W912QR20R0045Plans-0001.pdf
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- Attached to
- Consolidated Mission Complex (CMC), Phase 3 at Warner Robins Air Force Base (AFB), Georgia
- Solicitation number
- W912QR20R0045
About this file
This solicitation is for the construction of a Consolidated Mission Complex (CMC), Phase 3 located at Warner Robins Air Force Base in Georgia. The project cost is estimated between $25 million to $100 million. This is a Full-and-Open procurement requiring the HUBZone 10% price evaluation in accordance with FAR 19.1307. The NAICS code is 236220 with a size determination of $39.5 million. Funds are not presently available and no contract award will be made until appropriated funds are available. Offerors must register in the System for Award Management, which combines the former Central Contractor Registration and Online Representations and Certifications Application. Technical inquiries should be submitted through Bidder Inquiry in ProjNet. The Army Corps of Engineers Engineering District Louisville is the agency for this project.
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3' - 0"
R VALUE = R-14
PREFINISHED INSULATED METAL PANEL - TYPE A
R VALUE = R-13
PREFINISHED INSULATED METAL PANEL - TYPE B
1' - 0"
/2
/2
191 190
LEVEL 1
96'-8"
LEVEL 1
96'-8"
LEVEL 2
112'-0"
T.O. PARAPET
132'-0"
PH 1 - LEVEL 1
100'-0"
456789101112 3 2 113 E.L
A-201
A1 _______________
A-201
C1
A-201
E1
116'-6"
T.O. PARAPET
LEVEL 1
96'-8"
LEVEL 2
112'-0"
T.O. PARAPET
132'-0"
PH 1 - LEVEL 1
100'-0"
44.5 3 2 13.73.9 1.52.5 E.L
A1
A-301
170204202208
0.63.33.6
A-440
E1
206242
(TYP)
20'-0" 428
2'-4"4'-6"
LEVEL 1
96'-8"
LEVEL 2
112'-0"
T.O. PARAPET
132'-0"
4.555.566.578
C1 A-301
208216 228
(TYP)_______________
A-430
A1
4.77.3
(TYP) (TYP)
7.6
LEVEL 1
96'-8"
LEVEL 2
112'-0"
T.O. PARAPET
132'-0"
99.51010.51111.51212.513 8.5
208 216 230 216
(TYP) (TYP)
116'-6"
T.O. PARAPET
12.612.9
SCALE: 3/64"=1'-0"
1632 32
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GENERAL NOTES - ELEVATIONS
A REFER TO A-603, A-604 AND A-605 FOR DOOR TYPES
B MANUFACTURER PRODUCTS INDICATED AS A BASIS OF
DESIGN. PRODUCTS SELECTED ESTABLISH A MINIMUM
LEVEL OF ACCEPTABLE QUALITY.
KEYNOTES
160 THRU-WALL SCUPPER WITH 6" CIRCULAR PREFINISHED
METAL DOWNSPOUT AND 1'-10" x 2'-0" COLLECTOR HEAD
166 THRU-WALL OVERFLOW SCUPPER
170 2" EXPANSION JOINT, REFER STRUCTURAL
190 22ga G-90 GALVANIZED STEEL FACE AND LINER
191 FOAMED-IN-PLACE POLYISO INSULATED CORE
192 DUMPSTER ENCLOSURE, REFER A-442
201 FINISH GRADE, REFER CIVIL
202 2 1/2" SMOOTH INSULATED METAL WALL PANEL (R-14) WITH
1/2" REVEAL; TYPE A
204 BRICK VENEER WALL SYSTEM (R-17)
206 PREFINISHED METAL CANOPY SYSTEM
207 PREFINISHED 2 1/2" CORRUGATED INSULATED METAL WALL
PANEL SYSTEM (R13); TYPE B
208 ALUMINUM WINDOW SYSTEM WITH BLAST RESISTANT,
LOW-E, TINTED, INSULATED GLAZING
216 MASONRY CONTROL JOINT
228 CAST STONE BANDING
230 CAST STONE SILL RE: B9/A-310
235 BUILDING NUMBER SIGNAGE, REFER INTERIORS (EX-5)
238 SCREEN WALLS AND FENCE SHOWN DASHED FOR CLARITY
242 LIGHT FIXTURE, REFER ELECTRICAL
245 EDGE OF BUILDING - PHASE 1
254 METAL CONTROL JOINT
263 PAINTED STEEL PICKET FENCE
273 THRU-WALL SCUPPER WITH 6" CIRCULAR PREFINISHED
METAL DOWNSPOUT AND 2'-0" x 2'-8" COLLECTOR HEAD, TYP
402 1 1/2" O.D. GALVANIZED PAINTED STEEL GUARDRAIL /
HANDRAIL
428 REMOVABLE SECTION OF GUARDRAIL
SCALE: 3/32"=1'-0"
816 16
EXTERIOR FINISH SCHEDULE
ITEM
CODE DESCRIPTION MANUFACTURER MODEL COLOR LOCATION
EX-1 BRICK CHEROKEE BRICK & TILE CO. MODULAR MS VELOUR RED WALLS (EXTERIOR)
EX-2 ROOF JOHNS MANVILLE PVC - 60 MIL WHITE ROOF
EX-3 METAL PANEL CENTRIA --- 995 CAMBRIDGE
WHITE
INSULATED METAL PANELS, COLUMN
COVERS, PARAPET COPING
EX-4 METAL PANEL CENTRIA --- 142 SURREY BEIGE INSULATED METAL PANELS
EX-5 PAINT/ COATING --- --- DARK BRONZE DOOR/ WINDOW FRAMES, TRIM &
DOWNSPOUTS, MISC. METALS
SCALE 3/64" = 1'-0"
F1 OVERALL ELEVATION - NORTH
SCALE 3/32" = 1'-0"
E1 PARTIAL ELEVATION
SCALE 3/32" = 1'-0"
C1 PARTIAL ELEVATION
SCALE 3/32" = 1'-0"
A1 PARTIAL ELEVATION
A
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CERTIFIED FINAL DESIGNCERTIFIED FINAL DESIGN
W
2Q R
R
-0
1/2" 1/4"
/8
/8
7 5/8"
6 5/8" 1"
T.O. PARAPET
132'-0"
J
M
IN
1'-2 1/2"
J
388 308
F2
1'-6"
LEVEL 1
96'-8"
LEVEL 2
112'-0"
T.O. PARAPET
132'-0"
J
A-310
A2 SIM
A-310
D7
A-310
A7
1'-2 1/2"
A-607
A4
A-607
E4
A-607
E2
A-607
A4
LEVEL 2
112'-0"
J
1'-6"
LEVEL 1
96'-8"
J
" 355
1'-6"
LEVEL 1
96'-8"
LEVEL 2
112'-0"
T.O. PARAPET
132'-0"
J
A-310
A2
A-310
F7
A-310
D7
A-310
A7
1'-2 1/2"
LEVEL 1
96'-8"
LEVEL 2
112'-0"
T.O. PARAPET
132'-0"
A 0.A
2'-1"
A-313
D2 SIM
A-310
A2 SIM
A-607
E2
F2 F2
OH
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KEYNOTES
161 PREFINISHED METAL PARAPET COPING WITH
CONCEALED LAP JOINTS
201 FINISH GRADE, REFER CIVIL
202 2 1/2" SMOOTH INSULATED METAL WALL PANEL (R-14)
WITH 1/2" REVEAL; TYPE A
203 PREFINISHED ALUMINUM SUNSHADE (EX-5), REFER
A-561
204 BRICK VENEER WALL SYSTEM (R-17)
205 CAST STONE COPING
207 PREFINISHED 2 1/2" CORRUGATED INSULATED METAL
WALL PANEL SYSTEM (R13); TYPE B
208 ALUMINUM WINDOW SYSTEM WITH BLAST RESISTANT,
LOW-E, TINTED, INSULATED GLAZING
228 CAST STONE BANDING
230 CAST STONE SILL RE: B9/A-310
301 STEEL JOIST, REFER STRUCTURAL
302 STEEL BEAM, REFER STRUCTURAL
303 REINFORCED CONCRETE SLAB, REFER STRUCTURAL
304 REINFORCED CONCRETE SLAB ON METAL DECK,
REFER STRUCTURAL
308 CEILING AS SCHEDULED
310 BELOW GRADE ELASTOMERIC SHEET WATER
PROOFING WITH PROTECTION BOARD, EXTEND TO
BOTTOM OF FOOTING
340 1" SUBGIRT FRAMING SYSTEM
341 STEEL BENT PLATE, REFER STRUCTURAL
342 METAL DECK, REFER STRUCTURAL
343 5 7/8" RIGID INSULATION (R33)
344 TREATED WOOD NAILERS
346 TAPERED RIGID INSULATION
347 PVC ROOFING MEMBRANE, EXTEND UP ROOF 12" MIN
348 PVC FLASHING MEMBRANE; LAP PVC ROOFING
MEMBRANE 8" MIN, EXTEND UP PARAPET AND LAP AIR
BARRIER
350 6" METAL STUDS @ 16" O.C.
