plumbing fixtures drain and cleanout schedule equipment schedule plumbing general notes

12 Pages·2015·4.15 MB·English

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5 R PLUMBING FIXTURES PLUMBING GENERAL NOTES PLUMBING LEGEND
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2/ CATALOG NUMBERS INDICATED ARE THOSE OF THE FIRST NAMED MANUFACTURER IN EACH CATEGORY LISTED BELOW - ADDITIONAL MANUFACTURERS ARE LISTED IN PARENTHESIS 1. REFER TO SCHEDULES, DETAILS AND DIAGRAMS FOR PIPING, PIPE SIZES NOT SYMBOL DESCRIPTION
INDICATED ON THE FLOOR PLANS.
VENT PIPING
2. LOCATIONS AND SIZES OF EXISTING PIPING HAVE BEEN DETERMINED FROM A
A. AMERICAN STANDARD (KOHLER, ZURN) E. McGUIRE (EBC, ZURN) J. TOTO (BOBRICK, KOHLER)
REVIEW OF EXISTING DRAWINGS AND/OR SITE INSPECTION. CONTRACTOR SAN SANITARY PIPING
SHALL FIELD VERIFY EXACT LOCATIONS, ELEVATIONS, INVERTS, SIZES,
B. SLOAN (ZURN, DELANEY) F. TRUEBRO (SLOAN, ZURN) K. TOTO (NO EQUALS) DIRECTION OF FLOW, ETC. STM STORM PIPING
3. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL THE PLUMBING SYSTEM
PD PRESSURE DISCHARGE PIPING
AS PER THE STATE PLUMBING CODE AND APPLICABLE LOCAL CODES.
Q C. BEMIS (OLSONITE, CHURCH) G. MUSTEE (STERN WILLIAMS, ZURN) L. ELKAY (T&S BRASS, ZURN) 4. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR SAW CUTTING,
NG NATURAL GAS PIPING
PATCHING AND REPAIR OF ALL WALLS, FLOORS, AND CEILINGS AS REQUIRED
D. CHICAGO FAUCET, (MOEN, ZURN, T&S BRASS) H. ELKAY (HALSEY TAYLOR , OASIS) FOR THE PERFORMANCE OF HIS WORK. PATCHING AND REPAIR SHALL MATCH DOMESTIC COLD WATER PIPING
EXISTING ADJACENT SURFACES OR MATCH THE QUALITY OF ADJACENT NEW
WORK SURFACES. DOMESTIC HOT WATER PIPING
LEGEND SUPPLY WASTE & VENT FIXTURE SUPPLY TRIM SUPPLY/STOP WASTE TRIM TRAP/FIX. DR. MISC. 5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION AND
BALL VALVE
BACKFILLING REQUIRED FOR BELOW GRADE / SLAB WORK, ASSOCIATED WITH
HIS PORTION OF WORK.
ADA HANDICAP ACCESSIBLE CHECK VALVE
6. CONTRACTOR SHALL COORDINATE THE PLANNING AND INSTALLATION OF HIS
BPW BOTTOM OUTLET
WORK WITH ALL OTHER TRADES PRIOR TO AND DURING ALL PHASES OF BACKFLOW PREVENTER
CT COUNTERTOP
CONSTRUCTION.
DBL DOUBLE PIPE CAP
7. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND
ES ELECTRONIC SENSOR (120V) S
P FS FLOOR SET E INSPECTIONS REQUIRED FOR HIS WORK UNDER THIS CONTRACT. PIPE UP
T
FV FLUSH VALVE O 8. CONTRACTOR SHALL NOT SCALE THE CONTRACT DOCUMENTS FOR THE
N PURPOSE OF OBTAINING FINAL MEASUREMENTS. COORDINATE WITH PIPE DOWN
SGL SINGLE D. ARCHITECTURAL PLANS AND ACTUAL FIELD CONDITIONS.
SSOL SSEINNGSLOER L OEVPEERRATED HT HE 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF HIS WORK AREA FLOW ARROW
C AT THE CONCLUSION OF EACH WORKING DAY.
