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PLUMBING FIXTURESM
AR
KCATALOG NUMBERS INDICATED ARE THOSE OF THE FIRST NAMED MANUFACTURER IN EACH CATEGORY LISTED BELOW - ADDITIONAL MANUFACTURERS ARE LISTED IN PARENTHESIS
A. AMERICAN STANDARD (KOHLER, ZURN) E. McGUIRE (EBC, ZURN) J. TOTO (BOBRICK, KOHLER)
B. SLOAN (ZURN, DELANEY) F. TRUEBRO (SLOAN, ZURN) K. TOTO (NO EQUALS)
C. BEMIS (OLSONITE, CHURCH) G. MUSTEE (STERN WILLIAMS, ZURN) L. ELKAY (T&S BRASS, ZURN)
D. CHICAGO FAUCET, (MOEN, ZURN, T&S BRASS) H. ELKAY (HALSEY TAYLOR , OASIS)
LEGEND
MO
UN
TIN
G H
EIG
HT
SUPPLY WASTE & VENT FIXTURE SUPPLY TRIM SUPPLY/STOP WASTE TRIM TRAP/FIX. DR. MISC.
SEE
FIX
TUR
E S
CH
ED. N
OTE
S
ADABPW
CTDBL
ESFSFV
SGLSLSOSS
TMVUCM
WH
HANDICAP ACCESSIBLE BOTTOM OUTLET COUNTERTOP DOUBLE ELECTRONIC SENSOR (120V) FLOOR SET FLUSH VALVE SINGLE SINGLE LEVER SENSOR OPERATED STAINLESS STEEL THERM. MIXING VALVE UNDERCOUNTER MOUNTED WALL HUNG
C.W
.
H.W
.
TEM
PER
ED
FIX
OU
TLE
T
TR
AP
FIX
. DR
AIN
WA
STE-
MIN
.
VEN
T-M
IN.
IND
IREC
T
AIR
GAP
AIR
BR
EAK
MFR
.
CA
T. N
os.
MFR
.
CA
T. N
os.
MFR
.
CA
T. N
os.
MFR
.
CA
T. N
os.
MFR
.
CA
T. N
os.
MFR
.
CA
T. N
os.
DESCRIPTION
A1 WATER CLOSET/ WH/ SO CONCEALED FV/ 1.28GPF 15" TO RIM 1" 4" INT 4" 4" 2" A 2634.001 B 152 ES-S TMOSWB B UNIT A UNIT A INT C 1655SSCT 1,2
A2 WATER CLOSET/ WH/ SO CONCEALED FV/ 1.28GPF/ADA 17" TO RIM 1" 4" INT 4" 4" 2" A 2634.001 B 152 ES-S TMO
SWB B UNIT A UNIT A INT C 1655SSCT 1,2,3
B1 LAVATORY/ UNDERMOUNT/ SO FAUCET/ .5 GPM/ ADA SEE ARCH DWGS 0.5" 1.25" 1.5" 1.5" 1.5" 1.5" A 0614.300 D 116.102.AB.1 E 2165CCLK E 155AECO E 8912CBECO 3,4,5,10
B2 LAVATORY/ UNDERMOUNT/ SO FAUCET/ .5 GPM/CHILD SEE ARCH DWGS 0.5" 1.25" 1.5" 1.5" 1.5" 1.5" A 0630.000 D 116.102.AB.1 E 2165CCLK E 155AECO E 8912CBECO 4,5,10
B3 LAVATORY/ WH/ SO FAUCET/ .5 GPM/ ADA 34" TO RIM 0.5" 1.25" 1.5" 1.5" 1.5" 1.5" A 9141.029 D 116.102.AB.1 E 2165CCLK E 155AECO E 8912CBECO F 101 E-Z 3,4,5,10
C1 URINAL/ WH/ SO CONCEALED FV/ .5 GPF 21" TO LIP 0.75" 2" INT 2" 2" 1.5" K UT104EV B 195-0.5 SWBES-S B UNIT K UNIT K INT 1,2
C2 URINAL/ WH/ SO CONCEALED FV/ .5 GPF/ ADA 17" TO LIP 0.75" 2" INT 2" 2" 1.5" K UT104EV B 195-0.5 SWBES-S B UNIT K UNIT K INT 1,2,3
D1 MOP BASIN/ FS/ 24"x24"x10"/ 5.5 GPM 36" TO FAUCET 0.5" 0.5" 3" 3" 3" 3" 1.5" G 63M D 897-RCF D UNIT G UNIT ROUGH G T-35, V-70, T-40 6
F1 SINK/ SS/ CT/ SGL COMP. 0.5" 0.5" 1.5" 1.5" 1.5" 1.5" 1.5" L LR2522 D 1100-L9ABCP E 2165LK E 155AECO E 8912CBECO
G1 WATER COOLER/ WH/ BI-LEVEL/1.2 GPM/ ADA 43" HIGH 36" LOW 0.5" 1.5" 1.5" 1.5" 1.5" 1.5" H EZSTL8WSLK H UNIT E 2167CC H UNIT E C8912CECO 7,8
M1 AUTOMATIC SOAP DISPENSER SYSTEM SEE NOTES JTES1ADC-05TES2ADC-05TES3ADC-12
9
FIXTURE SCHEDULE NOTES:
1. VERIFY MOUNTING HEIGHT OF FIXTURE WITH ARCHITECTURAL PLANS PRIOR TO ROUGH-IN.
2. SENSOR OPERATED AUTOMATIC FLUSHING SYSTEM FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER SUPPLY TO THE TRANSFORMER AND WIRE (24V) FROM TRANSFORMER TO ALL SENSOR UNITS. COORDINATE ALL WORK WITH ELECTRICALCONTRACTOR. ONE TRANSFORMER SLOAN #EL-154 (OR APPROVED EQUAL) SERVES UP TO 10 WATER CLOSET/URINALS.
3. FIXTURE AND INSTALLATION SHALL CONFORM TO ADA REQUIREMENTS FOR THE HANDICAPPED.
4. SENSOR OPERATED AUTOMATIC FAUCET FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE POWER SUPPLY TO THE TRANSFORMER AND WIRE (12 V) FROM TRANSFORMER TO ALL SENSOR UNITS. COORDINATE ALL WORK WITH THE ELECTRICALCONTRACTOR. ONE TRANSFORMER CHICAGO #242.659.001 (OR APPROVED EQUAL) SERVES UP TO 8 FAUCETS.
5. PROVIDE CHROME PLATED BRASS NIPPLE(S) TO WALL.
6. PROVIDE IN-LINE CHECK VALVE IN EACH FAUCET SUPPLY.
7. COLOR SELECTION BY ARCHITECT.
8. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.