351 5/8" GYPSUM BOARD
352 TREATED WOOD BLOCKING, SLOPED TO DRAIN
353 CONTINUOUS METAL CLEAT
354 BATT INSULATION (R19)
355 THRU-WALL FLASHING WITH DRIP EDGE, PROVIDE
MORTAR LEAN IN CAVITY AND WEEPS FOR POSITIVE
DRAINAGE
357 8" TALL x 2" THICK CAVITY DRAINAGE MATERIAL
363 PVC ROOF MEMBRANE
364 PVC FLASHING MEMBRANE
387 THRU-WALL FLASHING WITH DRIP EDGE, PROVIDE
WEEPS FOR POSITIVE DRAINAGE
388 PREFINISHED METAL FLASHING WITH DRIP EDGE
502 AIR SPACE
503 FLUID APPLIED AIR BARRIER
504 1" RIGID INSULATION (R-5)
505 1/2" EXTERIOR SHEATHING
506 STEEL COLUMN, REFER STRUCTURAL
508 6" METAL STUDS @ 16" O.C. WITH 6" BATT INSULATION
(R-19)
544 INFILL CAVITY AREA WITH 6" METAL STUDS @ 16" O.C.
AND 6" BATT INSULATION
562 PVC ROOF MEMBRANE, EXTEND UP BLOCKING AND LAP
BRAKE METAL
615 UNDER SLAB VAPOR BARRIER
SCALE: 3/8"=1'-0"
24 4
SCALE 3" = 1'-0"
B9 SILL DETAIL
SCALE 1 1/2" = 1'-0"
A2 SECTION DETAIL
SCALE 1 1/2" = 1'-0"
F7 SECTION DETAIL
SCALE 3/8" = 1'-0"
A1 WALL SECTION
SCALE 1 1/2" = 1'-0"
D7 SECTION DETAIL
SCALE 1 1/2" = 1'-0"
A7 SECTION DETAIL
SCALE 3/8" = 1'-0"
A4 WALL SECTION
6"6"
SCALE: 3"=1'-0"
04 2
SCALE 3/8" = 1'-0"
A8 WALL SECTION
A
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CERTIFIED FINAL DESIGN CERTIFIED FINAL DESIGN
W
2Q R
R
-0
LEVEL 1
96'-8"
C
A-310
A7
A-311
A7
118'-8"
T.O. PARAPET
1'-2 1/2"
A-607
A4
PH 1 - LEVEL 1
100'-0"
E.L
A-311
E3
A-311
E5
E3
2"
B1
A-446
E.L
M
IN
EJ
2"
M
IN
1'-1"
E3
PH 1 - LEVEL 1
100'-0"
E.L
1'-1"
LEVEL 1
96'-8"
F
A-311
A9
1'-2 1/2"
A-310
A7
SIM
LEVEL 1
96'-8"
LEVEL 2
112'-0"
T.O. PARAPET
132'-0"
12.5
A-310
A2 SIM
A-310
F7
A-310
D7
A-310
A7
1'-4 1/2"
F2
F2
F
M
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1'-2 1/2"
C
M
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1'-2 1/2"
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KEYNOTES
356 6"x5"x1/4" STEEL ANGLE LINTEL, LLH; PAINT BOTTOM OF STEEL
ANGLE
357 8" TALL x 2" THICK CAVITY DRAINAGE MATERIAL
366 PREMOLDED JOINT FILLER
387 THRU-WALL FLASHING WITH DRIP EDGE, PROVIDE WEEPS FOR
POSITIVE DRAINAGE
388 PREFINISHED METAL FLASHING WITH DRIP EDGE
398 REMOVE EXISTING BRICK AND INSULATION AS NECESSARY TO
INSTALL PREFINISHED METAL FLASHING. PROVIDE WEEPS IN
BRICK EVERY 24" O.C. PROVIDE FLUID APPLIED BARRIER AND
ENSURE AIR BARRIER LAPS ALL AFFECTED LOCATIONS
MINIMUM 4". SEAL ALL PENETRATIONS INTO EXISTING WALL.
502 AIR SPACE
503 FLUID APPLIED AIR BARRIER
504 1" RIGID INSULATION (R-5)
505 1/2" EXTERIOR SHEATHING
512 5/8" EXTERIOR GRADE PLYWOOD
544 INFILL CAVITY AREA WITH 6" METAL STUDS @ 16" O.C. AND 6"
BATT INSULATION
599 SELF ADHERED FLASHING MEMBRANE, EXTEND UP WALL
MINIMUM 8" AND LAP WITH FLUID APPLIED AIR BARRIER
KEYNOTES
161 PREFINISHED METAL PARAPET COPING WITH CONCEALED LAP
JOINTS
162 PVC ROOFING MEMBRANE ON TAPERED RIGID INSULATION
ROOF CRICKETS (TYP)
163 PVC ROOFING MEMBRANE ON 1/2" PROTECTION BOARD ON (2)
2.9" RIGID INSULATION (R-33) (TYP)
181 PROVIDE SHEET AIR BARRIER BETWEEN LAYERS OF GYPSUM
BOARD. CONTINUE INTO CAVITY TO LAP WITH EXTERIOR FLUID
APPLIED AIR BARRIER.
201 FINISH GRADE, REFER CIVIL
202 2 1/2" SMOOTH INSULATED METAL WALL PANEL (R-14) WITH 1/2"
REVEAL; TYPE A
204 BRICK VENEER WALL SYSTEM (R-17)
205 CAST STONE COPING
207 PREFINISHED 2 1/2" CORRUGATED INSULATED METAL WALL
PANEL SYSTEM (R13); TYPE B
228 CAST STONE BANDING
245 EDGE OF BUILDING - PHASE 1
252 CONCRETE SLAB; REFER STRUCTURAL AND CIVIL
301 STEEL JOIST, REFER STRUCTURAL
302 STEEL BEAM, REFER STRUCTURAL
303 REINFORCED CONCRETE SLAB, REFER STRUCTURAL
304 REINFORCED CONCRETE SLAB ON METAL DECK, REFER
STRUCTURAL
308 CEILING AS SCHEDULED
310 BELOW GRADE ELASTOMERIC SHEET WATER PROOFING WITH
PROTECTION BOARD, EXTEND TO BOTTOM OF FOOTING
332 PREFINISHED METAL EXPANSION JOINT COVER
335 FLEXIBLE VAPOR RETARDER WITH COMPRESSIBLE INSULATION
340 1" SUBGIRT FRAMING SYSTEM
341 STEEL BENT PLATE, REFER STRUCTURAL
342 METAL DECK, REFER STRUCTURAL
343 5 7/8" RIGID INSULATION (R33)
344 TREATED WOOD NAILERS
345 1/2" PROTECTION BOARD
348 PVC FLASHING MEMBRANE; LAP PVC ROOFING MEMBRANE 8"
MIN, EXTEND UP PARAPET AND LAP AIR BARRIER
352 TREATED WOOD BLOCKING, SLOPED TO DRAIN
353 CONTINUOUS METAL CLEAT
354 BATT INSULATION (R19)
SCALE: 3/8"=1'-0"
24 4SCALE 3/8" = 1'-0"
A3 WALL SECTION
SCALE 3/8" = 1'-0"
A1 WALL SECTION
SCALE 1 1/2" = 1'-0"
E3 SECTION DETAIL
SCALE 1 1/2" = 1'-0"
E5 SECTION DETAIL
SCALE 3/8" = 1'-0"
A5 WALL SECTION
SCALE 3/8" = 1'-0"
A2 WALL SECTION
SCALE 1 1/2" = 1'-0"
A9 SECTION DETAIL
SCALE 1 1/2" = 1'-0"
A7 SECTION DETAIL
A
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1 1
CERTIFIED FINAL DESIGN CERTIFIED FINAL DESIGN
W
2Q R
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-0
3.9
F
G
2.5
.1
A
.3
A
.2
A
.1
214 214
214214
A-440
F6
A-440
E1
MECH YARD
100A
A6
A-440
S L O
P E
7"1" 11'-5"9'-10"1'-6"9'-10"5'-6"9'-10"3'-1"
51'-8"
LEVEL 1
96'-8"
G A6
A-440
M A
X
5" MAX
LEVEL 1
96'-8"
3.9 2.5
445445452 438438 437 440445201
M A
X
6"2'-7"6"9'-4"6"5'-0"6"9'-4"6"1'-0"6"9'-4"6"10'-11"6"5"
438438438438 440452
LEVEL 1
96'-8"
M A
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TRUE NORTH
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P R
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A-440
E N
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KEYNOTES
157 MECHANICAL PIPE, REFER MECHANICAL
201 FINISH GRADE, REFER CIVIL
214 MECHANICAL EQUIPMENT, REFER MECHANICAL
258 REFER CIVIL FOR MECHANICAL YARD SLOPE.
267 EDGE OF BUILDING
302 STEEL BEAM, REFER STRUCTURAL
431 6"x6"x1/4" PAINTED STEEL TUBE POST; PROVIDE BASE
PLATES AND ANCHOR WITH CONCRETE ANCHORS
433 3/4" 14ga PAINTED STEEL PICKETS SPACED 4" O.C.
