W912QR25R0015_Plans-0004.pdf
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- Solicitation number
- W912QR25R0015
About this file
This appears to be a technical plans/drawings file based on the filename (Plans-0004.pdf) related to renovations of the Materials Analysis Lab F/20071 at Wright Patterson Air Force Base. Without access to the actual contents of the file, I cannot provide specific details about the construction plans, specifications, or technical drawings it may contain. The file is associated with a Design/Bid/Build renovation project being managed by the U.S. Army Corps of Engineers Louisville District for work at Wright Patterson AFB in Dayton, Ohio under solicitation number W912QR25R0015.
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GENERAL NOTES
1. THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO
PROCEEDING.
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SHEET INDEX
SHEET
NUMBER SHEET NAME REVISION
REVISION
DATE
INTERIORS
I-001 GENERAL SHEETS
IN-111 FIRST FLOOR FINISH & SIGNAGE PLAN - SECTOR 1
IN-112 FIRST FLOOR FINISH & SIGNAGE PLAN - SECTOR 2
IN-113 FIRST FLOOR FINISH & SIGNAGE PLAN - SECTOR 3
IN-120 SECOND FLOOR FINISH & SIGNAGE PLAN - COMPOSITE
IN-121 SECOND FLOOR FINISH & SIGNAGE PLAN - SECTOR 1
IN-122 SECOND FLOOR FINISH & SIGNAGE PLAN - SECTOR 2
IN-123 SECOND FLOOR FINISH & SIGNAGE PLAN - SECTOR 3
IF-114 FIRST FLOOR FF&E PLAN - COMPOSITE
IF-115 FIRST FLOOR FF&E PLAN - SECTOR 1
IF-116 FIRST FLOOR FF&E PLAN - SECTOR 2
IF-117 FIRST FLOOR FF&E PLAN - SECTOR 3
IF-124 SECOND FLOOR FF&E PLAN - COMPOSITE
IF-125 SECOND FLOOR FF&E PLAN - SECTOR 1
IF-126 SECOND FLOOR FF&E PLAN - SECTOR 2
IF-127 SECOND FLOOR FF&E PLAN - SECTOR 3
I-201 ENLARGED PLANS AND ELEVATIONS
I-501 FINISH DETAILS
I-503 FURNITURE DETAILS
I-504 MILLWORK DETAILS
I-505 SIGNAGE DETAILS
I-602 SCHEDULES
I-603 SCHEDULES
I-604 SCHEDULES
FIRE PROTECTION
FA001 FIRE ALARM / MNS LEGEND AND NOTES 1 12/04/2024
FA002 FIRE ALARM DEMOLITION PLAN - FIRST FLOOR
FA003 FIRE ALARM DEMOLITION PLAN - SECOND FLOOR
FA111 FIRE ALARM FIRST FLOOR PLAN - STANDS 6 & 7 1 12/04/2024
FA112 FIRE ALARM FIRST FLOOR PLAN - STANDS 3, 4, & 5 1 12/04/2024
FA113 FIRE ALARM FIRST FLOOR PLAN - STANDS 1 & 2
FA121 FIRE ALARM SECOND FLOOR PLAN - STANDS 6 & 7
FA122 FIRE ALARM SECOND FLOOR PLAN - STANDS 3, 4, & 5 1 12/04/2024
FA123 FIRE ALARM SECOND FLOOR PLAN - STANDS 1 & 2 1 12/04/2024
FA600 RISER DIAGRAM & MOUNTING DETAIL 1 12/04/2024
FA601 TYPICAL FIRE ALARM AND MNS INPUT/OUTPUT MATRIX 1 12/04/2024
FA602 FIRE ALARM AND MNS AUDIBLE AND VISUAL MESSAGES
FX001 FIRE SUPPRESSION NOTES
FX110 FIRE SUPPRESSION FIRST FLOOR PLAN 1 12/04/2024
FX120 FIRE SUPPRESSION SECOND FLOOR PLAN 1 12/04/2024
FX600 FIRE SUPPRESSION DETAILS
SHEET INDEX
SHEET
NUMBER SHEET NAME REVISION
REVISION
DATE
ARCHITECTURAL
A-002 GENERAL PROJECT NOTES
A-003 LEGENDS
A-004 LEGENDS
A-005 LEGENDS
A-012 ACCESSIBILITY
A-013 ACCESSIBILITY
A-021 AIR BARRIER - FIRST FLOOR PLAN
A-022 AIR BARRIER - SECOND FLOOR PLAN
A-023 AIR BARRIER - BUILDING SECTIONS
A-024 AIR BARRIER - BUILDING SECTIONS
A-031 IC TECH SPEC FOR ICD/ICS 705 - FIRST FLOOR
A-032 IC TECH SPEC FOR ICD/ICS 705 - SECOND FLOOR
A-041 UL ASSEMBLIES - FIRST FLOOR
A-042 UL ASSEMBLIES - SECOND FLOOR
A-051 STC ASSEMBLIES - FIRST FLOOR
A-052 STC ASSEMBLIES - SECOND FLOOR
A-091 AREA CALCULATIONS - FIRST FLOOR PLAN
A-092 AREA CALCULATIONS - SECOND FLOOR PLAN
AD110 FIRST FLOOR DEMOLITION PLAN - COMPOSITE
AD111 FIRST FLOOR DEMOLITION PLAN - SECTOR 1
AD112 FIRST FLOOR DEMOLITION PLAN - SECTOR 2
AD113 FIRST FLOOR DEMOLITION PLAN - SECTOR 3
AD120 SECOND FLOOR DEMOLITION PLAN - COMPOSITE
AD121 SECOND FLOOR DEMOLITION PLAN - SECTOR 1
AD122 SECOND FLOOR DEMOLITION PLAN - SECTOR 2
AD123 SECOND FLOOR DEMOLITION PLAN - SECTOR 3
A-110 FIRST FLOOR PLAN - COMPOSITE
A-111 FIRST FLOOR PLAN - SECTOR 1
A-112 FIRST FLOOR PLAN - SECTOR 2
A-113 FIRST FLOOR PLAN - SECTOR 3
A-120 SECOND FLOOR PLAN - COMPOSITE
A-121 SECOND FLOOR PLAN - SECTOR 1
A-122 SECOND FLOOR PLAN - SECTOR 2
A-123 SECOND FLOOR PLAN - SECTOR 3
A-130 ROOF PLAN - COMPOSITE
A-131 ROOF PLAN - SECTOR 1
A-132 ROOF PLAN - SECTOR 2
A-133 ROOF PLAN - SECTOR 3
A-201 EXTERIOR ELEVATIONS
A-211 ENLARGED EXTERIOR ELEVATIONS
A-212 ENLARGED EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-313 WALL SECTIONS
A-314 WALL SECTIONS
A-315 WALL SECTIONS
A-401 ENLARGED PLANS AND ELEVATIONS
A-407 ENLARGED PLANS AND ELEVATIONS
A-405 ENLARGED PLANS AND ELEVATIONS
A-406 ENLARGED PLANS AND ELEVATIONS
A-402 ENLARGED PLANS AND ELEVATIONS
A-403 ENLARGED PLANS AND ELEVATIONS
A-404 ENLARGED PLANS AND ELEVATIONS
A-501 DETAILS
A-502 DETAILS
A-503 DETAILS
A-504 DETAILS
A-508 DETAILS
A-506 DETAILS
A-601 PARTITION SCHEDULE
A-602 PARTITION SCHEDULE
A-611 DOOR SCHEDULE 1 12/04/24
A-710 FIRST FLOOR REFLECTED CEILING PLAN - COMPOSITE
A-720 SECOND FLOOR REFLECTED CEILING PLAN - COMPOSITE
A-711 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 1
A-712 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 2
A-713 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 3
A-721 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 1
A-722 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 2
A-723 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 3
SHEET INDEX
SHEET
NUMBER SHEET NAME REVISION
REVISION
DATE
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX 1 12/04/24
G-003 SHEET INDEX 1 12/04/24
GI001 CODE ANALYSIS
GI002 CODE ANALYSIS CONTINUED
GI003 FPLS FORM
GI004 FPLS FORM CONT.
GI010 CODE COMPLIANCE SITE PLAN
GI110 LIFE SAFETY PLAN - FIRST FLOOR 1 12/04/2024
GI120 LIFE SAFETY PLAN - SECOND FLOOR 1 12/04/2024
HAZMAT
HA101 FIRST FLOOR PLAN - COMPOSITE
HA102 SECOND FLOOR PLAN SECTOR - SECTOR 1
CIVIL
GI001 PROJECT LOCATION MAPS
GC101 PROPOSED HAUL ROUTE AND LAYDOWN AREA PLAN
GR101 SITE PHOTO LOCATIONS
GR102 SITE PHOTOS
VF101 EXISTING CONDITIONS PLAN
VF102 SURVEY CONTROL PLAN
CD101 SITE DEMOLITION PLAN
CS101 AERIAL SITE PLAN
CG101 SITE GRADING PLAN
CG102 SITE GRADING PLAN AND PROFILES
CG111 EROSION CONTROL PLAN
CG301 CROSS SECTIONS
CG501 EROSION CONTROL DETAILS
CP101 SITE PLAN
CP401 ENLARGED SITE PLAN
CP501 SITE DETAILS
CU101 SITE UTILITY PLAN
CU501 SITE UTILITY DETAILS
CU502 SITE UTILITY DETAILS
LS101 LANDSCAPE PLAN
STRUCTURAL
S-001 GENERAL NOTES
S-002 GENERAL NOTES
S-101 FOUNDATION PLAN - SECTOR 1 1 12/04/24
S-102 FOUNDATION PLAN - SECTOR 2 1 12/04/24
S-103 FOUNDATION PLAN - SECTOR 3 1 12/04/24
S-111 FIRST FLOOR FLATWORK PLAN - SECTOR 1 1 12/04/24
S-112 FIRST FLOOR FLATWORK PLAN - SECTOR 2 1 12/04/24
S-113 FIRST FLOOR FLATWORK PLAN - SECTOR 3 1 12/04/24
S-121 STRUCTURAL FLOOR PLAN - SECTOR 1 1 12/04/24
S-123 STRUCTURAL FLOOR PLAN - SECTOR 3 1 12/04/24
S-141 SECOND FLOOR FRAMING PLAN - SECTOR 1 1 12/04/24
S-142 SECOND FLOOR FRAMING PLAN - SECTOR 2 1 12/04/24
S-143 SECOND FLOOR FRAMING PLAN - SECTOR 3 1 12/04/24
S-151 MAIN ROOF FRAMING PLAN - SECTOR 1 1 12/04/24
S-152 MAIN ROOF FRAMING PLAN - SECTOR 2 1 12/04/24
S-153 MAIN ROOF FRAMING PLAN - SECTOR 3 1 12/04/24
S-161 HIGH ROOF FRAMING PLAN - SECTOR 1 1 12/04/24
S-221 MASONRY WALL ELEVATIONS AND DETAILS
S-241 ROOF TOP PLATFORM FRAMING PLAN, ELEVATIONS AND DETAILS 1 12/04/24
S-301 STRUCTURAL SECTIONS
S-501 FOUNDATION DETAILS
S-511 FLATWORK DETAILS
S-541 FRAMING DETAILS 1 12/04/24
S-542 FRAMING DETAILS
S-601 SCHEDULES
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GENERAL NOTES
1. THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS
INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED
FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF
DETERMINING A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO
PROCEEDING.
