OF CONCRETE ROADWAY PAVEMENT
7. RSSI 2000 SECURITY WEDGE (C-509/A5)
8. BITUMINOUS ROADWAY PAVEMENT, FULL DEPTH (C-507/E1)
9. UNDERGROUND STORMWATER MANAGEMENT FACILITY (C-518/A7, C-519)
10. CONCRETE RETAINING WALL W/HANDRAIL, SEE STRUCTURAL PLANS
11. ELECTRIC TRANSFORMER PAD (A-10'x10') (B-8'x10')
12. EMERGENCY GENERATOR PAD (10'x12')
13. RETAINING WALL RW20 WITH FENCE ON WEST WALL, SEE STRUCTURAL
SCHEDULE (C-510/C8)
14. UPPER PLAZA AREA TRENCH DRAIN (C-513/A1)
15. 5'x5' CONCRETE PAD, SEE STRUCTURAL PLANS FOR DETAIL
16. FIRE HYDRANT W/BOLLARDS, 10 TTL BOLLARD (C-508/A4)
17. STORM MANHOLE (TYP.) (C-510/A1)
18. WATER VALVE (TYP.) (C-511/D8)
19. UPPER PLAZA, SEE LANDSCAPE PLANS W/SNOW MELT SYSTEM
20. GRAND STAIR, ACCESS RAMPS & ACCESS PLAZA W/SNOW MELT SYSTEM,
SEE LANDSCAPE PLANS
21. CHAIN LINK FENCE W/ CONC. CURB & GUTTER (TO CAPTURE AND DIRECT
OVERLAND RUNOFF) (C-508/F4)
22. FLUSH CURB (C-508/C1/D1)
23. RETAINING WALL, SEE STRUCTURAL PLANS
24. NORTH PLAZA, SEE LANDSCAPE PLANS
25. STORM YARD INLET (TYP.) (C-512/A4)
26. THAYER WALK, SEE THAYER WALK PROFILE & CROSS SECTIONS
27. EDGE OF PAVEMENT
28. SURFACE MOUNTED GUIDERAIL (90 LF) (C-515/A1)
29. GUARD BOOTH
30. STATIONARY DECORATIVE BOLLARD, 7 TTL (C-508/F6)
31. WATER QUALITY UNIT (C-517/A1/A5/C8)
32. LIMIT OF UNDERGROUND PARKING STRUCTURE
33. SNOW MELT SYSTEM UNDER CONCRETE PAD AREA LIMIT, SEE MECHANICAL
PLANS FOR SNOW MELT SYSTEM DESIGN
34. 15' x 20' FENCE ENCLOSURE FOR 4' x 8' +/- CARDBOARD COMPACTOR
35. POWER PEDESTAL 13 PL, SEE ELECTRIC & COMMUNICATIONS PLAN. THE
CONTRACTOR IS TO COORDINATE THE EXACT CLEARANCE DIMENSION TO
ENSURE FULL OPERABILITY OF THE POWER PEDESTAL BASED ON THEIR
SELECTED PRODUCT.
36. SURFACE MOUNTED BOLLARDS (BOLTED ATTACHMENT), 68 TTL (C-508/D6)
37. FENCE ENCLOSURE W/DOUBLE SWING GATES FOR MECHANICAL EQUIPMENT
(C-509/A9)
38. 6' WIDE BITUMINOUS WALK, (BILLY GOAT TRAIL) (C-507/E5)