(TYP)
437 1/4" STEEL PLATE WITH EASED EDGES FOR HINGED
HASP AND STAPLE FOR PAD LOCK; GALVANIZED AND
PAINTED
438 1/2" DIA. GALVANIZED STEEL FOOT BOLTS THROUGH (2)
WALL BUSHINGS
440 2" STEEL PLATE PIVOT HINGE WITH NON-REMOVEABLE
3/4" DIA. ROD PIN; PROVIDE MINIMUM OF 3 PER GATE
445 2" 14ga PAINTED STEEL TUBE TOP, MID, AND BOTTOM
RAILS
452 6" x 6" x 1/4" PAINTED STEEL TUBE POST; PROVIDE
BASE PLATES AND ANCHOR WITH CONCRETE
ANCHORS
608 CHAIN LINK ENCLOSURE, REFER STRUCTURAL FOR
FRAMING
SCALE 1/4" = 1'-0"
A1 ENLARGED MECHANICAL YARD
SCALE 1/4" = 1'-0"
F6 MECH YARD ELEVATION
SCALE 1/4" = 1'-0"
E1 MECH YARD ELEVATION
SCALE 3/4" = 1'-0"
A6 WALL SECTION 0
SCALE: 3/4"=1'-0"
12 2
1 11
A
M E
N D
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CERTIFIED FINAL DESIGN CERTIFIED FINAL DESIGN
W
2Q R
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-0
12.5 13
E
1412.6
MECH YARD
100B
B
.1
258258
A-441
C1
A-441
E1
A4
A-441
30'-8"
1'-2"14'-2"6"2'-8"4'-10"4'-10"2'-0"
LEVEL 1
96'-8"
13 1412.6 13.112.9 A4
A-441
201445438
15'-4" 15'-4"
445433
LEVEL 1
96'-8"
D.8
9'-4" 2" 3 1/2"
LEVEL 1
96'-8"
LEVEL 1
96'-8"
D D.8
93'-4"
445438440
15'-4"
LEVEL 1
96'-8"
A9
A-441
93'-4"
22'-0"
D
D.8
MECH YARD
100C
A-441
C6
A-441
E6
A9
A-441
100C.1
132.1
L-2
1'-8" 22'-0"
SLOPE
5"
D
93'-4"
TRUE NORTH
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SCALE 1/4" = 1'-0"
A1 ENLARGED MECHANICAL YARD
SCALE 1/4" = 1'-0"
C1 ELEVATION
SCALE 1/4" = 1'-0"
E1 ELEVATION
SCALE 1/2" = 1'-0"
A4 WALL SECTION
KEYNOTES
148 8" CMU WALL
157 MECHANICAL PIPE, REFER MECHANICAL
201 FINISH GRADE, REFER CIVIL
204 BRICK VENEER WALL SYSTEM (R-17)
205 CAST STONE COPING
213 BRICK VENEER AT MECHANICAL YARD (EX-1)
214 MECHANICAL EQUIPMENT, REFER MECHANICAL
224 8" CAST STONE COPING; SLOPE TO DRAIN; PROVIDE
MINIMUM TWO STAINLESS STEEL VERTICAL DOWEL
ANCHORS PER STONE
229 MECHANICAL ENCLOSURE; PAINTED STEEL PICKET
FENCE AND GATE
234 MECHANICAL YARD ENCLOSURE WITH CHAIN LINK,
REFER STRUCTURAL
244 SIGNAGE, REFER INTERIORS
258 REFER CIVIL FOR MECHANICAL YARD SLOPE.
302 STEEL BEAM, REFER STRUCTURAL
365 GALVANIZED STEEL ANGLE, REFER STRUCTURAL
433 3/4" 14ga PAINTED STEEL PICKETS SPACED 4" O.C.
(TYP)
437 1/4" STEEL PLATE WITH EASED EDGES FOR HINGED
HASP AND STAPLE FOR PAD LOCK; GALVANIZED AND
PAINTED
438 1/2" DIA. GALVANIZED STEEL FOOT BOLTS THROUGH (2)
WALL BUSHINGS
440 2" STEEL PLATE PIVOT HINGE WITH NON-REMOVEABLE
3/4" DIA. ROD PIN; PROVIDE MINIMUM OF 3 PER GATE
445 2" 14ga PAINTED STEEL TUBE TOP, MID, AND BOTTOM
RAILS
502 AIR SPACE
608 CHAIN LINK ENCLOSURE, REFER STRUCTURAL FOR
FRAMING
1 2 42
SCALE: 1/2"=1'-0"
SCALE 1/4" = 1'-0"
E6 ELEVATION - OPTION 2
SCALE 1/4" = 1'-0"
C6 ELEVATION - OPTION 2
SCALE 1/4" = 1'-0"
A6 ENLARGED MECHANICAL YARD - OPTION 2
SCALE 1/2" = 1'-0"
A9 WALL SECTION
A
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CERTIFIED FINAL DESIGN CERTIFIED FINAL DESIGN
W
2Q R
R
-0
H
A-442
D1
A8
A-442
443443
231231
SLOPE
A-442
F1
10'-8" 2'-3"
231231
EQEQ
EQEQ
H
501 435
8"1'-0 1/4" A8
A-442
28'-10" 3" 10'-8"
7'-1" 7'-1" 7'-1" 7'-0 1/2"
M A
X
452445445
PH 1 - LEVEL 1
100'-0"
F G H
33'-0" 24'-0"
231 445 452445
6'-11 1/2" 7'-0" 7'-0"
1'-6"
M A
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SCALE 1/4" = 1'-0"
A1 ENLARGED PLAN - DUMPSTER ENCLOSURE
SCALE 3/4" = 1'-0"
A8 WALL SECTION
SCALE 1/4" = 1'-0"
D1 ELEVATION
KEYNOTES
201 FINISH GRADE, REFER CIVIL
204 BRICK VENEER WALL SYSTEM (R-17)
228 CAST STONE BANDING
231 CONCRETE FILLED STEEL BOLLARD, REFER A5/CS502
233 PAINT AS SPECIFIED
245 EDGE OF BUILDING - PHASE 1
430 6" CAST STONE COPING; SLOPE TO DRAIN ; PROVIDE
MINIMUM TWO STAINLESS STEEL VERTICAL DOWEL
ANCHORS PER STONE
433 3/4" 14ga PAINTED STEEL PICKETS SPACED 4" O.C.
(TYP)
435 8" GROUT FILLED CMU, REFER STRUCTURAL, PAINT AS
SPECIFIED
443 REFUSE CONTAINER
445 2" 14ga PAINTED STEEL TUBE TOP, MID, AND BOTTOM
RAILS
452 6" x 6" x 1/4" PAINTED STEEL TUBE POST; PROVIDE
BASE PLATES AND ANCHOR WITH CONCRETE
ANCHORS
501 BRICK VENEER
SCALE: 3/4"=1'-0"
12 2
SCALE 1/4" = 1'-0"
F1 ELEVATION
A
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N D
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1 1
CERTIFIED FINAL DESIGN CERTIFIED FINAL DESIGN
W
2Q R
R
-0
FLUSH
A S
S C
H E
D U
L E
D
F PF
PAIR FLUSH
AS SCHED
A S
S C
H E
D
DOOR TYPES
HGW
HALF GLAZED
WOOD
AS SCHED
A S
S C
H E
D
PMSA
PAIR MEDIUM STILE
ALUMINUM
STG
STEEL TUBE GATE
AS SCHED
PMSW
PAIR MEDIUM STILE
WOOD
HGA
HALF GLAZED
ALUMINUM
AS SCHED
A S
S C
H E
D
AS SCHED
/2
5 1/2"
/2
5 1/2"
M A
X
M A
X
AS SCHED
A S
S C
H E
D
/2
5 1/2"
/2
M A
X
5 1/2"
AS SCHED
A S
S C
H E
D
/2
5 1/2"
/2
M A
X
5 1/2"
A S
S C
H E
D
A
STD
FRAME
B
STD
MASONRY
FRAME
C
REAR MAIN ENTRY AND
VESTIBULE DOORS
A S
S C
H E
D
2" AS SCHED 2"
A S
S C
H E
D
2" AS SCHED 2"
FRAME TYPES
1'-1 1/4" AS SCHED 2 3/4"
A S
S C
H E
D
2 3/4" AS SCHED 2 3/4"
A S
S C
H E
D
D
OPEN OFFICE EGRESS
AND STAIRS
/4
/4
A S
S C
H E
D
1'-8" AS SCHED 1'-8"
F
ENTRY
DOOR
/4
A S
S C
H E
D
1'-8" AS SCHED 1'-8"
E
VESTIBULE
DOOR
2 3/4"
2 3/4" 2 3/4"
/4
/4
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GENERAL NOTES - DOOR SCHEDULE
A REFER TO AE101 THRU AE113 FOR PARTITION LAYOUT AND
DIMENSIONS. REFER TO A-601 FOR PARTITION TYPES
B MANUFACTURER PRODUCTS INDICATED ESTABLISHES A
MINIMUM LEVEL OF ACCEPTABLE QUALITY. IT IS NOT
INTENDED TO LIMIT THE SELECTION OF APPROVED
EQUIVALENT PRODUCTS.