9. REFER TO THE DRAWINGS FOR DISPENSER TANK QUANTITIES AND EXACT NUMBER OF LAVATORIES SERVED BY EACH. PROVIDE 5.8 GALLON BULK TANK FOR MULTIPLE DISPENSERS AS SHOWN ON THE DRAWINGS. PROVIDE TWO TOTO# TSFB1 (OR APPROVED EQUAL) PACKAGES OF SOAP AFTER INITIAL FILLINGOF ALL DISPENSER TANKS AND BULK TANKS. PROVIDE MOUNTING BRACKETS/SHELF OFF WALLS, AS REQUIRED. FOR INSTALLATION AS INDICATED.
10. FIXTURE SERVED BY CENTRAL SOAP DISPENSING SYSTEM "M1".
DRAIN AND CLEANOUT SCHEDULE
MA
RK
MANUF. TYPE BODY OUTLET STRAINER/GRATE TOP FINISH ADD. FEATURE
SEE
DR
AIN
SC
HED
. NO
TES
APPROVED SUPPLIERS - J.R. SMITH, JOSAM,
WATTS, ZURN
FLO
OR
YAR
D
WAL
L
DEC
K
CA
ST IR
ON
BR
ASS
AC
ID R
ESIS
. CO
ATED
STA
INLE
SS S
TEEL
SIZ
E
BO
TTO
M
SID
E
SIZ
E
AD
JUST
ABLE
FLA
T
DO
ME
REC
ESSE
D
FU
NN
EL
HIN
GED
NIC
KEL-
BRO
NZE
CA
ST IR
ON
ALU
MIN
UM
STA
INLE
SS S
TEEL
AN
CH
OR
FLA
NG
E
FLS
HG
. CLA
MP
DBL
. DR
AIN
AG
E
SED
. BU
CKE
T
AU
X. S
TRAI
NER
BEA
RIN
G P
AN
U'D
ECK
CLA
MP
TR
AP P
RIM
ER
JR. SMITH CATALOG NOS .
FD1 2005-A * * 3" * 7" RD. * * * * * * * * * *
FCO 4031 (ADJUSTABLE) * * 4" * 7" DIA. * * 1
OD1 ZURN, #Z163 * * * 15" DIA. * *
RD1 ZURN, #Z163 * * * 15" DIA. * *
WCO 4422 SS COVER * 4" * *
1. PROVIDE DOWNSPOUT COVER, ZURN #Z199-DC-ZS-5L.
EQUIPMENT SCHEDULE
MA
RK
SCHEDULE NOTES
1. PROVIDE ROUGH-IN. 2. INSTALL ALL “LOOSE” COMPONENTS 3. PROVIDE ALL NECESSARY SUPPLIES, STOPS, TRAPS & ALL INDIRECT WASTE. 4. MAKE ALL FINAL CONNECTIONS.
C.W
.
H.W
. (12
0° F
)
H.W
. (14
0° F
)
NO
N-P
OTA
BLE
WAS
TE -
DIS
CH
ARG
E
WAS
TE -
INTA
KE
IND
IREC
T
GAS DESCRIPTION
SE1 SEWAGE EJECTOR PUMP, LITTLE GIANT #WRS-9EN, 4/10 HP, 115V 1.5" 1.5"
TP1 TRAP PRIMER, PRECISION PLUMBING PRODUCTS #P0005 OREGON #1, PROVIDE MANIFOLD TO ACCOMMODATE MULTIPLE DRAINS .5"
WH1 INSTANTANEOUS WATER HEATER, EEMAX #SP-SL-4.6KW-240V-20AMP-0.5 GPM TO HEAT 65 DEGREE TEMPERATURE RISE .5" .5"
WH1 INSTANTANEOUS WATER HEATER, EEMAX #SP-DL-9.5KW-240V-40AMP-1.0 GPM TO HEAT 65 DEGREE TEMPERATURE RISE .5" .5"
PLUMBING GENERAL NOTES1. REFER TO SCHEDULES, DETAILS AND DIAGRAMS FOR PIPING, PIPE SIZES NOT
INDICATED ON THE FLOOR PLANS.2. LOCATIONS AND SIZES OF EXISTING PIPING HAVE BEEN DETERMINED FROM A
REVIEW OF EXISTING DRAWINGS AND/OR SITE INSPECTION. CONTRACTORSHALL FIELD VERIFY EXACT LOCATIONS, ELEVATIONS, INVERTS, SIZES,DIRECTION OF FLOW, ETC.
3. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL THE PLUMBING SYSTEMAS PER THE STATE PLUMBING CODE AND APPLICABLE LOCAL CODES.
4. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR SAW CUTTING,PATCHING AND REPAIR OF ALL WALLS, FLOORS, AND CEILINGS AS REQUIREDFOR THE PERFORMANCE OF HIS WORK. PATCHING AND REPAIR SHALL MATCHEXISTING ADJACENT SURFACES OR MATCH THE QUALITY OF ADJACENT NEWWORK SURFACES.
5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION ANDBACKFILLING REQUIRED FOR BELOW GRADE / SLAB WORK, ASSOCIATED WITHHIS PORTION OF WORK.
6. CONTRACTOR SHALL COORDINATE THE PLANNING AND INSTALLATION OF HISWORK WITH ALL OTHER TRADES PRIOR TO AND DURING ALL PHASES OFCONSTRUCTION.
7. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS ANDINSPECTIONS REQUIRED FOR HIS WORK UNDER THIS CONTRACT.
8. CONTRACTOR SHALL NOT SCALE THE CONTRACT DOCUMENTS FOR THEPURPOSE OF OBTAINING FINAL MEASUREMENTS. COORDINATE WITHARCHITECTURAL PLANS AND ACTUAL FIELD CONDITIONS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF HIS WORK AREAAT THE CONCLUSION OF EACH WORKING DAY.
10. REMOVAL OF PIPING, EQUIPMENT AND FIXTURES SHALL INCLUDE ALLMISCELLANEOUS APPURTENANCES SUCH AS HANGERS, SUPPORTS, WIRING,INSULATION, ETC. THAT WILL BECOME OBSOLETE UNDER THE NEW WORK.PIPING SHALL BE REMOVED TO IT'S NEAREST MAIN AND CAPPED.
11. ALL ROOF REPAIR WORK SHALL BE ACCOMPLISHED BY A CONTRACTORAUTHORIZED TO WORK ON THE TYPE OF ROOF. REPAIR WORK SHALL NOTCOMPROMISE THE INTEGRITY OF THE ROOF AND ANY EXISTING WARRANTY.
12. PLANS TO BE CONSIDERED DIAGRAMMATIC AND ALONG WITH SPECIFICATIONS,REFLECT A MINIMUM ACCEPTABLE STANDARD. ALL WORK SHALL CONFORM TOTHE STATE PLUMBING CODE AND THE AMERICANS WITH DISABILITIES ACTGUIDELINES.