39. STONE RETAINING WALL #1 TO MATCH EXISTING (C-501/F6)
40. BUILDING ID SIGNAGE, NIC, DESIGNED, FABRICATED AND INSTALLED BY
WEST POINT DPW
41. BENCHES, SEE LANDSCAPE PLANS
42. PAINTED DIRECTIONAL ARROW (TYP.) (C-508/F8)
43. STAIR TOWER FROM PARKING STRUCTURE
44. TREE/WOODED AREA LIMIT (TYP.)
45. 21'x6' FENCE ENCLOSURE, 7' HIGH (C-510/A3)
46. 20'x10' DUMPSTER STORAGE AREA, INCLUDES SPACE FOR SEPARATE
DUMPSTER IDENTIFIED FOR RECYCLING (C-508/C6)
47. NEW STONE WALL #3A (C-501/E1)
48. NEW STONE WALL #3B (C-501/B6)
49. PARKING STRUCTURE ENTRY GATE SYSTEM, SEE PARKING STRUCTURE
PLANS FOR ENLARGEMENT AND DETAILS
50. PARKING STRUCTURE DRIVE & LOADING DOCK TRENCH DRAIN (C-510/C3)
51. SNOW MELT SYSTEM UNDER CONCRETE PAD AREA LIMIT, SEE MECHANICAL
PLANS FOR SNOW MELT SYSTEM DESIGN
52. 6" WIDE DIAGONAL YELLOW STRIPING 2' O.C. (C-508/C6)
53. DOUBLE 4" WIDE YELLOW STRIPING (TYP.) ( C-508/C6)
54. MECHANICAL EQUIPMENT AREA (TYP.), SEE MECHANICAL PLANS. LOCATE
BOLLARDS CLEAR OF EQUIPMENT ACCESS POINTS, EQUALLY SPACE,
MINIMUM 1' CLEAR OF EQUIPMENT
55. PRECAST CONCRETE UTILITY TRENCH FOR CHILLED WATER EXTENSION
56. RIVER ROUNDS, SEE LANDSCAPE PLANS
57. 6" PVC RADON VENT (SEE MECHANICAL PLANS)
58. FLARED END SECTION WITH SCOUR HOLE (C-514/D5, C-518/A1)
59. CLOCK, SEE LANDSCAPE PLANS
A1
SITE PLAN - NORTH
SCALE: 1"=30'
AutoCAD SHX Text
CBS56
AutoCAD SHX Text
CBS57
AutoCAD SHX Text
CBS 58
AutoCAD SHX Text
CBS 60
AutoCAD SHX Text
CBS 64
AutoCAD SHX Text
CBS 57
AutoCAD SHX Text B10
FIRST FLOOR
163' - 2"
SECOND FLOOR
181' - 2"
THIRD FLOOR
198' - 2"
PARKING LEVEL A
147' - 2"
PARKING LEVEL B
134' - 2"
ROOF
231' - 2"
A-213 B1
A-215 B1
15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
A-214 B1
EXTENT OF PARKING GARAGE
FOURTH FLOOR
215' - 0"
FIRST FLOOR
163' - 2"
SECOND FLOOR
181' - 2"
THIRD FLOOR
198' - 2"
PARKING LEVEL A
147' - 2"
PARKING LEVEL B
134' - 2"
ROOF
231' - 2"
A-210 B1
A-211 B1
A-212 B1
151413121110987654321
EXTENT OF PARKING GARAGE
FOURTH FLOOR
215' - 0"
GENERAL NOTES
1. REFER TO A-231 FOR EXTERIOR MATERIAL SCHEDULE
2. TYPICAL GLAZING GL-1 U.N.O.
3. REFER TO A-550 FOR EXTERIOR ASSEMBLY TYPES
4. FOR STRUCTURAL STEEL ELEVATIONS - REFER TO
STRUCTURAL.
US Army Corps of Engineers ®
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CONFORMED DRAWINGS – CONSTRUCTION AWARD
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3/64" = 1'-0"B1 OVERALL - WEST ELEVATION
3/64" = 1'-0"E1 OVERALL - EAST ELEVATION
24 48 96123648
SCALE: 3/64" = 1'-0"
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#1
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CalligG Rectangle
SECOND FLOOR
181' - 2"
THIRD FLOOR
198' - 2"
PARKING LEVEL A
147' - 2"
PARKING LEVEL B
134' - 2"
ROOF
231' - 2"
A-217 B1
GB GAG F E D C B A
EXTENT OF PARKING GARAGE
FOURTH FLOOR
215' - 0"
FIRST FLOOR
163' - 2"
SECOND FLOOR
181' - 2"
THIRD FLOOR
198' - 2"
PARKING LEVEL A
147' - 2"
PARKING LEVEL B
134' - 2"
ROOF
231' - 2"
A-216 B1
GBGA GFEDCBA
EXTENT OF PARKING GARAGE
PARKING
GARAGE
ENTRANCE
FOURTH FLOOR
215' - 0"
GENERAL NOTES
1. REFER TO A-231 FOR EXTERIOR MATERIAL SCHEDULE
2. TYPICAL GLAZING GL-1 U.N.O.
3. REFER TO A-550 FOR EXTERIOR ASSEMBLY TYPES
4. FOR STRUCTURAL STEEL ELEVATIONS - REFER TO
STRUCTURAL.
US Army Corps of Engineers ®
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CONFORMED DRAWINGS – CONSTRUCTION AWARD
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3/64" = 1'-0"E1 NORTH ELEVATION
3/64" = 1'-0"D1 SOUTH ELEVATION
24 48 96123648
SCALE: 3/64" = 1'-0"
BU
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CalligG Rectangle
SECOND FLOOR
181' - 2"
THIRD FLOOR
198' - 2"
ROOF
231' - 2"
15 13 12 11 10
INT. ROOF
222' - 2"
A4 A-313
A1 A-313
A6 A-313
7B
1C 9B
1A
1A
1B
1B
1B 6A
BB 66BB 66H EC-132A.3 EC-132A.2
14B
EC-144.1 EC-142A.2 EC-134D.2
21 2117 21
TYP.