C ALL WOOD DOORS TO BE SOLID CORE WOOD DOORS
D FLUSH WOOD ACOUSTICAL DOOR AND METAL DOOR FRAME
WITH HEAD, JAMB, AND SILL ACOUSTICAL SEALS AND
CONCEALED AUTOMATIC DOOR BOTTOM SEALS PROVIDED
BY DOOR MANUFACTURER AS A SOUND RATED ASSEMBLY.
PROVIDE FIRE AND/OR SMOKE RATED ASSEMBLY WHERE
INDICATED
E REFER TELECOM FOR COORDINATION OF SECURITY
DEVICES
DOOR SCHEDULE ABBREVIATIONS
1 1/8" FRG 1 1/8" FIRE RESISTIVE IMPACT GLAZING
BRG 1" BLAST RESISTANT, LOW E, TINTED, CLEAR GLAZING
1/4" CTG 1/4" CLEAR TEMPERED GLAZING
AL ALUMINUM
AN ANODIZED
FIN FINISH
GALV GALVANIZED
GLZ GLAZING
HDWR HARDWARE
HM HOLLOW METAL
HT HEIGHT
MATL MATERIAL
MIN MINUTE
NO DOOR NUMBER
P PAINTED
ST STAINED
STC SOUND TRANSMISSION CLASS RATING
STL STEEL
THK THICKNESS
WT WIDTH
DOOR SCHEDULE REMARKS
1 DOOR AND FRAME TO BE ZINC COATED AND FACTORY
PRIMED FINISH FOR PAINTING
2 INSULATED HOLLOW METAL DOORS (R-6)
3 PROVIDE THRESHOLD AND ASTRAGAL
4 PROVIDE THRESHOLD, WEATHER STRIPPING AND RAIN DRIP
AT HEAD OF DOOR
5 PROVIDE THRESHOLD, WEATHER STRIPPING, REMOVEABLE
MULLION, AND RAIN DRIP AT HEAD OF DOOR
6 REFER INTERIORS FOR FLOORING/MATERIAL TRANSITIONS
7 REFER TO A-440 AND A-441 FOR MECHANICAL YARD AND
GATES
8 PROVIDE SMOKE SEALS FOR DOOR OPENING
9 PROVIDE 180° SWING DOOR
DOOR AND FRAME SCHEDULE LEVEL 1 (100-165)
NO.
DOOR FRAME DETAILS ASSEMBLY
REMARKS
SIZE
TYPE MATL FIN GLZ TYPE MATL FIN HEAD JAMB SILL
BLAST
RESIST KEYPAD
CARD
READER
FIRE
RATING
(MINUTES) STC HDWRWT HT THK
LEVEL 1
100.1 6'-0" 8'-0" 1 3/4" PMSA AL AN BRG E AL AN E3 / A - 631 B5 / A - 631 A3 / A - 632 X - X - - 1 4
100.2 6'-0" 8'-0" 1 3/4" PMSA AL AN BRG E AL AN E6 / A - 632 C6 / A - 632 A3 / A - 632 X - X - - 22 6
100A.1 9'-4" 9'-10" 2" STG STL P - - STL P - - - - - - - - 3 7
100A.2 9'-4" 9'-10" 2" STG STL P - - STL P - - - - - - - - 3 7
100A.3 9'-4" 9'-10" 2" STG STL P - - STL P - - - - - - - - 3 7
100B.1 9'-4" 9'-4" 2" S STL P - - STL P - - - - - - - - 3 7
101A.1 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 6
101C.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - 60 MIN - 6 -
102.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
102.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 19 -
103.1 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 -
103.2 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 -
105.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - 60 MIN - 12 6, 8
106.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 9 6
106.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 14 -
107.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 9 6
107.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 14 -
108.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 6 6
109.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 15 6, 8
110.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - X X - 45 21 -
110.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - X X 45 21 -
111.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 6 6
112.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 6 6
113.1 3'-0" 8'-0" 1 3/4" - - - - A HM P D1 / A - 632 C1 / A - 632 - - - - - - - 6
114.1 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 -
114A.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 15 -
115.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 -
116.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
116.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
117.1 3'-0" 8'-0" 1 3/4" HGA AL AN BRG A AL AN - D1 / A - 631 A3 / A - 632 X - X - - 20 4
117A.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 10 6
118.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 6 6
125.1 6'-0" 8'-0" 1 3/4" PMSA AL AN 1 1/8" FRG C AL AN E8 / A - 632 C8 / A - 632 A8 / A - 632 X - X 60 MIN - 4 6, 8
125.2 6'-0" 8'-0" 1 3/4" PMSA AL AN BRG D AL AN E5 / A - 631 B5 / A - 631 A3 / A - 632 X - X 60 MIN - 1 6, 8
140.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
141.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
141.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
142.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 -
142.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 -
143.1 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 15 8
144.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 6 9
145.1 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
145A.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 15 8
146.1 6'-0" 8'-0" 1 3/4" PMSA AL AN BRG E AL AN E3 / A - 631 B5 / A - 631 A3 / A - 632 X - X - - 1 4
146.2 6'-0" 8'-0" 1 3/4" PMSA AL AN BRG E AL AN E6 / A - 632 C6 / A - 632 A3 / A - 632 X - X - - 22 6
147.1 6'-0" 8'-0" 1 3/4" PF WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 8 8
148.1 6'-0" 8'-0" 1 3/4" PF WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 8 8
149.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
149.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 15 -
150.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - X - - - 21 8
151.1 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 -
152.1 3'-0" 8'-0" 1 3/4" HGW WD ST BRG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 6
152.2 3'-0" 8'-0" 1 3/4" HGW WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 6
154.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 6
155.1 6'-0" 8'-0" 1 3/4" PMSA AL AN 1 1/8" FRG A AL AN E8 / A - 632 C8 / A - 632 A8 / A - 632 X - - 60 MIN - 5 6, 8
155.2 6'-0" 8'-0" 1 3/4" PMSA AL AN 1 1/8" FRG A AL AN E8 / A - 632 C8 / A - 632 A8 / A - 632 - - - 60 MIN - 5 6, 8
155.3 6'-0" 8'-0" 1 3/4" PMSA AL AN BRG F AL AN E3 / A - 631 B5 / A - 631 A3 / A - 632 X - X 60 MIN - 1 8
156.1 6'-0" 8'-0" 1 3/4" PMSA AL AN BRG C AL AN F1 / A - 631 D1 / A - 631 A3 / A - 632 - - X - - 1 4
156.2 6'-0" 8'-0" 1 3/4" PMSA AL AN BRG E AL AN E3 / A - 631 B3 / A - 631 A3 / A - 632 - - X - - 1 4
157.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 15 6
158.1 6'-0" 8'-0" 1 3/4" PF HM P - B HM P F1 / A - 631 B1 / A - 631 A1 / A - 632 - - - - - 2 1, 2, 3, 5, 7
158.2 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 31 6, 9
159.1 6'-0" 8'-0" 1 3/4" PF WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 17 3, 6
159.2 6'-0" 8'-0" 1 3/4" PF HM P - B HM P F1 / A - 631 B1 / A - 631 A1 / A - 632 - - - - 45 18 1, 2, 5
159A.1 6'-0" 8'-0" 1 3/4" PF WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 17 3
160.1 8'-0" 10'-0" 1 3/4" PF HM P - B HM P F1 / A - 631 B1 / A - 631 A1 / A - 632 - - - - - 2 1, 2, 3, 5, 7
161.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 6 6
162A.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 6 6, 9
163.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 9 6
163.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 14 -
164.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 9 6
164.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 14 -
165.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 16 -
165A.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
A
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CERTIFIED FINAL DESIGN CERTIFIED FINAL DESIGN
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26 755
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RED ARCH
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US Army Corps of Engineers
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Louisville District ®
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AMENDMENT 0001
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A-604
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-6
DOOR SCHEDULE ABBREVIATIONS
1 1/8" FRG 1 1/8" FIRE RESISTIVE IMPACT GLAZING
BRG 1" BLAST RESISTANT, LOW E, TINTED, CLEAR GLAZING
1/4" CTG 1/4" CLEAR TEMPERED GLAZING
AL ALUMINUM
AN ANODIZED
FIN FINISH
GALV GALVANIZED
GLZ GLAZING
HDWR HARDWARE
HM HOLLOW METAL
HT HEIGHT
MATL MATERIAL
MIN MINUTE
NO DOOR NUMBER
P PAINTED
ST STAINED
STC SOUND TRANSMISSION CLASS RATING
STL STEEL
THK THICKNESS
WT WIDTH
GENERAL NOTES - DOOR SCHEDULE
A REFER TO AE101 THRU AE113 FOR PARTITION LAYOUT AND
DIMENSIONS. REFER TO A-601 FOR PARTITION TYPES
B MANUFACTURER PRODUCTS INDICATED ESTABLISHES A
MINIMUM LEVEL OF ACCEPTABLE QUALITY. IT IS NOT
INTENDED TO LIMIT THE SELECTION OF APPROVED
EQUIVALENT PRODUCTS.