13. WHEN A CONFLICT BETWEEN PLANS AND SPECIFICATIONS OR NOTES OCCURS.THE ENGINEER SHALL DECIDE WHICH GOVERNS. GENERALLY, THE MORERESTRICTIVE, MORE SPECIFIC, OR STRICTER PROVISION SHALL GOVERN. IFANY DISCREPANCIES ARE DISCOVERED ON THE PLANS OR BETWEEN THEPLANS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THECONSTRUCTION MANAGER AND OBTAIN CLARIFICATION OF THE INTENT FROMTHE ENGINEER PRIOR TO CONSTRUCTION OR INSTALLATION OF PROPOSEDIMPROVEMENTS.
14. REFER TO ARCHITECTURAL DRAWINGS AND INTERIOR ELEVATIONS FOR EXACTLOCATIONS, FIXTURE HEIGHTS AND ACCESSIBILITY REQUIREMENTS.
15. REFER TO ARCHITECTURAL PLANS FOR PROJECT PHASING REQUIREMENTS.16. ALL REMOVED MATERIAL AND EQUIPMENT, DESIGNATED BY OWNER, SHALL BE
TURNED OVER AND PLACED WHERE DIRECTED. ALL MATERIAL AND EQUIPMENT,WHICH THE OWNER DOES NOT WISH TO RETAIN, SHALL BECOME THEPROPERTY OF THE CONTRACTOR RESPONSIBLE FOR REMOVAL.
17. ALL PIPING SHALL BE REMOVED BACK TO ACTIVE MAINS AND CAPPED, ORREMOVED BACK TO POINTS OF CONNECTION IN NEW WORK. INACCESSIBLEPIPING TO BE ABANDONED, SHALL BE DISCONNECTED FROM ACTIVE SYSTEMSAND CAPPED OR PLUGGED IN CONCEALED LOCATIONS.
PLUMBING LEGEND
FLOOR DRAIN
LAVATORY
FLOOR CLEANOUT
DOMESTIC HOT WATER
ABOVE FINISHED FLOOR
BALL VALVE
PIPE UP
AFF
TP
NG NATURAL GAS
TRAP PRIMER
DESCRIPTION
DOMESTIC COLD WATER
SYMBOLVENT PIPING
LV
FD
FCO
CW
HW
PIPE DOWN
FLOW ARROW
KEYNOTE DESIGNATION#
WCO
WH
WALL CLEANOUT
WATER HEATER
WC WATER CLOSET
TYP. TYPICAL
SAN SANITARY
SK SINK
WATER COOLERWTC
BACKFLOW PREVENTER
NTS NOT TO SCALE
VENT THRU ROOFVTR
SANITARY PIPING
NATURAL GAS PIPING
DOMESTIC COLD WATER PIPING
DOMESTIC HOT WATER PIPING
SAN
NG
WATER SERVICEWS
PIPE CAP
CHECK VALVE
POINT OF NEW CONNECTION
CLEANOUTCO
MB MOP BASIN
SD STORM DRAIN
SS SANITARY STACK
VENT STACKVS
VENT RISERVR
URINALUR
AMERICAN WITH DISABILITIES ACTADA
EXISTINGEXIST
STM STORM
STORM PIPINGSTM
DETAIL DESIGNATION/1 P-001
OD OVERFLOW DRAIN
RD ROOF DRAIN
PRESSURE DISCHARGE PIPINGPD
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
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21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
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Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
2:5
7:33
PM
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PLUMBING LEGEND, NOTES & SCHEDULES
14613.00
CML
12-12-2014
P-001RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
No. Revisions / Submissions Date
PLUMBING INDEX OF DRAWINGSSHEET NUMBER SHEET NAME
P-001 PLUMBING LEGEND, NOTES & SCHEDULESP-101 RESTROOM PLAN - NEW WORKP-102 FLOOR & ROOF PLAN AREA "A" - NEW WORKP-103 FLOOR PLAN AREA "B" - NEW WORKP-104 ROOF PLAN AREA "B" - NEW WORKP-105 FLOOR & ROOF PLAN AREA "C" - NEW WORKP-501 PLUMBING DETAILSP-502 PLUMBING ISOMETRICSPD101 RESTROOM PLAN - DEMOPD102 FLOOR & ROOF PLAN AREA "A" - DEMOPD103 FLOOR & ROOF PLAN AREA "B" - DEMOPD104 FLOOR & ROOF PLAN AREA "C" - DEMO
N
N
O
O
P
P Q
Q
R
R
F4 F4
4A 4A
G5/6 G5/6
H5/7 H5/7
.8 .8
8B 8B
MECHANICAL29
CAFE STORAGE32
USO LOUNGE33
USO GREETERS42
BREAK34
MEN'S RESTROOM37
WOMEN'S RESTROOM31
FAMILY RRC10
RESTROOM LOBBYC09
STAIR38
MECHANICAL29
FAMILY RRC08
WTCFD
D1
B3
A2
A2
B3A1A1A1A1A2
A2 A1 A1
A2 A1 A1
G1
A2
C1 C1 C1 C2F1
B1 B1
B1 B1
B2
B2
FD1
FD1
FD1
FD1
M1
M1 M1
M1
1 1
22
3
CORRIDORC13
CORRIDORC13
MECHANICALC11
WH1
WH2
WH1
WH1
WH1
WH1
WH2
WH2
FCO
PD
WCO
A B C
E D F
G
KEY PLAN:
GENERAL NOTES:
SHEET NOTES:
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
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21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
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Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
2:5
7:49
PM
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RESTROOM PLAN - NEW WORK
14613.00
CML
12-12-2014
P-101RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
1 CONTROLLER/LIQUID SOAP TANK FOR ONE LAVATORY. MOUNT INCHASE 48" AFF TO TOP OF TANK. EXTEND TUBING/WIRING FROMDISPENSER THROUGH CHASE WALL TO EACH LAVATORY,
2 CONTROLLER/LIQUID SOAP TANK FOR THREE LAVATORIES. MOUNT INCHASE 48" AFF TO TOP OF TANK. EXTEND TUBING/WIRING FROMDISPENSER THROUGH CHASE WALL TO EACH LAVATORY,
3 SUB-TANK FOR LIQUID SOAP REFILLING. MOUNT ON CHASE 20" AFF TOBOTTOM OF TANK.
1/4" = 1'-0"1 PLUMBING PLAN RESTROOMS - NEW WORK
No. Revisions / Submissions Date
SEE SHEET P-001 FOR GENERAL NOTES.