18 18
24B
24B 24A
6B
1D
TYP.
24B
TYP.
TY
P.
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9"
TY
P.
3'
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TY
P.
9" 4'
0"
1814B
TYP
TYP
TYP
TYP
2'
8"
8' - 0"
1' - 6 1/4" 4' - 0"
3' - 3 1/2" 4' - 0"
3' - 3 1/2" 4' - 0"
2'
8"
TYP.
TYP
TYP
TYP
TYP
24A
18 18
1D
1D
FOURTH FLOOR
215' - 0"
EQ
2' - 0"
EQ
GENERAL NOTES
1. INDICATES WINDOW TYPES, REFER TO A-350 WINDOW TYPES
SERIES
2. INDICATES STONE CLAD BUTTRESS TYPES, REFER TO A-330
BUTTRESS TYPE SERIES
3. REFER TO A-231 FOR EXTERIOR MATERIAL SCHEDULE
4. REFER TO A-445 GUARD HOUSE DRAWINGS FOR GUARD HOUSE
5. FOR ROOF TOP ELEVATIONS BEYOND SEE A-218 THROUGH A-220.M
KEY NOTES
1A WS-1A, ST-1 ON CMU
3A WS-3A, ST-1 ON CFMF
4 WS-4, INSULATED METAL PANEL ON CMU
5 WS-5, AIR AND WATER BARRIER ON MTL STUDS
6A PTD-3A METAL LOUVER
7 ST-1 COPING
8 PTD-6 METAL COPING
9 ST-1 STRING COURSE
10 ST-1 ORNAMENT
3C WS-3C, ST-3 ON CFMF
11 GL-3 GUARDRAIL
1B WS-1B, ST-2 ON CMU
ALL KEY NOTES MAY NOT BE USED
12 OSHA COMPLIANT LADDER
13 SHELF ANGLE
14A ROOF SCUPPER TYPE A, SEE A-581
15 WS-6B
16 PV CELLS N.I.C., SHOWN FOR REFERENCE ONLY
17 CONVENIENCE OUTLET
18 LIGHTING FIXTURE
19 EXTERIOR LANTERN FIXTURE
20 CAMERA
21 CARD READER
22 TELEPHONE
23 CIRCUIT PROTECTOR
24A DUCT PENETRATION; SEE DETAILS C7/567
25 AHU
26 CONTROL JOINTS
3B WS-3B, ST-2 ON CFMF
3D WS-3D, ST-4 ON CFMF
1C WS-1C, ST-3 ON CMU
1D WS-1D, ST-4 ON CMU
27 NOT IN USE
28 PTD-5 STEEL RAIL
29 PTD-5 STEEL STAIR
30 BUILDING EXPANSION JOINT
31 LIMESTONE ON PRECAST
32 RELOCATED EXISTING GROTESQUES
6B PTD-3B METAL LOUVER
24B AERONAUTIC LAB WALL PENETRATION; SEE DETAILS D6/568
33 2 1/2" DIAMETER CAPPED SLEVE PENETRATIONS
34 DOCK LEVELLER,
SEE A-411D.10
14B ROOF SCUPPER TYPE B, SEE A-581
36 INSULATED ALUMINUM HINGED WALL EXPLOSIVE VENT,
SEE MECHANICAL DRAWINGS
7B ST-3 COPING
9B ST-3 STRING COURSE
37 WALL HYDRANT
35 CABLE TRAY
04 8 16268
SCALE: 1/8" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
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A
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A-215
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1/8" = 1'-0"B1 PARTIAL WEST ELEVATION
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SECOND FLOOR
181' - 2"
THIRD FLOOR
198' - 2"
ROOF
231' - 2"
NORTH
ENTRANCE
157' - 10"
G F E D C B A
A7 A-314
INT. ROOF
222' - 2"
A1 A-314
A4 A-314
1B
G G
EC-2C1.4EC-4S1.5
H
19 19
TYP
TYP
1B
1A
3B
3A
3B
3B
3A
3A
6B
6B
SEE STRUCTURAL DRAWINGS
PS-A10.1
24B 24B24B
24B
1'
26 26
1'
A-599 C3
C5 A-599
181818
TYP.
TYP.
TYP.
TYP.
