W912QR25R0015_Plans-0005.pdf
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- Solicitation number
- W912QR25R0015
About this file
This file contains architectural and engineering construction drawings for the renovation of Materials Analysis Lab Building 71 at Wright-Patterson Air Force Base. The drawings include detailed floor plans, demolition plans, finish schedules, power plans, and electrical diagrams spanning multiple sectors of the building.
The drawings show renovation work across multiple building areas including 7-Stand, 6-Stand, 5-Stand, and administrative spaces. Key elements include new laboratory spaces, utilities, security offices, administrative areas, and meeting rooms. The electrical plans detail new power distribution systems including transformers, panels, and busways. The finish schedules specify materials like epoxy flooring, carpet tiles, and paint colors for different spaces. Demolition plans indicate removal of existing walls, utilities and equipment to accommodate the new layout. The drawings are dated October 2024 and include recent revisions from December 2024, suggesting this is part of an active construction solicitation package. Notable details include specialized laboratory requirements, security considerations, and extensive electrical system upgrades throughout the facility.
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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
NUMBER SHEET NAME REVISION
REVISION
DATE
INTERIORS
I-001 GENERAL SHEETS
IN-111 FIRST FLOOR FINISH & SIGNAGE PLAN - SECTOR 1 1 12/06/24
IN-112 FIRST FLOOR FINISH & SIGNAGE PLAN - SECTOR 2 1 12/06/24
IN-113 FIRST FLOOR FINISH & SIGNAGE PLAN - SECTOR 3 1 12/06/24
IN-120 SECOND FLOOR FINISH & SIGNAGE PLAN - COMPOSITE
IN-121 SECOND FLOOR FINISH & SIGNAGE PLAN - SECTOR 1 1 12/06/24
IN-122 SECOND FLOOR FINISH & SIGNAGE PLAN - SECTOR 2 1 12/06/24
IN-123 SECOND FLOOR FINISH & SIGNAGE PLAN - SECTOR 3 1 12/06/24
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 1 12/06/24
IF-126 SECOND FLOOR FF&E PLAN - SECTOR 2
IF-127 SECOND FLOOR FF&E PLAN - SECTOR 3
I-201 ENLARGED PLANS AND ELEVATIONS 1 12/06/24
I-501 FINISH DETAILS
I-503 FURNITURE DETAILS
I-504 MILLWORK DETAILS
I-505 SIGNAGE DETAILS
I-602 SCHEDULES 1 12/06/24
I-603 SCHEDULES 1 12/06/24
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 1 12/06/24
A-022 AIR BARRIER - SECOND FLOOR PLAN
A-023 AIR BARRIER - BUILDING SECTIONS 1 12/06/24
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 1 12/06/24
AD112 FIRST FLOOR DEMOLITION PLAN - SECTOR 2
AD113 FIRST FLOOR DEMOLITION PLAN - SECTOR 3 1 12/06/24
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 1 12/06/24
A-112 FIRST FLOOR PLAN - SECTOR 2 1 12/06/24
A-113 FIRST FLOOR PLAN - SECTOR 3 1 12/06/24
A-120 SECOND FLOOR PLAN - COMPOSITE
A-121 SECOND FLOOR PLAN - SECTOR 1 1 12/06/24
A-122 SECOND FLOOR PLAN - SECTOR 2
A-123 SECOND FLOOR PLAN - SECTOR 3 1 12/06/24
A-130 ROOF PLAN - COMPOSITE 1 12/06/24
A-131 ROOF PLAN - SECTOR 1 1 12/06/24
A-132 ROOF PLAN - SECTOR 2
A-133 ROOF PLAN - SECTOR 3
A-201 EXTERIOR ELEVATIONS
A-211 ENLARGED EXTERIOR ELEVATIONS 1 12/06/24
A-212 ENLARGED EXTERIOR ELEVATIONS 1 12/06/24
A-301 BUILDING SECTIONS 1 12/06/24
A-302 BUILDING SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-313 WALL SECTIONS
A-314 WALL SECTIONS 1 12/06/24
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 THIS SHEET HAS BEEN DELETED 1 12/06/24
A-404 ENLARGED PLANS AND ELEVATIONS
A-504 DETAILS
A-501 DETAILS 1 12/06/24
A-503 DETAILS
A-502 DETAILS
A-508 THIS SHEET HAS BEEN DELETED 1 12/06/24
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 2 12/06/24
G-003 SHEET INDEX 2 12/06/24
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 2 12/06/24
CU101 SITE UTILITY PLAN 2 12/06/24
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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PROCEEDING.
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REVISION
DATE
ELECTRICAL
E-001 ELECTRICAL LEGEND AND ABBREVIATIONS 2 12/06/24
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 2 12/06/24
EP112 FIRST FLOOR POWER PLAN - SECTOR 2 2 12/06/24
EP113 FIRST FLOOR POWER PLAN - SECTOR 3 2 12/06/24
EP211 SECOND FLOOR POWER PLAN - SECTOR 1 2 12/06/24
EP212 SECOND FLOOR POWER PLAN - SECTOR 2
EP213 SECOND FLOOR POWER PLAN - SECTOR 3 2 12/06/24
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 2 12/06/24
E-601C ELECTRICAL ONE-LINE DIAGRAM - NEW SERVICE 2 12/06/24
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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ASPHALT PAVEMENT AT CONCRETE CURB & GUTTERF15 NOT TO SCALE
CURB AND GUTTERB15 NOT TO SCALE
SECTION
ASPHALT,
3" BASE PAVEMENT,
2" SURFACE PAVEMENT
AGGREGATE BASE COURSE
5"
SECTION
NEW ASPHALT
NEW BASE COURSE
EXISTING ASPHALT
EXISTING
BASE COURSE
VERTICALLY SAW CUT EXISTING ASPHALT AND
APPLY TACK COAT TO VERTICAL EDGE PRIOR TO
PLACING NEW ASPHALT
EXISTING PAVEMENTNEW PAVEMENT
COMPACTED
SUBGRADE
PAVEMENT TRANSITION NEW TO
EXISTING ASPHALT DETAILM10 NOT TO SCALE
NEW ASPHALT PAVEMENT DETAILJ10 NOT TO SCALE
9.