C ALL WOOD DOORS TO BE SOLID CORE WOOD DOORS
D FLUSH WOOD ACOUSTICAL DOOR AND METAL DOOR FRAME
WITH HEAD, JAMB, AND SILL ACOUSTICAL SEALS AND
CONCEALED AUTOMATIC DOOR BOTTOM SEALS PROVIDED
BY DOOR MANUFACTURER AS A SOUND RATED ASSEMBLY.
PROVIDE FIRE AND/OR SMOKE RATED ASSEMBLY WHERE
INDICATED
E REFER TELECOM FOR COORDINATION OF SECURITY
DEVICES
DOOR SCHEDULE REMARKS
1 DOOR AND FRAME TO BE ZINC COATED AND FACTORY
PRIMED FINISH FOR PAINTING
2 INSULATED HOLLOW METAL DOORS (R-6)
3 PROVIDE THRESHOLD AND ASTRAGAL
4 PROVIDE THRESHOLD, WEATHER STRIPPING AND RAIN DRIP
AT HEAD OF DOOR
5 PROVIDE THRESHOLD, WEATHER STRIPPING, REMOVEABLE
MULLION, AND RAIN DRIP AT HEAD OF DOOR
6 REFER INTERIORS FOR FLOORING/MATERIAL TRANSITIONS
7 REFER TO A-440 AND A-441 FOR MECHANICAL YARD AND
GATES
8 PROVIDE SMOKE SEALS FOR DOOR OPENING
9 PROVIDE 180° SWING DOOR
DOOR AND FRAME SCHEDULE LEVEL 1 (166+)
NO.
DOOR FRAME DETAILS ASSEMBLY
REMARKS
SIZE
TYPE MATL FIN GLZ TYPE MATL FIN HEAD JAMB SILL
BLAST
RESIST KEYPAD
CARD
READER
FIRE
RATING
(MINUTES) STC HDWRWT HT THK
LEVEL 1
166.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
166A.1 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
166B.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
166C.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
166D.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
166E.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 15 6
167.1 6'-0" 8'-0" 1 3/4" PF WD ST - A HM P D2 / A - 632 C2 / A - 632 A6 / A - 632 - - - - 60 28 6
167.2 6'-0" 8'-0" 1 3/4" PF HM P - A HM P F1 / A - 631 B1 / A - 631 A6 / A - 632 - - - - 60 18 3
168.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 60 16 6
168.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D2 / A - 632 C2 / A - 632 A6 / A - 632 - - - - 60 13 6
170.1 6'-0" 8'-0" 1 3/4" PF WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 8 -
170.2 6'-0" 8'-0" 1 3/4" PF HM P - A HM P F1 / A - 631 B1 / A - 631 A6 / A - 632 - - - - 60 18 3
170A.1 6'-0" 8'-0" 1 3/4" PF WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 8 6
171.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - X - - 45 21 -
171E.2 3'-0" 8'-0" 1 3/4" F WD P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 19 -
172.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 15 -
173.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 9 -
DOOR AND FRAME SCHEDULE BID OPTION 1 - LEVEL 1
NO.
DOOR FRAME DETAILS ASSEMBLY
REMARKS
SIZE
TYPE MATL FIN GLZ TYPE MATL FIN HEAD JAMB SILL
BLAST
RESIST KEYPAD
CARD
READER
FIRE
RATING
(MINUTES) STC HDWRWT HT THK
LEVEL 1
143.1 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - X - - - 21 -
149.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
149.2 3'-0" 8'-0" 1 3/4" F WD P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 29 6
150.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - X - - 45 21 -
150.2 3'-0" 8'-0" 1 3/4" F HM P - B HM P F1 / A - 631 B1 / A - 631 A1 / A - 632 - - - - - 27 4
DOOR AND FRAME SCHEDULE BID OPTION 2 - LEVEL 1
NO.
DOOR FRAME DETAILS ASSEMBLY
REMARKS
SIZE
TYPE MATL FIN GLZ TYPE MATL FIN HEAD JAMB SILL
BLAST
RESIST KEYPAD
CARD
READER
FIRE
RATING
(MINUTES) STC HDWRWT HT THK
LEVEL 1
100C.1 9'-4" 9'-4" 2" S ST P - A STL P - - - - - - - - 3 7
117.1 3'-0" 8'-0" 1 3/4" HGW AL AN BRG A AL AN - D1 / A - 631 A3 / A - 632 - - X - - 20 4
125.2 6'-0" 8'-0" 1 3/4" PMSA AL AN 1 1/8" FRG A AL AN E5 / A - 631 B5 / A - 631 A3 / A - 632 X - - 60 MIN - 11 4
125.3 6'-0" 8'-0" 1 3/4" PMSA AL AN 1 1/8" FRG C AL AN E8 / A - 632 C8 / A - 632 A8 / A - 632 X - X 60 MIN - 4 6
126.1 6'-0" 8'-0" 1 3/4" PMSA AL AN BRG E AL AN E5 / A - 631 B5 / A - 631 A3 / A - 632 X - X - - 1 4
126.2 6'-0" 8'-0" 1 3/4" PMSA AL AN BRG A AL AN E5 / A - 631 B5 / A - 631 A3 / A - 632 X - X - - 1 4
127.1 3'-0" 8'-0" 1 3/4" F HM P - B HM P C3 / A - 631 A3 / A - 631 A1 / A - 632 - - - - - 6 6
128.1 3'-0" 8'-0" 1 3/4" F WD ST - B HM P C3 / A - 631 A3 / A - 631 A6 / A - 632 - - - - 50 13 6
129.1 3'-0" 8'-0" 1 3/4" F WD ST - B HM P C3 / A - 631 A3 / A - 631 A1 / A - 632 - - - - - 16 6
130.1 6'-0" 8'-0" 1 3/4" PF WD ST - A HM P F1 / A - 632 F2 / A - 632 A6 / A - 632 - - - - 50 7 -
130.2 6'-0" 8'-0" 1 3/4" PF WD ST - A HM P F1 / A - 632 F2 / A - 632 A6 / A - 632 - - - - 50 7 -
130.3 3'-0" 8'-0" 1 3/4" F HM P - B HM P F8 / A - 631 D8 / A - 631 A1 / A - 632 - - - - 50 30 4
132.1 6'-0" 8'-0" 1 3/4" PF HM P - B HM P F1 / A - 631 B1 / A - 631 A1 / A - 632 - - - - 45 2 5, 7
133.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 9 6
133.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 14 -
134.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 9 6
134.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 14 -
DOOR AND FRAME SCHEDULE LEVEL 2 (201-214)
DOOR FRAME DETAILS ASSEMBLY
REMARKS
SIZE
TYPE MATL FIN GLZ TYPE MATL FIN HEAD JAMB SILL
BLAST
RESIST KEYPAD
CARD
READER
FIRE
RATING
(MINUTES) STC HDWRWT HT THK
LEVEL 2
201.1 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
202.1 6'-0" 8'-0" 1 3/4" PF WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - 45 MIN - 25 -
203.1 3'-0" 8'-0" 1 3/4" HGW WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 16 -
203.2 3'-0" 8'-0" 1 3/4" F WD ST 1/4" CTG A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 19 -
203E.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 15 -
204.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 15 -
205.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - 60 MIN - 12 6
206.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 9 6
206.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 14 -
207.1 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - 45 9 6
207.2 3'-0" 8'-0" 1 3/4" F WD ST - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 14 -
212.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 15 6
213.1 3'-0" 8'-0" 1 3/4" F HM P - A HM P D1 / A - 632 C1 / A - 632 A1 / A - 632 - - - - - 6 6
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CERTIFIED FINAL DESIGN CERTIFIED FINAL DESIGN
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LEGEND
FOOTING TYPE
RE: SCHEDULE ON S-603
T/FOOTING ELEVATION
FX / XX' - XX"
CONCRETE
CMU
CHANGE IN SLAB ELEVATION
SLAB-ON-GRADE WITHOUT CONTROL JOINTS
E
D.2
D
C.5
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B
A
76.5654.743.93.73.3
20' - 0"20' - 0"20' - 0"20' - 0"9' - 9"10' - 3"19' - 8"2' - 3"10' - 7"13' - 2"
A8 S-301
A4
S-302
A4 S-302
1' - 0"1' - 8"
E1 S-301
TYP
E7 S-301
TYP
E4
S-301
TYP
E1
S-301 D8
S-302
E1
S-301
A8 S-301
1' - 2"1' - 6"
TYP
1' - 0"
TYP
1' - 0"
T Y
P
F14 / 94' - 0"
F6 / 96' - 0" F12 / 96' - 0" F12 / 96' - 0"
F10 / 94' - 0"
F5 / 94' - 0"
F6 / 96' - 0" F11 / 96' - 0" F5 / 96' - 0"
F12 / 94' - 0" F6 / 94' - 0"
SG1
4.5
C .J
C.J.
