W912QR25BA009_CertF_Plans-0003.pdf
PDF 7 MB Posted
- Attached to
- Construct Fire Base - Youngstown ARS, OH Federal contract opportunity
- Solicitation number
- W912QR25BA009
About this file
This PDF is a set of architectural and engineering design plans for the construction of a new fire station at the Youngstown Air Reserve Station in Ohio. The comprehensive plan set includes detailed drawings covering site paving, architectural floor plans, roof plans, electrical systems, telecommunications infrastructure, security systems, and firefighter alert systems for a 24,500 square foot facility.
Key design elements include a two-area building layout with spaces for administrative offices, dormitories, apparatus bays, training rooms, mechanical and electrical spaces, and support areas. The plans specify construction using concrete and masonry with a complex electrical and telecommunications infrastructure, including a 515kW emergency diesel generator, multiple electrical panels, telecommunications and basket cable trays, access control systems, CCTV, and a firefighter alert system with zone-based audio and visual notification capabilities. The project is being executed by the US Army Corps of Engineers Louisville District, with a certification date of 26 November 2024 and an amendment dated 04/22/25.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Opening Results - W912QR25BA009.docx | DOCX document | |
| W912QR25BA009_CertF_Plans-0004.pdf | ||
| W912QR25BA009_CertF_Specs-0004.pdf | ||
| W912QR25BA009_CertF_Specs-0003.pdf | ||
| W912QR25BA009_CertF_FFE-0003.pdf | ||
| Site visit Log.pdf | ||
| W912QR25BA009-0002.pdf | ||
| W912QR25BA009-0001.pdf | ||
| W912QR25BA009_CertF_PlansV2-0000.pdf | ||
| W912QR25BA009_CertF_FFE-0000.pdf | ||
| EAL FORM - SOLICITATION W912QR25BA009.xlsx | XLSX spreadsheet | |
| W912QR25BA009_CertF_PlansV1-0000.pdf | ||
| JA Monaco (MEI) Fire System - YARS Fire Station (REDACTED)_Redacted.pdf | ||
| JA UTILITES - OHIO EDISON - YARS Fire Station_Redacted.pdf | ||
| W912QR25BA009_CertF_SpecsV1-0000.pdf | ||
| W912QR25BA009_CertF_SpecsV2-0000.pdf | ||
| W912QR25BA009_CertF_SpecsV3-0000.pdf | ||
| W912QR25BA009_CertF_SID-0000.pdf | ||
| JA Best Cylinder Housing - YARS Fire Station (REDACTED)_Redacted.pdf |
Show all 19
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Text version
SCALE:
CONCRETE COLLAR DETAILL1
PAVEMENT
THICKENED CONCRETE
CONTROL JOINT (TYP)
MANHOLE OR CATCH
BASIN COVER
6" CONC. COLLAR (4000 PSI)
CAST-IN-PLACE. SEE
SPECIFICATION 32 13 13.06 06
2' -0
" M
IN
1/2" ISOLATION JOINT
WITH PRE-MOLDED
JOINT FILLER (TYP)
6" 6"
6" 6" 1'
-3
1"
2'-0"
5"
3"R
12:1 SLOPE
5"
2'-0"
12:1 SLOPE
1"
6" COMPACTED
SAND BASE
6" COMPACTED
SAND BASE
STANDARD SECTION SPILL-OUT SECTION
SCALE: NONE
CONCRETE CURB AND GUTTER - ODOT TYPE 2L7
1' -3
9"
9"
2" R2" R
3"R
NOTES:
1. BUTT JOINTS SHALL BE PROVIDED BETWEEN COMBINED CURB-AND-GUTTER AND NEW OR EXISTING RIGID
PAVEMENTS, WITH TIE BARS OR HOOK BOLTS PROVIDED AT INTERVALS OF 5'.
2. CONCRETE CURB AND GUTTER IS REQUIRED TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT
28 DAYS.
1/4"R
1/4"R
BUTT JOINT
BUTT JOINT
VAN
ACCESSIBLE
PARKING ONLY
HANDICAPPED
PHYSICALLY
12"
'-0
6" 6'
-8
2' -4
.100" THK. ALUMINUM
PLATE W/ SAFETY
BLUE BAKED ENAMEL
FINISH; PAINTED FRONT
& BACK. MOUNTED
W/ HEX BOLTS.
SILK-SCREENED COPY:
BLUE SYMBOL ON A WHITE
FIELD. WHITE LETTERS
-1-1/4" HELVETICA MED.
2" SQ. PAINTED ALUM.
POST W/ WELDED SAFETY
CAP.-BLUE
GRADE
8" DIA. 3,500 PSI CONC. FTG.
SCALE: NONE
HANDICAPPED PARKING SIGN ELEVATIONE1
8"
HMA, SURFACE COURSE
AGGREGATE BASE COURSE
COMPACTED SUBGRADE
HMA, BASE COURSE
TACK COAT
3" 2"
SCALE: NONE
PAVEMENT - HMA CROSS-SECTIONA7
8"
HMA, SURFACE COURSE
AGGREGATE BASE COURSE
COMPACTED SUBGRADE
HMA, BASE COURSE
TACK COAT
NOTES:
1. ALL MATERIALS SHALL MEET OHIO DEPARTMENT OF TRANSPORTATION (ODOT) MATERIAL
SPECIFICATIONS.
2. HMA, SURFACE COURSE SHALL BE ODOT NO.441 TYPE 2 MIX, PG 64-22, SEE SPECIFICATION 32 12 16.16.
3. HMA, BASE COURSE SHALL BE ODOT NO. 441 TYPE 1 MIX, PG 64-22, SEE SPECIFICATION 32 12 16.16.
4. AGGREGATE BASE COURSE SHALL BE ODOT NO. 304, SEE SPECIFICATION 32 11 20.
5. COMPACT SUBGRADE, SEE SPECIFICATION 31 00 00.00 06.
6. THIS PAVEMENT CROSS-SECTION REPRESENTS THE MINIMUM CROSS-SECTION FOR HMA PAVEMENT RESTORATION OR NEW HMA PAVEMENT. CONTRACTOR IS TO MATCH EXISTING CROSS-SECTION IF THE
HMA PAVEMENT RESTORATION EXCEEDS THE MINIMUM REQUIREMENTS NOTED ABOVE.
SCALE: NONE
PAVEMENT - HMA CROSS-SECTIONA7
CONCRETE COURSE
AGGREGATE BASE
8"
COMPACTED SAND SUBGRADE
SCALE: NONE
PORTLAND CEMENT CONCRETE (PCC) H7
PAVEMENT SECTION
CONCRETE COURSE
AGGREGATE BASE
NOTES:
1. ALL MATERIALS SHALL MEET OHIO DEPARTMENT OF TRANSPORTATION (ODOT)
MATERIAL SPECIFICATIONS.
2. CONCRETE PAVEMENT PER SPECIFICATION 32 13 13.06 06.
3. AGGREGATE BASE COURSE TO BE ODOT NO. 304 PER SPECIFICATION 32 11 20.
4. COMPACT SUBGRADE, SPEC UFGS 31 00 00.00 06.
COMPACTED SAND SUBGRADE
SCALE: NONE
PORTLAND CEMENT CONCRETE (PCC) H7
PAVEMENT SECTION
REBAR / WELDED WIRE REINFORCEMENT PLACEMENT NOTES:
1. T = THICKNESS AS INDICATED ON DETAIL H7 (THIS SHEET).
2. CONCRETE SLAB REINFORCEMENT SHALL BE EITHER:
A.) FABRICATED DEFORMED STEEL BAR MATS CONFORMING TO ASTM A184 OR
B.) STEEL WELDED WIRE FABRIC CONFORMING TO ASTM A1064.
3. ALL STEEL TO BE DELIVERED IN FLAT SHEETS, NO ROLL WILL BE ACCEPTABLE.
4. DEFORMED STEEL BARS TO BE OVERLAPPED A MINIMUM OF 24 BAR DIAMETERS. LAPPED BARS TO BE SECURELY WIRED TO
PREVENT SEPARATION DURING CONCRETE PLACEMENT.
5. WIRE FABRIC TO BE OVERLAPPED DISTANCE EQUAL TO ONE SPACING OF WIRE IN THE FABRIC OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER.
6. WELDED WIRE REINFORCEMENT WILL BE USED FOR ALL ODD SHAPED REINFORCED PANELS.
7. SEE DETAIL H7, THIS SHEET, FOR ENTIRETY OF PORTLAND CEMENT CONCRETE (PCC) PAVEMENT SECTION.
SEE MATERIAL SCHEDULE FOR
REINFORCEMENT SIZE OPTIONS.
PAVEMENT JOINT OR
EDGE
SCALE:
REINFORCED PCC PAVEMENTA1
1/2" WIRE SPACING
OR 3" MAX
T T/ 4+
1"
SYMBOL: R
REINF. REINF.
REINF. (TYP) SEE
NOTE 1 THIS SHEET
DRILLED HOLE W/BAR
EMBEDDED INTO EPOXY GEL
EXP. JOINT FILLER
COAT EXPOSED FACE
OF BUTT JOINT WITH
CURING COMPOUND
1" DIA. X 14"
SMOOTH DOWEL
AT 12" CTRS.
2'-6" LONG NO. 5
DEFORMED TIE BARS
@ 30' CENTERS
REINF.
REINF.2'-6" LONG NO. 5
DEFORMED TIE BARS
@ 30' CENTERS
SEE CONTRACTION JOINT
SEALANT DETAIL F6 SHEET C-506,
SCALE: NONE
REINFORCED THICKENED CONCRETE JOINT DETAILSA13
1/2"
T/
T
T/ 4T/
NOTES:
1. STEEL REINFORCEMENT MESH FOR CONCRETE
PAVEMENT IS TO BE 6"x6" - W2.1/W2.1, 0.042" SQUARE
PER FOOT TYPICAL, OR HEAVIER.
2. T = PER DETAIL H7, PAVEMENT SECTION PORTLAND
CEMENT CONCRETE, THIS SHEET.
LONGITUDINAL CONTRACTION JOINT TRANSVERSE CONTRACTION JOINT
ISOLATION JOINT
MATERIALS:
1. POURED JOINT SEALER -HOT POURED RUBBER ASPHALT
CONFORMING TO ASTM D-6690
2. EXPANSION JOINT FILLER - FIBER TYPE CONFORMING TO
ASTM D-1751
3. PREMOLDED STRIP INSERT - PLASTIC
4. JOINT SEALANT TO BE FUEL RESISTANT
NOTE: USE THIS JOINT WHERE PAVEMENT
BUTTS UP TO A BUILDING OR LOADING
RAMP.