A B C
E D F
G
/1
P-1
03
1.9
1.9
2
2
3
3
3.4
3.4
4
4
5
5
5.1
5.1
6
6
7
7
7.4
7.4
8
8
B B
B.9 B.9
C C
D D
VESTIBULE1 STOR.
19STOR.
6
HERTZ20
BUDGET21
NATIONAL22
AVIS23
BAGGAGE CLAIMLOBBY
A01
STOR.24
BAGGAGE CLAIMLOBBY
A01
ENTERPRISE8
ALAMO7BREAK RM
9
UNITED/AMERICANLOST LUGGAGE OFFICE
10
VESTIBULE11
6" S
TM
6" STM 8" STM 10" STM
8" S
TM
10" STM 8" STM10" STM
12" S
TM
1
CO
CO
CO
EXIST.MANHOLE
2
2
2
2
1 1
1
F1PD
PD
SE1
WH1
1.9
1.9
2
2
3
3
3.4
3.4
4
4
5
5
5.1
5.1
6
6
7
7
7.4
7.4
8
8
B B
B.9 B.9
C C
D D
/1
P-1
04
RDRD
1
1
KEY PLAN:
GENERAL NOTES:
SHEET NOTES:
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
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21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
Checked
Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
2:5
9:11
PM
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2/2/20152:59:11 PM
FLOOR & ROOF PLAN AREA "A" - NEWWORK
14613.00
CML
12-12-2014
P-102RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
1 EXISTING TO REMAIN.2 PIPING LOCATED IN GRADE BELOW SLAB,
1/8" = 1'-0"1 PLUMBING PLAN AREA "A" - NEW WORK
No. Revisions / Submissions Date
1/8" = 1'-0"2 PLUMBING ROOF PLAN AREA "A" - NEW WORK
SEE SHEET P-001 FOR GENERAL NOTES.
A B C
E D F
G
/1
P-1
05
/1
P-1
02
8
8
9
9
9.5
9.5
9.9
9.9
10
10
10.6
10.6
11
11
10.9
10.9
11.8
11.8
11.9
11.9
12/R
12/R
13
13
14
14
14/T
14/T
14.1
14.1
14.2
14.2
15
15
15.1
15.1
15.2
15.2
16.1
16.1
16
16
16.4
16.4
17
17
18.1
18.1
18
18
A A
B B
B.9 B.9
C C
D D
VESTIBULE76
STOR.75
LOUNGEB04
LOUNGEB04
STAIR61
VESTIBULE62
LOUNGEB06
STOR.53VESTIBULE
57
BAGGAGE CLAIMLOBBY
A01TICKET LOBBY
C01
STAIR54
CO
COCO
CO COCO
CO
8" S
TM10
" STM
5" S
TM
6" STM 5" STM
5" S
TM
3" STM
8" STM
5" S
TM
6" STM5" STM
5" S
TM
8" S
TM
8" STM
15" STM15" STM
5" S
TM
5" S
TM
1
2
1
2
2 1
1
2
1
2
1
EXIST. MANHOLE
1
STOR.74
KEY PLAN:
GENERAL NOTES:
SHEET NOTES:
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
B
C
D
E
F
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21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
Checked
Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
3:0
2:03
PM
C:\_
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Day
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0748
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014.
rvt
2/2/20153:02:03 PM
FLOOR PLAN AREA "B" - NEW WORK
14613.00
CML
12-12-2014
P-103RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
1 EXISTING TO REMAIN.2 PIPING LOCATED IN GRADE BELOW SLAB,
1/8" = 1'-0"1 PLUMBING PLAN AREA "B" - NEW WORK
No. Revisions / Submissions Date
SEE SHEET P-001 FOR GENERAL NOTES.
8
8
9
9
9.5
9.5
9.9
9.9
10
10
10.6
10.6
11
11
10.9
10.9
11.8
11.8
11.9
11.9
12/R
12/R
13
13
14
14
14/T
14/T
14.1
14.1
14.2
14.2
15
15
15.1
15.1
15.2
15.2
16.1
16.1
16
16
16.4
16.4
17
17
18.1
18.1
18
18
A A
B B
B.9 B.9
C C
D D
RD
RD
/2
P-1
02
/2
P-1
05
1
1
A B C
E D F
G
KEY PLAN:
GENERAL NOTES:
SHEET NOTES:
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
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C
D
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21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
Checked
Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
3:0
2:55
PM
C:\_
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014.
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2/2/20153:02:55 PM
ROOF PLAN AREA "B" - NEW WORK
14613.00
CML
12-12-2014
P-104RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
1/8" = 1'-0"1 PLUMBING ROOF PLAN AREA "B" - NEW WORK
1 EXISTING TO REMAIN.
No. Revisions / Submissions Date
SEE SHEET P-001 FOR GENERAL NOTES.
A B C
E D F
G
/1
P-1
03
18.1
18.1
18
18
19
19
20
20
21
21
21.4
21.4
22
22
23
23
23.2
23.2
24
24
25
25
26
26
26.1
26.1
B B
B.9 B.9
C C
D D
TICKET LOBBYC01
STOR.70
VESTIBULE71
STOR.69
LOUNGEC05
WHEELCHAIRS72
LOUNGEC07
STOR.74
TICKET LOBBYC01
EXIST.CATCH BASIN12" STM
12" S
TM
6" STM
8" S
TM
6" S
TM
10" STM
8" S
TM
10" STM6" STMCO CO
CO
CO
1
1
1
1
22
2
STOR.74
18.1
18.1
18
18
19
19
20
20
21
21
21.4
21.4
22
22
23
23
23.2
23.2
24
24
25
25
26
26
26.1
26.1
B B
B.9 B.9
C C
D D
RD RD
RD
RD RD1 1
1 1 1
/1
P-1
04
KEY PLAN:
GENERAL NOTES:
SHEET NOTES:
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
B
C
D
E
F
G
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P
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21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
Checked
Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
3:0
7:52
PM
C:\_
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0748
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014.
rvt
2/2/20153:07:52 PM
FLOOR & ROOF PLAN AREA "C" - NEWWORK
14613.00
CML
12-12-2014
P-105RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
1 EXISTING TO REMAIN.2 PIPING LOCATED IN GRADE BELOW SLAB,
1/8" = 1'-0"1 PLUMBING PLAN AREA "C" - NEW WORK
No. Revisions / Submissions Date
1/8" = 1'-0"2 PLUMBING ROOF PLAN AREA "C" - NEW WORK
SEE SHEET P-001 FOR GENERAL NOTES.
ANCHOR STORM PIPING TOSTRUCTURE, ABOVE CEILING
WALL OR SHROUD
INSULATED STORM PIPE
CLEAR ELASTOMERIC SEALANTAROUND PIPE AND INTERIOR OFDOWNSPOUT COVER
DOWNSPOUT COVER (DSC)
SUPPORT PIPING FROM PIPE SUPPORT WITHU-BOLT AND BASE PLATE STAND ASSEMBLY,ANCHORED TO FLOOR.