SHEET ID
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US Army Corps of Engineers ®
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NUMBER SHEET NAME REVISION
REVISION
DATE
ELECTRICAL
E-001 ELECTRICAL LEGEND AND ABBREVIATIONS 1 12/04/24
ED100 FIRST FLOOR ELECTRICAL DEMOLITION PLAN - COMPOSITE 1 12/04/24
ED200 SECOND FLOOR ELECTRICAL DEMOLITION PLAN - COMPOSITE
EG500 GROUNDING DETAILS
EP111 FIRST FLOOR POWER PLAN - SECTOR 1 1 12/04/24
EP112 FIRST FLOOR POWER PLAN - SECTOR 2 1 12/04/24
EP113 FIRST FLOOR POWER PLAN - SECTOR 3 1 12/04/24
EP211 SECOND FLOOR POWER PLAN - SECTOR 1 1 12/04/24
EP212 SECOND FLOOR POWER PLAN - SECTOR 2
EP213 SECOND FLOOR POWER PLAN - SECTOR 3 1 12/04/24
EQ121 FIRST FLOOR EQUIPMENT POWER PLAN - SECTOR 1
EQ122 FIRST FLOOR EQUIPMENT POWER PLAN - SECTOR 2
EQ123 FIRST FLOOR EQUIPMENT POWER PLAN - SECTOR 3
EQ221 SECOND FLOOR EQUIPMENT POWER PLAN - SECTOR 1
EQ222 SECOND FLOOR EQUIPMENT POWER PLAN - SECTOR 2
EQ223 SECOND FLOOR EQUIPMENT POWER PLAN - SECTOR 3
EQ321 ROOF EQUIPMENT POWER PLAN - SECTOR 1
EQ322 ROOF EQUIPMENT POWER PLAN - SECTOR 2
EQ323 ROOF EQUIPMENT POWER PLAN - SECTOR 3
EQ600 MECHANICAL EQUIPMENT CONNECTION SCHEDULE
EL001 LIGHTING LEGEND AND SCHEDULES 1 12/04/24
EL121 FIRST FLOOR LIGHTING PLAN - SECTOR 1 1 12/04/24
EL122 FIRST FLOOR LIGHTING PLAN - SECTOR 2
EL123 FIRST FLOOR LIGHTING PLAN - SECTOR 3 1 12/04/24
EL211 SECOND FLOOR LIGHTING PLAN - SECTOR 1 1 12/04/24
EL212 SECOND FLOOR LIGHTING PLAN - SECTOR 2
EL213 SECOND FLOOR LIGHTING PLAN - SECTOR 3 1 12/04/24
EL501 LIGHTING DETAILS
E-600 FEEDER SCHEDULE
E-601A ELECTRICAL ONE-LINE--EXISTING
E-601B ELECTRICAL ONE-LINE DIAGRAM-REMODEL 1 12/04/24
E-601C ELECTRICAL ONE-LINE DIAGRAM - NEW SERVICE 1 12/04/24
E-611 ELECTRICAL SCHEDULES 1 12/04/24
E-612 ELECTRICAL SCHEDULES 1 12/04/24
E-613 ELECTRICAL SCHEDULES 1 12/04/24
E-614 ELECTRICAL SCHEDULES 1 12/04/24
TELECOMMUNICATIONS
T-000 TELECOM GENERAL NOTES, SYMBOLS & ABBREVIATIONS 1 12/04/24
T-010 TELECOMMUNICATIONS SITE PLAN
T-110 FIRST FLOOR TELECOMMUNICATIONS PLAN - COMPOSITE
T-111 FIRST FLOOR TELECOMMUNICATION PLAN - SECTOR 1 1 12/04/24
T-112 FIRST FLOOR TELECOMMUNICATION PLAN - SECTOR 2
T-113 FIRST FLOOR TELECOMMUNICATION PLAN - SECTOR 3 1 12/04/24
T-120 SECOND FLOOR TELECOMMUNICATION PLAN - COMPOSITE
T-121 SECOND FLOOR TELECOMMUNICATION PLAN - SECTOR 1 1 12/04/24
T-122 SECOND FLOOR TELECOMMUNICATION PLAN - SECTOR 2
T-123 SECOND FLOOR TELECOMMUNICATION PLAN - SECTOR 3
T-210 FIRST FLOOR TELECOMMUNICATIONS RCP – COMPOSITE
T-401 TELECOMMUNICATIONS ENLARGED PLANS - A6-103
T-402 TELECOMMUNICATIONS ENLARGED PLANS - A2-105
T-501 TELECOMMUNICATIONS DETAILS
T-502 TELECOMMUNICATIONS DETAILS 1 12/04/24
T-503 TELECOMMUNICATIONS DETAILS 1 12/04/24
T-601 TELECOMMUNICATIONS RISERS
T-701 TELECOMMUNICATIONS BACKBONE DIAGRAM
T-801 TELECOMMUNICATIONS SCHEDULES 1 12/04/24
AUDIO VISUAL
TA000 AUDIO VISUAL SYMBOLS & ABBREVIATIONS
TA120 SECOND FLOOR AUDIO VISUAL PLAN - COMPOSITE
TA121 SECOND FLOOR AUDIO VISUAL PLAN - SECTOR 1
TA123 SECOND FLOOR AUDIO VISUAL PLAN - SECTOR 3
TA401 AUDIO VISUAL ENLARGED PLANS - CONF S2-202
TA402 AUDIO VISUAL ENLARGED PLANS - CONF A6-202
TA501 AUDIO VISUAL DETAILS
SECURITY
TY000 SECURITY SYMBOLS & ABBREVIATIONS
TY110 FIRST FLOOR SECURITY PLAN - COMPOSITE
TY111 FIRST FLOOR SECURITY PLAN - SECTOR 1 1 12/04/24
TY112 FIRST FLOOR SECURITY PLAN - SECTOR 2 1 12/04/24
TY113 FIRST FLOOR SECURITY PLAN - SECTOR 3 1 12/04/24
TY120 SECOND FLOOR SECURITY PLAN - COMPOSITE
TY121 SECOND FLOOR SECURITY PLAN - SECTOR 1 1 12/04/24
TY122 SECOND FLOOR SECURITY PLAN - SECTOR 2
TY123 SECOND FLOOR SECURITY PLAN - SECTOR 3 1 12/04/24
TY401 SECURITY ENLARGED PLAN - A6-103 1 12/04/24
TY402 SECURITY ENLARGED PLAN - A2-105 1 12/04/24
TY500 ACCESS CONTROL DOOR DETAILS
TY501 ACCESS CONTROL DOOR DETAILS 1 12/04/24
TY502 SECURITY DETAILS
SHEET INDEX
SHEET
NUMBER SHEET NAME REVISION
REVISION
DATE
PLUMBING
P-001 LEGEND AND ABBREVATIONS
PD110 FIRST FLOOR PLUMBING DEMOLITION PLAN - COMPOSITE
PD111 FIRST FLOOR PLUMBING DEMOLITION PLAN - SECTOR 1
PD113 FIRST FLOOR PLUMBING DEMOLITION PLAN - SECTOR 3
PD120 SECOND FLOOR PLUMBING DEMOLITION PLAN - COMPOSITE
PD121 SECOND FLOOR PLUMBING DEMOLITION PLAN - SECTOR 1
PD123 SECOND FLOOR PLUMBING DEMOLITION PLAN - SECTOR 3
PP100 UNDERGROUND SANITARY AND VENT - COMPOSITE
PP101 UNDERGROUND SANITARY AND VENT - SECTOR 1 1 12/04/24
PP103 UNDERGROUND SANITARY AND VENT - SECTOR 3
PP110 FIRST FLOOR SANITARY AND VENT - COMPOSITE
PP111 FIRST FLOOR SANITARY AND VENT - SECTOR 1 1 12/04/24
PP113 FIRST FLOOR SANITARY AND VENT - SECTOR 3
PP120 SECOND FLOOR SANITARY AND VENT - COMPOSITE
PP121 SECOND FLOOR SANITARY AND VENT - SECTOR 1 1 12/04/24
PP123 SECOND FLOOR SANITARY AND VENT - SECTOR 3 1 12/04/24
PP210 FIRST FLOOR SUPPLY - COMPOSITE
PP211 FIRST FLOOR SUPPLY - SECTOR 1 1 12/04/24
PP213 FIRST FLOOR SUPPLY - SECTOR 3
PP220 SECOND FLOOR SUPPLY - COMPOSITE
PP221 SECOND FLOOR SUPPLY - SECTOR 1 1 12/04/24
PP223 SECOND FLOOR SUPPLY - SECTOR 3 1 12/04/24
P-501 SCHEDULES 1 12/04/24
P-601 DETAILS
P-701 PLUMBING RISERS - SECTOR 1 1 12/04/24
P-702 PLUMBING RISERS - SECTOR 3 1 12/04/24
MECHANICAL
M-001 LEGEND AND ABBREVIATIONS
MD110 FIRST FLOOR HVAC DEMOLITION PLAN - COMPOSITE
MD113 FIRST FLOOR HVAC DEMOLITION PLAN - SECTOR 3
MD120 SECOND FLOOR HVAC DEMOLITION PLAN - COMPOSITE
MD121 SECOND FLOOR HVAC DEMOLITION PLAN - SECTOR 1