MAX SPACING = 15' MAX SPACING = 15'
1"
1/
T/
T
T/
TYPE L
LONGITUDINAL CONSTRUCTION JOINT
TYPE H
TRANSVERSE CONSTRUCTION JOINT
PLACE BETWEEN POURS PLACE BETWEEN POURS
T/
T/
T
T/
1" 1/
DOWELED CONSTRUCTION JOINT
NOTE: USE THIS JOINT WHERE PAVEMENT
BUTTS UP TO EXISTING CONCRETE PAVEMENT.
90°1/2 LENGTH
SEE CONTRACTION JOINT
SEALANT DETAIL F6 SHEET C-506,
SEE CONTRACTION JOINT
SEALANT DETAIL F6 SHEET C-506,
1" DIA. X 14"
SMOOTH DOWEL
AT 12" CTRS.
90°
T/
1" DIA. X 14"
SMOOTH DOWEL
AT 12" CTRS.
90°
4'-0"
4' -0
4"
NOTE:
PAVEMENT MARKINGS
TO BE REFLECTIVE BLUE.
3'-0" DIA.
12'-0"
60°
5' MIN
6" WIDE TRAFFIC BLUE
STRIPE (TYPICAL)
PAVEMENT STRIPING
SCALE: NONE
HANDICAP PARKING PAINT SYMBOLJ13
T C-506
F1
SYMBOL:
ASPHALT
PAVEMENT
PORTLAND CEMENT
CONCRETE PAVEMENT
E7 BITUMINOUS/PCC PAVEMENT JOINT
SCALE: NONE
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8 SPA. @ 10.8' = 97'
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JOINT PLAN KEYNOTES
GENERAL NOTES
SCALE: 1" = 20'
SITE PAVING JOINT LAYOUT PLANA1
PLAN
NORTH
20' 40'0
C SAWED CONTRACTION JOINT, SEE DETAIL F6/C-506.
E EXPANSION JOINT SEAL, SEE DETAIL F1/C-506.
D DOWELED CONSTRUCTION JOINT, SEE DETAIL A13/C-505.
S BITUMINOUS / PCC PAVEMENT JOINT, SEE DETAIL E7/C-505.
T TRENCH DRAIN EXPANSION JOINT ALONG TRENCH DRAIN LENGTH
AND AT EVERY CHANNEL SECTION AND SEE DETAIL G2/ C-508.
R REINFORCED PCC PAVEMENT. SEE DETAIL A1/C-505.
I ISOLATION JOINT. SEE DETAIL A17/C-506.
O CONCRETE STOOP. SEE STRUCTURAL PLAN DETAIL 15/ S-502 .
1. REFER TO SHEET C-001 FOR CIVIL GENERAL NOTES, ABBREVIATIONS, AND
LEGEND.
2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS
AND MUST BE READ WITH THE FULL SET TO BEST ENSURE PROPER
INTERPRETATION.
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159160
OPEN TO ROOF DECK
OPEN TO ROOF DECK
ACT-1
GWB
ACT-1 ACT-1 ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
MRGWB
ACT-1
GWB
GWB
GWB
GWB
GWB GWB
GWB MRGWB
GWB
GWB
GWB
MRGWB
GWB
GWB GWB
GWBGWBGWBGWB
GWB
GWB
MRGWB
GWB GWB GWB
MRGWB
ACT-1
MRGWB 10'-0" A.F.F.
10'-0" A.F.F.
10'-0" A.F.F.
10'-0" A.F.F.
E1 A-302
________ A1 A-302
103 104 105 106
107A
117 120
120A
120B
119118121
122C
122A
122B
148149
101A
CONCRETE LID @ 12' AFF
CONCRETE LID @ 14' AFF
A13 A-306
A8 A-304
116A
MRGWB
MRGWB
ACT-1
ACT-1
MRGWB
MRGWB
MRGWB
MRGWB
ACT-1
ACT-1
GWB
A R
E A
A
A R
E A
B
A R
E A
A
A R
E A
B
10'-0" A.F.F.
GWB
G12 A-510
A-310
L13
A-310
A13
GWB
GWB
GWB
GWB
1/2HR
2 HR
1HR
2'x2' ACT CEILING
CEILING LEGEND
MRGWB
(MOISTURE RESISTANCE
GYP. BD. CEILING)
ALL CEILINGS TO BE INSTALLED @
8'-0" UNLESS NOTED OTHERWISE
PRECAST CONC.
HOLLOW CORE DECK
OPEN TO ROOF DECK - PAINT
UNDERSIDE OF STRUCTURE
WINDOW SHADE
FIRE RATED - SEE RATED
CEILING ASSEMBLY SHEET A-701
CONCRETE LID (SEE PLAN)
PARTITION TYPE LEGEND
METAL STUD W/ GWB
CMU WALL W/ FURRING AND
GWB, ONE OR BOTH SIDES
CMU WALL
GREY HATCH INDICATES WALL
TO UNDERSIDE OF DECK
1 HR FIRE RESISTANCE WALL
1HR
1/2 HR FIRE RESISTANCE WALL
1/2HR
2 HR FIRE RESISTANCE WALL
2HR
RATED WALL TYPE LEGEND
US Army Corps of Engineers ®
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4' 8' 16' 24'
PLAN NORTH
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E F
L E
C T
E D
C E
IL
IN
G P
L A
N
C O
M P
O S
IT
E
Z Q
E L
B
A S
E F
IR
E
S T
A T
IO
N
Y O
U N
G S
T O
W N
A
IR
R E
S E
R V
E S
T A
T
IO
N O
H 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 A
C E
L O
U
IS
V
IL
L E
K
Y
Q B
IA
G
I
A P
E R
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M B
E R
N
IN
G E
R
A T
U R
B E
T T
N
O V
E M
B E
R
F Y
C E
R T
IF
IE
D F
IN
A
L
P
SCALE: 3/32" = 1'-0"
REFLECTED CEILING PLAN - COMPOSITE
GENERAL NOTES - RCP
1. ALL ELECTRICAL, FIRE PROTECTION, HVAC, ETC.
COMPONENTS TO BE CENTERED ON ACT PANELS.
2. CENTER ALIGN CEILING GRID SYSTEM WITHIN EACH
ROOM.
3. THE INFORMATION ON THE REFLECTED CEILING PLAN
IS PROVIDED ONLY AS A LOCATIONAL GUIDE FOR THE
CONTRACTOR. REFER TO MECHANICAL,
ELECTRICAL, AND FIRE SAFETY PLANS FOR EXACT
TYPE, AND LOCATIONS OF FIXTURES, REGISTERS,
AND EQUIPMENT
4. NOTIFY THE COR IN WRITING, PRIOR TO
CONSTRUCTION, OF ANY CONFLICTS BETWEEN
PROPOSED REFLECTED CEILING ASSEMBLIES AND
OTHER WORK.
5. LIGHTS IN INDIVIDUAL OFFICE ROOMS SHALL BE
SWITCHED FROM INDIVIDUAL SWITCHES IN EACH
ROOM.
6. SWITCH ALL DOWNLIGHTS SEPARATELY FROM 2X4
FIXTURES.
7. COORDINATE SIZE, LOCATION, AND FINISH OF
REQUIRED ACCESS PANELS IN GYPSUM BOARD
CEILIGS WITH ARCHITECT OR ARCHITECT’S
REPRESENTATIVE AND OTHER TRADES PRIOR TO
PROCEEDING WITH CONSTRUCTION.
8. ALL GYPSUM BOARD CEILINGS TO BE PAINTED PURE
WHITE, UNLESS NOTED OTHERWISE.
ROOM SCHEDULE
NUMBER NAME AREA
101 VESTIBULE 88 SF
101A LOBBY 60 SF
102 CORRIDOR 938 SF
103 RESERVE OFFICE 164 SF
104 RESERVE OFFICE 163 SF
105 TRAINING CHIEF 126 SF
106 HAZMAT SAFETY OFFICE 123 SF
107 DEPARTMENT TRAINING 657 SF
107A STORAGE 98 SF
108 ADMIN STOR 37 SF
109 JAN 52 SF
110 RR 80 SF
111 RR 80 SF
112 RR 81 SF
113 FITNESS 563 SF
114 TR 120 SF
115 RR 80 SF
116 LAUNDRY 86 SF
116A STORAGE 41 SF
117 RR 80 SF
118 DAYROOM 688 SF
119 DAYROOM DINING 359 SF
120 DAYROOM KITCHENETTE 271 SF
120A PANTRY 54 SF
120B PANTRY 54 SF
121 MECH / ELEC 324 SF
122 BDOC/DISPATCH 481 SF
ROOM SCHEDULE
NUMBER NAME AREA
122A BDOC/DISP VEST 40 SF
122B BDOC/DISP RR 65 SF
122C BDOC/DISP TR 113 SF
123 DORM CORRIDOR 538 SF
124 VESTIBULE 59 SF
125 DORM 86 SF
126 DORM 86 SF
127 DORM 86 SF
128 DORM 86 SF
129 DORM 86 SF
130 DORM 86 SF
131 PUBLIC RR 54 SF
132 JAN 22 SF
133 OFFICER'S WATCH DESK OFFICE 135 SF
134 DORM 86 SF
135 DORM 86 SF
136 DORM 86 SF
137 DORM 86 SF
138 DORM 86 SF
139 DORM 86 SF
140 DORM 86 SF
141 DORM 86 SF
142 DORM 86 SF
143 DORM 86 SF
144 DORM 86 SF
145 DORM 86 SF
146 INSPECTOR'S OFFICE 93 SF
ROOM SCHEDULE
NUMBER NAME AREA
147 DORM 86 SF
148 ASST. CHIEF / SHIFT SUPERVISOR 124 SF
149 DORM 102 SF
150 RR 79 SF
151 DORM 102 SF
152 ASST. CHIEF OF FIRE PREVENTION 124 SF
153 DEPUTY CHIEF'S OFFICE 124 SF
154 DORM 102 SF
155 RR 79 SF
156 DORM 102 SF
157 FIRE CHIEF'S OFFICE 124 SF
158 APPARATUS CRASH 5936 SF
159 EQUIP WASH / DISINFECT 229 SF
160 TR 68 SF
161 PPE GEAR STORAGE 422 SF
162 SCBA MAINT. ROOM 144 SF
163 SCBA COMPRESSOR 57 SF
164 EMT STOR 74 SF
165 ELEC 36 SF
166 APPARATUS BAY STORAGE 242 SF
167 RESERVE DEPL GEAR STORAGE 330 SF
168 APPARATUS STRUCTURE 4649 SF
169 HOSE 16 SF
170 HOSE 16 SF
171 HOSE 16 SF
A
M E
N D
M E
N T
/2
/2
W
2Q R
BA
9_
C er tF _P la ns
-0
APPARATUS
CRASH
OPEN TO ROOF DECK
10'-0" A.F.F.