ALUMINUM DOME
2" DAM (OVERFLOW UNIT)
ROOFING MATERIAL(MATERIALS MAY VERY)
SELF TAPPING SCREW (8 MIN.)
DRAIN BODY INSULATION
PIPE INSULATION
C.I. OVERFLOW RAIN CONDUCTOR
RUBBER GASKET
TOP-SETDECK PLATE
ROOF DECK (NOTE:DECK TYPES MAY VERY)
ALUMINUM DOME
CAST IRON ROOFDRAIN BODY
UNDERDECKCLAMP (OPTIONAL)
RUBBER GASKET
C.I. OVERFLOW RAIN CONDUCTOR
NOTE:1. ROOF DRAIN AND OVERFLOW DRAIN AREA APACKAGED ASSEMBLY.2. SEE ARCHITECTURAL DRAWINGS,SPECIFICATIONS, AND DRAWING SCHEDULES FORADDITIONAL INFORMATION.TRAP PRIMER, WITH
DISTRIBUTION UNIT WHENSERVING MULTIPLE DRAINS.LOCATE ABOVE CEILING INFINISHED AREAS.
TPTP
TP
0.5"
INSTALL PIPING TIGHTTO WALL SURFACE INUNFINISHED AREAS.
PIPING TO FLOOR DRAINS SHALLBE RUN BELOW FLOOR, UNLESSNOTED OTHERWISE.
FLOOR
FLOOR DRAIN
CHASE WALL
FINISHED CEILINGWHERE APPLICABLE
COLD WATER MAIN
SUPPLY SHALL BEOFF TOP OF MAIN
COLD WATER
COLD WATER
SUPPLY STOP
COLD WATER
INSTANTANEOUSWATER HEATER
HOT WATER
SANITARY
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
B
C
D
E
F
G
H
J
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L
M
N
P
Q
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21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
Checked
Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
3:0
8:10
PM
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PLUMBING DETAILS
14613.00
CML
12-12-2014
P-501RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
3" = 1'-0"1 ROOF DRAIN OVERFLOW OUTLET DETAIL 3" = 1'-0"2 ROOF DRAIN/OVERFLOW DRAIN DETAIL
3" = 1'-0"3 TRAP PRIMER DETAIL
No. Revisions / Submissions Date
1 1/2" = 1'-0"4 INSTANTANEOUS WATER HEATER DETAIL
A B C
E D F
G
WH1
WH2
WH2
WH2
WH1
WH1
WH1
WH1
F1
A2C1
C1
C1
C2
D1
A2B3
A2
B3
A1
A1
A1
A1
A2
G1
B2
B2
B1B1
B1
B1
A1
A1
A1
A1
A2
A2
4" CW
4" CW
2" CW
2 1/2" CW2 1/2"
1/2"
1"
1/2"
1"
2"
1/2"
2"
1"1 1/2"
1 1/2"
1"
1"
1 1/2"1"
1 1/2"1"
1 1/2"1"
2"
1"
3/4"
1"
3/4"
1 1/2"
1 1/2"
3/4"
3/4"1 1/2" 3/4"
1 1/2"3/4"
1 1/2"
3/4"
3/4"
1/2"1/2"
1 1/2"
1"
1 1/4"1 1/4"
1"
1"
1"
1 1/4"1 1/4"
1"
1"
2"
1"
2"
1"
3/4"
1 1/4"
3/4"
EXIST.WTC
F1
A2C1
C1
C1
C2
D1
A2
B3
A2B3
A1
A1
A1
A1
A2
G1
B2
B2
B1
B1B1
B1A1
A1
A1
A1
A2
A2
EXIST.WTC
PD
PDPD
FD1
FD1
FD1
FD1
F1
WH1
3/4"3/4"
F1
SE1
PD
3" VTR
CHECK VALVE
KEY PLAN:
SHEET NOTES:
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
B
C
D
E
F
G
H
J
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L
M
N
P
Q
R
21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
Checked
Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
3:0
8:40
PM
C:\_
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PLUMBING ISOMETRICS
14613.00
Author
12-12-2014
P-502Checker
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
No. Revisions / Submissions Date
1 WATER ISOMETRIC
2 SANITARY ISOMETRIC
N
N
O
O
P
P Q
Q
R
R
F4 F4
4A 4A
G5/6 G5/6
H5/7 H5/7
.8 .8
8B 8B
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
UR
UR
UR
UR
LV
LV
LV
LV
LV
FD
FD
FD
WC
WC
WC
WC
WC
MB
1
MB
WTC
WC
FD
LV
WC
LV
WC
WC
WC
WC
WC
WC
WC
WC
LV
LV
LV
LV
LV
LV
4" CW
1 1/
2"
3/4"
1 1/
2"
3/4"1 1/2"1 1/2"
4" C
W1
1/2"
2 1/2" CW
3/4"
1 1/2"
4" S
AN
4" SAN
4" SAN
4" S
AN
1"
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
11
WH
WH
3
3
A B C
E D F
G
KEY PLAN:
GENERAL NOTES:
SHEET NOTES:
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
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21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
Checked
Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
3:0
9:28
PM
C:\_
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014.
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2/2/20153:09:28 PM
RESTROOM PLAN - DEMO
14613.00
CML
12-12-2014
PD101RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
1 REMOVE EXISTING FIXTURE AND ASSOCIATED CARRIER, REMOVE ALLSUPPLY AND WASTE PIPING SERVING FIXTURE BACK TO ACTIVE MAINOR INDICATED LIMITS.
2 EXISTING TO REMAIN.3 EXISTING WATER HEATER AND ASSOCIATED PIPING TO BE REMOVED.
1/4" = 1'-0"1 PLUMBING PLAN RESTROOMS - DEMO
No. Revisions / Submissions Date
1. AREAS OF DEMOLITION ARE BASED ON EXISTING RECORD DRAWINGSAND ALL NOTED DEMOLITION IS ASSUMED TO BE WITHIN THEDESIGNATED AREAS SHOWN. PROVIDE ALL DEMOLITION ASNECESSARY TO COMPLY WITH THE DESIGN INTENT OF THESEDOCUMENTS WHETHER SPECIFICALLY FOUND IN AREA SHOWN OR INADJACENT SPACES, AND AS REQUIRED TO MEET LOCAL CODEREQUIREMENTS. PLUMBING SYSTEMS (STORM, ETC.) IN ALL OTHEREXISTING AREAS ARE TO REMAIN OPERATIONAL UNLESS NOTEDOTHERWISE. NOTIFY OWNER PRIOR TO INTERRUPTING BUILDINGSERVICES.