MD123 SECOND FLOOR HVAC DEMOLITION PLAN - SECTOR 3
MD130 ROOF MECHANICAL DEMOLITION PLAN - COMPOSITE
MD131 ROOF MECHANICAL DEMOLITION PLAN - SECTOR 1
MD133 ROOF MECHANICAL DEMOLITION PLAN - SECTOR 3
MD210 FIRST FLOOR PIPING DEMOLITION PLAN - COMPOSITE
MD211 FIRST FLOOR PIPING DEMOLITION PLAN - SECTOR 1
MD213 FIRST FLOOR PIPING DEMOLITION PLAN - SECTOR 3
MD220 SECOND FLOOR PIPING DEMOLITION PLAN - COMPOSITE
MD221 SECOND FLOOR PIPING DEMOLITION PLAN - SECTOR 1
MD223 SECOND FLOOR PIPING DEMOLITION PLAN - SECTOR 3
MH110 FIRST FLOOR HVAC PLAN - COMPOSITE
MH111 FIRST FLOOR HVAC PLAN - SECTOR 1
MH113 FIRST FLOOR HVAC PLAN - SECTOR 3
MH120 SECOND FLOOR HVAC PLAN - COMPOSITE
MH121 SECOND FLOOR HVAC PLAN - SECTOR 1 1 12/04/24
MH123 SECOND FLOOR HVAC PLAN - SECTOR 3 1 12/04/24
M-130 ROOF MECHANICAL PLAN - COMPOSITE
M-131 ROOF MECHANICAL PLAN - SECTOR 1
M-133 ROOF MECHANICAL PLAN - SECTOR 3
MP210 FIRST FLOOR PIPING PLAN - COMPOSITE
MP211 FIRST FLOOR PIPING PLAN - SECTOR 1
MP213 FIRST FLOOR PIPING PLAN - SECTOR 3
MP220 SECOND FLOOR PIPING PLAN - COMPOSITE
MP221 SECOND FLOOR PIPING PLAN - SECTOR 1
MP223 SECOND FLOOR PIPING PLAN - SECTOR 3
M-401 LARGE SCALE UTILITY A3-103 MECHANICAL PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-603 MECHANICAL SCHEDULES
M-604 MECHANICAL SCHEDULES
M-701 MECHANICAL SCHEMATICS 1 12/04/24
M-702 MECHANICAL SCHEMATICS
M-801 CONTROL SCHEMATICS 1 12/04/24
M-802 CONTROL SCHEDULES
M-803 RTU/DOAS CONTROL SEQUENCES AND SCHEMATICS
M-804 ROOFTOP UNIT POINTS SCHEDULE
M-805 DOAS POINTS SCHEDULE
M-806 DUCTLESS SPLIT AIR CONDITIONER
SEQUENCE/SCHEMATIC/POINTS SCHEDULE
M-807 CHILLER CONTROL SEQUENCE AND SCHEMATICS 1 12/04/24
M-808 CHILLER POINTS SCHEDULE 1 12/04/24
M-809 ELECTRIC UNIT HEATER CONTROL
SEQUENCE/SCHEMATIC/POINTS SCHEDULE
M-810 SHUTDOWN SWITCH CONTROL SEQUENCE/SCHEMATIC/POINTS
SCHEDULE
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2Q R
R
_P la ns -0
S S
S
S
S S
S S
S S
S
S
S S
S
S
S SS
S S
S S
S S
S
MAINTENANCE SHOP
S7-101
LABORATORY
S2-101
LABORATORY
S1-101
UTILITY
A6-103
LABORATORY
S4-101
LABORATORY
S3-102
UTILITY
A3-104
ADMINISTRATIVE
VESTIBULE
A3-101
LABORATORY
S6-101
UTILITY
A3-105
ADMINISTRATIVE
VESTIBULE
A2-101
UTILITY
A2-105 TD: 46 FT
TD: 48 FT TD: 37 FT
2S-101A
6S-101C
6S-101A
6A-101A
0.2
33"
0.2
67"
0.2
67" 0.2
67"
0.2
33"
0.2
33"
0.2
33"
0.2
33"
0.2
33"
0.2
67"
0.2
67"
OPEN OFFICE
A1-102
0.2
67"
1 1
FEB
FEB
FEB
FEB
FEB
TD: 58 FT
WORKROOM
A4-102
TEST CHAMBER
S5-102
CONTINUED
FROM GI120
FMCUTSP
TSP
TSP
CP: 81 FT
CP: 62 FT CP: 83 FT
CONTINUED
FROM GI120CONTINUED
FROM GI120
7S-101A
6A-103A 2A-105A
1S-101B
1A-102A
1A-101A
STANDS 6 & 7 STAND 5 STANDS 3 & 4 STANDS 1 & 2
OPEN
(NO ROOF)
0.2
67"
0.2
67"
0.2
33"
0.2
33"
0.2
67"
0.2
67"
0.2
33"
OPEN
(NO ROOF)
LOCLOC
LOC
LO
C
ELECTRICAL
E1-101
FEB
FEB
FEB
FEB
FEB
FEB
TD: 99 FT
TD: 43 FT
TD: 38 FT
BUILDING B71A
2S-101B
TD: 48 FT
2A-108A
CP: 73 FT
CONTINUED
FROM GI120CONTINUED
FROM GI120
TD: 107 FT
TRAVEL DISTANCE, TD
COMMON PATH, CP
DEAD END DISTANCE, DE
ACCESSIBLE ENTRANCE/EXIT
EXIT LIGHT CEILING MOUNT
EXIT LIGHT WALL MOUNT
MULTIPURPOSE DRY CHEMICAL FIRE
EXTINGUISHER IN CABINET (FEC)
MULTIPURPOSE DRY CHEMICAL FIRE
EXTINGUISHER ON BRACKET (FEB)
1-HOUR FIRE BARRIER
SMOKE PARTITION
2-HOUR FIRE BARRIER
FIRE RATED DOOR (X=DOOR RATING IN HRS)
DOOR NUMBER
LIFE SAFETY LEGEND
OCCUPANCY CLASSIFICATION
S S
X
NFPA 101: ORDINARY HAZARD STORAGE
IBC: MODERATE-HAZARD STORAGE, GROUP S-1
NFPA 101: NEW BUSINESS
IBC: BUSINESS, GROUP B
FEC
FEB
XXXX
.X
XXX
XX
XX" CLEAR WIDTH
EXIT CAPACITY FACTOR
CALCULATED EXIT CAPACITY
ASSIGNED EXIT CAPACITY
SECURE AREA BOUNDARY
WHERE INCIDENTAL TO ANOTHER OCCUPANCY, AREAS USED FOR STORAGE
SHALL BE PERMITTED TO BE CONSIDERED PART OF THE PREDOMINANT
OCCUPANCY AND SHALL BE SUBJECT TO THE PROVISIONS OF THE CODE THAT
APPLY TO THE PREDOMINANT OCCUPANCY (IBC §311.1.1, NFPA 101 §6.1.14.1.3).
KEY PLAN
SHEET ID
D E
S
IG
N B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
F ile
P a th
P lo t D a te
US Army Corps of Engineers ®
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
S
IZ
E
A N
S I D
. P R
O J E
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
Z H
T V
W R
IG
H
T -P
A T
T E
R S
O N
A
IR
F O
R C
E B
A S
E , O
H
IO
R E
N O
V A
T E
M A
T E
R
IA
LS
A
N A
LY
S
IS
L
A B
F /2
B
U
IL
D
IN
G
P
2# : 5
C
R e v it L o c a l\ F
IR
E
-C F d a n ie l.
n in o X
S T
T F
.r v t
/2 /2
:1
:0
P
M
GI110
C
E N
N
IS
F S
E G
O V
IA
N
S A
N M
A N
N
M B
U T
L E
R
LI
F
E S
A F
E T
Y P
LA
N
F
IR
S
T F
L O
O R
A M
E N
D M
E N
T
O C
T O
B E
R
1/16" = 1'-0"
LIFE SAFETY PLAN - FIRST FLOOR
PLAN NORTH
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
E
L E
C
FIRST FLOOR OCCUPANT LOAD CALCULATIONS - STANDS 1 & 2
ROOM / AREA ROOM NUMBER SQ. FT.
OCCUPANCY
CLASSIFICATION
OCCUPANT LOAD FACTOR
(SQ.FT / PERSON)
GROSS OR
NET
OCCUPANT
LOAD
VESTIBULE & OFFICE A1-102 511.91 BUSINESS 150 GROSS 4
VESTIBULES, OFFICE, AND TOILETS A2-101-103 1,395.30 BUSINESS 150 GROSS 10
UTILITY A2-105 502.07 BUILDING EQUIPMENT 500 GROSS 2
LABORATORY S1-101 1,887.59 INDUSTRIAL USE 100 GROSS 19
LABORATORY S2-101 1,756.64 INDUSTRIAL USE 100 GROSS 18
6,053.51 53
KEY NOTES :
1. THE ASSIGNED EXIT CAPACITY INCLUDES THE OCCUPANT LOAD
FROM THE SECOND FLOOR. REFER TO SHEET GI120 FOR
ASSOCIATED AREA AND OCCUPANT LOAD CALCULATIONS.
2. LESS THAN 3 FT BETWEEN BUILDINGS B71 AND B71A. EACH
EXTERIOR WALL SHALL BE 2 HOUR FIRE RATED.