5"
4"
GEOTEXTILE FABRIC
DRAINAGE COURSE
.5
0'
PAVEMENT MARKING DETAILL16 NOT TO SCALE
4" WIDE WHITE PAINT FOR
TRAILER PARKING MARKINGS
NOTE:
USE NON-REFLECTORIZED WATERBORNE PAINT. THE MAXIMUM ALLOWABLE
VOC CONTENT IS 150 GRAMS PER LITER. PAINT SHALL CONFORM TO ASTM
D6628; FS TT-P-1952, TYPE III.
SECTION
ASPHALT,
3" BASE PAVEMENT,
2" SURFACE PAVEMENT
EXISTING AGGREGATE BASE
COURSE
5"
MILLED ASPHALT PAVEMENT DETAILF10 NOT TO SCALE
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10+00 11+00 12+00
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4" IE AT BLDG 803.76
SEE NOTE 1
4" IE AT BLDG 803.61
MHS-2
MHS-4
MHS-3
MHS-6
MHS-5
IE=803.61
IE=803.43
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SANITARY SEWER
CONTRACTOR WORK LIMIT
SAN
18 TRANSFORMER PAD (SEE ELECTRICAL SHEETS)
21 ADJUST STORM MANHOLE RIM, MH-8 AND MH-9
22 CONNECT 4" TO EXISTING 6" SANITARY PIPE WITH WYE,
FIELD VERIFY INVERT
23 SEE PLUMBING FOR CONTINUATION PP101, PP103
24 15.2 LF OF 4" PVC SANITARY @ 1.0%
25 2- 45 DEGREE BENDS AND 4" CLEANOUT
26 17.5 LF OF 4" PVC SANITARY @ 1.0%
SHEET LEGEND
GENERAL SHEET NOTES
SCALE: 1"=20'-0"
SITE UTILITY PLANA1 20' 40'0
NORTH
SHEET KEYNOTES
1. CONTRACTOR SHALL VERIFY THE SANITARY SEWER LOCATION AND
DEPTH PRIOR TO CONNECTION. REPORT ANY DISCREPANCIES TO COR.
2. MINIMUM SLOPE FOR 4" SANITARY SEWER SHALL BE 1.0%.
3. CONTRACTOR SHALL VERIFY CONDITION OF SANITARY SEWER PRIOR
TO CONNECTIONS.
ABBREVIATIONS
IE INVERT ELEVATION
4. SANITARY SEWER FROM UPSTREAM SIDE OF THE CLEANOUT TO
CONNECTION INSTALLED BY AMERICAN WATER.
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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:
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"
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3.303
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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KEYED NOTES
3.301 NEW DOOR OPENING CUT IN EXISTING CONCRETE WALL. NO
HEADER REQUIRED.
3.303 ENLARGE EXISTING WALL OPENING AS REQUIRED FOR NEW
DOUBLE DOOR OPENING. 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
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T A
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2'-6" 18'-0" EXISTING CONCRETE OPENING / NEW MASONRY INFILL 2'-6"
3'-4"12'-0" NEW MASONRY OPENING2'-8"
NEW
MASONRY
OPENING
N
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M A
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32" DEEP BOND BEAM LINTEL
#5 VERTICAL BARS CENTERED AT 32" OC.
REINFORCING ABOVE LINTEL
EX. FIRST FLOOR
100'-0"
A6 S-221
DEMO ENTIRE EXISTING
MASONRY INFILL
EPOXY DOWEL TO EXISTING
CONCRETE AT HEAD, JAMBS, AND
BASE OF NEW MASONRY WALL
(SIMILAR TO A13/S-221)
WINDOW
8" MASONRY INFILL AT
EXISTING WINDOW OPENING
TYP ALL AROUND
6" EMBED
EXISTING MASONRY WALL
(SIMILAR AT CONCRETE)
#5 X 1'-8" BAR AT 16" O.C.
DRILL AND EPOXY INTO
EXISTING HEAD, JAMBS,
AND SILL. GROUT EXISTING
SILL SOLID AS REQUIRED.
DOOR
8" MASONRY INFILL AT
EXISTING DOOR OPENING
TYP AT HEAD AND JAMBS
6" EMBED
EXISTING MASONRY WALL
(SIMILAR AT CONCRETE)
#5 X 1'-8" BAR AT 16" O.C.
DRILL AND EPOXY INTO
EXISTING HEAD, JAMBS,
AND FLOOR SLAB.
E M
B E
D A
T F
L O
O R
(2) #5 BARS
M A
X
F
U L
L Y
G R
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T E
D C
O U
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E S
12" CMU
EXISTING CONCRETE WALL
23'-0" +/- (FIELD VERIFY)
7'-4" +/- (FV)
IN EXISTING DOOR OPENING
8'-4" +/- (FV) MASONRY INFILL 7'-4" +/- (FV)
IN
E
X
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IN
G D
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N
IN
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F V
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3'-7"
M.O.
3'-4" 1'-5"
M A
S O
N R
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P E
N
IN
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EX. FIRST FLOOR
100'-0"
NEW
MASONRY
OPENING
8" CMU INFILL WITH #5
VERTICAL BARS CENTERED
AT 32" OC. PROVIDE (1) BAR
FULL HEIGHT AT JAMBS
AND ENDS OF WALL.
8" BOND BEAM LINTEL
EPOXY DOWEL TO
EXISTING CONCRETE
AT HEAD, JAMBS, AND
BASE OF NEW MASONRY
WALL (SIM. TO A13/S-221)
A9 S-221
EXISTING CONCRETE WALL
21'-9" +/- (FIELD VERIFY)
7'-11" +/- (FV)
IN EXISTING WALL OPENING
8'-0" +/- (FV) MASONRY INFILL 5'-10" +/- (FV)
2'-8"
M.O.