SS STAINLESS STEEL G S
N MARK UTWCMMHV TUWHDNAEDELRSELM CRHRC.U MIONPIUTGXINIONTNGE RV AMLOVUENTED MOUNTING HEI C.W. H.W. TEMPERED FIX OUTLET TRAP FIX. DRAIN WASTE-MIN. VENT-MIN. INDIRECT AIR GAP AIR BREAK MFR. CAT. Nos. MFR. CAT. Nos. MFR. CAT. Nos. MFR. CAT. Nos. MFR. CAT. Nos. MFR. CAT. Nos. SEE FIXTURE 111012... RMIPAACPNLLIUEOIPSSALMTMIU CNNHROPLESGOOARVL RTTOAOSLOIIALFHZMO N EAOBRNISELDEFE,E OL EPTCP UBTTAOIOCHEPSI RNW I .EA NR ST WOPIGEHINDPMR,OAT EUEKORTERRQ GVKOWETUE RNSDEIIDILPH N TTD LMATYAH IBOLA ENEOELGN C I FTCTBTRE YO' TESSAAPH M MNAENSEEMCD UE O RC AAOCFFOORTHBI XRIOEMS CATOSOFP SUAT OLLA RN HIEFMNSEDAT.DHA S RENAI E NAESGLUDNP HOENA AYBARNND IYLSGREDEL ,XA R WWCSII NSCTAUOICTTHOPPRILHEPNNPKU ETGOSN DSDRP REEWH.AETW AACCAS LLTRI,W FLLOWRI ONCRAIRROANKTITTNI.YOG.N,S, 1 /#P-001 KPDOEEYITNNATOI LOT DEFE NDSEEIGWSNI GCANOTAINOTNNIOECNTION
REFLECT A MINIMUM ACCEPTABLE STANDARD. ALL WORK SHALL CONFORM TO ADA AMERICAN WITH DISABILITIES ACT
152 ES-S TMO
A1 WATER CLOSET/ WH/ SO CONCEALED FV/ 1.28GPF 15" TO RIM 1" 4" INT 4" 4" 2" A 2634.001 B B UNIT A UNIT A INT C 1655SSCT 1,2 THE STATE PLUMBING CODE AND THE AMERICANS WITH DISABILITIES ACT
SWB GUIDELINES. AFF ABOVE FINISHED FLOOR
13. WHEN A CONFLICT BETWEEN PLANS AND SPECIFICATIONS OR NOTES OCCURS.
CO CLEANOUT
WATER CLOSET/ WH/ SO CONCEALED FV/ 1.28GPF/ 152 ES-S TMO THE ENGINEER SHALL DECIDE WHICH GOVERNS. GENERALLY, THE MORE
A2 17" TO RIM 1" 4" INT 4" 4" 2" A 2634.001 B B UNIT A UNIT A INT C 1655SSCT 1,2,3
ADA SWB RESTRICTIVE, MORE SPECIFIC, OR STRICTER PROVISION SHALL GOVERN. IF CW DOMESTIC COLD WATER
ANY DISCREPANCIES ARE DISCOVERED ON THE PLANS OR BETWEEN THE
PLANS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE EXIST EXISTING
CONSTRUCTION MANAGER AND OBTAIN CLARIFICATION OF THE INTENT FROM
FCO FLOOR CLEANOUT
THE ENGINEER PRIOR TO CONSTRUCTION OR INSTALLATION OF PROPOSED
M IMPROVEMENTS. FD FLOOR DRAIN
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
14. REFER TO ARCHITECTURAL DRAWINGS AND INTERIOR ELEVATIONS FOR EXACT
LOCATIONS, FIXTURE HEIGHTS AND ACCESSIBILITY REQUIREMENTS. HW DOMESTIC HOT WATER
15. REFER TO ARCHITECTURAL PLANS FOR PROJECT PHASING REQUIREMENTS.
B2 LAVATORY/ UNDERMOUNT/ SO FAUCET/ .5 GPM/ 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 16. ALL REMOVED MATERIAL AND EQUIPMENT, DESIGNATED BY OWNER, SHALL BE LV LAVATORY
CHILD
TURNED OVER AND PLACED WHERE DIRECTED. ALL MATERIAL AND EQUIPMENT, MB MOP BASIN
WHICH THE OWNER DOES NOT WISH TO RETAIN, SHALL BECOME THE
PROPERTY OF THE CONTRACTOR RESPONSIBLE FOR REMOVAL. NG NATURAL GAS
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
17. ALL PIPING SHALL BE REMOVED BACK TO ACTIVE MAINS AND CAPPED, OR
REMOVED BACK TO POINTS OF CONNECTION IN NEW WORK. INACCESSIBLE NTS NOT TO SCALE
PIPING TO BE ABANDONED, SHALL BE DISCONNECTED FROM ACTIVE SYSTEMS
OD OVERFLOW DRAIN
AND CAPPED OR PLUGGED IN CONCEALED LOCATIONS.