3. STEAM TUNNEL SEPARATION FROM BUILDING IS 3 HOURS.
4. VERTICAL ROLLING DOOR ASSEMBLY PERMITTED AS THE
OCCUPANT LOAD DOES NOT EXCEED 10 AND THE ROOM CONTAINS
ORDINARY HAZARD CONTENTS PER NFPA 101 §7.2.1.4.1(5). A
READILY VISIBLE SIGN ADJACENT TO THE DOOR OPENING SHALL BE
PROVIDED IN LETTERS AT LEAST 1 INCH HIGH ON A CONTRASTING
BACKGROUND THAT READS AS FOLLOWS: "THIS DOOR TO REMAIN
OPEN WHEN THE SPACE IS OCCUPIED."
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE
CONSTRUCTION CONTRACT AND ALL INFORMATION CONTAINED HERE IS
LOCATED ON CONSTRUCTION DOCUMENTS.
STANDS 6 & 7, STAND 5, STANDS 3 & 4, AND STANDS 1 & 2 HAVE ARE INDEPENDENT IN TERMS OF MEANS OF EGRESS. OCCUPANTS FROM ONE STAND OR GROUP OF STANDS CANNOT EGRESS THROUGH ANOTHER STAND. THUS, OCCUPANT LOAD CALCULATIONS ARE PROVIDED BY STAND OR GROUP OF STANDS. THE OCCUPANT LOAD FACTORS ARE FROM UFC 3-600-01 TABLE 10-1 AND NFPA 101 TABLE 7.3.1.2.
GENERAL NOTES:
1. PANELS FOR FIRE ALARM SHOWN. REFER TO FA SERIES
DRAWINGS FOR INITIATING AND NOTIFICATION DEVICE LOCATION.
DEVICES OMITTED TO ENSURE LIFE SAFETY ITEMS ARE LEGIBLE.
2. THE EXIT SIGNS SHOWN IN STANDS 3 & 4 ARE EXISTING FROM AS-
BUILT DRAWINGS DATED FEBRUARY 1, 2017.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
FIRST FLOOR OCCUPANT LOAD CALCULATIONS - STANDS 3 & 4
ROOM / AREA ROOM NUMBER SQ. FT.
OCCUPANCY
CLASSIFICATION
OCCUPANT LOAD FACTOR
(SQ.FT / PERSON)
GROSS OR
NET
OCCUPANT
LOAD
ADMIN VESTIBULE & TOILETS A3-101-103 & S3-101 645.46 BUSINESS 150 GROSS 5
UTILITY A3-104 & 105 1,165.73 BUILDING EQUIPMENT 500 GROSS 3
LABORATORY S3-102 1,121.55 INDUSTRIAL USE 100 GROSS 12
LABORATORY S4-101 1,695.79 INDUSTRIAL USE 100 GROSS 17
4,628.53 37
FIRST FLOOR OCCUPANT LOAD CALCULATIONS - STAND 5
ROOM / AREA ROOM NUMBER SQ. FT.
OCCUPANCY
CLASSIFICATION
OCCUPANT LOAD FACTOR
(SQ.FT / PERSON)
GROSS OR
NET
OCCUPANT
LOAD
WORKROOM A4-102 978.27 INDUSTRIAL USE 100 GROSS 10
TEST CHAMBER S5-102 881.94 INDUSTRIAL USE 100 GROSS 9
1,860.22 19
FIRST FLOOR OCCUPANT LOAD CALCULATIONS - STANDS 6 & 7
ROOM / AREA ROOM NUMBER SQ. FT.
OCCUPANCY
CLASSIFICATION
OCCUPANT LOAD FACTOR
(SQ.FT / PERSON)
GROSS OR
NET
OCCUPANT
LOAD
ADMIN VEST & TOILET A6-101 & 102 435.70 BUSINESS 150 GROSS 3
UTILITY A6-103 617.21 BUILDING EQUIPMENT 500 GROSS 2
ELECTRICAL E1-101 357.16 BUILDING EQUIPMENT 500 GROSS 1
LABORATORY S6-101 1,977.47 INDUSTRIAL USE 100 GROSS 20
MAINTENANCE SHOP S7-101 1,595.63 INDUSTRIAL USE 100 GROSS 16
4,983.17 42
0 8' 16' 32'
OCCUPANT LOAD CALCULATIONS
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L W
2Q
R
R
_P la ns
-0
LO
CLO
C
LO
C
LO
C
LO
C
LO
CLO
C
LO
C
OPEN OFFICE
A6-201
OPEN OFFICE
A2-201OPEN OFFICE
A3-201
OFFICE
A3-202
OFFICE
A3-203
CONFERENCE
A3-204 CORRIDOR
A3-205
LABORATORY
PLATFORM
S3-201
CP: 81 FT
CP: 62 FT
TD: 33 FT
TD: 51 FT
TD: 65 FT
0.2
33"
0.2
33"
0.2
33"
FEB
FEB
FEB
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
TD: 95 FT
CONT. ON
SHEET
GI110
CONT. ON
SHEET
GI110
CONT. ON
SHEET
GI110
CP: 83 FT
FEB
FEB
6A-201A 2A-201A 1A-201A
STANDS 6 & 7 STAND 5 STANDS 3 & 4 STANDS 1 & 2
OPEN
(NO ROOF)
OPEN
(NO ROOF) NO SECOND
FLOOR
OPEN TO
BELOW
OPEN TO
BELOW
OPEN
TO
BELOW
OPEN
TO
BELOW
STAND-4
S4-201
OFFICE
A4-201 STORAGE
S1-201
OPEN OFFICE
A1-201
OPEN OFFICE
S2-201
CONFERENCE ROOM
S2-202
LABORATORY
PLATFORM
S6-201
MEETING ROOM
A6-202
0.2
33"
0.2
33"
STORAGE
S7-201
FEB FEB
FEB
FEB
FEB
TD: 41 FT
TD: 81 FT
TD: 107 FT
BUILDING B71ALO
C
CP: 73 FT
CONT. ON
SHEET
GI110
CONT. ON
SHEET
GI110
KEY PLAN
TRAVEL DISTANCE, TD
COMMON PATH, CP
DEAD END DISTANCE, DE
ACCESSIBLE ENTRANCE/EXIT
EXIT LIGHT CEILING MOUNT
EXIT LIGHT WALL MOUNT
MULTIPURPOSE DRY CHEMICAL FIRE
EXTINGUISHER IN CABINET (FEC)
MULTIPURPOSE DRY CHEMICAL FIRE
EXTINGUISHER ON BRACKET (FEB)
1-HOUR FIRE BARRIER
SMOKE PARTITION
2-HOUR FIRE BARRIER
FIRE RATED DOOR (X=DOOR RATING IN HRS)
DOOR NUMBER
LIFE SAFETY LEGEND
OCCUPANCY CLASSIFICATION
S S
X
NFPA 101: ORDINARY HAZARD STORAGE
IBC: MODERATE-HAZARD STORAGE, GROUP S-1
NFPA 101: NEW BUSINESS
IBC: BUSINESS, GROUP B
FEC
FEB
XXXX
.X
XXX
XX
XX" CLEAR WIDTH
EXIT CAPACITY FACTOR
CALCULATED EXIT CAPACITY
ASSIGNED EXIT CAPACITY
SECURE AREA BOUNDARY
WHERE INCIDENTAL TO ANOTHER OCCUPANCY, AREAS USED FOR STORAGE
SHALL BE PERMITTED TO BE CONSIDERED PART OF THE PREDOMINANT
OCCUPANCY AND SHALL BE SUBJECT TO THE PROVISIONS OF THE CODE THAT
APPLY TO THE PREDOMINANT OCCUPANCY (IBC §311.1.1, NFPA 101 §6.1.14.1.3).
SHEET ID
D E
S
IG
N B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
F ile
P a th
P lo t D a te
US Army Corps of Engineers ®
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
S
IZ
E
A N
S I D
. P R
O J E
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
Z H
T V
W R
IG
H
T -P
A T
T E
R S
O N
A
IR
F O
R C
E B
A S
E , O
H
IO
R E
N O
V A
T E
M A
T E
R
IA
LS
A
N A
LY
S
IS
L
A B
F /2
B
U
IL
D
IN
G
P
2# : 5
C
R e v it L o c a l\ F
IR
E
-C F d a n ie l.
n in o X
S T
T F
.r v t
/2 /2
:1
:0
P
M
GI120
C
E N
N
IS
F S
E G
O V
IA
N
S A
N M
A N
N
M B
U T
L E
R
LI
F
E S
A F
E T
Y P
LA
N
S
E C
O N
D F
L O
O R
A M
E N
D M
E N
T
O C
T O
B E
R
1/16" = 1'-0"
LIFE SAFETY PLAN - SECOND FLOOR
PLAN NORTH
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
E
L E
C
SECOND FLOOR OCCUPANT LOAD CALCULATIONS - STANDS 1 & 2
ROOM / AREA ROOM NUMBER SQ. FT. OCCUPANCY CLASSIFICATION
OCCUPANT LOAD FACTOR
(SQ.FT / PERSON)
GROSS OR
NET
OCCUPANT
LOAD
OFFICE A1-201 482.80 BUSINESS 150 GROSS 4
OPEN OFFICES A2-201 & S2-201 2,196.01 CONCENTRATED BUSINESS 50 GROSS 44
STORAGE S1-201 1,587.99 STORAGE 500 GROSS 4
CONFERENCE ROOM S2-202 287.50 ASSEMBLY, LESS CONCENTRATED 15 NET 20
4,554.30 72
THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE
CONSTRUCTION CONTRACT AND ALL INFORMATION CONTAINED HERE IS
LOCATED ON CONSTRUCTION DOCUMENTS.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
GENERAL NOTES:
1. PANELS FOR FIRE ALARM SHOWN. REFER TO FA SERIES
DRAWINGS FOR INITIATING AND NOTIFICATION DEVICE LOCATION.
DEVICES OMITTED TO ENSURE LIFE SAFETY ITEMS ARE LEGIBLE.
2. THE EXIT SIGNS SHOWN IN STANDS 3 & 4 ARE EXISTING FROM AS-
BUILT DRAWINGS DATED FEBRUARY 1, 2017.