3'-4" 2'-0"
IN
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IN
G W
A L
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N
IN
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F V
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A S
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M A
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IN
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EX. FIRST FLOOR
100'-0"
NEW
MASONRY
OPENING
8" CMU INFILL
WITH #5 VERTICAL
BARS CENTERED AT
32" OC. PROVIDE (1 )
BAR FULL HEIGHT AT
JAMBS AND ENDS OF
WALL.
8" BOND BEAM LINTEL
EPOXY DOWEL TO EXISTING
CONCRETE AT HEAD, JAMBS,
AND BASE OF NEW MASONRY
WALL (SIMILAR TO A13/S-221)
A9 S-221
WALL THICKNESS
MATCH
M A
X
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FULLY GROUTED
MASONRY BOND BEAM
F
U L
L C
O U
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E
(2) #5 BARS BOTTOM
EXISTING CONCRETE WALL
17'-1" +/- (FIELD VERIFY)
17'-1" +/- (FV)
M A
S O
N R
Y O
P E
N
IN
G
EX. FIRST FLOOR
100'-0"
8" CMU INFILL
WITH #5 VERTICAL
BARS CENTERED AT
32" OC. PROVIDE (1)
BAR FULL HEIGHT AT
JAMBS AND ENDS OF
WALL.
16" BOND BEAM LINTEL
EPOXY DOWEL TO EXISTING
CONCRETE AT HEAD, JAMBS,
AND BASE OF NEW MASONRY
WALL (SIMILAR TO A13/S-221)
E9 S-221
1'-10" 6'-4" 1'-10"
(FV)
2'-6" +/-
IN EXISTING WALL OPENING
10'-0" +/- (FV) MASONRY INFILL4'-7" +/- (FV)
FULLY GROUTED
MASONRY BOND BEAM
(2) #5 BARS BOTTOM
M A
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N O
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T R
A T
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N
S
F
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E S
WALL THICKNESS
MATCH
FULLY GROUTED MASONRY
FULLY BEDDED ON BOND BEAM
SHEET ID
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A
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O F
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G
IN
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D
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M
S-221
M A
S O
N R
Y W
A L
L E
L E
V A
T
IO
N S
A N
D D
E T
A
IL
S
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
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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 1/4" = 1'-0"
1/4" = 1'-0"S-121 S-221
7 STAND NORTH ELEVATION (LOOKING SOUTH)H16
N.T.S.S-221
TYPICAL MASONRY WALL INFILLA13
N.T.S.S-221 S-221
32" BOND BEAM LINTELA6
1/4" = 1'-0"S-121 S-221
6 STAND NORTH ELEVATION (LOOKING SOUTH)H11
1/4" = 1'-0"S-121 S-221
6 STAND WEST ELEVATION (LOOKING EAST)H6
N.T.S.S-221 S-221
8" BOND BEAM LINTELA9
1/4" = 1'-0"S-123 S-221
2 STAND NORTH ELEVATION (LOOKING SOUTH)H1
N.T.S.S-221 S-221
16" BOND BEAM LINTELE9
PROVIDE TEMPORARY SHORING OF EXISTING COCRETE WALL
AS REQUIRED FOR INSTALLATION OF NEW MASONRY WALL INFILL.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
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R
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IS
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D I N
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W
IT
H A
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N D
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/0 /2
1 1 1
W
2Q R
R
_P la ns -0
GUARDRAIL SYSTEM (RAILS, POSTS,
AND BASE PLATE) WITH POST-
INSTALLED CONCRETE ANCHORS
BY RAILING DELEGATED DESIGNER.
#57 STONE DRAINAGE COURSE
WITH FILTER FABRIC (DASHED)
CONCRETE RETAINING WALL
WITH #4 HORIZONTAL BARS
AT 12" OC. CENTERED IN WALL
AND #6 VERTICAL BARS AT
8" OC. PROVIDE HOOK INTO
FOOTING AS SHOWN.
CONCRETE FOOTING WITH
#6 BARS AT 8" OC. TOP AND
BOTTOM. PROVIDE HOOKS
AS SHOWN AT ALL ENDS.
M
IN
A T
F A
C E
O F
W A
L L
M
IN
M A
X
IM
U M
2'-0" 8" 5'-8"
2" PVC PIPE WEEPS AT 48" OC.
SLOPE TO DRAIN ONTO LOWER
GRADE
GRADE
1'-0"
1/2" CHAMFER,
TYPICAL
SEE CIVIL
SEE CIVIL SHEET AND ELEVATIONS
FOR LOCATION OF RETAINING WALL.
#4 TRANSVERSE BARS
AT 12" OC. TOP AND BOTTOM.
M
IN
JOINTS FOR RETAINING WALL SHALL NOT EXCEED 20 FT ON CENTER. PROVIDE
CANT STRIP IN FORMWORK ON EACH FACE TO CREATE WEAKENED PLANE.
BASE COURSE
(ASTM D448; GRADING SIZE 57)
THE GUARDRAIL SYSTEM SHALL BE 42" TALL WITH A TOP RAIL AND MID-HEIGHT
RAIL. RAILS SHALL BE SPACED AS SUCH TO PREVENT THE PASSAGE OF A 21"
DIAMETER SPHERE. THE GUARDRAIL SYSTEM SHALL BE LOCATED WHERE THE
DISTANCE BETWEEN THE TOP OF THE RETAINING WALL AND THE LOWER
GRADE IS MORE THAN 30 INCHES. SEE A1/CG102 FOR THE RETAINING WALL
PROFILE.