10'-0" A.F.F.
9'-0" A.F.F.
10'-0" A.F.F.
10'-0" A.F.F.
10'-0" A.F.F.
A1 A-302
VESTIBULE
CORRIDOR
RESERVE OFFICE
RESERVE OFFICE
TRAINING CHIEF
HAZMAT SAFETY
OFFICE
DEPARTMENT
TRAINING
STORAGE
107A
TR
ADMIN STOR
JAN
RR
LAUNDRY
RR
DAYROOM
KITCHENETTE
PANTRY
120A
PANTRY
120B
DAYROOM DINING
DAYROOM
MECH / ELEC
BDOC/DISP TR
122C
BDOC/DISPATCH
BDOC/DISP VEST
122A
BDOC/DISP RR
122B
VESTIBULE
124 DORM CORRIDOR
DORM
DORM
DORM
DORM
DORM
DORM
PUBLIC RR
JAN
OFFICER'S
WATCH DESK
OFFICE
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
DORM
INSPECTOR'S
OFFICE
DORM
ASST. CHIEF /
SHIFT
SUPERVISOR
DORM
RR
DORM
ASST. CHIEF OF
FIRE
PREVENTION
DEPUTY CHIEF'S
OFFICE
153DORM
RR
DORM
FIRE CHIEF'S
OFFICE
LOBBY
101A
ACT-1
GWB
ACT-1 ACT-1 ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
ACT-1
MRGWB
ACT-1
GWB
GWB
GWB
GWB
GWB GWB
GWB MRGWB
GWB
GWB
GWB GWB
MRGWB
GWB
GWB GWB
GWBGWBGWBGWB
GWB
GWB
MRGWB
GWB GWB GWB
MRGWB
ACT-1
MRGWB
A13 A-306
RR
RR
FITNESS
RR
STORAGE
116A
A R
E A
A
A R
E A
B
A R
E A
A
A R
E A
B
10'-0" A.F.F.
GWB
10'-0" A.F.F.
10'-0" A.F.F.
MRGWB
MRGWB
MRGWB
MRGWB
MRGWB
GWB
MRGWB
K15 A-503
TYP
1/2HR
2 HR
1HR
K15 A-503
F15 A-503
OTS
2'x2' ACT CEILING
CEILING LEGEND
MRGWB
(MOISTURE RESISTANCE
GYP. BD. CEILING)
ALL CEILINGS TO BE INSTALLED @
8'-0" UNLESS NOTED OTHERWISE
PRECAST CONC.
HOLLOW CORE DECK
OPEN TO ROOF DECK - PAINT
UNDERSIDE OF STRUCTURE
WINDOW SHADE
FIRE RATED - SEE RATED
CEILING ASSEMBLY SHEET A-701
CONCRETE LID (SEE PLAN)
PARTITION TYPE LEGEND
METAL STUD W/ GWB
CMU WALL W/ FURRING AND
GWB, ONE OR BOTH SIDES
CMU WALL
GREY HATCH INDICATES WALL
TO UNDERSIDE OF DECK
1 HR FIRE RESISTANCE WALL
1HR
1/2 HR FIRE RESISTANCE WALL
1/2HR
2 HR FIRE RESISTANCE WALL
2HR
RATED WALL TYPE LEGEND
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
S
IG
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S U
B M
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B Y
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3 5 7 9 11 13 15 17 19
L
J
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A
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D E
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IP
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IO
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2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' 8' 16'
1/8"=1'-0"SCALE:
PLAN NORTH
AREA A AREA B
KEY PLAN
A-106
A R
C H
IT
E
C T
U R
A L R
E F
L E
C T
E D
C E
IL
IN
G P
L A
N
A R
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B
Z Q
E L
B
A S
E F
IR
E
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N
Y O
U N
G S
T O
W N
A
IR
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R V
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L O
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R
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B E
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N
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B E
R
F Y
C E
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IF
IE
D F
IN
A
L
P
GENERAL NOTES - RCP
1. ALL ELECTRICAL, FIRE PROTECTION, HVAC, ETC.
COMPONENTS TO BE CENTERED ON ACT PANELS.
2. CENTER ALIGN CEILING GRID SYSTEM WITHIN EACH
ROOM.
3. THE INFORMATION ON THE REFLECTED CEILING PLAN
IS PROVIDED ONLY AS A LOCATIONAL GUIDE FOR THE
CONTRACTOR. REFER TO MECHANICAL,
ELECTRICAL, AND FIRE SAFETY PLANS FOR EXACT
TYPE, AND LOCATIONS OF FIXTURES, REGISTERS,
AND EQUIPMENT
4. NOTIFY THE COR IN WRITING, PRIOR TO
CONSTRUCTION, OF ANY CONFLICTS BETWEEN
PROPOSED REFLECTED CEILING ASSEMBLIES AND
OTHER WORK.
5. LIGHTS IN INDIVIDUAL OFFICE ROOMS SHALL BE
SWITCHED FROM INDIVIDUAL SWITCHES IN EACH
ROOM.
6. SWITCH ALL DOWNLIGHTS SEPARATELY FROM 2X4
FIXTURES.
7. COORDINATE SIZE, LOCATION, AND FINISH OF
REQUIRED ACCESS PANELS IN GYPSUM BOARD
CEILIGS WITH ARCHITECT OR ARCHITECT’S
REPRESENTATIVE AND OTHER TRADES PRIOR TO
PROCEEDING WITH CONSTRUCTION.
8. ALL GYPSUM BOARD CEILINGS TO BE PAINTED PURE
WHITE, UNLESS NOTED OTHERWISE.
KEYNOTES
2 PRE-FINISHED METAL PANEL CANOPY
3 PRE-FINISHED ALUMINUM GUTTER, DOWNSPOUT, AND
SPLASHBLOCK
9 BRICK MASONRY OVER AIR SPACE, AIR BARRIER AND
INSULATION OVER CMU WALL
94 GYPSUM CEILING ACCESS PANEL, MINIMUM 36"X36".
COORDINATE FINAL LOCATION WITH CONTRACTING
OFFICER'S REPRESENTATIVE.
SCALE: 1/8" = 1'-0"
REFLECTED CEILING PLAN - AREA B
A
M E
N D
M E
N T
/2
/2
W
2Q R
BA
9_
C er tF _P la ns
-0
G1 A-301
B1 A-301
E1 A-302
A1 A-302
/2
2" / 1'-0"
/2
/2
A R
E A
A
A R
E A
B
A R
E A
A
A R
E A
B
1/2" / 1'-0"
G12 A-510
98' - 4 1/2"
A-508
E5
ROOF EXPANSION
JOINT, BELLOW
TYPE HERE
VERTICAL
EXPANSION
JOINT HERE
VERTICAL
EXPANSION
JOINT HERE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
3/32"=1'-0"SCALE:
4' 8' 16' 24'
PLAN NORTH
AREA A AREA B
KEY PLAN
A-107
A R
C H
IT
E
C T
U R
A L R
O O
F P
L A
N
C O
M P
O S
IT
E
Z Q
E L
B
A S
E F
IR
E
S T
A T
IO
N
Y O
U N
G S
T O
W N
A
IR
R E
S E
R V
E S
T A
T
IO
N O
H L O
U
IS
V
IL
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D
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T R
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A R
T
IN
L U
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K
IN
G J R
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L O
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V
IL
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G
I
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N
IN
G E
R
A T
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B E
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IF
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RAINWATER DESIGN CALCULATION
LOCATION: VIENNA, OH
RAINFALL INTENSITY (10 YR) 6.3 INCH / HOUR
RAINFALL INTENSITY (100 YR) 8.8 INCH / HOUR
DRAINABLE AREA (10 YR) 190 SQUARE FEET
DRAINABLE AREA (100 YR) 140 SQUARE FEET
YEAR SETTING 10 YEAR
GUTTER LENGTH 373 FT
MAX GUTTER SERVED BY EACH DOWNSPOUT 25 FT
DESIGN AREA 51,400 SF
MINIMUM NUMBER OF DOWNSPOUTS 15
ACTUAL NUMBER OF DOWNSPOUTS PROVIDED 15
MAXIMUM ROOF AREA SERVED BY EACH DOWNSPOUT 3445 SF
MIN GUTTER WIDTH 7 INCHES
MIN GUTTER DEPTH 7 INCHES
GUTTER WIDTH PROVIDE 7 INCHES
GUTTER DEPTH PROVIDE 7 INCHES
MINIMUM DOWNSPOUT SIZE 4" X 6"
DOWNSPOUT SIZE PROVIDE 4" X 6"
GENERAL NOTES - ROOF PLAN
1 REPAIR AND REPLACE ROOFING SYSTEM AND STRUCTURE
DAMAGED BY IMPROPER STORAGE, CONSTRUCTION
ACTIVITIES, OR LACK OF ADEQUATE TEMPORARY
PROTECTION. THIS ALSO INCLUDES INTERIOR DAMAGE TO
FINISHES, EQUIPMENT, FURNISHINGS, ETC. RESULTING FROM
LEAKS.
2 VERIFY SIZE, LOCATION, AND NUMBER OF ROOF
PENETRATIONS INCLUDINGS VENTS, PIPES, CURBS, ROOF
DRAINS, CONDUITS, ETC. PRIOR TO FLASHING AND SEALING
PENETRATIONS WHETHER OR NOT INDICATED ON DRAWINGS.
3 REFER TO MECHANICAL DRAWINGS TO COORDINATE ROOF
PENETRATION LOCATIONS.