SECOND FLOOR OCCUPANT LOAD CALCULATIONS - STANDS 3 & 4
ROOM / AREA ROOM NUMBER SQ. FT. OCCUPANCY CLASSIFICATION
OCCUPANT LOAD FACTOR
(SQ.FT / PERSON)
GROSS OR
NET
OCCUPANT
LOAD
OFFICES A3-201-203 & 205 1,230.72 BUSINESS 150 GROSS 9
CONFERENCE A3-204 299.10 ASSEMBLY, LESS CONCENTRATED 15 NET 20
LABORATORY PLATFORM S3-201 1,141.93 INDUSTRIAL USE 100 GROSS 12
STAND-4 S4-201 1,152.24 INDUSTRIAL USE 100 GROSS 12
3,823.97 53
SECOND FLOOR OCCUPANT LOAD CALCULATIONS - STAND 5
ROOM / AREA ROOM NUMBER SQ. FT. OCCUPANCY CLASSIFICATION
OCCUPANT LOAD FACTOR
(SQ.FT / PERSON)
GROSS OR
NET
OCCUPANT
LOAD
OFFICE A4-201 800.13 BUSINESS 150 GROSS 6
800.13 6
SECOND FLOOR OCCUPANT LOAD CALCULATIONS - STANDS 6 & 7
ROOM / AREA ROOM NUMBER SQ. FT. OCCUPANCY CLASSIFICATION
OCCUPANT LOAD FACTOR
(SQ.FT / PERSON)
GROSS OR
NET
OCCUPANT
LOAD
OPEN OFFICE A6-201 803.15 CONCENTRATED BUSINESS 50 GROSS 17
MEETING ROOM A6-202 215.01 ASSEMBLY, LESS CONCENTRATED 15 NET 15
LABORATORY PLATFORM S6-201 1,069.72 STORAGE 500 GROSS 3
STORAGE S7-201 1,425.40 STORAGE 500 GROSS 3
3,513.28 38
0 8' 16' 32'
STANDS 6 & 7, STAND 5, STANDS 3 & 4, AND STANDS 1 & 2 HAVE ARE INDEPENDENT IN TERMS OF MEANS OF EGRESS. OCCUPANTS FROM ONE STAND OR GROUP OF STANDS CANNOT EGRESS THROUGH ANOTHER STAND. THUS, OCCUPANT LOAD CALCULATIONS ARE PROVIDED BY STAND OR GROUP OF STANDS. THE OCCUPANT LOAD FACTORS ARE FROM UFC 3-600-01 TABLE 10-1 AND NFPA 101 TABLE 7.3.1.2.
OCCUPANT LOAD CALCULATIONS
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L W
2Q
R
R
_P la ns
-0
FACE TO FACE OF CONCRETE
20'-0" (FIELD VERIFY)
FACE TO FACE OF CONCRETE
23'-0" (FIELD VERIFY)
FACE TOFACE OF CONCRETE
23'-0" (FIELD VERIFY)
5'-4" +/- 17'-8" +/-
/2
/2
8" TYP 8" TYP
F2 F2
3.104
3.104
3.104
3.104
TOF
98'-0"
(TYP. OF 3)
TOF
98'-0"
(TYP. OF 3)
6.5 6.2
6.A
6.B
6.C
6.D
7.C
7.D
7.E
7.F
7.5 7.1
8" 12'-8" 6'-0" 8"
7 STAND 6 STAND
8" 20'-0" 2'-4"
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
(F
IE
L D
V E
R
IF
Y
TOF
99'-0"
TOF
99'-0"
EX. TOF
95'-0"
EX. TOF
95'-0"
(TYP. OF 4)
5" 6'-10" +/- 8'-6" 6'-10"
5"
F2.5
F2.5A
F2.5A
F2.5 F2.5
F2.5A
F2.5A
F2.5
TOF
99'-0"
(TYP. OF 8)
C
S
-1
C
S
-1
3.102
7.B
7.A
7.2
L17 S-501
TYP
L17 S-501
TYP
H17 S-501
H17 S-501
TYP
13'-3" 2'-0"
3.111
3.111
3.111
3.111
TOF
98'-0"
3.104 3.104
FOUNDATION
PLAN GENERAL NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR SITE DATUM OF FINISHED
FLOOR. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS = TOP OF
EXISTING STEAM TUNNEL LID IN EACH STAND OR ADMIN SPACE.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,
AND SYMBOLOGY.
4. TOP OF FOOTING ELEVATION = 99'-0" UNLESS NOTED OTHERWISE.
5. REFER TO SHEET S-101 FOR FOUNDATION SCHEDULES.
REFER TO SHEET S-601 FOR ALL OTHER SCHEDULES.
6. REFER TO SHEET S-501 FOR TYPICAL FOUNDATION DETAILS.
SHEET ID
D E
S
IG
N B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
F ile
P a th
P lo t D a te
US Army Corps of Engineers ®
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
S
IZ
E
A N
S I D
P R
O J E
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W R
IG
H
T -P
A T
T E
R S
O N
A
IR
F O
R C
E B
A S
E O
H
IO
R E
N O
V A
T E
M A
T E
R
IA
L S
A N
A L
Y S
IS
L
A B
F /2
B U
IL
D
IN
G
P
Z H
T V
-2
.0
M H
P R
O J E
C T
N O
C
R e v it L o c a l\ S
T R
C -C
F m a rk
.e lli s m e a d h u n t.
c o m
.r v t
/2 /2
:4
:4
P
M
S-101
F O
U N
D A
T
IO
N P
L A
N
S E
C T
O R
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
M E
L L
IS
D
M A
T T
H E
W S
J
F E
N S
K E
M B
U T
L E
R
O C
T O
B E
R
1/8" = 1'-0"S-101
FOUNDATION PLAN - SECTOR 1C5
GRAPHIC SCALE 1/8" = 1'-0"
KEYED NOTES
3.102 CONCRETE FOOTING: 9'-0" WIDE X 24" THICK X FULL WIDTH OF BAY
WITH #6 BARS AT 8" OC. EACH WAY, TOP AND BOTTOM. PROVIDE
STANDARD HOOK AT ENDS OF TOP BARS.
3.104 CONCRETE FOOTING: 24" THICK WITH #6 BARS AT 8" OC. EACH WAY,
TOP AND BOTTOM. SEE PLAN FOR EXTENTS OF FOOTING. PROVIDE
STANDARD HOOK AT ENDS OF TOP BARS.
3.111 PROVIDE 1" VIBRATION ISOLATION JOINT BETWEEN EDGES OF
CONCRETE FOOTINGS AND SURROUNDING STRUCTURE.
CONCRETE SPREAD FOOTING SCHEDULE
MARK
SIZE BOTTOM REINFORCEMENT TOP REINFORCEMENT
REMARKSWIDTH LENGTH THICKNESS LONG. TRANS. LONG. TRANS.
F2 2'-0" 2'-0" 1'-0" (3) #5 BARS (3) #5 BARS
F2.5 2'-6" 2'-6" 1'-0" (3) #5 BARS (3) #5 BARS
F2.5A 2'-6" 4'-9" 1'-0" (3) #5 BARS (5) #5 BARS
CONCRETE SPREAD FOOTING SCHEDULE GENERAL NOTES
1. SEE NOTE SHEET S-001 FOR BEARING SOILS PREPARATION REQUIREMENTS.
PLAN NORTH
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
E
L E
C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
W
2Q R
R
_P la ns -0
NO WORK IN SECTOR 2
C
S
-1
C
S
-1
C
S
-1
C
S
-1
FOUNDATION
PLAN GENERAL NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR SITE DATUM OF FINISHED
FLOOR. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS = TOP OF
EXISTING STEAM TUNNEL LID IN EACH STAND OR ADMIN SPACE.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,
AND SYMBOLOGY.
4. TOP OF FOOTING ELEVATION = 99'-0" UNLESS NOTED OTHERWISE.
5. REFER TO SHEET S-101 FOR FOUNDATION SCHEDULES.
REFER TO SHEET S-601 FOR ALL OTHER SCHEDULES.
6. REFER TO SHEET S-501 FOR TYPICAL FOUNDATION DETAILS.
SHEET ID
D E
S
IG
N B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
F ile
P a th
P lo t D a te
US Army Corps of Engineers ®
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
S
IZ
E
A N
S I D
P R
O J E
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W R
IG
H
T -P
A T
T E
R S
O N
A
IR
F O
R C
E B
A S
E O
H
IO
R E
N O
V A
T E
M A
T E
R
IA
L S
A N
A L
Y S
IS
L
A B
F /2
B U
IL
D
IN
G
P
Z H
T V
-2
.0
M H
P R
O J E
C T
N O
C
R e v it L o c a l\ S
T R
C -C
F m a rk
.e lli s m e a d h u n t.
c o m
.r v t
/2 /2
:4
:4
P
M
S-102
F O
U N
D A
T
IO
N P
L A
N
S E
C T
O R
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
M E
L L
IS
D
M A
T T
H E
W S
J
F E
N S
K E
M B
U T
L E
R
O C
T O
B E
R
1/8" = 1'-0"S-102
FOUNDATION PLAN - SECTOR 2C5
GRAPHIC SCALE 1/8" = 1'-0"
PLAN NORTH
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
E
L E
C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
W
2Q R
R
_P la ns -0
1.A
1.5 1.1
1.B
1.C
1.E
1.F
2.5 2.1
2.A
2.G
2.B
2.C
2.E
2.F
1.4
FACE TO FACE OF CONCRETE
20'-0" (FIELD VERIFY)
1'-2"
FACE TO FACE OF CONCRETE
22'-0" (FIELD VERIFY)
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
8" 18'-8" 8"
1'-2" 8"
1'-0" 19'-8" 8"
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
2 STAND 1 STAND
3.101
3.101
3.101
3.101
3.101
3.101
3.103
3.102
3.101
TOF
98'-0"
(TYP. OF 6)
5'-4" 16'-10" (FIELD VERIFY)
/2
/2
F2 F2
TOF
99'-0"
TOF
99'-0"
EX. TOF
95'-0"
(TYP. OF 4)
C
S
-1
C
S
-1
1.D
3.101
3.101
H17 S-501
TYP
L17 S-501
TYP
L17 S-501
TYP
TOF
98'-0"
(TYP. OF 5)
FOUNDATION
PLAN GENERAL NOTES:
1. SEE ARCHITECTURAL DRAWINGS FOR SITE DATUM OF FINISHED
FLOOR. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS = TOP OF
EXISTING STEAM TUNNEL LID IN EACH STAND OR ADMIN SPACE.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,
AND SYMBOLOGY.