18' - 3 1/2" 18' - 3 1/2" 18' - 3 1/2" 18' - 3 1/2" 19' - 2 7/8"
A6 A-596
TYP
4' - 0" 10' - 4 3/4"
16' - 0" 8' - 10"
2'
7/
8" 2'
8"
3'
1/
8" 2'
8"
24B
24B
24B 24B 24B
4' - 3" 4' - 0"3'
7" 2'
3"
F4 A-558
TYP
TYP
3'
9"
3'
9"
FOURTH FLOOR
215' - 0"
TYP
GENERAL NOTES
1. INDICATES WINDOW TYPES, REFER TO A-350 WINDOW TYPES
SERIES
2. INDICATES STONE CLAD BUTTRESS TYPES, REFER TO A-330
BUTTRESS TYPE SERIES
3. REFER TO A-231 FOR EXTERIOR MATERIAL SCHEDULE
4. REFER TO A-445 GUARD HOUSE DRAWINGS FOR GUARD HOUSE
5. FOR ROOF TOP ELEVATIONS BEYOND SEE A-218 THROUGH A-220.M
KEY NOTES
1A WS-1A, ST-1 ON CMU
3A WS-3A, ST-1 ON CFMF
4 WS-4, INSULATED METAL PANEL ON CMU
5 WS-5, AIR AND WATER BARRIER ON MTL STUDS
6A PTD-3A METAL LOUVER
7 ST-1 COPING
8 PTD-6 METAL COPING
9 ST-1 STRING COURSE
10 ST-1 ORNAMENT
3C WS-3C, ST-3 ON CFMF
11 GL-3 GUARDRAIL
1B WS-1B, ST-2 ON CMU
ALL KEY NOTES MAY NOT BE USED
12 OSHA COMPLIANT LADDER
13 SHELF ANGLE
14A ROOF SCUPPER TYPE A, SEE A-581
15 WS-6B
16 PV CELLS N.I.C., SHOWN FOR REFERENCE ONLY
17 CONVENIENCE OUTLET
18 LIGHTING FIXTURE
19 EXTERIOR LANTERN FIXTURE
20 CAMERA
21 CARD READER
22 TELEPHONE
23 CIRCUIT PROTECTOR
24A DUCT PENETRATION; SEE DETAILS C7/567
25 AHU
26 CONTROL JOINTS
3B WS-3B, ST-2 ON CFMF
3D WS-3D, ST-4 ON CFMF
1C WS-1C, ST-3 ON CMU
1D WS-1D, ST-4 ON CMU
27 NOT IN USE
28 PTD-5 STEEL RAIL
29 PTD-5 STEEL STAIR
30 BUILDING EXPANSION JOINT
31 LIMESTONE ON PRECAST
32 RELOCATED EXISTING GROTESQUES
6B PTD-3B METAL LOUVER
24B AERONAUTIC LAB WALL PENETRATION; SEE DETAILS D6/568
33 2 1/2" DIAMETER CAPPED SLEVE PENETRATIONS
34 DOCK LEVELLER,
SEE A-411D.10
14B ROOF SCUPPER TYPE B, SEE A-581
36 INSULATED ALUMINUM HINGED WALL EXPLOSIVE VENT,
SEE MECHANICAL DRAWINGS
7B ST-3 COPING
9B ST-3 STRING COURSE
37 WALL HYDRANT
35 CABLE TRAY
04 8 16268
SCALE: 1/8" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
U S
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PINNACLE
BP-8
CORNER ORNAMENT
CO-7
LEDGE
UL-9
PILASTER
A
B B
C C
A A
A7 A-338
5' - 8 3/8"
8'
5" 9'
1"
A A
B B
C C
1"
8" 4'
3/ 4"
/4
2'
0"
1" 8"
A1 A-313
Sim
D4 A-568
FIRST FLOOR
163' - 2"
SECOND FLOOR
181' - 2"
THIRD FLOOR
198' - 2"
A
A A
B B
C C
T.O. BUTTRESS
6'
0"
2' - 11"
FOURTH FLOOR
215' - 0"
A
A7 A-338
5' - 8 3/8"
2'
1" 1'
0"
2' - 7 3/8" 3' - 7"
A1 A-313
Sim
A
A7 A-338
3' - 4 5/8" 6" 5' - 8 3/8" 6"
5'
3/
4" 1'
/4
AERO LAB
PENETRATION
A-568 A6
2' - 7 3/8" 3' - 1"
A-567 E1
A-566 C4
Sim
A1 A-313
Sim
EQ 2' - 0" EQ
D6
A
A7 A-338
5'
3/
8"
2'
0" 3'
0"
3/
8"
2' - 0" 1' - 3"6"1' - 3"
2' - 7 3/8" 3' - 1"
A1 A-313
Sim
4" 6"
2'
1"
2' - 7" 6"4"
8 3/8"
A-569 A7
GENERAL NOTES
1. REFER TO A-231 FOR TYPICAL EXTERIOR FINISHES.
2. REFER TO A-584 TO A-596 FOR ORNAMENT AND STONE SHAPE
INFORMATION.