4 PIPE PENETRATIONS SHALL HAVE PRE-MOLDED PIPE
FLASHING BOOTS PER ROOF MANUFACTURER
SPECIFICATIONS
KEYNOTES
1 ROOF SYSTEM 1: PVC MEMBRANE ROOF SYSTEM OVER
1/2" COVERBOARD, 6" MIN RIGID INSULATION BOARD
(MIN. R-30), OVER BASE SHEET, OVER LIGHTWEIGHT
CONCRETE DECK
2 PRE-FINISHED METAL PANEL CANOPY
3 PRE-FINISHED ALUMINUM GUTTER, DOWNSPOUT, AND
SPLASHBLOCK
4 PRE-FINISHED COPING CAP FLASHING
5 ROOF SYSTEM 2: PVC MEMBRANE ROOF SYSTEM OVER
1/2" COVERBOARD, 6" MIN RIGID INSULATION BOARD
(MIN. R-30), 5/8" GYPSUM ROOF BOARD (THERMAL
BARRIER) OVER METAL DECK
14 ROOF SYSTEM 3: METAL PANEL ROOF SYSTEM OVER
1/2" COVERBOARD, 6" MIN RIGID INSULATION BOARD
(MIN. R-30), 5/8" GYPSUM ROOF BOARD (THERMAL
BARRIER) OVER METAL DECK
95 ROOF DRAIN
96 3'-0" WIDE WALKPAD
97 3'-0" X 3'-0" ROOF ACCESS HATCH WITH INTEGRATED
FALL PROTECTION RAILING SYSTEM
98 CROSSOVER LADDER
SCALE: 3/32" = 1'-0"
ROOF PLAN - COMPOSITE
A
M E
N D
M E
N T
/2
/2
W
2Q R
BA
9_
C er tF _P la ns
-0
G1 A-301
B1 A-301
E1 A-302
A8 A-304
A R
E A
A
A R
E A
B
A R
E A
A
A R
E A
B
/2
1/2" / 1'-0"
G12 A-510
A-508
E5
J13 A-506
K16 A-507
B13 A-509
B6 A-506
1/2" / 1'-0" @
TAPERED
INSULATION ABOVE
MIN. ROOF SYSTEM
INSULATION, FULLY
ADHERED
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
S
IG
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D B
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S U
B M
IT
T
E D
B Y
S
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C H
E C
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A N
S I D
IS
S
U E
D A
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C O
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A
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N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
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C
A
D A
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M A
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D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' 8' 16'
1/8"=1'-0"SCALE:
PLAN NORTH
AREA A AREA B
KEY PLAN
A-108
A R
C H
IT
E
C T
U R
A L R
O O
F P
L A
N
A R
E A
A
Z Q
E L
B
A S
E F
IR
E
S T
A T
IO
N
Y O
U N
G S
T O
W N
A
IR
R E
S E
R V
E S
T A
T
IO
N O
H L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
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K
IN
G J R
P
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L O
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V
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Y
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I
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IN
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GENERAL NOTES - ROOF PLAN
1 REPAIR AND REPLACE ROOFING SYSTEM AND STRUCTURE
DAMAGED BY IMPROPER STORAGE, CONSTRUCTION
ACTIVITIES, OR LACK OF ADEQUATE TEMPORARY
PROTECTION. THIS ALSO INCLUDES INTERIOR DAMAGE TO
FINISHES, EQUIPMENT, FURNISHINGS, ETC. RESULTING FROM
LEAKS.
2 VERIFY SIZE, LOCATION, AND NUMBER OF ROOF
PENETRATIONS INCLUDINGS VENTS, PIPES, CURBS, ROOF
DRAINS, CONDUITS, ETC. PRIOR TO FLASHING AND SEALING
PENETRATIONS WHETHER OR NOT INDICATED ON DRAWINGS.
3 REFER TO MECHANICAL DRAWINGS TO COORDINATE ROOF
PENETRATION LOCATIONS.
4 PIPE PENETRATIONS SHALL HAVE PRE-MOLDED PIPE
FLASHING BOOTS PER ROOF MANUFACTURER
SPECIFICATIONS
KEYNOTES
1 ROOF SYSTEM 1: PVC MEMBRANE ROOF SYSTEM OVER
1/2" COVERBOARD, 6" MIN RIGID INSULATION BOARD
(MIN. R-30), OVER BASE SHEET, OVER LIGHTWEIGHT
CONCRETE DECK
2 PRE-FINISHED METAL PANEL CANOPY
3 PRE-FINISHED ALUMINUM GUTTER, DOWNSPOUT, AND
SPLASHBLOCK
4 PRE-FINISHED COPING CAP FLASHING
5 ROOF SYSTEM 2: PVC MEMBRANE ROOF SYSTEM OVER
1/2" COVERBOARD, 6" MIN RIGID INSULATION BOARD
(MIN. R-30), 5/8" GYPSUM ROOF BOARD (THERMAL
BARRIER) OVER METAL DECK
19 MECHANICAL EQUIPMENT, REFER TO MECHANICAL
DRAWINGS
88 CONCRETE SPLASHBLOCK
96 3'-0" WIDE WALKPAD
97 3'-0" X 3'-0" ROOF ACCESS HATCH WITH INTEGRATED
FALL PROTECTION RAILING SYSTEM
98 CROSSOVER LADDER
SCALE: 1/8" = 1'-0"
ROOF PLAN - AREA A
A
M E
N D
M E
N T
/2
/2
W
2Q R
BA
9_
C er tF _P la ns
-0
F1 A-203
G1 A-301
2" / 1'-0"
A1 A-302
________14
A R
E A
A
A R
E A
B
A R
E A
A
A R
E A
B
/2
J13 A-506
K16 A-507
A2 G-004
1/2" / 1'-0" @
TAPERED
INSULATION ABOVE
MIN. ROOF SYSTEM
INSULATION, FULLY
ADHERED
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
S
IG
N E
D B
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S U
B M
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T
E D
B Y
S
IZ
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C H
E C
K E
D B
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A N
S I D
IS
S
U E
D A
T E
C O
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N O
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IC
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A
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IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
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M A
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D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
4' 8' 16'
1/8"=1'-0"SCALE:
PLAN NORTH
AREA A AREA B
KEY PLAN
A-109
A R
C H
IT
E
C T
U R
A L R
O O
F P
L A
N
A R
E A
B
Z Q
E L
B
A S
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IR
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GENERAL NOTES - ROOF PLAN
1 REPAIR AND REPLACE ROOFING SYSTEM AND STRUCTURE
DAMAGED BY IMPROPER STORAGE, CONSTRUCTION
ACTIVITIES, OR LACK OF ADEQUATE TEMPORARY
PROTECTION. THIS ALSO INCLUDES INTERIOR DAMAGE TO
FINISHES, EQUIPMENT, FURNISHINGS, ETC. RESULTING FROM
LEAKS.
2 VERIFY SIZE, LOCATION, AND NUMBER OF ROOF
PENETRATIONS INCLUDINGS VENTS, PIPES, CURBS, ROOF
DRAINS, CONDUITS, ETC. PRIOR TO FLASHING AND SEALING
PENETRATIONS WHETHER OR NOT INDICATED ON DRAWINGS.
3 REFER TO MECHANICAL DRAWINGS TO COORDINATE ROOF
PENETRATION LOCATIONS.
4 PIPE PENETRATIONS SHALL HAVE PRE-MOLDED PIPE
FLASHING BOOTS PER ROOF MANUFACTURER
SPECIFICATIONS
KEYNOTES
1 ROOF SYSTEM 1: PVC MEMBRANE ROOF SYSTEM OVER
1/2" COVERBOARD, 6" MIN RIGID INSULATION BOARD
(MIN. R-30), OVER BASE SHEET, OVER LIGHTWEIGHT
CONCRETE DECK
2 PRE-FINISHED METAL PANEL CANOPY
4 PRE-FINISHED COPING CAP FLASHING
5 ROOF SYSTEM 2: PVC MEMBRANE ROOF SYSTEM OVER
1/2" COVERBOARD, 6" MIN RIGID INSULATION BOARD
(MIN. R-30), 5/8" GYPSUM ROOF BOARD (THERMAL
BARRIER) OVER METAL DECK
14 ROOF SYSTEM 3: METAL PANEL ROOF SYSTEM OVER
1/2" COVERBOARD, 6" MIN RIGID INSULATION BOARD
(MIN. R-30), 5/8" GYPSUM ROOF BOARD (THERMAL
BARRIER) OVER METAL DECK
96 3'-0" WIDE WALKPAD
97 3'-0" X 3'-0" ROOF ACCESS HATCH WITH INTEGRATED
FALL PROTECTION RAILING SYSTEM
SCALE: 1/8" = 1'-0"
ROOF PLAN - AREA B
A
M E
N D
M E
N T
/2
/2
W
2Q R
BA
9_
C er tF _P la ns
-0
PREFINISHED
ALUMINUM
COPING CAP
ROOF MEMBRANE
FLASHING OVER RIGID
INSULATION BOARD
ROOF MEMBRANE
MEMBRANE FLASHING
OVER MASONRY WALL
MEMBRANE FLASHING
OVER WOOD BLOCKING
PREFINISHED
ALUMINUM
CLEAT,
FASTENED 4" O.C.
" 4
2' - 0"
P.T. WOOD NAILERS W/
MASONRY FASTENERSP.T. PLYWOOD
TOP SILL,
SECURE TO
WOOD NAILERS
BRICK VENEER,
WEEP VENT
2" SPF
INSULATION
2" RIGID INSULATION
BOARD
FLEXIBLE MEMBRANE FLASHING
OVER DENS DECK AND OVER TOP
OF WALL TO SPF INSULATION
PREFINISHED ALUMINUM
CLEAT, FASTENED 4" O.C.
CMU BOND BEAM /
CONCRETE WALL
PRE-FINISHED
ALUMINUM GUTTER
AND DOWNSPOUT
BRICK MASONRY
AIR SPACE
SPF INSULATION
CAST-IN PLACE
CONCRETE (REFER TO
STRUCTURAL DWGS.)
STEEL ANGLE
PVC ROOF
MEMBRANE
1/2" COVERBOARD
STEEL BAR JOIST
(REFER TO
STRUCTURAL
DWGS.,TYP.)
1 1/2" METAL DECK
5/8" THERMAL
BARRIER
5" RIGID
INSULATION ,
MIN. R-30
STEEL PLATE
AND HSS TUBE
AT PERIMETER
PRE-FINISHED
EDGE FLASHING
P.T. WOOD NAILERS
SOFFIT TRIM
FLASHING,
FASTENED WITH POP
RIVETS AT 12" O.C.
FINISHED FLOOR
0"
T/FTG
-3' - 0"
CONCRETE FLOOR,
FINISH PER SCHEDULE
CONCRETE
FOUNDATION
(SEE STRUCTURAL
DWGS.,TYP.)
ALUM. WINDOW SYSTEM
SOLID SURFACE SILL
12" CMU WALL
SPF INSULATION
AIR SPACE
THROUGH WALL
CONTINUOUS FLASHING
GROUT SOLID
HEAD JOINT WEEP
AT 24" O.C.
DRAINAGE MATERIAL
BRICK SILL
5/8" GYP. WALL BOARD
2 1/2" METAL STUD
GRADE, SEE CIVIL
REINFORCEMENT
(SEE STRUCTURAL
DWGS., TYP.)
ISOLATION JOINT
BASE PER SCHEDULE
MOW STRIP, SEE CIVIL
A-604
B16
SNOWGUARDS
BRICK MASONRY
PRE-FINISHED
ALUMINUM
DOWNSPOUT
AND GUTTER
ROOF SYSTEM 3:
METAL PANEL ROOF
1 1/2" METAL DECK
STEEL ANGLE
2" SPF INSULATION
BENT PLATE, REFER TO
STRUCTURAL
DRAWINGS
P.T. 2X BLOCKING
SOFFIT TRIM
FLASHING, FASTENED
WITH POP RIVETS AT
12" O.C.