4. TOP OF FOOTING ELEVATION = 99'-0" UNLESS NOTED OTHERWISE.
5. REFER TO SHEET S-101 FOR FOUNDATION SCHEDULES.
REFER TO SHEET S-601 FOR ALL OTHER SCHEDULES.
6. REFER TO SHEET S-501 FOR TYPICAL FOUNDATION DETAILS.
SHEET ID
D E
S
IG
N B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
F ile
P a th
P lo t D a te
US Army Corps of Engineers ®
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
S
IZ
E
A N
S I D
P R
O J E
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W R
IG
H
T -P
A T
T E
R S
O N
A
IR
F O
R C
E B
A S
E O
H
IO
R E
N O
V A
T E
M A
T E
R
IA
L S
A N
A L
Y S
IS
L
A B
F /2
B U
IL
D
IN
G
P
Z H
T V
-2
.0
M H
P R
O J E
C T
N O
C
R e v it L o c a l\ S
T R
C -C
F m a rk
.e lli s m e a d h u n t.
c o m
.r v t
/2 /2
:4
:5
P
M
S-103
F O
U N
D A
T
IO
N P
L A
N
S E
C T
O R
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
M E
L L
IS
D
M A
T T
H E
W S
J
F E
N S
K E
M B
U T
L E
R
O C
T O
B E
R
1/8" = 1'-0"S-103
FOUNDATION PLAN - SECTOR 3C5
GRAPHIC SCALE 1/8" = 1'-0"
KEYED NOTES
3.101 CONCRETE FOOTING: 8'-0" WIDE X 24" THICK X FULL WIDTH OF BAY
WITH #6 BARS AT 8" OC. EACH WAY, TOP AND BOTTOM. PROVIDE
STANDARD HOOK AT ENDS OF TOP BARS.
3.102 CONCRETE FOOTING: 9'-0" WIDE X 24" THICK X FULL WIDTH OF BAY
WITH #6 BARS AT 8" OC. EACH WAY, TOP AND BOTTOM. PROVIDE
STANDARD HOOK AT ENDS OF TOP BARS.
3.103 CONCRETE FOOTING: 20-3" (FIELD VERIFY) WIDE X 24" THICK X FULL
WIDTH OF BAY WITH #6 BARS AT 8" OC. EACH WAY, TOP AND
BOTTOM. PROVIDE STANDARD HOOK AT ENDS OF TOP BARS.
PLAN NORTH
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
E
L E
C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
W
2Q R
R
_P la ns -0
3.202
6.5 6.2
6.A
6.B
6.C
6.D
7.C
7.D
7.E
7.F
7.5 7.1
8" 12'-8" 6'-0" 8"
FACE TO FACE OF CONCRETE
20'-0" (FIELD VERIFY)
FACE TO FACE OF CONCRETE
23'-0" (FIELD VERIFY)
7 STAND 6 STAND
8" 20'-0" 2'-4"
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
SLB06
SLB06
TSL = 100'-0"
SLB08
SLB08
SLB06
TSL = 100'-0"
3.210 3.210
C J
CJCJ
CJCJ
C J
CJCJ
C J
C J
CJCJ
C J
C J
C J
CJCJ
C J
CJCJ
CJCJ
3.203
3.205
3.205
C
S
-1
C
S
-1
NO WORK IN
5 STAND
CJCJ
CJCJ
C J
C J
FD
FD
3.210
C J
C J
CJ CJ
CJ CJ
CJ CJ
CJ
7.B
7.A
7.2
3.206
3.206
TYP
3.403
3.206
C J
FCO
FCO
FD
S L B
T S
L
D O
W N
D O
W N
D O
W N
1. SEE ARCHITECTURAL DRAWINGS FOR SITE DATUM OF FINISHED
FLOOR. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS = TOP OF
EXISTING STEAM TUNNEL LID IN EACH STAND OR ADMIN SPACE.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,
AND SYMBOLOGY.
4. REFER TO SHEET S-101 FOR FOUNDATION SCHEDULES.
REFER TO SHEET S-601 FOR ALL OTHER SCHEDULES.
5. REFER TO SHEET S-511 FOR TYPICAL DETAILS NOT REFERENCED ON
THIS SHEET.
6. REFER TO DETAIL K17/S-511 FOR STRUCTURAL SLAB TYPES.
7. FLOAT AND TROWEL FLOOR SLABS PER REQUIREMENTS OF ARCH.
FLOOR FINISH SYSTEM.
8. (2) DASHED LINES INDICATE (2) ADDITIONAL #4 BARS
(4'-0" LONG) DIAGONAL 2" FROM CORNER IN SLAB, 2" CLEAR FROM
TOP OF SLAB. REFER TO DETAIL H9/S-511 FOR ADDITIONAL SLAB
REINFORCEMENT AT DOOR OPENINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF EXISTING SLAB
DEMOLITION REQUIRED.
FLATWORK
PLAN GENERAL NOTES:
SHEET ID
D E
S
IG
N B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
F ile
P a th
P lo t D a te
US Army Corps of Engineers ®
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
S
IZ
E
A N
S I D
P R
O J E
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W R
IG
H
T -P
A T
T E
R S
O N
A
IR
F O
R C
E B
A S
E O
H
IO
R E
N O
V A
T E
M A
T E
R
IA
L S
A N
A L
Y S
IS
L
A B
F /2
B U
IL
D
IN
G
P
Z H
T V
-2
.0
M H
P R
O J E
C T
N O
C
R e v it L o c a l\ S
T R
C -C
F m a rk
.e lli s m e a d h u n t.
c o m
.r v t
/2 /2
:4
:5
P
M
S-111
F
IR
S T
F L
O O
R F
L A
T W
O R
K P
L A
N
S E
C T
O R
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
M E
L L
IS
D
M A
T T
H E
W S
J
F E
N S
K E
M B
U T
L E
R
O C
T O
B E
R
1/8" = 1'-0"S-111
FIRST FLOOR FLATWORK PLAN - SECTOR 1C5
GRAPHIC SCALE 1/8" = 1'-0"
KEYED NOTES
3.202 1" VIBRATION ISOLATION JOINT AROUND PERIMETER OF SLAB IN
STAND 7 ONLY. SEE SPECIFICATIONS FOR ADDITIONAL
INFORMATION.
3.203 1" VIBRATION ISOLATION JOINT AT COLUMN CLOSURE POUR,
TYPICAL.
3.205 1" VIBRATION ISOLATION JOINT BETWEEN NEW SLAB ON GRADE AND
EXISTING STEAM TUNNEL LID.
3.206 THICKENED SLAB AT STAIR STRINGER BASE. (REFER TO DETAIL
A9/S-511)
3.210 EXISTING STEAM TUNNEL LID TO REMAIN. PATCH AND REPAIR
SPALLS/CRACKS AS REQUIRED.
3.403 HSS COLUMN CENTERED ON CONCRETE WALL BELOW. ANCHORED
WITH (4) 5/8" DIAMETER F1554-36 THREADED RODS EPOXIED 3 1/4"
INTO EXISTING CONCRETE. SEE DETAIL E1/S-601 FOR BASE PLATE.
PLAN NORTH
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
E
L E
C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
W
2Q R
R
_P la ns -0
C
S
-1
C
S
-1
C
S
-1
C
S
-1
1. SEE ARCHITECTURAL DRAWINGS FOR SITE DATUM OF FINISHED
FLOOR. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS = TOP OF
EXISTING STEAM TUNNEL LID IN EACH STAND OR ADMIN SPACE.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,
AND SYMBOLOGY.
4. REFER TO SHEET S-101 FOR FOUNDATION SCHEDULES.
REFER TO SHEET S-601 FOR ALL OTHER SCHEDULES.
5. REFER TO SHEET S-511 FOR TYPICAL DETAILS NOT REFERENCED ON
THIS SHEET.
6. REFER TO DETAIL K17/S-511 FOR STRUCTURAL SLAB TYPES.
7. FLOAT AND TROWEL FLOOR SLABS PER REQUIREMENTS OF ARCH.
FLOOR FINISH SYSTEM.
8. (2) DASHED LINES INDICATE (2) ADDITIONAL #4 BARS
(4'-0" LONG) DIAGONAL 2" FROM CORNER IN SLAB, 2" CLEAR FROM
TOP OF SLAB. REFER TO DETAIL H9/S-511 FOR ADDITIONAL SLAB
REINFORCEMENT AT DOOR OPENINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF EXISTING SLAB
DEMOLITION REQUIRED.
FLATWORK
PLAN GENERAL NOTES:
SHEET ID
D E
S
IG
N B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
F ile
P a th
P lo t D a te
US Army Corps of Engineers ®
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
S
IZ
E
A N
S I D
P R
O J E
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W R
IG
H
T -P
A T
T E
R S
O N
A
IR
F O
R C
E B
A S
E O
H
IO
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N O
V A
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M A
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R
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A N
A L
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IS
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A B
F /2
B U
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D
IN
G
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T V
-2
.0
M H
P R
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C T
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C -C
F m a rk
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c o m
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:4
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P
M
S-112
F
IR
S T
F L
O O
R F
L A
T W
O R
K P
L A
N
S E
C T
O R
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
M E
L L
IS
D
M A
T T
H E
W S
J
F E
N S
K E
M B
U T
L E
R
O C
T O
B E
R
GRAPHIC SCALE 1/8" = 1'-0"
1/8" = 1'-0"S-112
FIRST FLOOR FLATWORK PLAN - SECTOR 2C5
NO WORK IN SECTOR 2
PLAN NORTH
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
E
L E
C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
W
2Q R
R
_P la ns -0
1.A
1.5 1.1
1.B
1.C
1.E
1.F
2.5 2.1
2.A
2.G
2.B
2.C
2.E
2.F
1.4
FACE TO FACE OF CONCRETE
20'-0" (FIELD VERIFY)
1'-2"
FACE TO FACE OF CONCRETE
22'-0" (FIELD VERIFY)
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
8" 18'-8" 8"
1'-2" 8"
1'-0" 19'-8" 8"
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
2 STAND 1 STAND
SLB06
SLB06
SLB06
SLB06
3.210 3.210
CJCJ
C J
CJCJ
CJCJ
C J
C J
C J
C J
C J
C J
C J
CJCJ CJCJ
CJCJ
CJCJ
CJCJ
A13 S-511
TYP
C
S
-1
C
S
-1
1.D
FD
FD
3.206
3.206
CJCJ
FD
3.211
3.211
CJ
TYP
FCO
FCO
3.207
U P
DN DN
D O
W N
D O
W N
D O
W N
D O
W N
D O
W N
D O
W N
SLB06
SLB06
CON
JNT
CJ
CJ
CJ
C O
N J
N T
CJ
CJ
C J
3.211
1. SEE ARCHITECTURAL DRAWINGS FOR SITE DATUM OF FINISHED
FLOOR. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS = TOP OF
EXISTING STEAM TUNNEL LID IN EACH STAND OR ADMIN SPACE.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,
AND SYMBOLOGY.