C.J.
C .J
C .J
C.J.
C.J.
C.J.
C .J
C .J
C .J
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J.
C.J. C.J.
C.J.
C.J. C.J.
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C
.J
C.J.
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J.
C .J
C .J
B F
-4
BF-5
EDGE OF SLAB-
ON-GRADE, TYP
EDGE OF GRADE
BEAM, TYP
F16 / 96' - 0"
1' - 3"2' - 0"
1' - 8"
M A
T C
H L
IN
E
A
S B
MATCHLINE
A1 SB103
M A
T C
H L
IN
E
B
S B
3.6
B F
-2
F1 / 96' - 8"
F5 / 96' - 0"
F1 / 96' - 8"
F1 / 94' - 0"
NOTE P
7.6
20' - 0"
F6 / 94' - 0"
P2
P1
P2
P3 P6
P6 P2 P2 P2
F2 / 94' - 0"
5.5
T Y
P
/2
CONCRETE
CURB, NOTE Q
2' - 2"
AHU-1
ERU-1
P-1
P-2
BRICK SUPPORT FRAMING RE:
E1/S-522 FOR ATTACHMENT
TO SLAB, TYP
TYP ALL
4 SIDES
F
TRUE NORTH
164 8268
SCALE: 1/8"=1'-0"
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
F Y
A
F R
C C
O N
S O
L
ID
A T
E D
M
IS
S
IO
N C
O M
P L
E X
P
H A
S E
R O
B
IN
S A
IR
F
O R
C E
B A
S E
G
E O
R G
IA
Louisville District ®
M A
R K
D E
S C
R
IP
T
IO
N
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
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D x
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D R
A W
IN
G
C O
D E
T B
D
T B
D
O
C T
V S
A R
O N
I F
IL
E
N A
M E
L O
U
IS
V
IL
L E
D
IS
T R
U
IS
V
IL
L E
K
E N
T U
C K
Y
J A
C O
B S
E N
G
IN
E E
R
IN
G G
R O
U P
I N
C
M a in
S tr e e t, F o rt
W o rt h
T X
J A
C O
B S
N o
D
AMENDMENT 0001
KEY PLAN
P R
O J E
C T
N U
M B
E R
U
H H
Z P
D
AREA D
B
A
C
E
T B
D
SB105
P A
R T
IA
L F
O U
N D
A T
IO
N
P L A
N
A R
E A
D
D W
IS
N
IE
W
S K
I
M M
IL
L E
R
C S
A U
E R
U H
H Z
S
B
GENERAL NOTES - FOUNDATION PLAN -
AREA D
H ALL FOOTINGS SHALL BE CENTERED ON COLUMN
CENTERLINES UNLESS OTHERWISE NOTED.
J BF# - INDICATES BRACED FRAME.
K REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING
DRAWINGS FOR LOCATIONS OF SLAB OPENINGS AND
DRAINS. SLOPE SLAB AROUND FLOOR DRAINS AS REQUIRED
FOR DRAINAGE.
L SG# - INDICATES 6" THICK SLAB-ON-GRADE PER E7/S-502.
M COORDINATE DOOR OPENING LOCATIONS WITH
ARCHITECTURAL DRAWINGS.
N REFER TO ARCHITECTURAL SHEETS FOR LOCATION AND
EXTENT OF CONCRETE CURB, PER A1/S-502.
P CENTERLINE OF GREASE WASTE LINE PENETRATES GRADE
BEAM AT AN ELEVATION 94'-8". REINFORCE GRADE BEAM
AROUND PENETRATION PER C6/S-501. COORDINATE GREASE
LINE LOCATION WITH PLUMBING DRAWINGS.
Q CONCRETE CURB PER A1/S-502. REFER TO ARCHITECTURAL
SHEETS FOR LOCATION AND EXTENT OF CONCRETE CURB.
GENERAL NOTES - FOUNDATION PLAN -
AREA D
A REFER TO SHEETS GI002 AND GI003 FOR LIST OF
ABBREVIATIONS USED IN DRAWINGS. REFER TO SHEET GI012
FOR ROOM SCHEDULE.
B REFER TO SHEETS S-001 - S-003 FOR STRUCTURAL GENERAL
NOTES.
C REFER TO SHEET S-006 FOR FOUNDATION NOTES.
D REFER TO SHEETS S-501 – S-505 FOR CONCRETE TYPICAL
DETAILS.
E REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, &
PLUMBING DRAWINGS FOR SIZE AND LOCATION OF
EQUIPMENT REQUIRING HOUSEKEEPING PADS. SEE
GENERAL NOTES ON S-001 FOR MAXIMUM OPERATING
WEIGHTS. SEE E4/S-502 FOR EQUIPMENT PAD SECTION.
F “C.J.” – DENOTES SLAB-ON-GRADE WEAKENED PLANE
(CONTROL) JOINT. SEE DETAIL C1/S-503.
G T/SLAB ELEVATION = 96’-8” CORRESPONDS TO ACTUAL
ELEVATION OF 290.07', UNLESS NOTED OTHERWISE. SEE
CIVIL DRAWINGS.
SCALE 1/8" = 1'-0"
B1 FOUNDATION PLAN - AREA D
1 1 1 1 11
1 1 1 1 1
A
M E
N D
M E
N T
O C
T
CERTIFIED FINAL DESIGNCERTIFIED FINAL DESIGN
W
2Q R
R
-0
76.5654
0.C
0.B
0.A
4.5
20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"19' - 8"
SG1
F7 / 96' - 0"
F2 / 94' - 0"
F2 / 94' - 0"
F10 / 94' - 0" F9 / 94' - 0" F9 / 94' - 0" F10 / 94' - 0"
F1 / 94' - 0" F1 / 94' - 0" F1 / 94' - 0"
EDGE OF GRADE
BEAM, TYP
EDGE OF SLAB-
ON-GRADE, TYP
E1 S-301
A7
S-303
D8 S-302
A1
S-301
TYP OF 4
A4
S-301
TYP OF 3
D1
S-302
TYP
F12 / 96' - 0" F6 / 96' - 0"F5 / 94' - 0"
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C .J
C.J.
C.J.
C.J.
A8
S-301
D1 S-302
D8
S-302
B F
-1
B F
-1
E1
S-301
BF-20
A4
S-303
TYP
A1
S-303
A7
S-303
A1
S-302
A1
S-303
E1
S-301
TYP
1' - 0"
TYP
1' - 0"
T Y
P
1' - 8"
F6 / 94' - 0"
P8
P10 P1a P1a P7
P2
P9
P9
1' - 3"
1' - 4" 1' - 4"
5.5
STORM DRAIN
DOWNSPOUT, TYP,
RE: PLUMBING
LEGEND
FOOTING TYPE
RE: SCHEDULE ON S-603
T/FOOTING ELEVATION
FX / XX' - XX"
CONCRETE
CMU
CHANGE IN SLAB ELEVATION
SLAB-ON-GRADE WITHOUT CONTROL JOINTS
HATCHED AREA INDICATES BASE
BID; REFER TO BASE BID DRAWINGS
BID OPTION LEGEND
TRUE NORTH
164 8268
SCALE: 1/8"=1'-0"
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
F Y
A
F R
C C
O N
S O
L
ID
A T
E D
M
IS
S
IO
N C
O M
P L
E X
P
H A
S E
R O
B
IN
S A
IR
F
O R
C E
B A
S E
G
E O
R G
IA
Louisville District ®
M A
R K
D E
S C
R
IP
T
IO
N
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
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D x
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D R
A W
IN
G
C O
D E
T B
D
T B
D
O
C T
V S
A R
O N
I F
IL
E
N A
M E
L O
U
IS
V
IL
L E
D
IS
T R
U
IS
V
IL
L E
K
E N
T U
C K
Y
J A
C O
B S
E N
G
IN
E E
R
IN
G G
R O
U P
I N
C
M a in
S tr e e t, F o rt
W o rt h
T X
J A
C O
B S
N o
D
AMENDMENT 0001
KEY PLAN
P R
O J E
C T
N U
M B
E R
U
H H
Z P
OPTION 1
OPT 1
B
A
C
ED
T B
D
SB107
P A
R T
IA
L F
O U
N D
A T
IO
N
P L A
N
O P
T
IO
N
D W
IS
N
IE
W
S K
I
M M
IL
L E
R
C S
A U
E R
U H
H Z
S
B
SCALE 1/8" = 1'-0"
C2 FOUNDATION PLAN - OPTION 1
GENERAL NOTES - FOUNDATION PLAN -
OPTION 1
A REFER TO SHEETS GI002 AND GI003 FOR LIST OF
ABBREVIATIONS USED IN DRAWINGS. REFER TO SHEET
GI012 FOR ROOM SCHEDULE.
B REFER TO SHEETS S-001 - S-003 FOR STRUCTURAL
GENERAL NOTES.
C REFER TO SHEET S-006 FOR FOUNDATION NOTES.