12" CMU WALL
2" SPF INSULATION
AIR SPACE
BRICK VENEER
EMBED PLATE WITH
HSS TUBE, REFER TO
STRUCTURAL
SOFFIT TRIM FLASHING
FASTENED WITH POP
RIVETS AT 12" O.C.
PREFINISHED CLEAT
AT 12" O.C.
PREFINISHED
ALUMINUM RAKE TRIM
PT WOOD NAILERS
SOFFIT PANEL
METAL DECK,
REFER TO
STRUCTURAL
DRAWINGS
2" SPF INSULATION
AIR SPACE
BRICK VENEER
8" CMU WALL, FULLY-
GROUTED CELLS
EMBED PLATE WITH
HSS TUBE, REFER TO
STRUCTURAL
SOFFIT TRIM FLASHING
FASTENED WITH POP
RIVETS AT 12" O.C.
PREFINISHED CLEAT
AT 12" O.C.
PREFINISHED
ALUMINUM RAKE TRIM
PREFINISHED FLANGE
EMBEDDED IN CEMENT
SOFFIT PANEL
METAL DECK,
REFER TO
STRUCTURAL
DRAWINGS
LOW ROOF BEARING
14' - 0"
CORRIDOR
SPF INSULATION
AIR SPACE
BRICK VENEER
2 1/2" METAL STUD
5/8" GYP. WALL BOARD
8" CMU WALL, FULLY-
GROUTED CELLS 5" RIGID INSULATION,
MIN. R-30
2" LIGHTWEIGHT CONCRETE
OVER 2" METAL DECK
STEEL ANGLE
BOND BEAM, REFER
TO STRUCTURAL
DRAWINGS FOR
QUANITY AND
LOCATIONS
FINISHED FLOOR
0"
CORRIDOR
DORM
CONCRETE FLOOR,
FINISH PER SCHEDULE
CONCRETE FOUNDATION
(SEE STRUCTURAL
DWGS., TYP.)
REINFORCEMENT
(SEE STRUCTURAL
DWGS., TYP.)
2 1/2" METAL STUD
5/8" GYP. WALL BOARD ISOLATION JOINT
VAPOR RETARDER
BASE PER SCHEDULE,
BOTH SIDES
8" CMU WALL, FULLY-
GROUTED CELLS
SCALE: 3" = 1'-0"
K13
TYP, FLASHING AT PARAPET DETAIL
SCALE: 1" = 1'-0"
A1
SECTION DETAIL - BRICK REVEAL
SCALE: 3" = 1'-0"
F13
TYP. ROOF EDGE AT GUTTER DETAIL
0 0
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0.5' 1' 2'
1"=1'-0"SCALE:3"=1'-0"SCALE:
0.125' 0.25' 0.5' 0.75'
A-309
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SCALE: 1 1/2" = 1'-0"
A13
METAL PANEL ROOF EDGE
SCALE: 1" = 1'-0"
L1
SECTION DETAIL - ROOF CONNECTION (12" CMU)
SCALE: 1" = 1'-0"
L7
DETAIL SECTION - ROOF CONNECTION (8" CMU)
SCALE: 1" = 1'-0"
G7
DETAIL SECTION - ROOF TO WALL
SCALE: 1" = 1'-0"
A7
SECTION DETAIL - FOOTING
A
M E
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/2
W
2Q R
BA
9_
C er tF _P la ns
-0
PRE-MOLDED PIPE BOOT
CUT TO HEIGHT, BUT NO
LOWER THAN LAST
REINFORCING RING (NO
WRINKLES OR FOLDS
UNDER CLAMPING RING)
STAINLESS STEEL
CLAMPING RING
(CUT OFF EXCESS
STRAP)
CONT SEALANT
VENT PIPE (SIZE VARIES)
VANDAL PROOF VENT CAP
FILL VOIDS /
PERIMETER SPRAY
FOAM INSULATION
M
IN
1/2" ROOF COVER BOARD
6" RIGID INSULATION
(R-30 MIN.) FULLY
ADHERED TO DECK
DRAWBAND
SEALANT
24 GA SST.SHEET METAL RAIN
COLLAR OVERLAPPING FLASHING
COLLAR BY 3'' TO 4''
SINGLE PLY ROOF MEMBRANE
SINGLE PLY MEMBRANE FLASHING
24 GA SST. SHEET METAL
FLASHING WITH 8'' HEIGHT
1/4'' MINIMUM CLEARANCE
BETWEEN FLASHING COLLAR
AND SUPPORT
4'' MINIMUM FLANGE SET IN COMPATIBLE
ROOF CEMENT OVER FIELD PLIES PRIME
FLANGE BEFORE STRIPPING
SEALANT
FRAMING SUPPORT, SEE STRUCTURAL
ROOF SYSTEM 2
LIGHTWEIGHT CONCRETE DECK
6" MIN INSULATION (R-30) FULLY ADHERED TO
DECK
6" MIN. ISOCYANURATE
INSULATION (R-30) FULLY
ADHERED
ROOF SYSTEM 2
ROOF CURB
2" x 2" WOOD BLOCK(S)
FASTENED 6" O.C.
WHERE NECESSARY
18 GA. STEEL AIRDUCT EXTENSION
FASTENED 6" O.C. ON TOP AND
INSIDE OF EXISTING CURB
GASKETED SST. FASTENERS @
6" O.C. INSTALLED ON EACH
SIDE OF UNIT STAGGERED
MECHANICAL UNIT SLEEVE PER
MANUFACTURER
M
IN
LIGHTWEIGHT CONCRETE
DECK
M
IN
P.T. WOOD NAILERS
1/2" GYPSUM ROOF BOARD
HEAT WELDED LAP
BASE SHEET
EQUIPMENT CURB PER MANUFACTURER (AS NEEDED)
SPRAY POLYURETHANE FOAM
ROOF CURB
24 GA. SST. COUNTERFLASHING ~ FOLD
CORNERS SHUT AND SECURE W/ POP RIVETS
SST. GASKETED FASTENERS @ 8" O.C.
6" MIN. ISOCYANURATE
INSULATION (R-30) FULLY
ADHERED
ROOF SYSTEM 2
LIGHTWEIGHT CONCRETE
DECK
1/2" GYPSUM ROOF BOARD
HEAT WELDED LAP
BASE SHEET
PT WOOD NAILERS
ROOF DRAIN - SEE ROOF PLAN
AND PLUMBING DWGS. FOR
ORIENTATION AND LOCATION
OVERFLOW DRAIN
PIPING - SEE
PLUMBING DWGS.
PIPE HANGERS
TAPERED RIGID INSULATION 4" THK.
MIN. W/1/2" PER 1'-0" (4%) MIN. SLOPE
SINGLE PLY MEMBRANE ROOFING
SYSTEM - SEE ROOF PLAN
ROOF DECK - LIGHTWEIGHT
CONCRETE
SEAM FASTENING
PLATE AND ADHESIVE
BY ROOF MFG.
SEPARATE OVERFLOW PIPING
BEYOND
(SLOPE SEE PLUMBING DWGS.)
LAP
6"
3"
O F
F S
E T
M
IN
V E
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A
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ALIGN TO CORE OPENINGS
4'-0".
COMBINED FLASHING CLAMP AND
GRAVEL STOP PER MANUFACTURER
PRE-MOLDED PIPE BOOT
CUT TO HEIGHT, BUT NO
LOWER THAN LAST
REINFORCING RING (NO
WRINKLES OR FOLDS
UNDER CLAMPING RING)
STAINLESS STEEL
CLAMPING RING
(CUT OFF EXCESS
STRAP)
CONT SEALANT
VENT PIPE (SIZE VARIES)
VANDAL PROOF VENT CAP
FILL VOIDS /
PERIMETER SPRAY
FOAM INSULATION
M
IN
1/2" ROOF COVER BOARD
6" RIGID INSULATION
(R-30 MIN.) FULLY
ADHERED TO DECK
BASE SHEET
ADHERED TO DECK
LIGHTWEIGHT
CONCRETE DECK
US Army Corps of Engineers ®
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0.5' 1' 2'
1"=1'-0"SCALE:
A-506
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SCALE: 1 1/2" = 1'-0"
F1
PIPE PENETRATION - ROOF SYSTEM 3
SCALE: NTS
K1
PIPE SUPPORT FLASHING DETAIL
SCALE: NTS
J6
ROOF CURB FLASHING
SCALE: NTS
J13
TYP. ROOF DRAIN AND OVERFLOW
SCALE: NTS
B6
EQUIPMENT PENETRATION ROOF FLASHING
SCALE: 1 1/2" = 1'-0"
B1
PIPE PENETRATION - ROOF SYSTEM 1
A
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W
2Q R
BA
9_
C er tF _P la ns
-0
PREMANUFACTURED
ROOF HATCH WITH
INTEGRAL CURB
EXTEND ROOFING
UNDERNEATH HATCH CURB
FLASHING, FINISH WITH
BACKER ROD AND SEALANT,
TYPICAL ALL SIDES
ROOF SYSTEM, SEE A-107
4'-0" x 4'-0" ROOF
ACCESS HATCH
WITH PADLOCK
SEE STRUCTURAL AND HATCH
MANUFACTURER FOR
BLOCKING AND FRAMING
ATTACHMENT REQUIREMENTS
PROVIDE FLASHING AS
REQUIRED BY ROOFING
MANUFACTURER
4' - 0"
ACCESS LADDER
A-507
B16
40" MIN.
R
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U A
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P A
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IN
G
V .I .F
SAFETY CAP
3/16" STEEL
WALL BRACKET
4'-0" O.C.
TYP.
SERRATED
RUNGS, 1 1/4"
A .F
.F
COORDINATE
WITH ROOF
HATCH
MOUNTING
HEIGHT
V .I .F
A .F
.F
BUILT-UP FIRE-TREATED 2x4 WOOD
CURB
EXTEND ROOF FLASHING MEMBRANE
TO UNDERSIDE OF HATCH FLASHING;
ALL SIDES; MECHANICAL FASTEN WITH
TERM BAR
1/2" PLYWOOD COVER STRIP;
PROVIDE PAINT FINISH
INSULATED ROOF HATCH;
INSTALLED LEVEL
INSTALL CONT PERIMETER 5" x
2-1/2" SHEET METAL
CLOSURE/EDGE TRIM
M
IN
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INTEGRAL FALL PROTECTION
GUARDRAIL AND GATE SYSTEM
LADDER EXTENSION POST
ROOF ACCESS LADDER
SEALANT CLOSURE
LADDER STAND-OFF BRACKET
CONT STRIP OF BUTYL SEALANT
SEALANT CLOSURE
SINGLE-PLY ROOF
MEMBRANE - ROOF
SYSTEM 1
BASE SHEET - ROOF
SYSTEM 1
LIGHTWEIGHT CONCRETE
DECK, SEE STRUCTURAL
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1 1/2"=1'-0"SCALE:
0.25' 0.5' 1' 1.5'
3"=1'-0"SCALE:
0.125' 0.25' 0.5' 0.75'
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SCALE: 1" = 1'-0"
B11
ROOF ACCESS LADDER - ELEVATION
SCALE: 1" = 1'-0"
K16
ROOF HATCH DETAIL
SCALE: 3" = 1'-0"
B16
ROOF HATCH FLASHING DETAIL
FALL PROTECTION
LADDER EXTENTION POST
AT CENTER OF RUNGS.