2. DEMOLISH ALL PIPING AND APPURTENANCES ASSOCIATED WITH THEEXISTING DEVICES AND FIXTURES AS NOTED IN DRAWINGS. PIPINGSHOWN DOES NOT REPRESENT THE FULL EXTENT OR EXACT LAYOUTOF THE EXISTING SYSTEM BUT INDICATES THE GENERALREQUIREMENTS AND ANTICIPATED SCOPE, ALONG WITH THE KEYEDNOTES.
3. EQUIPMENT AND PIPING DEMOLITION IS TO INCLUDE THE REMOVALOF ALL DEVICES, FIXTURES, PIPE, HANGERS, SUPPORTS, INSULATION,AND ALL MISCELLANEOUS ITEMS ASSOCIATED WITH THE DEMOLISHEDPLUMBING SYSTEMS AND WITH PREVIOUSLY ABANDONED PLUMBINGPIPING SYSTEMS.
4. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TOLEGALLY DISPOSE OF ALL PLUMBING RELATED DEVICES, FIXTURES,PIPING, FITTINGS, HANGERS, DRAINS, APPURTENANCES AND DEBRIS,DEMOLISHED AS PART OF HIS SCOPE OF WORK.
5. PLUMBING CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THEQUANTITY, LOCATION AND ROUTING OF ALL EXISTING STORMRELATED DEVICES, FIXTURES, PIPING SYSTEMS, DRAINS ANDAPPURTENANCES PRIOR TO BIDDING PROJECT.
6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEDEMOLITION OF ALL EXISTING AFFECTED PLUMBING RELATEDEQUIPMENT, FIXTURES, PIPING SYSTEMS, TRIM AND ABANDONEDPIPING FROM THE DESIGNATED AREAS. WHERE INACTIVE PIPINGSYSTEMS EXTEND INTO THE ADJACENT AREAS AND ALLOW A DEAD-END RUN CONDITION, THE PLUMBING CONTRACTOR SHALL ALSODEMOLISH THE PIPING INTO THOSE SPACES AND CAP/PLUG THEPIPING WITHIN 12" OF ACTIVE MAIN OR TERMINATE PER THE LOCALAUTHORITY WHERE MORE RESTRICTIVE.
7. WHERE EXISTING PLUMBING SYSTEMS ARE MODIFIED OR WHERE NEWPLUMBING/PIPING SYSTEMS INTERFACE WITH EXISTING SYSTEMS, THEPLUMBING CONTRACTOR SHALL CLEAN AND FLUSH EXISTING PIPINGSYSTEM AS REQUIRED TO ENSURE PROPER FLOWS AND LINE CARRY.
8. SEE SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION/REQUIREMENTS.
9. SEE SHEET P-001 FOR ADDITIONAL GENERAL NOTES.
A B C
E D F
G
/1
PD
103
1.9
1.9
2
2
3
3
3.4
3.4
4
4
5
5
5.1
5.1
6
6
7
7
7.4
7.4
8
8
B B
B.9 B.9
C C
D D
2
2
2
2
6" S
TM
6" STM 10" STM
12" S
TM
8" S
TM
10" STM 8" STMCO CO
CO2 2
2
EXIST.MANHOLE2
8" STM
3 3
3
3
11
1.9
1.9
2
2
3
3
3.4
3.4
4
4
5
5
5.1
5.1
6
6
7
7
7.4
7.4
8
8
B B
B.9 B.9
C C
D D
RD
RDRD
RD11
2
2
/2
PD
103
KEY PLAN:
GENERAL NOTES:
SHEET NOTES:
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
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21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
Checked
Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
3:1
3:02
PM
C:\_
Rev
it Lo
cal F
iles\
Day
ton
Can
opy\
0748
23_M
EP
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er_2
014.
rvt
2/2/20153:13:02 PM
FLOOR & ROOF PLAN AREA "A" - DEMO
14613.00
CML
12-12-2014
PD102RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
1 REMOVE EXISTING ROOF DRAIN AND ASSOCIATED STORM PIPING INITS ENTIRETY BACK TO WITHIN 12" OF ACTIVE MAIN ANDPERMANENTLY CAP.
2 EXISTING TO REMAIN.3 PIPING LOCATED IN GRADE BELOW SLAB,
1/8" = 1'-0"1 PLUMBING PLAN AREA "A" - DEMO
1. AREAS OF DEMOLITION ARE BASED ON EXISTING RECORDDRAWINGS AND ALL NOTED DEMOLITION IS ASSUMED TO BE WITHINTHE DESIGNATED AREAS SHOWN. PROVIDE ALL DEMOLITION ASNECESSARY TO COMPLY WITH THE DESIGN INTENT OF THESEDOCUMENTS WHETHER SPECIFICALLY FOUND IN AREA SHOWN OR INADJACENT SPACES, AND AS REQUIRED TO MEET LOCAL CODEREQUIREMENTS. PLUMBING SYSTEMS (STORM, ETC.) IN ALL OTHEREXISTING AREAS ARE TO REMAIN OPERATIONAL UNLESS NOTEDOTHERWISE. NOTIFY OWNER PRIOR TO INTERRUPTING BUILDINGSERVICES.
2. DEMOLISH ALL PIPING AND APPURTENANCES ASSOCIATED WITH THEEXISTING DEVICES AND FIXTURES AS NOTED IN DRAWINGS. PIPINGSHOWN DOES NOT REPRESENT THE FULL EXTENT OR EXACTLAYOUT OF THE EXISTING SYSTEM BUT INDICATES THE GENERALREQUIREMENTS AND ANTICIPATED SCOPE, ALONG WITH THE KEYEDNOTES.
3. EQUIPMENT AND PIPING DEMOLITION IS TO INCLUDE THE REMOVALOF ALL DEVICES, FIXTURES, PIPE, HANGERS, SUPPORTS,INSULATION, AND ALL MISCELLANEOUS ITEMS ASSOCIATED WITHTHE DEMOLISHED PLUMBING SYSTEMS AND WITH PREVIOUSLYABANDONED PLUMBING PIPING SYSTEMS.
4. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TOLEGALLY DISPOSE OF ALL PLUMBING RELATED DEVICES, FIXTURES,PIPING, FITTINGS, HANGERS, DRAINS, APPURTENANCES AND DEBRIS,DEMOLISHED AS PART OF HIS SCOPE OF WORK.
5. PLUMBING CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYINGTHE QUANTITY, LOCATION AND ROUTING OF ALL EXISTING STORMRELATED DEVICES, FIXTURES, PIPING SYSTEMS, DRAINS ANDAPPURTENANCES PRIOR TO BIDDING PROJECT.