3. ALL BUTTRESS WALLS WS-1 U.N.O.
4. ALL ALTERNATE BUTTRESSES AT BRIDGE TO BE CONSTRUCTED AS ONE
PRECAST PANEL FROM THE SECOND FLOOR UP. NO INDIVIDUAL
ORNAMENTS TO BE TAGGED IN CORRESPONDING BUTTRESS SHEETS.
5. SEALANT FOR CONTROL JOINT TO BE APPLIED AT AIR BARRIER.
02 4 8134
SCALE: 1/4" = 1'-0"
US Army Corps of Engineers ®
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A1 BUTTRESS TYPE H
1/4" = 1'-0"A3 NORTH ELEVATION - BUTTRESS TYPE H
1/4" = 1'-0"A5 WEST ELEVATION - BUTTRESS TYPE H
1/4" = 1'-0"A7 SECTION - BUTTRESS TYPE H
1/4" = 1'-0"A9 FIRST FLOOR PLAN A-A
1/4" = 1'-0"C9 SECOND FLOOR PLAN B-B
1/4" = 1'-0"D9 FOURTH FLOOR PLAN C-C
2 ST-3 FINISH
3 ST-4 FINISH
4 CMU
5 WP-AIR & MOISTURE BARRIER
6 INSULATION
7 STRUCTURAL STEEL - SEE STRUCTURAL
SERIES DRAWINGS
8 EXTERIOR SHEATHING
9 ST-1 VENEER ON PRECAST CONCRETE PANEL
11 ST-1 FINISH
1 ST-2 FINISH
KEY NOTES
ALL KEY NOTES MAY NOT BE USED.
12 SEALANT & BACKER ROD
16 SHEATHING ON COLD FORM FRAMING
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POINTED ARCH
SP-1
QUOIN
SILL
SOUTH S-5
NORTH SP-3
JAMB
J-1
SPANDREL PANEL
SP-2
WINDOW POST
WP-1
SECOND FLOOR
181' - 2"
THIRD FLOOR
198' - 2"
A4 A-314
A A
B B
R .O
R
.O
LP
H
P
2'
6" 6'
/4
3'
3/
4" 6'
3/ 4"
3'
3/
4"
9'
4" 3'
7/ 8"
2' - 4 5/8" 2' - 4 5/8" 2' - 4 5/8" 2' - 4 5/8" 2' - 4 5/8" 2' - 4 5/8" 2' - 4 5/8"
R = 19' - 2 1/8"
A-594 F1
A-595 D1
3'
1/
2"
A1 A-315
SOUTH
ELEVATION
NORTH
ELEVATION
2'
8" 2'
8"
2'
8" 2'
8"
2'
8" 2'
8"
2'
8" 2'
5/ 8"
5'
4" 5'
4"
5'
4" 5'
4"
2'
5/
8"
3' - 3 3/4" 3' - 4" 1' - 2 1/4" 1' - 2 1/4"
3' - 4" 3' - 3 3/4"
FOURTH FLOOR
215' - 0"
11' - 4 5/8" 11' - 4 5/8"
22' - 9 1/4"
INSULATED METAL SPANDREL
PANEL BY WINDOW
MANUFACTURER, FINISH
BLACK
1'
2' - 10 3/4"
R.O. R.O.
7' - 10"
3' - 2 1/2"
3' - 2 1/2"
7' - 10"
1'
3/
8"
A-567 A1
A-567 E1
1' - 0"1' - 2" 1' - 2"
1'
3/
8"
R.O. R.O.
7' - 10"
3' - 2 1/2"
7' - 10"
3' - 2 1/2"
1'
3/
8"
1' - 2" 1' - 0" 1' - 2"
1'
3/
8"
GENERAL NOTES
1. REFER TO 1/A-231 FOR TYPICAL EXTERIOR FINISHES.
2. TYPICAL GLAZING GL-1 U.N.O.
3. REFER TO A-566 TO A-569 FOR WINDOW JAMB DETAILS.
4. REFER TO ENLARGED FLOOR PLANS FOR INTERIOR FURRING TYPES.
5. REFER TO A-584 TO A-596 FOR ORNAMENT AND STONE SHAPE
INFORMATION.
KEY NOTES
1 ST-1 FINISH
2 ST-2 FINISH
3 CMU
4 WP-AIR & MOISTURE BARRIER
5 INSULATION
6 ALUMINUM FRAMED WINDOW SYSTEM
7 ALUMINUM FRAMED DOORS
8 EXTERIOR SHEATHING
9 SLIDING GLASS DOORS
ALL KEY NOTES MAY NOT BE USED.