A
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9_
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T.O. HIGH ROOF EAVE
30' - 0"
1/2" 1'-0"
1' - 8"
STEEL BAR JOIST
(REFER TO STRUCTURAL
DWGS., TYP.)
ROOF SYSTEM 1
5/8" THERMAL BARRIER
METAL DECK
ROOF MEMBRANE FLASHING
MEMBRANE CRADLE AND BATT
INSULATION
PREFINISHED ALUMINUM JOINT
COVER WITH 4" LAP JOINTS
EMBEDDED IN SEALANT
ROOF MEMBRANE FLASHING
ROOF SYSTEM 1
SEALANT
PREFINISHED ALUMINUM
COUNTERFLASHING
ALUM. PRESSURE BAR
FASTENED 8" O.C.
BASE FIRE STATION
YOUNGSTOWN
AIR RESERVE BASE
3"
" 2
/2
3" 2' - 6" 3"
3' - 0"
ELEVATION
PLAN
FREESTANDING SIGN
YOUNGSTOWN
AIR RESERVE BASE
BASE FIRE STATION
2"
1' - 6"
ENTRANCE SIGN AT DOOR 101
SCALE: 1 1/2" = 1'-0"
G12
ROOF SECTION DETAIL - ROOF CONNECTION AT
APPARATUS BAYS
0 0
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1 1/2"=1'-0"SCALE:
0.25' 0.5' 1' 1.5'0.5' 1' 2'
1"=1'-0"SCALE:
A-510
M
IS
C
A R
C H
IT
E
C T
U R
A L
D E
T A
IL
S
Z Q
E L
B A
S E
F
IR
E S
T A
T
IO
N Y
O U
N G
S T
O W
N A
IR
R
E S
E R
V E
S T
A T
IO
N
O
H 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 A
C E
L O
U
IS
V
IL
L E
K
Y
Q
B
IA
G I
A
P E
R E
Z
M
B E
R N
IN
G
E R
A
T U
R B
E T
T
N
O V
E M
B E
R
F Y
C E
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IF
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D F
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SCALE: 1" = 1'-0"
A3
FACILITY SIGNAGE
W
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-0
A R
E A
A
A R
E A
B
A R
E A
A
A R
E A
B
107108
117 120
122C
122B
122A 141 143 145 147
132 134
140 142 144 146
106105104103
101A
116A
120A
120B
STC-1
STC-1
STC-1
CPT-1
STC-1
CPT-1 CPT-1
STC-1
CPT-1
STC-1 SEC
STC-1 T-1
STC-1 T-1
STC-1 T-1
STC-1
MAT
114107A
T-1
STC-1
STC-1
T-1
CPT-1
STC-1
CPT-1STC-1
STC-1
CPT-1
CPT-1
CPT-1
T-1
CPT-1 STC-1
STC-1 CPT-1
STC-1
STC-1
CPT-1
SEC
CPT-1 STC-1
CPT-1 STC-1
CPT-1 STC-1
STC-1 T-1
STC-1 T-1
CPT-1 T-1
CPT-1 SEC
CPT-1
STC-1
CPT-1
CPT-1
STC-1
CPT-1
CPT-1
STC-1
CPT-1
CPT-1
CPT-1 STC-1
CPT-1 STC-1
CPT-1 STC-1
CPT-1 STC-1
CPT-1 STC-1
CPT-1 STC-1
CPT-1STC-1
CPT-1STC-1
CPT-1STC-1
CPT-1STC-1
CPT-1STC-1
CPT-1
T-1
CPT-1
T-1
CPT-1
T-1
STC-1
STC-1
STC-1
STC-1
STC-1
STC-1
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
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D R
A W
N B
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D E
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B M
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C H
E C
K E
D B
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A N
S I D
IS
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U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
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IO
N N
O
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3 5 7 9 11 13 15 17 19
L
J
G
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A
D A
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M A
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D E
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2 4 6 8 10 12 14 16 18 20
P
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F
D
B
4' 8' 16'
1/8"=1'-0"SCALE:
PLAN NORTH
AREA A AREA B
KEY PLAN
I-103
F
IN
IS
H
F L
O O
R P
L A
N A
R E
A B
Z Q
E L
B A
S E
F
IR
E S
T A
T
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N Y
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N G
S T
O W
N A
IR
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E S
E R
V E
S T
A T
IO
N
O
H L
O U
IS
V
IL
L
E D
IS
T
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IC
T
D R
M
A R
T
IN
L U
T H
E R
K
IN
G J R
P
L A
C E
L O
U
IS
V
IL
L E
K
Y
T
H O
U R
IG
A
N
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M O
U R
A D
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B E
R N
IN
G
E R
M
A R
M
IS
T E
A D
N
O V
E M
B E
R
F Y
C E
R T
IF
IE
D F
IN
A
L
P
SCALE: 1/8" = 1'-0"
FINISH FLOOR PLAN - AREA B
ROOM SCHEDULE
NUMBER NAME
101 VESTIBULE
101A LOBBY
102 CORRIDOR
103 RESERVE OFFICE
104 RESERVE OFFICE
105 RESERVE OFFICE
106 HAZMAT SAFETY OFFICE
107 DEPARTMENT TRAINING
107A STORAGE
108 ADMIN STOR
109 JAN
110 RR
111 RR
112 RR
113 FITNESS
114 TR
115 RR
116 LAUNDRY
116A STORAGE
117 RR
118 DAYROOM
119 DAYROOM DINING
120 DAYROOM KITCHENETTE
120A PANRY
120B PANTRY
121 MECH / ELEC
122 BDOC/DISPATCH
122A BDOC/DISP VEST
122B BDOC/DISP RR
122C BDOC/DISP TR
123 DORM CORRIDOR
124 VESTIBULE
125 DORM
126 DORM
127 DORM
128 DORM
129 DORM
130 DORM
131 PUBLIC RR
132 JAN
133 OFFICER'S WATCH DESK OFFICE
134 DORM
135 DORM
136 DORM
137 DORM
138 DORM
139 DORM
140 DORM
141 DORM
142 DORM
143 DORM
144 DORM
145 DORM
146 DORM
147 DORM
148 ASST. CHIEF / SHIFT SUPERVISOR
149 DORM
150 RR
151 DORM
152 ASST. CHIEF OF FIRE PREVENTION
153 DEPUTY CHIEF'S OFFICE
154 DORM
155 RR
156 DORM
157 FIRE CHIEF'S OFFICE
158 APPARATUS CRASH
159 EQUIP WASH / DISINFECT
160 TR
161 PPE GEAR STORAGE
162 SCBA MAINT. ROOM
163 SCBA COMPRESSOR
164 EMT STOR
165 ELEC
166 APPARATUS BAY STORAGE
167 RESERVE DEPL GEAR STORAGE
168 APPARATUS STRUCTURE
169 HOSE
170 HOSE
171 HOSE
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GENERAL NOTES - FINISHES
1 CENTER ALL TRANSITION STRIPS UNDER DOORS
UNLESS NOTED OTHERWISE
2 REFER TO FINISH PLANS, MATERIAL LEGEND, AND
ROOM SCHEDULE FOR MORE INFORMATION
3 TRANSITIONS BETWEEN FLOORING MATERIALS OF
UNEQUAL HEIGHTS SHALL BE ACCOMPLISHED W/
THE USE OF ADJUSTABLE ALUMINUM TRANSITION
STRIPS
4 PAINT ALL MISC. ITEMS PNT-1
5 PAINT ALL SOFFITS AND BULKHEADS TO MATCH
WALLS THEY OCCUR IN
6 IN ALL RESTROOMS, CEILINGS ARE TO BE
MOISTURE RESISTANT GYPSUM WALL BOARD;
REFER TO ROOM FINISH SCHEDULE FOR WALL
FINISHES
7 MANUFACTURERS AND COLORS LISTED IN FINISH
LEGEND ARE FOR BASIS OF DESIGN ONLY;
ALTERNATES WILL BE ACCEPTED UPON APPROVAL
OF MATCHING DESIGN INTENT
04/22/2025
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A R
E A
A
A R
E A
B
A R
E A
A
A R
E A
B
PD-1
D-1
CH-1
CH-1
D-1
LF-1LF-1
D-2
CH-1
CH-1
D-2
CH-1
CH-1
CH-2 LF-1
CH-2
CH-2 CH-2
CH-1
D-1
D-1
CH-1
CH-2
CH-1
CH-1
CH-2
CH-2
CH-3 TYP OF 6
TYP
OF 10
T-2
T-2
CH-6 TYP OF 18
I-106
L15
D-1
D-1
BK-1BK-1
BK-1BK-1
BK-1BK-1
BK-1BK-1
I-106
F15
BK-1 BK-1
D-3
D-3
CH-1
CH-1
CH-1
CH-1
CH-7 TYP OF 7
107A
122C
122B
122A 141 143 145 147
140 142 144
148149
156 157
106105 104103
101A
116A
120A
120B
CH-5
EQUIP IN THIS
ROOM ARE
EXISTING/
RELOCATED
R/O
REF2
CM
W/D
TYP. OF 3
T-1
T-3
TR-2
RR-1
TV TV
RR-1
TR-2
TYP OF 6
TR-2
RR-1
TV
TR-2
RR-1
CP
REF1
TYP
OF 9
ICE
MB-1
MB-1 MB-1 MB-1 MB-1
MB-1
MB-1
MB-1
MB-1
MB-1
MB-1
D-5
CH-1
CH-1
BK-1
D-1
CH-2
CH-1
REF1
REF1
REF1
E
NS-1
TR-1 D-4
CH-4
BD-1
WRD-1
BD-1
NS-1 CH-4
TR-1
WRD-1
D-4
0 0
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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F E
N G
IN
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D R
A W
N B
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D E
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D A
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N O
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A
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N N
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3 5 7 9 11 13 15 17 19
L
J
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A
D A
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M A
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D E
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2 4 6 8 10 12 14 16 18 20
P
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F
D
B
4' 8' 16'
1/8"=1'-0"SCALE:
PLAN NORTH
2' 4' 8'
1/4"=1'-0"SCALE:
AREA A AREA B
KEY PLAN
I-106
F U
R N
IT
U
R E
F L O
O R
P L
A N
A R
E A
B
Z Q
E L
B A
S E
F
IR
E S
T A
T
IO
N Y
O U
N G
S T
O W
N A
IR
R
E S
E R
V E
S T
A T
IO
N
O
H L
O U
IS
V
IL
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E D
IS
T
R
IC
T
D R
M
A R
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IN
L U
T H
E R
K
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G J R
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L A
C E
L O
U
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V
IL
L E
K
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H O
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A
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M O
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A D
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B E