ENGINEERED FILL
(ASTM D4920; SUB-BASE)
PREPARED SUB-GRADE
(SECTION 31 00 00.00 06)
M
IN
BASE COURSE
(ASTM D448; GRADING SIZE 57)
T.O. SLAB
SEE FLATWORK PLAN
TO. FOOTING
SEE FOUNDATION PLAN
PIPE COLUMN
(SEE FRAMING PLAN)
COLUMN BASE AND
ANCHORAGE (SEE DETAIL L9/S-541)
CONCRETE SLAB
(SEE FLATWORK PLAN)
CONCRETE FOOTING
(SEE FOUNDATION PLAN)
T.O. SLAB
SEE FLATWORK PLAN
TO. FOOTING
SEE FOUNDATION PLAN
1/2" ISOLATION JOINT MATERIAL
WITH 1/2" FLEXIBLE SEALANT AT TOP
CONCRETE SLAB
(SEE FLATWORK PLAN)
7 STAND ONLY:
PROVIDE 1" VIBRATION JOINT
WITH 1" FLEXIBLE SEALANT IN
LIEU OF 1/2" ISOLATION JOINT
WITH FLEXIBLE SEALANT.
EXISTING CONCRETE WALL
CONCRETE FOOTING
(SEE FOUNDATION 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
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
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IL
D
IN
G
P
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M H
P R
O J E
C T
N O
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T R
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F m a rk
.e lli s m e a d h u n t.
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M
S-501
F O
U N
D A
T
IO
N D
E T
A
IL
S
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
M E
L L
IS
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M A
T T
H E
W S
J
F E
N S
K E
A p p ro v e r
O C
T O
B E
R
N.T.S.S-501
RETAINING WALL SECTIONA13
N.T.S.S-501
TYPICAL BACKFILL REQUIREMENTS
AT INTERIOR FOUNDATIONE17
N.T.S.S-101 S-501
TYPICAL
INTERIOR COLUMN FOOTINGH17
N.T.S.S-101 S-501
NEW FOOTING AT EXISTING WALLL17
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
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.
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL FURNISH SIX SIDED AIR BARRIER SURFACE
CALCULATIONS PER SPECIFICATIONS.
2. REFERENCE STANDARD ANSI / ASHRAE / IES STANDARD 90.1 - 2013
ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL
BUILDINGS.
3. REFERENCE SPECIFICATION SECTION 07 27 10 BUILDING AIR BARRIER
SYSTEM.
4. CONSTRUCTION OF THE AIR BARRIER SYSTEM SHALL BE COMPLETED
FOR THE PRESSURE TESTING. AIR BARRIER TESTING IS REQUIRED AS
INDICATED BY THE "AIR BARRIER BOUNDARY LEGEND".
AIR BARRIER BOUNDRY LEGEND
NOT IN SCOPE OF WORK.AIR BARRIER BOUNDRY.
HEATED AND VENTILATED.
NO AIR BARRIER SYSTEM
PRESSURE TESTING FOR
AIR TIGHTNESS. AIR
BARRIER SYSTEM
INSPECTION ONLY.
CONDITIONED SPACE.
NO AIR BARRIER SYSTEM
PRESSURE TESTING FOR
AIR TIGHTNESS.
CONDITIONED SPACE.
AIR BARRIER SYSTEM
PRESSURE TESTING FOR
AIR TIGHTNESS.
AIR BARRIER NOTES
1. PROVIDE THIRD-PARTY REVIEW OF AIR BARRIER DESIGN BY
PROFESSIONALS EXPERIENCED IN AIR BARRIER DESIGN AND
CONSTRUCTION INCLUDING REQUIRED MEETINGS FOR CONSULT.
2. PROVIDE A MINIMUM OF THREE (3) AIR BARRIER CONSTRUCTION SITE
VISITS DURING CONSTRUCTION BY PROFESSIONALS EXPERIENCED IN AIR
BARRIER DESIGN AND CONSTRUCTION TO ENSURE PROPER
INSTALLATION OF AIR BARRIER MATERIALS AND AIR BARRIER
CONSTRUCTION.
3. CONCRETE MATERIAL CAN ACT AS AN AIR / WATER / VAPOR BARRIER FOR
PRE-CAST CONCRETE AND CAST-IN-PLACE CONCRETE. THEREFORE ALL
CONCRETE PENETRATIONS ARE TO BE SEALED.
4. SEAL PLUMBING, MECHANICAL, ELECTRICAL AND FIRE ALARM
PENETRATIONS AND DEVICES.
5. IF AIR BARRIER ENVELOPE ZONES ARE ADJUSTED, THE CONTRACTOR
SHALL PROVIDE NEW ALLOWABLE LEAKAGE RATE. GOVERNMENT
APPROVAL IS REQUIRED FOR ANY DEVIATIONS TO AIR BARRIER ZONES.
6. AS DEFINED BY THE AIR BARRIER ASSOCIATION OF AMERICA (ABAA), ALL
AIR BARRIER MATERIALS MUST HAVE AN AIR PERMEANCE LESS THAN
0.004 CFM / SF AT 75 PA WHEN TESTED IN ACCORDANCE WITH ASTM
E2178.
7. INTAKE, RELIEF, AND EXHAUST DAMPERS ARE TO BE AMCA 511 LEAKAGE
CLASS 1A (3 CFM / SF AT 1 IN W.C.).
5 STAND 5 ADMIN 4 STAND 3 ADMIN7 STAND 6 ADMIN 6 STAND 3 STAND 2 ADMIN 2 STAND 1 STAND 1 ADMIN
HATCHED AREA
INDICATES INCIDENTAL
UPGRADE AND/OR
REPLACEMENT OF ITEMS
OUTSIDE THE PRIMARY
SCOPE OF WORK. REFER
TO OTHER DISCIPLINES
FOR ADDITIONAL
INFORMATION.
HATCHED AREA
INDICATES INCIDENTAL
UPGRADE AND/OR
REPLACEMENT OF ITEMS
OUTSIDE THE PRIMARY
SCOPE OF WORK. REFER
TO OTHER DISCIPLINES
FOR ADDITIONAL
INFORMATION.
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
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H B
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P
M
A-021
M N
O B
E R
T
M N
O B
E R
T
G P
A R
K E
R
M B
U T
L E
R
A
IR
B A
R R
IE
R
F
IR
S
T F
L O
O R
P
LA
N
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
O C
T O
B E
R
1/16" = 1'-0"A1
AIR BARRIER
FIRST FLOOR PLAN - COMPOSITE
0 8' 16' 32'
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
M
B
W
2Q R
R
_P la ns -0
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.