10 GLASS DOORS
11 STRUCTURAL STEEL - SEE STRUCTURE SERIES DRAWINGS
12 GLASS GUARD RAIL
13 WOOD DOORS & FRAME
14 WOOD FRAMED WINDOWS
15 INSULATION
16 AUTOCLAVED AEREATED CONCRETE THERMO BLOCK
FIRST 4'-0"
17 STEEL TO BE PROVIDED BY STONE MANUFACTURER
18 PTD-5 STEEL RAIL
19 ST-1 VENEER ON PRECAST CONCRETE PANEL
20 STONE VENEER PRECAST PANEL JOINT
21 RS-1
8 16 3241216
SCALE: 1/16" = 1'-0"
002 4 8134
SCALE: 1/4" = 1'-0"
04 8 16268
SCALE: 1/8" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
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A1 WINDOW TYPE 5
1/4" = 1'-0"A4 ELEVATION - WINDOW TYPE 5
1/4" = 1'-0"A7 SECOND FLOOR PLAN A-A
1/4" = 1'-0"B7 THIRD FLOOR PLAN B-B
R ev is ed W in do w E xt en ts
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GENERAL NOTES
1. REFER TO A-550 & A-551 TYPICAL ASSEMBLY TYPES FOR
TYPICAL ANNOTATIONS AND DIMENSIONS
2. REFER TO A-231 FOR EXTERIOR FINISH SCHEDULE
3. REFER TO INTERIORS SERIES FOR INTERIOR
CONSTRUCTION.
7'
10A
7B
7A
7" 1' - 2" 1' - 1"
2" 5"
7" 5" 2" 4" 7" 7" 2"
1/ 8"
1'
1/
8" 1'
7/ 8"
2"
1'
1/
4" 1'
1/ 8"
J-2 PROFILE
4"
2'
3/
8"
1' - 8 3/8" 111
7A
10A
8"
1 59
WP-2 PROFILE
7'
10A
7A
7B
5"7"
5"
7" 1' - 1 1/4" 1' - 4 3/4"
J-3 PROFILE
5/
8" 3/
8"
5/ 8"
5" 2"
1'
4" 5"
2" 4"
4"2"
7A
/8
2 1/2"1' - 1"2 1/2"
1/2"
1/ 4"
1' - 0"
WP-3A PROFILE
/2
5" 2"
4"
10A
7A
5/ 8"
J-4 PROFILE
KEY NOTES
1 AIR AND MOISTURE BARRIER
2 BACKER ROD AND SEALANT
3 CMU
ST-1 FINISH
COVER BOARD
INSULATION - INS-1 MINERAL WOOL
DRAINAGE MAT
SS STONE ANCHOR W/ DOUBLE SIDED PINS
SHELF ANGLE OR BENT PLATE 2/3
BEARING - SEE STRUCTURAL DRAWINGS
2-PART METAL FLASHING
COLD FOARMED METAL FRAMING
CONCRETE ON METAL DECK - SEE
STRUCTURAL DRAWINGS
PENCIL WEEP W/ WICK
BOND BEAM
CONCRETE BOLT
SBS FINISH PLY
SBS INTERPLY
PMMA LIQUID FLASHING
POUR STOP
METAL FLASHING
INSULATED GLAZING UNIT
WINDOW HEAD
WINDOW SILL
WINDOW INTERMEDIATE MULLION
NON-SHRINK GROUT
SS THROUGH WALL FLASHING
PROTECTION BOARD
COMPRESSIBLE PAD
ST-4 FINISH
STONE ANCHOR, NON-ADJUSTABLE
METAL DRIP EDGE
FILLET SEALANT
PRESSURE TREATED WOOD BLOCKING
CONCRETE PAVERS ON PEDESTALS
STOREFRONT ANCHOR
SHIM AS REQUIRED
UNILOCK LARGE FORMAT PAVERS
SAND
HEAT TRACE
TUBE WEEPS
MORTAR NET
FILTER FABRIC
CAST-IN-PLACE CONCRETE
PRECAST ANCHORAGE - DELEGATED
DESIGN
INSULATION - INS-4 POLYISO
SEALANT, SELF LEVELING
STEEL PLATE - SEE STRUCTURAL
DRAWINGS
(2) SBS BASE PLIES
SMOKE SEAL
INSULATION - INS-6 MINERAL WOOL FOIL
FACED
STONE ANCHOR - ADJUSTABLE
FIREPROOFING
ALL KEY NOTES MAY NOT BE USED
BLINDSIDE WATERPROOFING
PRECAST CONCRETE
EXTERIOR SHEATING
MP-1 INSULATED METAL PNL
ST-3 FINISH
ST-2 FINISH
INSULATION - INS-2 EXTRUDED
POLYSTYRENE XPS
STRUCT. STEEL - SEE STRUCT.