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G
E R
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A R
M
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T E
A D
N
O V
E M
B E
R
F Y
C E
R T
IF
IE
D F
IN
A
L
P
SCALE: 1/8" = 1'-0"
FURNITURE FLOOR PLAN - AREA B
SCALE: 1/4" = 1'-0"
L15
ENLARGED DORM PLAN TYP
SCALE: 1/4" = 1'-0"
F15
ENLARGED COMMAND SUITE TYP
ROOM SCHEDULE
NUMBER NAME
101 VESTIBULE
101A LOBBY
102 CORRIDOR
103 RESERVE OFFICE
104 RESERVE OFFICE
105 RESERVE OFFICE
106 HAZMAT SAFETY OFFICE
107 DEPARTMENT TRAINING
107A STORAGE
108 ADMIN STOR
109 JAN
110 RR
111 RR
112 RR
113 FITNESS
114 TR
115 RR
116 LAUNDRY
116A STORAGE
117 RR
118 DAYROOM
119 DAYROOM DINING
120 DAYROOM KITCHENETTE
120A PANRY
120B PANTRY
121 MECH / ELEC
122 BDOC/DISPATCH
122A BDOC/DISP VEST
122B BDOC/DISP RR
122C BDOC/DISP TR
123 DORM CORRIDOR
124 VESTIBULE
125 DORM
126 DORM
127 DORM
128 DORM
129 DORM
130 DORM
131 PUBLIC RR
132 JAN
133 OFFICER'S WATCH DESK OFFICE
134 DORM
135 DORM
136 DORM
137 DORM
138 DORM
139 DORM
140 DORM
141 DORM
142 DORM
143 DORM
144 DORM
145 DORM
146 DORM
147 DORM
148 ASST. CHIEF / SHIFT SUPERVISOR
149 DORM
150 RR
151 DORM
152 ASST. CHIEF OF FIRE PREVENTION
153 DEPUTY CHIEF'S OFFICE
154 DORM
155 RR
156 DORM
157 FIRE CHIEF'S OFFICE
158 APPARATUS CRASH
159 EQUIP WASH / DISINFECT
160 TR
161 PPE GEAR STORAGE
162 SCBA MAINT. ROOM
163 SCBA COMPRESSOR
164 EMT STOR
165 ELEC
166 APPARATUS BAY STORAGE
167 RESERVE DEPL GEAR STORAGE
168 APPARATUS STRUCTURE
169 HOSE
170 HOSE
171 HOSE
EQUIPMENT SCHEDULE
MARK DESCRIPTION COMMENTS
CM COFEE MACHINE GFGI
CP COPY MACHINE GFGI
ICE ICE MACHINE GFGI
R/O RANGE OVEN GFGI
REF1 REFRIGERATOR GFGI
REF2 UNDERCOUNTER
REFRIGERATOR
GFGI
TV 50" TELEVISION GFGI
W/D WASHER/DRYER
UNIT
GFGI
A
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SCHLUTER RENO-EU TRANSITION STRIP; FOR
FLOORING SYSTEMS AT DIFFERENT HEIGHTS
SCHLUTER RENO-T TRANSITION STRIP; FOR
FLOORING SYSTEMS OF THE SAME HEIGHT
CARPET TILE
SEC
MAT TILE
SCHLUTER RENO-EU TRANSITION STRIP; FOR
FLOORING SYSTEMS AT DIFFERENT HEIGHTS
TILE
CARPET TILE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
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C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
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E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
3"=1'-0"SCALE:
0.125' 0.25' 0.5' 0.75'
I-601
F
IN
IS
H
S C
H E
D U
L E
Z Q
E L
B A
S E
F
IR
E S
T A
T
IO
N Y
O U
N G
S T
O W
N A
IR
R
E S
E R
V E
S T
A T
IO
N
O
H 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 A
C E
L O
U
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V
IL
L E
K
Y
T
H O
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IG
A
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T
M O
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A D
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B E
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IN
G
E R
M
A R
M
IS
T E
A D
N
O V
E M
B E
R
F Y
C E
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IF
IE
D F
IN
A
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FINISH SCHEDULE
ROOM NO ROOM NAME
WALL FINISH
BASE
FLOOR CEILING
COMMENTSNORTH EAST WEST SOUTH MAT. MAT.
101 VESTIBULE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 STC-1 ACT-1 EXISTING WALK-OFF MAT TO BE RELOCATED TO NEW
FACILITY
101A LOBBY PNT-1 PNT-1 PNT-1 NONE RB-1 STC-1 ACT-1
102 CORRIDOR PNT-1 PNT-1 PNT-1 PNT-1 RB-1 STC-1 ACT-1
103 RESERVE OFFICE PNT-2 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 ACT-1
104 RESERVE OFFICE PNT-2 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 ACT-1
105 RESERVE OFFICE PNT-2 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 ACT-1
106 HAZMAT SAFETY OFFICE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 ACT-1
107 DEPARTMENT TRAINING PNT-2 PNT-2 PNT-2 PNT-2 RB-1 CPT-1 ACT-1
107A STORAGE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 STC-1 GYP-1
108 ADMIN STOR PNT-1 PNT-1 PNT-1 PNT-1 RB-1 STC-1 GYP-1
109 JAN PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC ACT-1
110 RR T-1/T-2 T-1/T-2 T-1/T-2 T-1/T-2 TB-1 T-1 GYP-1 T-2 TILE IN SHOWERS; ALL OTHER WALLS RECEIVE T-1
111 RR T-1/T-2 T-1/T-2 T-1/T-2 T-1/T-2 TB-1 T-1 GYP-1 T-2 TILE IN SHOWERS; ALL OTHER WALLS RECEIVE T-1
112 RR T-1/T-2 T-1/T-2 T-1/T-2 T-1/T-2 TB-1 T-1 GYP-1 T-2 TILE IN SHOWERS; ALL OTHER WALLS RECEIVE T-1
113 FITNESS PNT-2 PNT-2 PNT-2 PNT-1 RB-1 MAT ACT-1
114 TR PNT-1 PNT-1 PNT-1 PNT-1 RB-1 T-1 ACT-1
115 RR T-1/T-2 T-1/T-2 T-1/T-2 T-1/T-2 TB-1 T-1 GYP-1 T-2 TILE IN SHOWERS; ALL OTHER WALLS RECEIVE T-1
116 LAUNDRY PNT-1 PNT-1 PNT-1 PNT-1 RB-1 STC-1 ACT-1
116A STORAGE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 STC-1 ACT-1
117 RR T-1/T-2 T-1/T-2 T-1/T-2 T-1/T-2 RB-1 T-1 GYP-1 T-2 TILE IN SHOWERS; ALL OTHER WALLS RECEIVE T-1
118 DAYROOM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 STC-1 GYP-1
119 DAYROOM DINING PNT-3 PNT-1 PNT-1 PNT-1 RB-1 STC-1 GYP-1
120 DAYROOM KITCHENETTE PNT-1/T-2 PNT-2 PNT-1/T-2 PNT-1 RB-1 STC-1 GYP-1
120A PANRY PNT-1 PNT-1 PNT-1 PNT-1 RB-1 STC-1 ACT-1
120B PANTRY PNT-1 PNT-1 PNT-1 PNT-1 RB-1 STC-1 ACT-1
121 MECH / ELEC PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC NONE
122 BDOC/DISPATCH PNT-1 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 ACT-1
122A BDOC/DISP VEST PNT-1 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 ACT-1
122B BDOC/DISP RR T-1 T-1 T-1 T-1 TB-1 T-1 GYP-1
122C BDOC/DISP TR PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC ACT-1
123 DORM CORRIDOR PNT-1 PNT-1 PNT-1 PNT-1 RB-1 STC-1 GYP-1
124 VESTIBULE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 STC-1 GYP-1
125 DORM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
126 DORM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
127 DORM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
128 DORM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
129 DORM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
130 DORM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
131 PUBLIC RR T-1 T-1 T-1 T-1 TB-1 T-1 GYP-1
132 JAN PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC GYP-1
133 OFFICER'S WATCH DESK OFFICE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
134 DORM PNT-1 PNT-2 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
135 DORM PNT-1 PNT-2 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
136 DORM PNT-1 PNT-2 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
137 DORM PNT-1 PNT-2 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
138 DORM PNT-1 PNT-2 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
139 DORM PNT-1 PNT-2 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
140 DORM PNT-2 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
141 DORM PNT-1 PNT-1 PNT-1 PNT-2 RB-1 CPT-1 GYP-1
142 DORM PNT-2 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
143 DORM PNT-1 PNT-1 PNT-1 PNT-2 RB-1 CPT-1 GYP-1
144 DORM PNT-2 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
145 DORM PNT-1 PNT-1 PNT-1 PNT-2 RB-1 CPT-1 GYP-1
146 DORM PNT-2 PNT-1 PNT-1 PNT-1 RB-1 CPT-1 GYP-1
147 DORM PNT-1 PNT-1 PNT-1 PNT-2 RB-1 CPT-1 GYP-1
148 ASST. CHIEF / SHIFT SUPERVISOR PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
149 DORM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
150 RR T-1/T-2 T-1/T-2 T-1/T-2 T-1/T-2 TB-1 T-1 GYP-1 T-2 TILE IN SHOWERS; ALL OTHER WALLS RECEIVE T-1
151 DORM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
152 ASST. CHIEF OF FIRE
PREVENTION
PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
153 DEPUTY CHIEF'S OFFICE PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
154 DORM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
155 RR T-1/T-2 T-1/T-2 T-1/T-2 T-1/T-2 TB-1 T-1 GYP-1 T-2 TILE IN SHOWERS; ALL OTHER WALLS RECEIVE T-1
156 DORM PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
157 FIRE CHIEF'S OFFICE PNT-1 PNT-1 PNT-2 PNT-1 RB-1 CPT-1 GYP-1
158 APPARATUS CRASH PNT-2 PNT-2 PNT-2 PNT-2 RB-1 SEC NONE
159 EQUIP WASH / DISINFECT PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC NONE
160 TR PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC NONE
161 PPE GEAR STORAGE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC NONE
162 SCBA MAINT. ROOM PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC NONE