GENERAL SHEET NOTES
1. THE CONTRACTOR SHALL FURNISH SIX SIDED AIR BARRIER SURFACE
CALCULATIONS PER SPECIFICATIONS.
2. REFERENCE STANDARD ANSI / ASHRAE / IES STANDARD 90.1 - 2013
ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL
BUILDINGS.
3. REFERENCE SPECIFICATION SECTION 07 27 10 BUILDING AIR BARRIER
SYSTEM.
4. CONSTRUCTION OF THE AIR BARRIER SYSTEM SHALL BE COMPLETED
FOR THE PRESSURE TESTING. AIR BARRIER TESTING IS REQUIRED AS
INDICATED BY THE "AIR BARRIER BOUNDARY LEGEND".
AIR BARRIER BOUNDRY LEGEND
NOT IN SCOPE OF WORK.AIR BARRIER BOUNDRY.
HEATED AND VENTILATED.
NO AIR BARRIER SYSTEM
PRESSURE TESTING FOR
AIR TIGHTNESS. AIR
BARRIER SYSTEM
INSPECTION ONLY.
CONDITIONED SPACE.
NO AIR BARRIER SYSTEM
PRESSURE TESTING FOR
AIR TIGHTNESS.
CONDITIONED SPACE.
AIR BARRIER SYSTEM
PRESSURE TESTING FOR
AIR TIGHTNESS.
AIR BARRIER NOTES
1. PROVIDE THIRD-PARTY REVIEW OF AIR BARRIER DESIGN BY
PROFESSIONALS EXPERIENCED IN AIR BARRIER DESIGN AND
CONSTRUCTION INCLUDING REQUIRED MEETINGS FOR CONSULT.
2. PROVIDE A MINIMUM OF THREE (3) AIR BARRIER CONSTRUCTION SITE
VISITS DURING CONSTRUCTION BY PROFESSIONALS EXPERIENCED IN AIR
BARRIER DESIGN AND CONSTRUCTION TO ENSURE PROPER
INSTALLATION OF AIR BARRIER MATERIALS AND AIR BARRIER
CONSTRUCTION.
3. CONCRETE MATERIAL CAN ACT AS AN AIR / WATER / VAPOR BARRIER FOR
PRE-CAST CONCRETE AND CAST-IN-PLACE CONCRETE. THEREFORE ALL
CONCRETE PENETRATIONS ARE TO BE SEALED.
4. SEAL PLUMBING, MECHANICAL, ELECTRICAL AND FIRE ALARM
PENETRATIONS AND DEVICES.
5. IF AIR BARRIER ENVELOPE ZONES ARE ADJUSTED, THE CONTRACTOR
SHALL PROVIDE NEW ALLOWABLE LEAKAGE RATE. GOVERNMENT
APPROVAL IS REQUIRED FOR ANY DEVIATIONS TO AIR BARRIER ZONES.
6. AS DEFINED BY THE AIR BARRIER ASSOCIATION OF AMERICA (ABAA), ALL
AIR BARRIER MATERIALS MUST HAVE AN AIR PERMEANCE LESS THAN
0.004 CFM / SF AT 75 PA WHEN TESTED IN ACCORDANCE WITH ASTM
E2178.
7. INTAKE, RELIEF, AND EXHAUST DAMPERS ARE TO BE AMCA 511 LEAKAGE
CLASS 1A (3 CFM / SF AT 1 IN W.C.).
KEY PLAN
FIRST FLOOR-EXISTING
100'-0"
FIRST FLOOR-EXISTING
100'-0"
STEAM TUNNEL-EXISTING
91'-0"
STEAM TUNNEL-EXISTING
91'-0"
SECOND FLOOR-6 STAND
111'-0"
SECOND FLOOR-6 STAND
111'-0"
LABORATORY
PLATFORM
S6-201
LABORATORY
S6-101
FIRST FLOOR-EXISTING
100'-0"
FIRST FLOOR-EXISTING
100'-0"
STEAM TUNNEL-EXISTING
91'-0"
STEAM TUNNEL-EXISTING
91'-0"
SECOND FLOOR-7 STAND
112'-0"
SECOND FLOOR-7 STAND
112'-0"
MAINTENANCE
SHOP
S7-101
STORAGE
S7-201
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
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D
IN
G
P 2#
: 5
C
R e v it L o c a l\ A
R C
H B
C
F je ff re y .h u b e rt
.r v t
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:2
:3
P
M
A-023
M N
O B
E R
T
M N
O B
E R
T
G P
A R
K E
R
M B
U T
L E
R
A
IR
B A
R R
IE
R
B
U
IL
D
IN
G S
E C
T
IO
N S
C E
R T
IF
IE
D F
IN
A
L S
U B
M
IT
T A
L
O C
T O
B E
R
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
1/8" = 1'-0"A1
AIR BARRIER
BUILDING SECTION - 6 STAND
1/8" = 1'-0"H1
AIR BARRIER
BUILDING SECTION - 7 STAND
0 4' 8' 16'
0 4' 8' 16'
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
M
B
1 1
W
2Q R
R
_P la ns -0
KEY PLAN
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.
910 910
901 922
A
A
D
A
A
D
920 920
942942
920 920
910 910
001 922
003 003
003 003
21'-4"
'-4
8'-0"
'-3
17'-4"
5 STAND7 STAND 6 ADMIN 6 STAND
'-4
9'
-3
'-6
20'-0" 23'-0"
019 019
5'-6" 12'-0" 5'-6"
8'-4" 6'-4" 8'-4"
SHEET KEYNOTES
GENERAL SHEET NOTES
1. REFERENCE SHEET A-002 FOR GENERAL DEMOLITION NOTES.
2. REFERENCE SPECIFICATION SECTION 02 41 00 DEMOLITION.
3. REFERENCE OTHER DISCIPLINES FOR ADDITIONAL DEMOLITION
INFORMATION.