D REFER TO SHEETS S-501 – S-505 FOR CONCRETE
TYPICAL DETAILS.
E REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL,
& PLUMBING DRAWINGS FOR SIZE AND LOCATION OF
EQUIPMENT REQUIRING HOUSEKEEPING PADS. SEE
GENERAL NOTES ON S-001 FOR MAXIMUM OPERATING
WEIGHTS. SEE E4/S-502 FOR EQUIPMENT PAD SECTION.
F “C.J.” – DENOTES SLAB-ON-GRADE WEAKENED PLANE
(CONTROL) JOINT. SEE DETAIL C1/S-503.
G T/SLAB ELEVATION = 96’-8” CORRESPONDS TO ACTUAL
ELEVATION OF 290.07', UNLESS NOTED OTHERWISE. SEE
CIVIL DRAWINGS.
H ALL FOOTINGS SHALL BE CENTERED ON COLUMN
CENTERLINES UNLESS OTHERWISE NOTED.
J BF# - INDICATES BRACED FRAME.
K REFER TO ARCHITECTURAL, MECHANICAL, AND
PLUMBING DRAWINGS FOR LOCATIONS OF SLAB
OPENINGS AND DRAINS. SLOPE SLAB AROUND FLOOR
DRAINS AS REQUIRED FOR DRAINAGE.
L SG# - INDICATES 6" THICK SLAB-ON-GRADE PER E7/S-502.
M COORDINATE DOOR OPENING LOCATIONS WITH
ARCHITECTURAL DRAWINGS.
N REFER TO ARCHITECTURAL SHEETS FOR LOCATION AND
EXTENT OF CURB, RE: A1/S-502.
A
M E
N D
M E
N T
O C
T
CERTIFIED FINAL DESIGN CERTIFIED FINAL DESIGN
W
2Q R
R
-0
SGOZ
8 9 9.5 10 11 11.5 12 12.5 13
F
C.5
C
B
A
OTS-1
FRP-1/PT-1
RB-1
SC-1
ACT-1
PT-2,3
RB-1
CPT-1
GYP-1
PT-1
RB-1
RF-1
ACT-1
PT-1
RB-1
CPT-1
ACT-1
PT-2,3
RB-1
CPT-1
ACT-1
PT-2,3
RB-1
CPT-1
OTS-1
PT-1
RB-1
SD-1
EVC-1
EWP-1
NO BASE
CT-1
OTS-1
PT-1
RB-1
SD-1
OTS-1
PT-1
RB-1
SC-1
ACT-1
PT-1
RB-1
CPT-1
OTS-1
PT-1
RB-1
SC-1
ACT-1
PT-1
RB-1
CPT-1
GYP-1
PT-1
RB-1
RF-1
ACT-1
PT-1
RB-1
CPT-1
ACT-1
PT-1
RB-1
CPT-1
111111
114114
114114 114114
114114
114114114114114114
TYP. ALL COLUMNS
AT EXTERIOR WALL
111111 111111
105109
105109
123123 123123 123123 132132 132132 132132 132132 132132 132132
I-401
A1
ELEV
101C
STAIR 3
WOMENS
MENS
JAN
TR
SGSI STG
110B
SG STG
110A
SG
SGD
110J
SGO
DIV CH
110K
BREAK
ELEC
TR
STG
STAIR 4
S56
S57
S58
S68
S64
S65
S66
S67
S70
S72
S78S79
S82
S83
A9 DEP DIR
141D
A9 DIR
141C
SIPR
141E
IP STORAGE
140A
SIPR
140B
IP DIR
140C
FIRE PROT
VTC STG
114A
VTC CONF
SGX
110C
TRAINING
SEF
102E
SEW
102F
SEG
102G
SE
ELEC
VTC
STG
145A
CONF/TRAINING
IP
FMAH
ACT-1
PT-1
RB-1
CPT-1
WELLNESS
ACT-1
PT-2,3
RB-1
CPT-1
ACT-1
PT-1
RB-1
CPT-1
ACT-1
PT-1
RB-1
CPT-1
ACT-1
PT-1
RB-1
CPT-1
OTS-1
PT-1
RB-1
SC-1
M A
T C
H L
IN
E
B
IN
D
D.2
12.6 13.1 14
D.8
D.1
0.A
I-401
A5
I-201
A1 Sim
120120
120120
120120
120120
MECH YARD
100B
A9A DIV CH
141B A9R DIV CH
141A
A9
STORAGE
141F
M A
T C
H L
IN
E
C
IN
114114
120120
S52
S77
S94
S93
S192 S87S86
S90S91
S89
S88
S80
S260
S81 S84
S85
S225 S92
S112 S111
S110
S106
S104
S105
S103
S95
S226
A9
S228
MATCHLINE
C1 IN105
S236
CORR
101A
S237
S57
S56
S52
S107 S108 S109
VTC
CONFERENCE
S256 S257
I-202E5
114 114
S263
ACT-1
PT-1
RB-1
CPT-1
CORR
101A
2'-6"
I-202
E5Sim
I-202
I-202
1 1
OMITTED
S270
S269
120120
A6
S im
A6Sim
A6 O.H.
FINISH KEY LEGEND
CEILING FINISHES
ACT ACOUSTICAL CEILING TILE
EVC ELEVATOR CEILING
GYP PAINTED GYPSUM BOARD
OTS OPEN TO STRUCTURE
WALL FINISHES
AWC ACOUSTICAL WALL COVERING
EWP ELEVATOR WALL PANEL
FRP FIBER REINFORCED PANEL
PT PAINT
WP WALL PANEL
WT WALL TILE
BASE FINISHES
CTB PORCELAIN TILE BASE
CB METAL COVE TRANSITION
QTB QUARRY TILE BASE
RB RESILIENT BASE
FLOOR FINISHES
CPT CARPET TILE
CT PORCELAIN FLOOR TILE
QT QUARRY TILE
RF RESILIENT FLOORING
SC SEALED CONCRETE
SD STATIC DISSAPATIVE TILE
SDC STATIC DISSAPATIVE CARPET
WC WALK OFF CARPET TILE
CEILING FINISH
WALL FINISH
BASE FINISH
FLOOR FINISH
(ORIENTATION
OF FINISHES
IN FINISH
SYMBOL BOX)
TRUE NORTH
IGST
E S
R
NE
S A
ET
S T
A
I
RE
G
OF ET
X
E
ID
RE
IONTER R D
J E R I
L.
CHAM
PIN
E
164 8268
SCALE: 1/8"=1'-0"
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
F Y
A
F R
C C
O N
S O
L
ID
A T
E D
M
IS
S
IO
N C
O M
P L
E X
P
H A
S E
R O
B
IN
S A
IR
F
O R
C E
B A
S E
G
E O
R G
IA
Louisville District ®
M A
R K
D E
S C
R
IP
T
IO
N
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
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D x
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D R
A W
IN
G
C O
D E
T B
D
T B
D
O
C T
V S
A R
O N
I F
IL
E
N A
M E
L O
U
IS
V
IL
L E
D
IS
T R
U
IS
V
IL
L E
K
E N
T U
C K
Y
J A
C O
B S
E N
G
IN
E E
R
IN
G G
R O
U P
I N
C
M a in
S tr e e t, F o rt
W o rt h
T X
J A
C O
B S
N o
D
AMENDMENT 0001
KEY PLAN
E
AREA E
P R
O J E
C T
N U
M B
E R
U
H H
Z P
CB
D A
T B
D
IN106
P A
R T
IA
L F
IN
IS
H A
N D
S
IG
N A
G E
P L A
N
L E
V E
L
A
R E
A E
J C
H A
M P
IN
E
H M
C E
L R
O Y
S L E
B E
A U
U H
H Z
IN
SCALE 1/8" = 1'-0"
B1
PARTIAL FINISH AND SIGNAGE PLAN - LEVEL 1 - AREA E
GENERAL NOTES - FINISH PLANS
A FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING
MATERIALS/FINISHES.
B REFER TO I-603 FOR FINISH LEGEND.
C ALL TRANSITIONS ARE TO OCCUR AT THE CENTERLINE
OF THE DOOR, DOORWAY OR CEILING LINE, UNLESS
OTHERWISE NOTED.
D REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL
INFORMATION.
E APPLY BASE AS SPECIFIED ON GYPSUM BOARD. DO NOT
APPLY BASE TO CMU WALLS.
F DEMOUNTABLE PARTITIONS ARE PROVIDED AS PART OF
THE FURNITURE, FIXTURES, AND EQUIPMENT PACKAGE,
FUNDED SEPERATELY FROM THE CONSTRUCTION
CONTRACT. DEMOUNTABLE PARTITIONS ARE SHOWN
HALF-TONE SCREENED FOR COORDINATION ONLY.
FLOORING AND WALL BASE TO BE INSTALLED PRIOR TO
DEMOUNTABLE PARTIITON INSTALLATION.