SERIES DWGS.
WINDOW JAMB
STUCCO AND FINISH
AIR SPACE
STONE ANCHOR-ENGINEERED
METAL BACKPAN
INTERMITTENT REINFORCING CLIPS
TAPE
CURTAIN WALL DOOR JAMB
PROTECTION MAT
DRAINAGE PLATE
SEPARATION FABRIC
EXTENSIVE SOIL MIX
PLANT
VAPOR BARRIER
CRUSHED STONE SEE
CIVIL/STRUCTURAL DRAWINGS
INSULATION, INS-5
SPRAY FOAM W/ INTUMESCENT FINISH
SS TUBE
SS COVER PLATE
SS FLEXIBLE HOSE
RESILIENT BOLT
LINTEL W/REINFORCING STL
SS ANGLE
SS ANGLE AROUND DUCT ON ALL SIDES
W/ SS ANCHOR BOLTS @ 8" OC MAX
METAL SLEEVE
SS SLEEVE W/ FLANGE
EMBED IN BED OF SEALANT
WS-7
FOUNDATION WATERPROOFING
GUARD RAILING SEE SHEET A-581
FOR INFO.
SCUPPER
END DAM
GASKETED DOOR SADDLE
EXPANSION JOINT BELOW
STARTER EXTRUSION
CONCEALED CLIP
SPLICE PLATE
COPING COVER
EXPANSION JOINT & PRECOMPRESSED
SEALANTS
GREEN TRAY SYSTEM
ROOT BARRIER
WINDOW CORNER MULLION
3 WAY BONDING DOVETAIL FLASHING
7A
7B
7C
7D
10A
10B
27A
INSULATION - INS-8 BLDG INSULATION
BLANKET
10E
INSULATION - INS-9 RIGID THERMOSET INS10F
GLAZING104
RAILING SHOE105
SS RAILING TOP TRACK106
METAL CAP107
STONE SCUPPER108
SPANDREL PANEL BY CW MFG109
METAL PANEL BY WINDOW
MAUNFACTURER
STEEL TUBE BY STONE
MANUFACTURER110
WOOD DOOR AND FRAME111
ROOFING SYSTEM COMBINED AIR
BARRIER & VAPOR RETARDER27B
RS-3112
ALUMINUM EXTRUDED COVER PLATE
BY WINDOW MANUFACTURE113
114 WS-5
INSULATION - POLYISOCYANURATE10D
115 WATERPROOFING MEMBRANE
116 PERIMETER FIRE BARRIER SYSTEM CLIP
117 Z-GIRTSTRAP ANCHOR SEALED ALL AROUND53
A
3/
8"
120NOTE: FOR WINDOW
TYPE 6 JAMB DETAIL,
REFER TO C4/ A-566
2' - 0"
10E
10A20
AS
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W S-
1B
AS
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2' - 2" 10E
THERMAL INSULATION,
CONTINUOUS ON ALL
FOUR SIDES TYP
4'
0"
2' - 0"
D4 A-568
TYP
4"
AS
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W S-
1B
TY
P
3/
4"
TYP
1 3/4"
TYP
2 1/4"
TY
P
1/
4"
EXTERIOR ELEVATION VIEW
SECOND FLOOR
181' - 2"
A
4'
0"
4'
2"
SEE SCHEDULE
WS-1B
4"
9"
4"
10A
59122
10E
INSULATION,
CONTINUOUS ON
ALL FOUR SIDES
10E
120 1/4" THICK STAINLESS STEEL COVER
PLATE, #4 FINISH
121 STAINLESS STEEL COUNTERSUNK
FASTERNER, TYP
122 1/2" THICK STAINLESS STEEL,
SHOP FABRICATED, FOUR SIDED
SLEEVE BOX
123 1/2" THICK CONTINUOUS
STAINLESS STEEL, SHOP
FABRICATED, WELDED TO
SLEEVE BOX, SURROUNDING
ALL FOUR SIDES OF OPENING.
PROVIDE MITRE WELDED
CORNERS.