4. UNLESS OTHERWISE NOTED, DEMOLISH EQUIPMENT WITHIN THE SCOPE
OF PROJECT.
GRAPHICS LEGEND
EXISTING PARTITION TO BE DEMOLISHED (DASHED).
NEW PARTITION TO BE INSTALLED (CONTINUOUS).
EXISTING PARTITION TO REMAIN (SCREENED).
EXISTING DOOR TO REMAIN (SCREENED).
EXISTING DOOR TO BE DEMOLISHED OR REMOVED (DASHED).
NEW DOOR TO BE INSTALLED (CONTINUOUS).
EXISTING WINDOW TO REMAIN (SCREENED).
EXISTING WINDOW TO BE DEMOLISHED OR REMOVED
(DASHED).
NEW WINDOW TO BE INSTALLED (CONTINUOUS).
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
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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
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A
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LY
S
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P
M
AD111
M N
O B
E R
T
M N
O B
E R
T
G P
A R
K E
R
M B
U T
L E
R
F
IR
S T
F
LO
O R
D E
M O
LI
T
IO
N
P
LA
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
O C
T O
B E
R
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
1/8" = 1'-0"A1
FIRST FLOOR DEMOLITION PLAN - SECTOR 1
0 4' 8' 16'
001 EXISTING CAST-IN-PLACE CONCRETE WALL TO REMAIN.
003 EXISTING CAST-IN-PLACE CONCRETE COLUMN TO REMAIN.
004 EXISTING CAST-IN-PLACE CONCRETE STEPS TO REMAIN.
007 EXISTING CAST-IN-PLACE CONCRETE FLOOR OVER STEAM TUNNEL TO
REMAIN.
010 EXISTING CONCRETE MASONRY UNITS (CMU) TO REMAIN.
019 EXISTING PRE-FINISHED METAL DOWNSPOUT TO REMAIN.
022 EXISTING HOLLOW METAL DOOR WITH FRAME TO REMAIN.
024 EXISTING OVERHEAD DOOR TO REMAIN.
026 EXISTING STEEL STAIR TO REMAIN.
027 EXISTING STEEL STAIR HANDRAIL TO REMAIN.
031 EXISTING WINDOW TO REMAIN.
032 EXISTING GLASS BLOCK WINDOW TO REMAIN.
901 DEMOLISH EXISTING CAST-IN-PLACE CONCRETE WALL. REFER TO
STRUCTURAL FOR ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION.
902 DEMOLISH EXISTING CAST-IN-PLACE CONCRETE FLOOR. REFER TO
STRUCTURAL FOR ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION.
903 DEMOLISH EXISTING CAST-IN-PLACE CONCRETE LID ABOVE. REFER TO
STRUCTURAL FOR ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION.
905 DEMOLISH EXISTING CAST-IN-PLACE CONCRETE PAD. REFER TO
STRUCTURAL FOR ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION.
906 DEMOLISH EXISTING CAST-IN-PLACE CONCRETE PEDESTAL. REFER TO
STRUCTURAL FOR ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION.
910 DEMOLISH EXISTING CONCRETE MASONRY UNITS (CMU).
912 DEMOLISH EXISTING STEEL COLUMN. REFER TO STRUCTURAL FOR
ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION.
917 DEMOLISH EXISTING BRIDGE CRANE.
918 DEMOLISH EXISTING ROOF ACCESS LADDER.
920 DEMOLISH EXISTING DOOR GUIDE RAIL.
921 DEMOLISH EXISTING OVERHEAD DOOR.
922 DEMOLISH EXISTING HOLLOW METAL DOOR AND FRAME.
923 DEMOLISH EXISTING HOLLOW METAL DOOR AND FRAME AT ENTRANCE TO
STEAM TUNNEL.
926 DEMOLISH EXISTING STEEL STAIR.
927 DEMOLISH EXISTING STEEL HANDRAIL.
929 DEMOLISH EXISTING WALL BUILD-OUT.
940 DEMOLISH EXISTING FLOOR DRAIN. REFER TO PLUMBING FOR
ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION.
942 REMOVE STEEL FRAMING AT EXISTING DOOR OPENING.
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
M
B
W
2Q R
R
_P la ns -0
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.
A
A
D
A
A
D
F A
C E
T O
F A
C E
O F
E X
IS
T
IN
G
C O
N C
R E
T E
W A
L L S
'-7
912 912
912 912 912
912 912
912 912
912 912
921 921
922 922
922 922 935
027 027
003 003
001 032
001 001
001001
'-6
'-4
3'-0" 8'-5"
'-4
3 STAND 2 ADMIN 2 STAND 1 STAND 1 ADMIN
20'-0" 22'-0"
'-1
9' -3
'-3
019 019
019019
003 003
3' -4
8'
-0
3'-4" 2'-6"
AREA OF WORK
IN 3 STAND
SHEET KEYNOTES
GENERAL SHEET NOTES
1. REFERENCE SHEET A-002 FOR GENERAL DEMOLITION NOTES.
2. REFERENCE SPECIFICATION SECTION 02 41 00 DEMOLITION.
3. REFERENCE OTHER DISCIPLINES FOR ADDITIONAL DEMOLITION
INFORMATION.
4. UNLESS OTHERWISE NOTED, DEMOLISH EQUIPMENT WITHIN THE SCOPE
OF PROJECT.
GRAPHICS LEGEND
EXISTING PARTITION TO BE DEMOLISHED (DASHED).
NEW PARTITION TO BE INSTALLED (CONTINUOUS).
EXISTING PARTITION TO REMAIN (SCREENED).
EXISTING DOOR TO REMAIN (SCREENED).
EXISTING DOOR TO BE DEMOLISHED OR REMOVED (DASHED).
NEW DOOR TO BE INSTALLED (CONTINUOUS).
EXISTING WINDOW TO REMAIN (SCREENED).