KEYNOTES
105 PAINT STRINGER AND HANDRAIL PT-4.
106 PAINT COLUMN WRAPS PT-1.
109 STAIR TREADS/RISERS AND LANDINGS RF-1.
111 CORNER GUARD CG-1. REFER TO FINISH LEGEND.
114 CORNER GUARD CG-2. REFER TO FINISH LEGEND
120 PAINT PT-3.
123 INSTALL WS-2 WINDOW SHADE AT CONFERENCE
PERIMETER WINDOWS. REFER TO ARCHITECTURE AND
INTERIOR FINISH LEGEND FOR DETAILS.
132 INSTALL WS-1 WINDOW SHADE AT EXTERIOR WINDOWS,
UON. REFER TO FINISH LEGEND ON SHEET I-603.
145 CELL PHONE LOCKER UNIT WITHIN A FREESTANDING
METAL ENCLOSURE, ALUMINUM FINISH. CFCI.
172 FOLDING PARTITION; PL-1; COORDINATE WITH ARCH
274 AIR FORCE RESERVE LOGO: 2'-6" x 2'-6". REFER TO DETAIL
ON SHEET I-501; LOGO CENTERED WITH TABLE U.N.O.
276 RECESSED, PREFABRICATED CELL PHONE LOCKERS.
ALUMINIUM FINISH. CFCI.
A
M E
N D
M E
N T
O
C T
CERTIFIED FINAL DESIGN CERTIFIED FINAL DESIGN
W
2Q R
R
-0
3 3.7 3.9 4 4.7 5 6 6.5 7 8
F
E
C.5
C
B
A
3.3
111111
111111
114114
TYP. ALL COLUMNS
AT EXTERIOR WALL
111105 109
132132 132132 132132 132132 132132 132132
132132
CORR
VTC
CLOSET
256A
TR
VTC CONF
STAIR 1
CORR
OSI
COUNSEL
248A
HC DIR
248F
HC DEP DIR
248E
MFM
248D
HC
248 HCX
248B
HCP
248C CONF
CONF
CONF
CONF
WOMENS
MENS
STG
248G
ACT-1
PT-2,3
RB-1
CPT-1
ACT-1
PT-2,3
RB-1
CPT-1
ACT-1
PT-1
RB-1
CT-1
OTS-1
PT-1
RB-1
SC-1
ACT-1
PT-2,3
RB-1
CPT-1
OTS-1
PT-1
RB-1
SD-1
ACT-1
PT-1
RB-1
CPT-1
ACT-1
PT-1
RB-1
RF-1
ACT-1
PT-1
RB-1
CPT-1
ACT-1
PT-1
RB-1
CPT-1
ACT-1
PT-2,3
RB-1
CPT-1
ACT-1
PT-2,3
RB-1
CPT-1
ACT-1
PT-1
RB-1
CPT-1
ACT-1
PT-1
RB-1
CPT-1
ACT-1
PT-1
RB-1
CPT-1
ACT-1
PT-1
RB-1
CPT-1
S124
S125
S129
S130
S132
S134
S133 S135
S136
S137
S138 S139 S140S141
S142 S143
S144
S146 S147 S148
S151
S152
S153
S209
S210
A1K
CORR
ELEV
EQUIP
235OTS-1
PT-1
RB-1
SC-1
ACT-1
PT-1
RB-1
CPT-1
MATCHLINE
B1 IN110
A1K 265A
EEO
265B
D
D.2
4.5
0.A
3.6
I-201
A1 Sim
120120
DET. CC
250A
AFO
250B
I-202 120120 I-202120120
CT-1
CPT-1
I-202 I-202
120120 120120
120120
M A
T C
H L
IN
E
B
IN
M A
T C
H L
IN
E
C
IN
S156
S154
S223
S224
S239
REC
S242 S249
A6Sim A6Sim
A6
S im
A6
S im
ELEC
JA DIR
233E
JA STG
233F
S150
STG
JA DEP DIR
233D
3'-0"
I-202
E5Sim
CORR
ACT-1
PT-1
RB-1
CT-1
ACT-1
PT-1
RB-1
CPT-1
S266S265
S271
I-202
A6SimA6 O.H.
FINISH KEY LEGEND
CEILING FINISHES
ACT ACOUSTICAL CEILING TILE
EVC ELEVATOR CEILING
GYP PAINTED GYPSUM BOARD
OTS OPEN TO STRUCTURE
WALL FINISHES
AWC ACOUSTICAL WALL COVERING
EWP ELEVATOR WALL PANEL
FRP FIBER REINFORCED PANEL
PT PAINT
WP WALL PANEL
WT WALL TILE
BASE FINISHES
CTB PORCELAIN TILE BASE
CB METAL COVE TRANSITION
QTB QUARRY TILE BASE
RB RESILIENT BASE
FLOOR FINISHES
CPT CARPET TILE
CT PORCELAIN FLOOR TILE
QT QUARRY TILE
RF RESILIENT FLOORING
SC SEALED CONCRETE
SD STATIC DISSAPATIVE TILE
SDC STATIC DISSAPATIVE CARPET
WC WALK OFF CARPET TILE
CEILING FINISH
WALL FINISH
BASE FINISH
FLOOR FINISH
(ORIENTATION
OF FINISHES
IN FINISH
SYMBOL BOX)
TRUE NORTH
IGST
E S
R
NE
S A
ET
S T
A
I
RE
G
OF ET
X
E
ID
RE
IONTER R D
J E R I
L.
CHAM
PIN
E
164 8268
SCALE: 1/8"=1'-0"
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
F Y
A
F R
C C
O N
S O
L
ID
A T
E D
M
IS
S
IO
N C
O M
P L
E X
P
H A
S E
R O
B
IN
S A
IR
F
O R
C E
B A
S E
G
E O
R G
IA
Louisville District ®
M A
R K
D E
S C
R
IP
T
IO
N
U S
A R
M Y
C O
R P
S O
F E
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IN
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S
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IG
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D B
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C H
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D E
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IN
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T B
D
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A R
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N A
M E
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IS
V
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T R
U
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J A
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IN
G G
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S tr e e t, F o rt
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D
AMENDMENT 0001
KEY PLAN
P R
O J E
C T
N U
M B
E R
U
H H
Z P
D
AREA D
B
A
C
E
T B
D
IN112
P A
R T
IA
L F
IN
IS
H A
N D
S
IG
N A
G E
P L A
N
L E
V E
L
A
R E
A D
J C
H A
M P
IN
E
H M
C E
L R
O Y
S L E
B E
A U
U H
H Z
IN
SCALE 1/8" = 1'-0"
B1
PARTIAL FINISH AND SIGNAGE PLAN - LEVEL 2 - AREA D
GENERAL NOTES - FINISH PLANS
A FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING
MATERIALS/FINISHES.
B REFER TO I-603 FOR FINISH LEGEND.
C ALL TRANSITIONS ARE TO OCCUR AT THE CENTERLINE
OF THE DOOR, DOORWAY OR CEILING LINE, UNLESS
OTHERWISE NOTED.
D REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL
INFORMATION.
E APPLY BASE AS SPECIFIED ON GYPSUM BOARD. DO NOT
APPLY BASE TO CMU WALLS.
F DEMOUNTABLE PARTITIONS ARE PROVIDED AS PART OF
THE FURNITURE, FIXTURES, AND EQUIPMENT PACKAGE,
FUNDED SEPERATELY FROM THE CONSTRUCTION
CONTRACT. DEMOUNTABLE PARTITIONS ARE SHOWN
HALF-TONE SCREENED FOR COORDINATION ONLY.
FLOORING AND WALL BASE TO BE INSTALLED PRIOR TO
DEMOUNTABLE PARTIITON INSTALLATION.
KEYNOTES
105 PAINT STRINGER AND HANDRAIL PT-4.
106 PAINT COLUMN WRAPS PT-1.
109 STAIR TREADS/RISERS AND LANDINGS RF-1.
111 CORNER GUARD CG-1. REFER TO FINISH LEGEND.
114 CORNER GUARD CG-2. REFER TO FINISH LEGEND
120 PAINT PT-3.
132 INSTALL WS-1 WINDOW SHADE AT EXTERIOR WINDOWS, UON.
REFER TO FINISH LEGEND ON SHEET I-603.
274 AIR FORCE RESERVE LOGO: 2'-6" x 2'-6". REFER TO DETAIL ON
SHEET I-501; LOGO CENTERED WITH TABLE U.N.O.
276 RECESSED, PREFABRICATED CELL PHONE LOCKERS.
ALUMINIUM FINISH. CFCI.
A
M E
N D
M E
N T
O
C T
CERTIFIED FINAL DESIGN CERTIFIED FINAL DESIGN
W
2Q R
R
-0
SCALE: 3/64"=1'-0"
1632 32
IGST
E S
R
NE
S A
ET
S T
A
I
RE
G
OF ET
X
E
ID
RE
IONTER R D
J E R I
L.
CHAM
PIN
E
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
F Y
A
F R
C C
O N
S O
L
ID
A T
E D
M
IS
S
IO
N C
O M
P L
E X
P
H A
S E
R O
B
IN
S A
IR
F
O R
C E
B A
S E
G
E…
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