6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEDEMOLITION OF ALL EXISTING AFFECTED PLUMBING RELATEDEQUIPMENT, FIXTURES, PIPING SYSTEMS, TRIM AND ABANDONEDPIPING FROM THE DESIGNATED AREAS. WHERE INACTIVE PIPINGSYSTEMS EXTEND INTO THE ADJACENT AREAS AND ALLOW A DEAD-END RUN CONDITION, THE PLUMBING CONTRACTOR SHALL ALSODEMOLISH THE PIPING INTO THOSE SPACES AND CAP/PLUG THEPIPING WITHIN 12" OF ACTIVE MAIN OR TERMINATE PER THE LOCALAUTHORITY WHERE MORE RESTRICTIVE.
7. WHERE EXISTING PLUMBING SYSTEMS ARE MODIFIED OR WHERENEW PLUMBING/PIPING SYSTEMS INTERFACE WITH EXISTINGSYSTEMS, THE PLUMBING CONTRACTOR SHALL CLEAN AND FLUSHEXISTING PIPING SYSTEM AS REQUIRED TO ENSURE PROPERFLOWS AND LINE CARRY.
8. SEE SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION/REQUIREMENTS.
9. SEE SHEET P-001 FOR ADDITIONAL GENERAL NOTES.
No. Revisions / Submissions Date
1/8" = 1'-0"2 PLUMBING ROOF PLAN AREA "A" - DEMO
A B C
E D F
G
/1
PD
102
8
8
9
9
9.5
9.5
9.9
9.9
10
10
10.6
10.6
11
11
10.9
10.9
11.8
11.8
11.9
11.9
12/R
12/R
13
13
14
14
14/T
14/T
14.1
14.1
14.2
14.2
15
15
15.1
15.1
15.2
15.2
16.1
16.1
16
16
16.4
16.4
17
17
18
18
A A
B B
B.9 B.9
C C
D D
8" STM
8" S
TM
5" S
TM
5" STM 6" STM
5" S
TM
8" STM 10" STM
10" S
TM
5" S
TM
6" STM 5" STM
5" S
TM
STM STM
8" S
TM
CO CO COCO
CO
1
11
1
11
1
1
1
1
11
1
1
15" 15"
8" STM
3" STM 4" STM 6" STM 4" STM6" STM 3" STMCO
CO
COCO
11
11
EXIST. MANHOLE
3" STM3" STM
22
22 2 2
333 2 2
2
2
2
3
2
3
22
3
3
8
8
9
9
9.5
9.5
9.9
9.9
10
10
10.6
10.6
11
11
10.9
10.9
11.8
11.8
11.9
11.9
12/R
12/R
13
13
14
14
14/T
14/T
14.1
14.1
14.2
14.2
15
15
15.1
15.1
15.2
15.2
16.1
16.1
16
16
16.4
16.4
17
17
18
18
A A
B B
B.9 B.9
C C
D D
2
2
22
2
2
2
2
2
2 2
2 2
2
KEY PLAN:
GENERAL NOTES:
SHEET NOTES:
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
B
C
D
E
F
G
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M
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21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
Checked
Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
3:2
1:23
PM
C:\_
Rev
it Lo
cal F
iles\
Day
ton
Can
opy\
0748
23_M
EP
_Lei
denh
eim
er_2
014.
rvt
2/2/20153:21:23 PM
FLOOR & ROOF PLAN AREA "B" - DEMO
14613.00
CML
12-12-2014
PD103RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
1 EXISTING TO REMAIN.2 REMOVE EXISTING ROOF DRAIN AND ASSOCIATED STORM PIPING IN
ITS ENTIRETY BACK TO WITHIN 12" OF ACTIVE MAIN ANDPERMANENTLY CAP.
3 PIPING LOCATED IN GRADE BELOW SLAB,
1/8" = 1'-0"1 PLUMBING PLAN AREA "B" - DEMO
No. Revisions / Submissions Date
1. AREAS OF DEMOLITION ARE BASED ON EXISTING RECORD DRAWINGSAND ALL NOTED DEMOLITION IS ASSUMED TO BE WITHIN THEDESIGNATED AREAS SHOWN. PROVIDE ALL DEMOLITION ASNECESSARY TO COMPLY WITH THE DESIGN INTENT OF THESEDOCUMENTS WHETHER SPECIFICALLY FOUND IN AREA SHOWN OR INADJACENT SPACES, AND AS REQUIRED TO MEET LOCAL CODEREQUIREMENTS. PLUMBING SYSTEMS (STORM, ETC.) IN ALL OTHEREXISTING AREAS ARE TO REMAIN OPERATIONAL UNLESS NOTEDOTHERWISE. NOTIFY OWNER PRIOR TO INTERRUPTING BUILDINGSERVICES.
2. DEMOLISH ALL PIPING AND APPURTENANCES ASSOCIATED WITH THEEXISTING DEVICES AND FIXTURES AS NOTED IN DRAWINGS. PIPINGSHOWN DOES NOT REPRESENT THE FULL EXTENT OR EXACT LAYOUTOF THE EXISTING SYSTEM BUT INDICATES THE GENERALREQUIREMENTS AND ANTICIPATED SCOPE, ALONG WITH THE KEYEDNOTES.
3. EQUIPMENT AND PIPING DEMOLITION IS TO INCLUDE THE REMOVAL OFALL DEVICES, FIXTURES, PIPE, HANGERS, SUPPORTS, INSULATION,AND ALL MISCELLANEOUS ITEMS ASSOCIATED WITH THE DEMOLISHEDPLUMBING SYSTEMS AND WITH PREVIOUSLY ABANDONED PLUMBINGPIPING SYSTEMS.
4. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TOLEGALLY DISPOSE OF ALL PLUMBING RELATED DEVICES, FIXTURES,PIPING, FITTINGS, HANGERS, DRAINS, APPURTENANCES AND DEBRIS,DEMOLISHED AS PART OF HIS SCOPE OF WORK.
5. PLUMBING CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THEQUANTITY, LOCATION AND ROUTING OF ALL EXISTING STORMRELATED DEVICES, FIXTURES, PIPING SYSTEMS, DRAINS ANDAPPURTENANCES PRIOR TO BIDDING PROJECT.
6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEDEMOLITION OF ALL EXISTING AFFECTED PLUMBING RELATEDEQUIPMENT, FIXTURES, PIPING SYSTEMS, TRIM AND ABANDONEDPIPING FROM THE DESIGNATED AREAS. WHERE INACTIVE PIPINGSYSTEMS EXTEND INTO THE ADJACENT AREAS AND ALLOW A DEAD-END RUN CONDITION, THE PLUMBING CONTRACTOR SHALL ALSODEMOLISH THE PIPING INTO THOSE SPACES AND CAP/PLUG THEPIPING WITHIN 12" OF ACTIVE MAIN OR TERMINATE PER THE LOCALAUTHORITY WHERE MORE RESTRICTIVE.