EXISTING WINDOW TO BE DEMOLISHED OR REMOVED
(DASHED).
NEW WINDOW TO BE INSTALLED (CONTINUOUS).
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
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LY
S
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P 2#
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R e v it L o c a l\ A
R C
H B
C
F je ff re y .h u b e rt
.r v t
/6 /2
:2
:5
P
M
AD113
M N
O B
E R
T
M N
O B
E R
T
G P
A R
K E
R
M B
U T
L E
R
F
IR
S T
F
LO
O R
D E
M O
LI
T
IO
N
P
LA
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
O C
T O
B E
R
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
1/8" = 1'-0"A1
FIRST FLOOR DEMOLITION PLAN - SECTOR 3
0 4' 8' 16'
001 EXISTING CAST-IN-PLACE CONCRETE WALL TO REMAIN.
002 EXISTING CAST-IN-PLACE CONCRETE FLOOR TO REMAIN.
003 EXISTING CAST-IN-PLACE CONCRETE COLUMN TO REMAIN.
007 EXISTING CAST-IN-PLACE CONCRETE FLOOR OVER STEAM TUNNEL TO
REMAIN.
019 EXISTING PRE-FINISHED METAL DOWNSPOUT TO REMAIN.
022 EXISTING HOLLOW METAL DOOR WITH FRAME TO REMAIN.
026 EXISTING STEEL STAIR TO REMAIN.
027 EXISTING STEEL STAIR HANDRAIL TO REMAIN.
032 EXISTING GLASS BLOCK WINDOW TO REMAIN.
901 DEMOLISH EXISTING CAST-IN-PLACE CONCRETE WALL. REFER TO
STRUCTURAL FOR ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION.
902 DEMOLISH EXISTING CAST-IN-PLACE CONCRETE FLOOR. REFER TO
STRUCTURAL FOR ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION.
910 DEMOLISH EXISTING CONCRETE MASONRY UNITS (CMU).
912 DEMOLISH EXISTING STEEL COLUMN. REFER TO STRUCTURAL FOR
ADDITIONAL INFORMATION ON EXTENT OF DEMOLITION.
921 DEMOLISH EXISTING OVERHEAD DOOR.
922 DEMOLISH EXISTING HOLLOW METAL DOOR AND FRAME.
926 DEMOLISH EXISTING STEEL STAIR.
927 DEMOLISH EXISTING STEEL HANDRAIL.
930 DEMOLISH EXISTING WINDOW.
931 DEMOLISH EXISTING ACOUSTICAL PANEL CEILING.
933 DEMOLISH EXISTING PRE-FINISHED METAL DOWNSPOUT.
935 DEMOLISH EXISTING GYPSUM BOARD ASSEMBLY.
936 DEMOLISH EXISTING EXTERIOR WALL ASSEMBLY TO THE METAL STUD
FRAMING. THE EXISTING METAL STUD FRAMING SHALL REMAIN.
941 DEMOLISH EXISTING FLOORING.
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
M
B
W
2Q R
R
_P la ns -0
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.
GENERAL SHEET NOTES
1. REFERENCE ELEVATION 100'-0" = USGS ACTUAL ELEVATION FOR
INDICATED LOCATIONS BELOW. ELEVATIONS ARE TAKEN FROM TOP OF
EXISTING CONCRETE ABOVE THE STEAM TUNNEL.
A. FOR 7 STAND, THE USGS ACTUAL ELEVATION IS 805.51'.
B. FOR 6 ADMIN, THE USGS ACTUAL ELEVATION IS 805.49'.
C. FOR 6 STAND, THE USGS ACTUAL ELEVATION IS 805.45'.
2. THE ASSUMED SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100'-0"
TYPICAL, UNLESS OTHERWISE NOTED.
3. REFERENCE ARCHITECTURAL SHEET A-601 FOR PARTITION TYPES.
4. REFERENCE ARCHITECTURAL SHEET A-611 FOR DOOR SCHEDULE.
5. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
6. REFERENCE OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
A
A
-1
A
A
-1
MAINTENANCE
SHOP
S7-101
ADMINISTRATIVE
VESTIBULE
A6-101
UTILITY
A6-103
TOILET
A6-102
FACE TO FACE OF EXISTING CONCRETE WALLS
20'-0"
FACE TO FACE OF EXISTING CONCRETE WALLS
23'-0"
F A
C E
T O
F A
C E
O F
E X
IS
IT
N G
C O
N C
R E
T E
W A
L L S
'-1
FACE TO FACE OF EXISTING CONCRETE WALLS
23'-0"
9' -8
/8
8'
-8
/8
'-8
/2
5'-0 3/8" 9'-1 3/8" 8'-10 1/4"
1'-8 1/2" 7'-1 3/4"
131 131
131 131
131 131
150 150
003 003
003 003
003 003
168 168
U P
U P U P
'-3
U P
5 STAND7 STAND 6 ADMIN 6 STAND
6A -1
B
6A -1
A
6S-101D
LABORATORY
S6-101
6S-101A
6S-101B
DN
6A -1
A
7S-101B
6S -1
C
STAIR
A6-104
7S -1
A
6A -1
A
027 027
E3a
E3a
E3a
E3a E3a
E3a
E3a
D3
E3a
D3E3a
D3
E3a D3
F0
E3a E3a
F0
B3a
B3a B3a
D3a
D3
166 166
FOR ENLARGED PLAN OF ROOM A6-102 TOILET REFERENCE SHEET A-401.
019 019
131131 131
D3
D3
E3a
WHERE EXISTING WINDOWS AND GLASS BLOCK WINDOWS (KEYED
NOTES 031 AND 032) ARE TO REMAIN, INSTALL PARTITION TYPE S4a
AT THE INTERIOR SIDE OF EACH TYPE OF WINDOW OPENING.