124 SOUND SEALANT, EXTERIOR
GRADE
125 LINTEL, SEE STRUCTURAL
DRAWINGS
126 COLD FORMED FRAMING STUDS
127 HONED STONE FINISH, TYP
128 ROCK PITCHED STONE FINISH, TYP
129 INTERIOR COVER, REFER TO
E1/ A-412F.31 & A5/ A-533
SCALE: 1 1/2" = 1'-0"
US Army Corps of Engineers ®
SHEET ID
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CONFORMED DRAWINGS – CONSTRUCTION AWARD
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1 1/2" = 1'-0"D1 PLAN DETAIL
1 1/2" = 1'-0"F4 PLAN DETAIL
1 1/2" = 1'-0"A1 PLAN DETAIL
1 1/2" = 1'-0"A4 PLAN DETAIL
1 1/2" = 1'-0"A6 PLAN DETAIL
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1 1/2" = 1'-0"D6 PLAN DETAIL
1 1/2" = 1'-0"D4 SECTION DETAIL
INTERIOR
EXTERIOR
INTERIOR
EXTERIOR
SECOND FLOOR
181' - 2"
B
4' - 7 1/2" 3' - 2 1/2"
ROUGH WIDTH
7' - 10"
R O
U G
H H
E I G
H T
6'
/4
3'
/2
2'
3/
4" 4'
1/ 2"
3' - 2 1/2" 4' - 7 1/2"
ALIGN INTERIOR
ACOUSTICAL WINDOWS W/
EXTERIOR WINDOWS
SEE A-611 FOR WINDOW SCHEDULE & FRAME
TYPES FOR WINDOW SCHEDULE
SEE A-617 FOR ACOUSTICAL WINDOW DETAILS
4'
1/
2" 2'
3/ 4"
3'
/2
R O
U G
H H
EI
G
H T
6'
/4
ROUGH WIDTH
7' - 10"
REMOVABLE PANEL FOR
FUTURE WIND TUNNEL
DUCTWORK TO EXTERIOR
SECOND FLOOR
181' - 2"
13 13.5
3' - 5 3/4" 3' - 7 3/4"
ROUGH WIDTH
7' - 1 1/2"
R O
U G
H H
EI
G
H T
7'
6" 2'
6"
ROUGH WIDTH
7' - 1 1/2"
3' - 7 1/4" 3' - 6 1/4"
R O
U G
H H
EI
G
H T
7'
6"
ROUGH WIDTH
3' - 2"
R O
U G
H H
EI
G
H T
7'
6" 2'
6"
ALIGN INTERIOR ACOUSTICAL
WINDOWS W/ EXTERIOR WINDOWS
SEE A-611 FOR WINDOW SCHEDULE & FRAME TYPES FOR WINDOW SCHEDULE
SEE A-617 FOR ACOUSTICAL WINDOW DETAILS
STRUT CEILING
GRID SYSTEM
2'
3/
4" 4'
/4
2'
3/
4" 4'
/4
2'
3/
4" 4'
/4
2'
3/
4" 4'
/4
2'-0"W X 4'-0"H ACOUSTICAL
REMOVABLE ACCESSIBLE
PANEL; CENTER ON
GROUP OF EXTERIOR
WALL PENETRATIONS
A5 A-533
TYP
EQEQ2' - 6" EQ EQ 4' - 11"1' - 11"
2'
0" 1
SECOND FLOOR
181' - 2"
1313.5
STRUT CEILING
GRID SYSTEM
1' - 0"
A1 A-538
SIM F8
A-548
C6 A-548
A-548 C8
A-548 F6
WRITABLE
SURFACES; SEE
INTERIORS SHEETS
FOR TYPES
PROJECTOR & PULL DOWN
SCREEN; REF A/V DWGS
BOOKBAG HOOKS
4' - 11 1/2"
1' - 0"
18' - 0"
EQEQ
TYP
1' - 4"
2'
0"
FC1-48FC1-48FC1-48
ALIGN CL
M# EXTENT. REF SECTOR PLANS
FOR TYPE AND A-402 FOR
FURTHER INFORMATION.
18' - 2" VIF
SECOND FLOOR
181' - 2"
2'-0" 1'-4"
BOOKBAG HOOKS
2'
6" 2'
6"
OPEN TO BEYOND
02 4 8134
SCALE: 1/4" = 1'-0"
US Army Corps of Engineers ®
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CONFORMED DRAWINGS – CONSTRUCTION AWARD
KEY PLAN
SCALE: 1/4" = 1'-0"A-412F.31
REF SHEET: A-412F.30
SECOND FLOOR AERONAUTICAL - NORTH ELEVATIONE6
SCALE: 1/4" = 1'-0"A-412F.31
REF SHEET: A-412F.30
SECOND FLOOR AERONAUTICAL - WEST ELEVATIONE1
SCALE: 1/4" = 1'-0"A-412F.31
REF SHEET: A-412F.30
SECOND FLOOR AERONAUTICAL - EAST ELEVATIONC1
SCALE: 1/4" = 1'-0"A-412F.31
REF SHEET: A-412F.30
SECOND FLOOR AERONAUTICAL - WEST ELEVATION 2C6
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File details come from the government source that posted it. Updated .