4. REFER TO SHEET S-101 FOR FOUNDATION SCHEDULES.
REFER TO SHEET S-601 FOR ALL OTHER SCHEDULES.
5. REFER TO SHEET S-511 FOR TYPICAL DETAILS NOT REFERENCED ON
THIS SHEET.
6. REFER TO DETAIL K17/S-511 FOR STRUCTURAL SLAB TYPES.
7. FLOAT AND TROWEL FLOOR SLABS PER REQUIREMENTS OF ARCH.
FLOOR FINISH SYSTEM.
8. (2) DASHED LINES INDICATE (2) ADDITIONAL #4 BARS
(4'-0" LONG) DIAGONAL 2" FROM CORNER IN SLAB, 2" CLEAR FROM
TOP OF SLAB. REFER TO DETAIL H9/S-511 FOR ADDITIONAL SLAB
REINFORCEMENT AT DOOR OPENINGS.
8. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF EXISTING SLAB
DEMOLITION REQUIRED.
FLATWORK
PLAN GENERAL NOTES:
SHEET ID
D E
S
IG
N B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
F ile
P a th
P lo t D a te
US Army Corps of Engineers ®
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
S
IZ
E
A N
S I D
P R
O J E
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W R
IG
H
T -P
A T
T E
R S
O N
A
IR
F O
R C
E B
A S
E O
H
IO
R E
N O
V A
T E
M A
T E
R
IA
L S
A N
A L
Y S
IS
L
A B
F /2
B U
IL
D
IN
G
P
Z H
T V
-2
.0
M H
P R
O J E
C T
N O
C
R e v it L o c a l\ S
T R
C -C
F m a rk
.e lli s m e a d h u n t.
c o m
.r v t
/2 /2
:4
:5
P
M
S-113
F
IR
S T
F L
O O
R F
L A
T W
O R
K P
L A
N
S E
C T
O R
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
M E
L L
IS
D
M A
T T
H E
W S
J
F E
N S
K E
M B
U T
L E
R
O C
T O
B E
R
GRAPHIC SCALE 1/8" = 1'-0"
1/8" = 1'-0"S-113
FIRST FLOOR FLATWORK PLAN - SECTOR 3C5
KEYED NOTES
3.206 THICKENED SLAB AT STAIR STRINGER BASE. (REFER TO DETAIL
A9/S-511)
3.207 REMOVE UPPER 1/2" OF EXISTING SLAB ON GRADE. PREPARE
REMAINING CONCRETE SURFACE FOR NEW 2-1/2" THICK BONDED
CONCRETE OVERLAY (5,000 PSI MINIMUM).
3.210 EXISTING STEAM TUNNEL LID TO REMAIN. PATCH AND REPAIR
SPALLS/CRACKS AS REQUIRED.
3.211 REMOVE AND REPLACE PORTION OF EXISTING 6" SLAB AS
REQUIRED FOR INSTALLATION OF NEW PLUMBING. DOWEL NEW
SLAB TO EXISTING PER DETAIL A13/S-511.
PLAN NORTH
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
E
L E
C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
W
2Q R
R
_P la ns -0
1. SEE ARCHITECTURAL DRAWINGS FOR SITE DATUM OF FINISHED
FLOOR. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS = TOP OF
EXISTING STEAM TUNNEL LID IN EACH STAND OR ADMIN SPACE.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS
AND SYMBOLOGY.
4. REFER TO SHEET S-101 FOR FOUNDATION SCHEDULES.
REFER TO SHEET S-601 FOR ALL OTHER SCHEDULES.
5. REFER TO SHEET S-221 FOR MASONRY SIZE AND REINFORCEMENT,
AND TYPICAL DETAILS NOT REFERENCED ON THIS SHEET.
6. REFER TO SHEET S-601 FOR STRUCTURAL SCHEDULES.
7. GROUT ALL MASONRY SOLID BELOW ELEVATION 100'-0".
8. ALL MASONRY WALL REINFORCEMENT SHALL BE FULL HEIGHT
UNLESS NOTED OR DETAILED OTHERWISE.
9. STRUCTURAL WALL TYPES SHALL REMAIN CONTINUOUS ACROSS
LINTELS AND MASONRY CONTROL JOINTS (MCJ), UNLESS NOTED OR
DETAILED OTHERWISE.
10. PROVIDE L19 LINTEL AT ALL MASONRY OPENINGS (NOT INDICATED
EXCEEDING 1'-0" (4'-0" MAX) IN WIDTH. COORDINATE WITH ALL OTHER
DISCIPLINES FOR LOCATION AND SIZE OF SUCH PENETRATIONS.
11. COORDINATE REQUIRED WALL PENETRATIONS WITH ALL OTHER
DISCIPLINES TO AVOID PENETRATION OF STRUCTURAL MEMBERS AT
LINTELS, TOP OF WALL, AND ANY OTHER STRUCTURAL ELEMENTS IN
THE FIELD OF THE MASONRY OR CONCRETE WALL. NOTIFY
CONTRACTING OFFICER PRIOR TO PENETRATION OF ANY
STRUCTURAL MEMBERS INCLUDING, BUT NOT LIMITED TO, BOND
BEAMS AND PORTIONS OF FULLY GROUTED MASONRY WALLS.
12. ALL NEW SAWCUT OPENINGS IN EXISTING CONCRETE WALLS SHALL
NOT OCCUR WITHIN 2'-0" OF ADJACENT WALL OPENINGS OR OTHER
PENETRATIONS. PROVIDE A MINIMUM OF (3 X DIAMETER) CENTER TO
CENTER SPACING OF CORES AT CORE DRILLED PENETRATIONS FOR
PIPE AND CONDUIT.
13. CONTROL JOINTS IN MASONRY SHALL NOT BE LOCATED CLOSER
THAN 2'-0" TO THE EDGE OF MASONRY OPENINGS, UNLESS NOTED
OTHERWISE.
STRUCTURAL
FLOOR PLAN GENERAL NOTES:
6.5 6.2
6.A
6.B
6.C
6.D
7.C
7.D
7.E
7.F
7.5 7.1
S-221
H16
2'-6"
EXISTING CMU OPENING
18'-0" +/- 2'-6"
23'-0" FIELD VERIFY
8" 18'-8" 8"
/2
8" 20'-0" 2'-4"
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
S-221
H11
S-221 H6
7.B
7.A
7.2
12'-8" 6'-0"
3.403
3.310
3.302
3.303
SHEET ID
D E
S
IG
N B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
F ile
P a th
P lo t D a te
US Army Corps of Engineers ®
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
S
IZ
E
A N
S I D
P R
O J E
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W R
IG
H
T -P
A T
T E
R S
O N
A
IR
F O
R C
E B
A S
E O
H
IO
R E
N O
V A
T E
M A
T E
R
IA
L S
A N
A L
Y S
IS
L
A B
F /2
B U
IL
D
IN
G
P
Z H
T V
-2
.0
M H
P R
O J E
C T
N O
C
R e v it L o c a l\ S
T R
C -C
F m a rk
.e lli s m e a d h u n t.
c o m
.r v t
/2 /2
:4
:5
P
M
S-121
S T
R U
C T
U R
A L
F L
O O
R P
L A
N
S E
C T
O R
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
M E
L L
IS
D
M A
T T
H E
W S
J
F E
N S
K E
M B
U T
L E
R
O C
T O
B E
R
KEYED NOTES
3.302 NEW OPENING CUT IN EXISTING CONCRETE WALL FOR NEW
OVERHEAD DOOR. NO HEADER REQUIRED.
3.303 ENLARGE EXISTING WALL OPENING AS REQUIRED FOR NEW
DOUBLE DOOR OPENING. NO HEADER REQUIRED.
3.310 PATCH AND REPAIR 7-FOOT LONG SPALL/CRACK IN EXISTING
CONCRETE WALL AT INTERIOR FACE AS REQUIRED. CLEAN,
PREPARE, WIDEN, AND FINISH SPALL/CRACK IN ACCORDANCE WITH
REPAIR PRODUCT MANUFACTURER'S WRITTEN INSTRUCTIONS.
SUBMIT PRODUCT DATA AND METHOD OF REPAIR TO THE
CONTRACTING OFFICER FOR APPROVAL.
3.403 HSS COLUMN CENTERED ON CONCRETE WALL BELOW. ANCHORED
WITH (4) 5/8" DIAMETER F1554-36 THREADED RODS EPOXIED 3 1/4"
INTO EXISTING CONCRETE. SEE DETAIL E1/S-601 FOR BASE PLATE.
1/8" = 1'-0"S-121
FIRST FLOOR STRUCTURAL WALL PLAN - SECTOR 1C5
PLAN NORTH
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
E
L E
C
GRAPHIC SCALE 1/8" = 1'-0"
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
W
2Q R
R
_P la ns -0
EXISTING STEAM TUNNEL LID IN EACH STAND OR ADMIN SPACE.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS
AND SYMBOLOGY.