L
RD ROOF DRAIN
195-0.5 SWB
C1 URINAL/ WH/ SO CONCEALED FV/ .5 GPF 21" TO LIP 0.75" 2" INT 2" 2" 1.5" K UT104EV B ES-S B UNIT K UNIT K INT 1,2 SAN SANITARY
SD STORM DRAIN
195-0.5 SWB
C2 URINAL/ WH/ SO CONCEALED FV/ .5 GPF/ ADA 17" TO LIP 0.75" 2" INT 2" 2" 1.5" K UT104EV B B UNIT K UNIT K INT 1,2,3 SK SINK
ES-S
SS SANITARY STACK
STM STORM
TP TRAP PRIMER
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
K
TYP. TYPICAL
UR URINAL
VR VENT RISER
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
VS VENT STACK
VTR VENT THRU ROOF
WC WATER CLOSET
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
WCO WALL CLEANOUT
J WH WATER HEATER
WS WATER SERVICE
TES1ADC-05
M1 AUTOMATIC SOAP DISPENSER SYSTEM SEE NOTES J TES2ADC-05 9 WTC WATER COOLER
TES3ADC-12
FIXTURE SCHEDULE NOTES:
H
1. VERIFY MOUNTING HEIGHT OF FIXTURE WITH ARCHITECTURAL PLANS PRIOR TO ROUGH-IN. PLUMBING INDEX OF DRAWINGS
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 ELECTRICAL SHEET NUMBER SHEET NAME
CONTRACTOR. ONE TRANSFORMER SLOAN #EL-154 (OR APPROVED EQUAL) SERVES UP TO 10 WATER CLOSET/URINALS. P-001 PLUMBING LEGEND, NOTES & SCHEDULES
P-101 RESTROOM PLAN - NEW WORK
3. FIXTURE AND INSTALLATION SHALL CONFORM TO ADA REQUIREMENTS FOR THE HANDICAPPED. P-102 FLOOR & ROOF PLAN AREA "A" - NEW WORK
P-103 FLOOR PLAN AREA "B" - NEW WORK
P-104 ROOF PLAN AREA "B" - NEW WORK
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 ELECTRICAL
CONTRACTOR. ONE TRANSFORMER CHICAGO #242.659.001 (OR APPROVED EQUAL) SERVES UP TO 8 FAUCETS. P-105 FLOOR & ROOF PLAN AREA "C" - NEW WORK
P-501 PLUMBING DETAILS
G
P-502 PLUMBING ISOMETRICS
5. PROVIDE CHROME PLATED BRASS NIPPLE(S) TO WALL.
PD101 RESTROOM PLAN - DEMO
PD102 FLOOR & ROOF PLAN AREA "A" - DEMO
6. PROVIDE IN-LINE CHECK VALVE IN EACH FAUCET SUPPLY.
PD103 FLOOR & ROOF PLAN AREA "B" - DEMO
PD104 FLOOR & ROOF PLAN AREA "C" - DEMO
7. COLOR SELECTION BY ARCHITECT.
8. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.
DRAIN AND CLEANOUT SCHEDULE
F 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 FILLING
OF ALL DISPENSER TANKS AND BULK TANKS. PROVIDE MOUNTING BRACKETS/SHELF OFF WALLS, AS REQUIRED. FOR INSTALLATION AS INDICATED.