J3a
S4a S4a
S4a
S4a
ASSUMED: 100'-0"
ACTUAL: 805.51'
ASSUMED: 100'-0"
ACTUAL: 805.49'
ASSUMED: 100'-0"
ACTUAL: 805.45'
S
LO
P E
D O
W N
1"
0'
-0
A S
S U
M E
D F
LA
T
'-0
S
LO
P E
D O
W N
3"
805.26'
805.42'805.42'
805.26'
805.42' 805.42'
805.45' 805.45'
805.50' 805.50'
805.45' 805.45'
805.45'
805.45'
S
LO
P E
D O
W N
1/ 2"
805.42'
105105
105 105
SHEET KEYNOTES
GRAPHICS LEGEND
EXISTING PARTITION TO BE DEMOLISHED (DASHED).
NEW PARTITION TO BE INSTALLED (CONTINUOUS).
EXISTING PARTITION TO REMAIN (SCREENED).
EXISTING DOOR TO REMAIN (SCREENED).
EXISTING DOOR TO BE DEMOLISHED OR REMOVED (DASHED).
NEW DOOR TO BE INSTALLED (CONTINUOUS).
EXISTING WINDOW TO REMAIN (SCREENED).
EXISTING WINDOW TO BE DEMOLISHED OR REMOVED
(DASHED).
NEW WINDOW TO BE INSTALLED (CONTINUOUS).
EXTERIOR FINISH NOTES
1. ALL AREAS OF NEW WORK TO BE PAINTED. PAINT ADJACENT AREAS WITH
VISIBLE DAMAGE FROM DEMOLITION/NEW WORK.
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
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R e v it L o c a l\ A
R C
H B
C
F je ff re y .h u b e rt
.r v t
/6 /2
:2
:0
P
M
A-111
M N
O B
E R
T
M N
O B
E R
T
G P
A R
K E
R
M B
U T
L E
R
F
IR
S T
F L
O O
R P
LA
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
O C
T O
B E
R
0 4' 8' 16'
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
1/8" = 1'-0"A1
FIRST FLOOR PLAN - SECTOR 1
001 EXISTING CAST-IN-PLACE CONCRETE WALL TO REMAIN.
003 EXISTING CAST-IN-PLACE CONCRETE COLUMN TO REMAIN.
007 EXISTING CAST-IN-PLACE CONCRETE FLOOR OVER STEAM TUNNEL TO
REMAIN.
010 EXISTING CONCRETE MASONRY UNITS (CMU) TO REMAIN.
012 EXISTING CAST-IN-PLACE CONCRETE STEPS TO REMAIN.
019 EXISTING PRE-FINISHED METAL DOWNSPOUT TO REMAIN.
022 EXISTING HOLLOW METAL DOOR WITH FRAME TO REMAIN.
024 EXISTING OVERHEAD DOOR TO REMAIN.
026 EXISTING STEEL STAIR TO REMAIN.
027 EXISTING STEEL STAIR HANDRAIL TO REMAIN.
031 EXISTING WINDOW TO REMAIN.
032 EXISTING GLASS BLOCK WINDOW TO REMAIN.
105 PRE-FINISHED METAL DOWNSPOUT.
131 STRUCTURAL STEEL COLUMN. REFER TO STRUCTURAL FOR ADDITIONAL
INFORMATION.
142 CAST-IN-PLACE CONCRETE SLAB ON GRADE. REFER TO STRUCTURAL
FOR ADDITIONAL INFORMATION.
150 CONCRETE MASONRY UNITS (CMU).
157 INFILL EXISTING OPENING IN WALL.
163 INSULATED HOLLOW METAL DOOR AND FRAME AT ENTRANCE TO STEAM
TUNNEL.
164 INSULATED PAIR OF HOLLOW METAL DOORS WITH FRAME.
165 INSULATED HOLLOW METAL DOOR WITH FRAME.
166 INSULATED 12FT x 12FT VERTICAL LIFT DOOR.
168 HOLLOW METAL DOOR WITH FRAME.
171 STEEL STAIR. REFER TO ENLARGED PLAN A1 ON SHEET A-404.
172 STEEL STAIR. REFER TO ENLARGED PLAN A1 ON SHEET A-405.
173 STEEL STAIR. REFER TO ENLARGED PLAN H1 ON SHEET A-405.
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
M
B
1 1
1 1
W
2Q R
R
_P la ns -0
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.
GENERAL SHEET NOTES
1. REFERENCE ELEVATION 100'-0" - 00.00' USGS ACTUAL ELEVATION.
2. SLAB-ON-GRADE TOP OF CONCRETE ELEVATION = 100'-0" TYPICAL,
UNLESS OTHERWISE NOTED.
3. REFERENCE ARCHITECTURAL SHEET A-601 FOR PARTITION TYPES.
4. REFERENCE ARCHITECTURAL SHEET A-611 FOR DOOR SCHEDULE.
5. REFERENCE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
6. REFERENCE OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.
A
A
-1
A
A
-1
A
A
-1
A
A
-1
U P
5 ADMIN 4 STAND 3 ADMIN
SECURITY
S3-103
UP
UP
U P
U P
U P
U P
3 STAND
AREA OF WORK
IN 3 STAND
SHEET KEYNOTES
GRAPHICS LEGEND
EXISTING PARTITION TO BE DEMOLISHED (DASHED).
NEW PARTITION TO BE INSTALLED (CONTINUOUS).
EXISTING PARTITION TO REMAIN (SCREENED).
EXISTING DOOR TO REMAIN (SCREENED).
EXISTING DOOR TO BE DEMOLISHED OR REMOVED (DASHED).
NEW DOOR TO BE INSTALLED (CONTINUOUS).
EXISTING WINDOW TO REMAIN (SCREENED).
EXISTING WINDOW TO BE DEMOLISHED OR REMOVED
(DASHED).
NEW WINDOW TO BE INSTALLED (CONTINUOUS).
EXTERIOR FINISH NOTES
1. ALL AREAS OF NEW WORK TO BE PAINTED. PAINT ADJACENT AREAS WITH
VISIBLE DAMAGE FROM DEMOLITION/NEW WORK.
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
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