7. WHERE EXISTING PLUMBING SYSTEMS ARE MODIFIED OR WHERE NEWPLUMBING/PIPING SYSTEMS INTERFACE WITH EXISTING SYSTEMS, THEPLUMBING CONTRACTOR SHALL CLEAN AND FLUSH EXISTING PIPINGSYSTEM AS REQUIRED TO ENSURE PROPER FLOWS AND LINE CARRY.
8. SEE SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION/REQUIREMENTS.
9. SEE SHEET P-001 FOR ADDITIONAL GENERAL NOTES.
1/8" = 1'-0"2 PLUMBING ROOF PLAN AREA "A" - DEMO
RD
RD RD
RD RD
RD RD
RD
RD
RD RD
RD
RDRD
A B C
E D F
G
/1
PD
103
18.1
18.1
18
18
19
19
20
20
21
21
21.4
21.4
22
22
23
23
23.2
23.2
24
24
25
25
26
26
26.1
26.1
B B
B.9 B.9
C C
D D
6" STM
8" S
TM
10" STM
8" S
TM
12" STM 6" STM
6" S
TM
12" S
TM
EXIST.CATCH BASIN
CO COCO
CO
2
2
2
2
2
3
1
3
11
3
18.1
18.1
18
18
19
19
20
20
21
21
21.4
21.4
22
22
23
23
23.2
23.2
24
24
25
25
26
26
26.1
26.1
B B
B.9 B.9
C C
D D
/2
PD
103
RD RD
RD
RD RD
RD RD RD1 1
1
2
2
22
2
KEY PLAN:
GENERAL NOTES:
SHEET NOTES:
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500INCOR ROP ATEDLWC
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
21 22 233 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2013 LWC, INCORPORATED
Drawn
Checked
Date
Drawing No.
PROGRESSDRAWINGNOT FOR
CONSTRUCTION
(937) 454-8209
3600 TERMINAL DRIVEVANADALIA, OH 45377
2/2/
2015
3:2
9:33
PM
C:\_
Rev
it Lo
cal F
iles\
Day
ton
Can
opy\
0748
23_M
EP
_Lei
denh
eim
er_2
014.
rvt
2/2/20153:29:33 PM
FLOOR & ROOF PLAN AREA "C" - DEMO
14613.00
CML
12-12-2014
PD104RED
DAYTON INTERNATIONAL AIRPORT
PHASE 1 - CANOPYRENOVATION
3600 TERMINAL DRIVE
1 REMOVE EXISTING ROOF DRAIN AND ASSOCIATED STORM PIPING INITS ENTIRETY BACK TO WITHIN 12" OF ACTIVE MAIN ANDPERMANENTLY CAP.
2 EXISTING TO REMAIN.3 PIPING LOCATED IN GRADE BELOW SLAB,
1/8" = 1'-0"1 PLUMBING PLAN AREA "C" - DEMO
No. Revisions / Submissions Date
1. AREAS OF DEMOLITION ARE BASED ON EXISTING RECORD DRAWINGSAND ALL NOTED DEMOLITION IS ASSUMED TO BE WITHIN THEDESIGNATED AREAS SHOWN. PROVIDE ALL DEMOLITION ASNECESSARY TO COMPLY WITH THE DESIGN INTENT OF THESEDOCUMENTS WHETHER SPECIFICALLY FOUND IN AREA SHOWN OR INADJACENT SPACES, AND AS REQUIRED TO MEET LOCAL CODEREQUIREMENTS. PLUMBING SYSTEMS (STORM, ETC.) IN ALL OTHEREXISTING AREAS ARE TO REMAIN OPERATIONAL UNLESS NOTEDOTHERWISE. NOTIFY OWNER PRIOR TO INTERRUPTING BUILDINGSERVICES.
2. DEMOLISH ALL PIPING AND APPURTENANCES ASSOCIATED WITH THEEXISTING DEVICES AND FIXTURES AS NOTED IN DRAWINGS. PIPINGSHOWN DOES NOT REPRESENT THE FULL EXTENT OR EXACT LAYOUTOF THE EXISTING SYSTEM BUT INDICATES THE GENERALREQUIREMENTS AND ANTICIPATED SCOPE, ALONG WITH THE KEYEDNOTES.
3. EQUIPMENT AND PIPING DEMOLITION IS TO INCLUDE THE REMOVALOF ALL DEVICES, FIXTURES, PIPE, HANGERS, SUPPORTS, INSULATION,AND ALL MISCELLANEOUS ITEMS ASSOCIATED WITH THE DEMOLISHEDPLUMBING SYSTEMS AND WITH PREVIOUSLY ABANDONED PLUMBINGPIPING SYSTEMS.
4. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TOLEGALLY DISPOSE OF ALL PLUMBING RELATED DEVICES, FIXTURES,PIPING, FITTINGS, HANGERS, DRAINS, APPURTENANCES AND DEBRIS,DEMOLISHED AS PART OF HIS SCOPE OF WORK.
5. PLUMBING CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THEQUANTITY, LOCATION AND ROUTING OF ALL EXISTING STORMRELATED DEVICES, FIXTURES, PIPING SYSTEMS, DRAINS ANDAPPURTENANCES PRIOR TO BIDDING PROJECT.
6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEDEMOLITION OF ALL EXISTING AFFECTED PLUMBING RELATEDEQUIPMENT, FIXTURES, PIPING SYSTEMS, TRIM AND ABANDONEDPIPING FROM THE DESIGNATED AREAS. WHERE INACTIVE PIPINGSYSTEMS EXTEND INTO THE ADJACENT AREAS AND ALLOW A DEAD-END RUN CONDITION, THE PLUMBING CONTRACTOR SHALL ALSODEMOLISH THE PIPING INTO THOSE SPACES AND CAP/PLUG THEPIPING WITHIN 12" OF ACTIVE MAIN OR TERMINATE PER THE LOCALAUTHORITY WHERE MORE RESTRICTIVE.
7. WHERE EXISTING PLUMBING SYSTEMS ARE MODIFIED OR WHERE NEWPLUMBING/PIPING SYSTEMS INTERFACE WITH EXISTING SYSTEMS,THE PLUMBING CONTRACTOR SHALL CLEAN AND FLUSH EXISTINGPIPING SYSTEM AS REQUIRED TO ENSURE PROPER FLOWS AND LINECARRY.
8. SEE SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION/REQUIREMENTS.
9. SEE SHEET P-001 FOR ADDITIONAL GENERAL NOTES.
1/8" = 1'-0"2 PLUMBING ROOF PLAN AREA "C" - DEMO