4. REFER TO SHEET S-101 FOR FOUNDATION SCHEDULES.
REFER TO SHEET S-601 FOR ALL OTHER SCHEDULES.
5. REFER TO SHEET S-221 FOR MASONRY SIZE AND REINFORCEMENT,
AND TYPICAL DETAILS NOT REFERENCED ON THIS SHEET.
6. REFER TO SHEET S-601 FOR STRUCTURAL SCHEDULES.
7. GROUT ALL MASONRY SOLID BELOW ELEVATION 100'-0".
8. ALL MASONRY WALL REINFORCEMENT SHALL BE FULL HEIGHT
UNLESS NOTED OR DETAILED OTHERWISE.
9. STRUCTURAL WALL TYPES SHALL REMAIN CONTINUOUS ACROSS
LINTELS AND MASONRY CONTROL JOINTS (MCJ), UNLESS NOTED OR
DETAILED OTHERWISE.
10. PROVIDE L19 LINTEL AT ALL MASONRY OPENINGS (NOT INDICATED
EXCEEDING 1'-0" (4'-0" MAX) IN WIDTH. COORDINATE WITH ALL OTHER
DISCIPLINES FOR LOCATION AND SIZE OF SUCH PENETRATIONS.
11. COORDINATE REQUIRED WALL PENETRATIONS WITH ALL OTHER
DISCIPLINES TO AVOID PENETRATION OF STRUCTURAL MEMBERS AT
LINTELS, TOP OF WALL, AND ANY OTHER STRUCTURAL ELEMENTS IN
THE FIELD OF THE MASONRY OR CONCRETE WALL. NOTIFY
CONTRACTING OFFICER PRIOR TO PENETRATION OF ANY
STRUCTURAL MEMBERS INCLUDING, BUT NOT LIMITED TO, BOND
BEAMS AND PORTIONS OF FULLY GROUTED MASONRY WALLS.
12. ALL NEW SAWCUT OPENINGS IN EXISTING CONCRETE WALLS SHALL
NOT OCCUR WITHIN 2'-0" OF ADJACENT WALL OPENINGS OR OTHER
PENETRATIONS. PROVIDE A MINIMUM OF (3 X DIAMETER) CENTER TO
CENTER SPACING OF CORES AT CORE DRILLED PENETRATIONS FOR
PIPE AND CONDUIT.
13. CONTROL JOINTS IN MASONRY SHALL NOT BE LOCATED CLOSER
THAN 2'-0" TO THE EDGE OF MASONRY OPENINGS, UNLESS NOTED
OTHERWISE.
STRUCTURAL
FLOOR PLAN GENERAL NOTES:
1.A
1.5 1.1
1.B
1.C
1.E
1.F
2.5 2.1
2.A
2.G
2.B
2.C
2.E
2.F
1.4
FACE TO FACE OF CONCRETE
20'-0" (FIELD VERIFY)
1'-2"
FACE TO FACE OF CONCRETE
22'-0" (FIELD VERIFY)
8" 18'-8" 8"
1'-2" 8"
1'-0" 19'-8" 8"
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
2 STAND 1 STAND
S-221
H1
1.D
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
3.301
SHEET ID
D E
S
IG
N B
Y
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
F ile
P a th
P lo t D a te
US Army Corps of Engineers ®
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
S
IZ
E
A N
S I D
P R
O J E
C T
N O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
W R
IG
H
T -P
A T
T E
R S
O N
A
IR
F O
R C
E B
A S
E O
H
IO
R E
N O
V A
T E
M A
T E
R
IA
L S
A N
A L
Y S
IS
L
A B
F /2
B U
IL
D
IN
G
P
Z H
T V
-2
.0
M H
P R
O J E
C T
N O
C
R e v it L o c a l\ S
T R
C -C
F m a rk
.e lli s m e a d h u n t.
c o m
.r v t
/2 /2
:4
:0
P
M
S-123
S T
R U
C T
U R
A L
F L
O O
R P
L A
N
S E
C T
O R
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
M E
L L
IS
D
M A
T T
H E
W S
J
F E
N S
K E
M B
U T
L E
R
O C
T O
B E
R
KEYED NOTES
3.301 NEW DOOR OPENING CUT IN EXISTING CONCRETE WALL. NO
HEADER REQUIRED.
GRAPHIC SCALE 1/8" = 1'-0"
1/8" = 1'-0"S-123
FIRST FLOOR STRUCTURAL WALL PLAN - SECTOR 3C5
PLAN NORTH
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
S
T A
N D
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
A
D M
IN
E
L E
C
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0 /2
W
2Q R
R
_P la ns -0
8" 18'-8" 8"
14'-0" 6'-0"
W12X30
W12X30
W12X30
W12X30
W X
W X
W X
W X
W X
W X
W12X19
W12X30
W X
W X
W X
W X
W X
W X
W12X30
W12X19
W12X30
W12X30
W X
9W12X19
W12X19
W12X19
FACE TO FACE OF CONCRETE
20'-0" (FIELD VERIFY)
(2
S
P A
T
(2
S
P A
T
(3
S
P A
C E
S A
T
FACE TO FACE OF CONCRETE
23'-0" (FIELD VERIFY)
(3
S P
A C
E S
A T
7 STAND 6 STAND
HSS8X8X1/2
7 STAND
TYPICAL OF (11)
HSS8X8X1/2
6 STAND
TYPICAL OF (8)
W X
(1
/2
W10X15 (107'-3 1/2")
P ip e S
T D
Pipe3STD
O P
E N
ALL TOP OF STEEL
ELEVATIONS FOR 6 STAND
= 110'-7 1/2" (UNO).
ALL TOP OF STEEL
ELEVATIONS FOR
7 STAND = 111'-7 1/2"
(UNO).
3.501
3.501
3.501
3.504
6.5 6.2
6.A
6.B
6.C
6.D
7.C
7.D
7.E
7.F
7.5 7.1
8" 20'-0" 2'-4"
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
(F
IE
L D
V E
R
IF
Y
S
T A
N D
F A
C E
T O
F A
C E
O F
C O
N C
R E
T E
W12X30
W12X19
[10]
W12X19
[10]
[6]
W12X19
[10]
[6]
[8] [7]
[4
[4
[1
[1
H9 S-541
SIM
E X
W
X
(1
E X
W
X
(1
W8X10
(108'-5 1/2")
W8X10
(108'-5 1/2")
Pipe3STD
(TYP. OF 8)
W X
(1
'-5
/2
W X
(1
'-5
/2
W X
(1
'-5
/2
W X
(1
'-5
/2
H17 S-541
TYP AT MOMENT
CONNECTION
C
S
-1
C
S
-1
3.5113.511
3.511
3.511
3.511
6"
" 26"6"
7 3/4"
6" 6"
/4
6" 6"
/4
"5" 5"
26"
7.B
7.A
7.2
12'-8" 6'-0"
W X
(1
'-7
/2
W X
(1
'-7
/2
W12X19
(109'-7 1/2")
W12X30
(109'-7 1/2")
W12X30
(109'-7 1/2")
W12X19
(109'-7 1/2")
W12X19
(109'-7 1/2")
W X
(1
'-7
/2
W X
(1
'-7
/2
W12X19
(109'-7 1/2")
W12X19
W
X
(1
'-7
/2
W12X19
(109'-7 1/2")
W12X19
(109'-7 1/2")
W12X19
(109'-7 1/2")
(3
S
P A
T
(4
S
P A
C E
S A
T
HSS4X4X5/16
W14X30 (109'-7 1/2")
W
X
(1
'-7
/2
W
X
(1
'-7
/2
W12X26
W12X19 (109'-7 1/2")
E13 S-542
E13 S-542
(109'-7 1/2")
.5
A13 S-542
L9 S-542
L1 S-542
E13 S-542
A3 S-542
E13 S-542
E13 S-542
E13 S-542
H9 S-542
A3 S-542
E13 S-542
3.511
W12X30
W12X30
3.505
3.403
W12X19
[10]
W12X19
[10]
W12X19
[10]
W12X19
[10] .4
.4
1'-3"
A3 S-542
A3 S-542
S-541
H5
HSS10X8X1/2
A13 S-542
OPP
HAND
1. SEE ARCHITECTURAL DRAWINGS FOR SITE DATUM OF FINISHED
FLOOR. ELEVATION 100'-0" ON STRUCTURAL DRAWINGS = TOP OF
EXISTING STEAM TUNNEL LID IN EACH STAND OR ADMIN SPACE.
2. FIELD VERIFY ALL DIMENSIONS, BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE COR FOR FINAL DECISION.
3. REFER TO SHEET S-001 FOR STRUCTURAL LEGENDS, ABBREVIATIONS,
AND SYMBOLOGY.
4. REFER TO SHEET S-101 FOR FOUNDATION SCHEDULES.
REFER TO SHEET S-601 FOR ALL OTHER SCHEDULES.
5. REFER TO SHEETS S-541 AND S-542 FOR TYPICAL DETAILS NOT
REFERENCED ON THIS SHEET.
6. CHILLER SUPPORT BEAM SPACING BASED ON PRELIMINARY UNIT
CUTSHEET. FIELD VERIFY FINAL LOCATION OF NEW CHILLER.
CONTRACTING OFFICER TO BE NOTIFIED REGARDING ANY
ADJUSTMENTS TO SUPPORT BEAM FRAMING.
7. CHILLER BASIS OF DESIGN OPERATING WEIGHT APPROXIMATELY 6300
LBS AND GEOMETRY 134.25" LONG X 88.375" WIDE X 84.8125" HIGH.
8. ALL EXTERIOR MEMBERS SHALL BE HOT DIP GALVANIZED. SEE NOTE
S-13 ON SHEET S-002 FOR ADDITIONAL INFORMATION.
9. FIELD VERIFY ALL EDGE OF DECK DIMENSIONS THAT OCCUR
ADJACENT TO EXISTING WALLS. INCORPORATE ANY ADJUSTMENTS AS
NEEDED PRIOR TO ISSUANCE OF STEEL SHOP DRAWINGS AND STEEL
FABRICATI…
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