MANUF. TYPE BODY OUTLET STRAINER/GRATE TOP FINISH ADD. FEATURE
S
E
10. FIXTURE SERVED BY CENTRAL SOAP DISPENSING SYSTEM "M1". T
O
APPROVED SUPPLIERS - D N
E MARK J R . SJWM.RIAT.HT S TCMSAT,I TAZHLUO,R GJ NONOSSA.M, FLOOR YARD WALL DECK CAST IRON BRASS ACID RESIS. COATE STAINLESS STEEL SIZE BOTTOM SIDE SIZE ADJUSTABLE FLAT DOME RECESSED FUNNEL HINGED NICKEL-BRONZE CAST IRON ALUMINUM STAINLESS STEEL ANCHOR FLANGE FLSHG. CLAMP DBL. DRAINAGE SED. BUCKET AUX. STRAINER BEARING PAN U'DECK CLAMP TRAP PRIMER SEE DRAIN SCHED.

No. Revisions / Submissions Date
FD1 2005-A * * 3" * 7" RD. * * * * * * * * * *
EQUIPMENT SCHEDULE
FCO 4031 (ADJUSTABLE) * * 4" * 7" DIA. * * 1
LWC
SCHEDULE NOTES
OD1 ZURN, #Z163 * * * 15" DIA. * *
1. PROVIDE ROUGH-IN. E E
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.rvt MARK DESCRIPTION C.W. H.W. ( H.W. ( NON-P DI WAST INDIRE GAS 1. PROVIDE DOWNSPOUT COVER, ZURN #Z199-DC-ZS-5L. 4440 Garwood Place Richmond, IN 47374 765.966.3546
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2 1 CONTROLLER/LIQUID SOAP TANK FOR ONE LAVATORY. MOUNT IN

5 R CHASE 48" AFF TO TOP OF TANK. EXTEND TUBING/WIRING FROM
1 N O P Q R
0 DISPENSER THROUGH CHASE WALL TO EACH LAVATORY,
2
/ 2 CONTROLLER/LIQUID SOAP TANK FOR THREE LAVATORIES. MOUNT IN
2
CHASE 48" AFF TO TOP OF TANK. EXTEND TUBING/WIRING FROM
/
2
DISPENSER THROUGH CHASE WALL TO EACH LAVATORY,
3 SUB-TANK FOR LIQUID SOAP REFILLING. MOUNT ON CHASE 20" AFF TO
BOTTOM OF TANK.
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WH1
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MEN'S RESTROOM
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No. Revisions / Submissions Date
FCO
LWC
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42 34 WH2
A2 D1
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434 East First Street Dayton, OH 45402 937.223.6500
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BAGGAGE CLAIM BAGGAGE CLAIM
LOBBY LOBBY
A01 A01
UNITED/AMERICAN
LOST LUGGAGE OFFICE
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A B C
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BAGGAGE CLAIM
N LOBBY TICKET LOBBY
A01 TM 1 1 STM C01
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No. Revisions / Submissions Date
LWC
8 9 9.5 9.9 10 10.6 10.9 11 11.8 11.9 12/R 13 14 14/T 14.1 14.2 15 15.1 15.2 16 16.1 16.4 17 18 18.1
D INCORPORATED
434 East First Street Dayton, OH 45402 937.223.6500
4440 Garwood Place Richmond, IN 47374 765.966.3546
PLUMBING ROOF PLAN AREA "B" - NEW WORK
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v 1
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1/8" = 1'-0"
1
0 DAYTON INTERNATIONAL AIRPORT
2
_ 3600 TERMINAL DRIVE
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PHASE 1 - CANOPY
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P RENOVATION
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3600 TERMINAL DRIVE
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2
8
4
7
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2 SHEET NOTES:
5
:
7
0
:
3 1 EXISTING TO REMAIN.

5 R
1 2 PIPING LOCATED IN GRADE BELOW SLAB,
0 18 18.1 19 20 21 21.4 22 23 23.2 24 25 26 26.1
2
/
2
/
2
TICKET LOBBY
Q C01
D D
1
STOR. VESTIBULE STOR.
SSTTOORR.. 69 71 70 TICKET LOBBY
74
74 LOUNGE C01
LOUNGE C05
C07 WHEELCHAIRS M
72 T
S
P "
8 M
T
M S
T "
S 6
"
8
C C
B.9 B.9
N
1
2
2
CO
6" STM 10" STM 10" STM 6" STM
CO
CO CO
1
B B
M 2
M
T
S
"
2
1
1
EXIST.