163 SCBA COMPRESSOR PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC NONE
164 EMT STOR PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC NONE
165 ELEC PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC NONE
166 APPARATUS BAY STORAGE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC NONE
167 RESERVE DEPL GEAR STORAGE PNT-1 PNT-1 PNT-1 PNT-1 RB-1 SEC NONE
168 APPARATUS STRUCTURE PNT-2 PNT-2 PNT-2 PNT-2 RB-1 SEC NONE
169 HOSE PNT-2 PNT-2 PNT-2 PNT-2 RB-1 SEC NONE
170 HOSE PNT-2 PNT-2 PNT-2 PNT-2 RB-1 SEC NONE
171 HOSE PNT-2 PNT-2 PNT-2 PNT-2 RB-1 SEC NONE
INTERIOR FINISH LEGEND
MATERIAL CODE MANUFACTURER SPECIFICATIONS COMMENTS
ACOUSTICAL
CEILING TILE
ACT-1 ARMSTRONG 24" X 24" X 15/16", 1772 DUNE TYPICAL ACT
CARPET TILE CPT-1 MOHAWK GROUP SIDE STRIPE GT419 - 963 HERITAGE BRICK ASHLAR INSTALLATION METHOD
TILE GROUT GR-1 MAPEI 5107 IRON ALL TILE IN ALL AREAS
GYPSUM BOARD GYP-1 REFER TO TECHNICAL SPECIFICATION TYPICAL GYPSUM CEILING
RUBBER TILE MAT AMERICAN FLOOR MATS INTERLOCKING BLACK 1/2" THICK FITNESS FLOORING
PLASTIC LAMINATE PL-1 WILSONART Y0643 BRUSHED WALNUT
PAINT PNT-1 SHERWIN WILLIAMS SW7015 REPOSE GRAY
PAINT PNT-2 SHERWIN WILLIAMS SW7650 ELLIE GRAY ALL METAL DOORS AND FRAMES
PAINT PNT-3 SHERWIN WILLIAMS SW7600 BOLERO
RUBBER BASE RB-1 ARMSTRONG PEBBLE
INTERIOR SIGNAGE S-1 APPENX SLATE GRAY
SEALED CONCRETE SEC REFER TO TECHNICAL SPECIFICATION
SOLID SURFACE SS-1 LIVINGSTONE L325 POLARIS
DOOR STAIN ST-1 ARCHITECTURAL MASONITE COCOA BEAN ALL WOOD DOORS
STAINED CONCRETE STC-1 SIKA COLOR 430 ELE126 BLACK
PORCELAIN TILE T-1 DALTILE 12"X24" LINDEN POINT GRIGIO LP21
PORCELAIN TILE T-2 DALTILE COLOR WAVE, WILLOW WATER BL CW21 GLASS
PORCELAIN TILE
BASE
TB-1 DALTILE 3"X12" LINDEN POINT GRIGIO LP21 BULLNOSE
SCALE: 3" = 1'-0"
TYP. TRANSITION STRIPS
A
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04/22/2025
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VAULTBOX
BOX
VAULT
8" PVC
8" PVC
12" C O
N C
15" CONC
6" CPP
12"
PVC
C M
P
18" C O
NC
12" CONC
8" PVC
CB
CB
CB
CB
CB
CB
W
W
S
E
EC
E
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T
T
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Ex.
M
H -1
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9.
IN
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: 1
5.
in
M H
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: 1
6.
IN
V IN
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6.
IN
V IN
: 1
7.
IN
V O
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6.
21S
D
D
D CB
C B
S
SS
W
CO
CO
W
W W
CO
J J J J
U E
U E
U E
U E
U E
(E)UE (E)UE
(E)UE(E)UE
(E )U
E (E
)U E
(E )U
E
(E )C
(E )C
(E )C
(E)C (E)C(E)C (E)C(E)C
(E )C
(E )C
(E)C (E)C
UEUE
UE
UE
E
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C
C
UEUE
E
E
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EE
E
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MH
T-MV
UTILITY ELEC
METER
GEN-A
P2
P-SHB:20
UTILITY CT
CABINET
MH
HH
HH
HHMH(E) (E)
(E)
(E)
(E)
BLDG 415
P1
P-SHB:18
P1
P-SHB:18
DS-1
P -S
L C
:1
P -S
L C
:1
P -S
L C
:1
P -S
L C
:2
HH 40
HH 18
HH 17
AMRS METER
AMRS CT
CABINET
BIATS-SH
CFCI UFCI
PRIMARY CONDUIT & TRENCHING
PRIMARY CONDUCTORS
CT CABINET
SECONDARY CONDUIT & TRENCHING
SECONDARY CONDUCTORS
TRANSFORMER
TRANSFORMER PAD
TRANSFORMER CONNECTIONS
ELECTRICAL SERVICE
RESPONSIBILITY
X
UFUI
X
X
X
X
X
X
X
TRANSFORMER GROUNDING X
CT's
METER BASE
METER
METER GROUNDING X
NOTES:
1. WORK ASSOCIATED WITH PROVIDING THE ELECTRICAL SERVICE
SHALL BE COORDINATED WITH THE LOCAL ELECTRIC UTILITY
COMPANY (OHIO EDISON) WHICH INCLUDES, BUT IS NOT LIMITED TO -
TIMING OF INSTALLATION, LOCATION OF DUCTBANKS AND
MANHOLES, AND TERMINATIONS IN MANHOLES AND TRANSFORMER.
2. CONTRACTOR IS RESPONSIBLE FOR PAYMENTS TO OHIO EDISON
FOR WORK IN OHIO EDISON'S SCOPE.
3. COORDINATE INTERCONNECTIONS AND OUTAGES WITH OHIO
EDISON AND BASE CIVIL ENGINEERING OFFICE (CE).
4. ADHERE TO OHIO EDISON UTILITY SEPARATION REQUIREMENTS
LISTED BELOW:
A. 4'-0" FROM LOW-PRESSURE GAS.
B. 10'-0" FROM HIGH-PRESSURE GAS.
C. 1'-0" FROM COMM, SEWER, AND WATER.
D. WHERE ANY OF THESE CLEARANCE REQUIREMENT CANNOT
BE MET, COORDINATE WITH OHIO EDISON AND THE
CONFLICTING UTILITY REPRESENTATIVE. OHIO EDISON
PERMITS CLEARANCE REDUCTIONS TO 1'-0" WHERE ALL
PARTIES ARE IN AGREEMENT.
X
X
X
CFUI
METER WIRING X
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
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C H
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D B
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IS
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D A
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C O
N T
R A
C T
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IT
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IO
N N
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N
3 5 7 9 11 13 15 17 19
L
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A
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M A
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D E
S C
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IP
T
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N
2 4 6 8 10 12 14 16 18 20
P
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K
H
F
D
B
10' 20' 40'
1"=20'SCALE:
PLAN NORTH
ES101
E L E
C T
R
IC
A L S
IT
E
P L A
N
Z Q
E L
B
A S
E F
IR
E
S T
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A
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T A
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A R
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IN
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K
IN
G J R
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IL
L E
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IN
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N
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B E
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F Y
C E
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IF
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IN
A
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SCALE: 1" = 20'-0"
ELECTRICAL SITE PLAN
GENERAL NOTES:
1. SEE SHEET E-001 FOR GENERAL ELECTRICAL NOTES, ABBREVIATIONS, AND SYMBOL
LEGEND.
2. SPECIAL CARE SHALL BE TAKEN TO AVOID DAMAGING EXISTING UTILITIES (WATER,
SEWER, POWER, GAS, COMMUNICATIONS, ETC.) DURING DEMOLITION AND
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND
LOCATING ALL EXISTING SITE UTILITIES (OVERHEAD & UNDERGROUND) IN THE AREA
OF EXCAVATION AND/OR DRILLING. CONTRACTOR MUST CONTACT MISS DIG SYSTEM,
INC. BY PHONE AT 811 OR VIA THE WEB A MINIMUM OF 3 BUSINESS DAY PRIOR TO
EXCAVATING AND/OR DRILLING, EXCLUDING WEEKENDS AND HOLIDAYS. NO
ADDITIONAL COMPENSATION SHALL BE GIVEN FOR REPAIRS REQUIRED FOR ANY
INCURRED DAMAGES, WHICH MIGHT BE CAUSED BY THE CONTRACTOR'S FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. SUCH
DAMAGES (IF HAPPENED) SHALL BE REPAIRED IMMEDIATELY TO RESUME SERVICES
WITH MINIMAL OUTAGES AND AT NO ADDITIONAL COST TO THE GOVERNMENT.
3. PROVIDE EXCAVATION AS REQUIRED FOR INSALLATION OF EXTERIOR
UNDERGROUND CONDUITS. REPLACE FILL MATERIAL, COMPACT, AND RESTORE
DISTURBED PAVEMENT IN ACCORDANCE WITH CIVIL PLANS AND SPECIFICATIONS.
4. WHERE TYING IN NEW SERVICE TRANSFORMER TO EXISTING MEDIUM-VOLTAGE
INFRASTRUCTURE REQUIRES AN OUTAGE TO ANY NEIGHBORING FACILITIES,
COORDINATE WITH OHIO EDISON AND THE COR. WHERE POSSIBLE, ANY OUTAGES
WILL BE LIMITED TO WEEKENDS. 45 DAYS NOTICE SHALL BE PROVIDED PRIOR TO
PLANNED OUTAGES.
5. TELECOMMUNICATIONS LINES ARE SHOWN FOR REFERENCE ONLY. SEE TS101 FOR
ADDITIONAL INFORMATION.
6. WHERE BENDS ARE SHOWN IN PRIMARY DUCTBANKS, PROVIDE 25'-0" RADIUS
SWEEPING BENDS.
7. UTILIZE CONCRETE ENCASED DUCTBANKS WHERE PASSING UNDER ROADWAYS,
PAVED SURFACES, OR OTHERWISE NOTED.
KEYNOTES:
1. PROPOSED MANHOLE LOCATION INSTALLED BY OHIO EDISON. COORDINATE WITH
OHIO EDISON DURING INSTALLATION OF ELECTRICAL SERVICE.
2. TRANSFORMER TO BE PURCHASED AND INSTALLED BY OHIO EDISON. UTILITY SHALL
MAKE FINAL TERMINATIONS INTO TRANSFORMER. CONTRACTOR TO RUN SERVICE
LATERAL TO WITHIN 18 INCHES OF TRANSFORMER TO ALLOW UTILITY TO COMPLETE
TERMINATION. ADDITIONAL 10 FEET OF CABLE SHALL BE PROVIDED.
3. RE-INSTALL EXISTING POLE-MOUNTED AIRFIELD LIGHT REMOVED DURING
DEMO…
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