12" STM CATCH BASIN
L
3
0 GENERAL NOTES:
1
-
P
18 18.1 19 20 21 21.4 22 23 23.2 24 25 26 26.1
/
1 SEE SHEET P-001 FOR GENERAL NOTES.
K
PLUMBING PLAN AREA "C" - NEW WORK
1
1/8" = 1'-0"
J
18 18.1 19 20 21 21.4 22 23 23.2 24 25 26 26.1
KEY PLAN:
H RD
1 1 1
1 1
RD RD RD RD G
D D
G
E D F
A B C
F
C C
B.9 B.9
E
No. Revisions / Submissions Date
B B
LWC
D INCORPORATED
434 East First Street Dayton, OH 45402 937.223.6500
4440 Garwood Place Richmond, IN 47374 765.966.3546
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0 DAYTON INTERNATIONAL AIRPORT
2
_ 4 3600 TERMINAL DRIVE
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1
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PHASE 1 - CANOPY
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M 18 18.1 19 20 21 21.4 22 23 23.2 24 25 26 26.1
3600 TERMINAL DRIVE
_
3
2
8
4
7
0 B FLOOR & ROOF PLAN AREA "C" - NEW
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a DRAWING
D
1/8" = 1'-0"
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Fil CML
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0
1
:
8
0
:
3

5 R
1
0
2
/
2
2/ SUPPLY SHALL BE
NOTE:
OFF TOP OF MAIN 0.5" WALL OR SHROUD
1. ROOF DRAIN AND OVERFLOW DRAIN AREA A
PACKAGED ASSEMBLY.
2. SEE ARCHITECTURAL DRAWINGS,
COLD WATER MAIN
SPECIFICATIONS, AND DRAWING SCHEDULES FOR
TRAP PRIMER, WITH ADDITIONAL INFORMATION.
DISTRIBUTION UNIT WHEN
SERVING MULTIPLE DRAINS. ANCHOR STORM PIPING TO
Q LOCATE ABOVE CEILING IN STRUCTURE, ABOVE CEILING
FINISHED AREAS. ALUMINUM DOME ALUMINUM DOME
INSULATED STORM PIPE
2" DAM (OVERFLOW UNIT)
ROOF DECK (NOTE:
DECK TYPES MAY VERY) ROOFING MATERIAL
FINISHED CEILING (MATERIALS MAY VERY)
WHERE APPLICABLE CAST IRON ROOF TOP-SET
DRAIN BODY DECK PLATE SELF TAPPING SCREW (8 MIN.)
P INSTALL PIPING TIGHT
T
TO WALL SURFACE IN
P UNFINISHED AREAS.
UNDERDECK
CLAMP (OPTIONAL)
CHASE WALL
RUBBER GASKET RUBBER GASKET DRAIN BODY INSULATION
FLOOR DRAIN
CLEAR ELASTOMERIC SEALANT
P AROUND PIPE AND INTERIOR OF
T
FLOOR DOWNSPOUT COVER
N PIPE INSULATION
TP
C.I. OVERFLOW RAIN CONDUCTOR C.I. OVERFLOW RAIN CONDUCTOR DOWNSPOUT COVER (DSC)
PIPING TO FLOOR DRAINS SHALL
BE RUN BELOW FLOOR, UNLESS
NOTED OTHERWISE.
SUPPORT PIPING FROM PIPE SUPPORT WITH
U-BOLT AND BASE PLATE STAND ASSEMBLY,
ANCHORED TO FLOOR.
M
TRAP PRIMER DETAIL ROOF DRAIN/OVERFLOW DRAIN DETAIL ROOF DRAIN OVERFLOW OUTLET DETAIL
L 3 2 1
3" = 1'-0" 3" = 1'-0" 3" = 1'-0"
K
COLD WATER
J
H
COLD WATER
SANITARY
G
HOT WATER
SUPPLY STOP
COLD WATER
F
INSTANTANEOUS
WATER HEATER
INSTANTANEOUS WATER HEATER DETAIL
E 4
1 1/2" = 1'-0"
No. Revisions / Submissions Date
LWC
D INCORPORATED
434 East First Street Dayton, OH 45402 937.223.6500
4440 Garwood Place Richmond, IN 47374 765.966.3546
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1
0 DAYTON INTERNATIONAL AIRPORT
2
_ 3600 TERMINAL DRIVE
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PHASE 1 - CANOPY
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0 SHEET NOTES:
4
:
8
0
:
3

5 R
1
0
2
/
2
/
2
1"
A2 1 1/2"
1"
A1 1 1/2" 2"
Q 1"
1 1/2"
A1
1"
1 1/2"
A1
1"
A1 1"
1"
2" 1 1/2"
1" A2 A2
4"
C
1" 1" 2" W
1"
A1
A2 11 11//44"" 1/2"
P 1" 11 11//44"" 1" A1 2" B3
A1 1 1/4" 1" 2" C W WH1
1"
3/4"
3/4" A1 3/4" B1
2"
B1 WH2
F1
B1
WH1 1 1/2"
1" WH1
1" C1 WH2 B2 1/2"
A2 3/4" 3/4" B1
C1 3/4" WH1 1"
1 1/2"
N 3/4"C1 1 1/2" 1 1/2" WH1 B2 G1 B3
1 1/2" 3/4" A2
C2
1 1/2"
3/4" 3/4" 3/4" 3/4" 2 1/2"
C
W 2 1/2"
WH2
11//22""
W
D1 4" C
M
F1
1/2"
WH1
EXIST.
L WTC
WATER ISOMETRIC
1
K
J
KEY PLAN:
H
A2
G
A1
A1
A1
A1
G
A2 FD1 B3 A2
A1
A2 E D F
B1
A1
FD1
A1
B1
F1
B1
A1 B1 A B C
FD1 B2
F P D
B3
B2
G1
A2
C1
C1 A2
C1 FD1
3" VTR
C2
E
D
PD P D
P
No. Revisions / Submissions Date
D1
LWC
D EXIST. INCORPORATED
F1 WTC
434 East First Street Dayton, OH 45402 937.223.6500
4440 Garwood Place Richmond, IN 47374 765.966.3546
CHECK VALVE
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0 DAYTON INTERNATIONAL AIRPORT
2
_ 3600 TERMINAL DRIVE
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L SANITARY ISOMETRIC
_
P 2 RENOVATION
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3600 TERMINAL DRIVE
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Fil Author
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8 SHEET NOTES:
2
:
9
0
:
3 N O P Q R 1 REMOVE EXISTING FIXTURE AND ASSOCIATED CARRIER, REMOVE ALL
5 R SUPPLY AND WASTE PIPING SERVING FIXTURE BACK TO ACTIVE MAIN
1
0 OR INDICATED LIMITS.
2
/ 2 EXISTING TO REMAIN.
2
2/ 3 EXISTING WATER HEATER AND ASSOCIATED PIPING TO BE REMOVED.
8B 8B
Q
.8 .8
1
1
P
WC LV
GENERAL NOTES:
1
1 1. AREAS OF DEMOLITION ARE BASED ON EXISTING RECORD DRAWINGS
AND ALL NOTED DEMOLITION IS ASSUMED TO BE WITHIN THE
WC LV
DESIGNATED AREAS SHOWN. PROVIDE ALL DEMOLITION AS
WC NECESSARY TO COMPLY WITH THE DESIGN INTENT OF THESE
1 1 DOCUMENTS WHETHER SPECIFICALLY FOUND IN AREA SHOWN OR IN
ADJACENT SPACES, AND AS REQUIRED TO MEET LOCAL CODE
LV REQUIREMENTS. PLUMBING SYSTEMS (STORM, ETC.) IN ALL OTHER
EXISTING AREAS ARE TO REMAIN OPERATIONAL UNLESS NOTED
N
WC
OTHERWISE. NOTIFY OWNER PRIOR TO INTERRUPTING BUILDING
1 1 SERVICES.
2. DEMOLISH ALL PIPING AND APPURTENANCES ASSOCIATED WITH THE
WH EXISTING DEVICES AND FIXTURES AS NOTED IN DRAWINGS. PIPING
LV
SHOWN DOES NOT REPRESENT THE FULL EXTENT OR EXACT LAYOUT
3 4" CW OF THE EXISTING SYSTEM BUT INDICATES THE GENERAL
1 REQUIREMENTS AND ANTICIPATED SCOPE, ALONG WITH THE KEYED
1
NOTES.
WC 3. EQUIPMENT AND PIPING DEMOLITION IS TO INCLUDE THE REMOVAL
LV OF ALL DEVICES, FIXTURES, PIPE, HANGERS, SUPPORTS, INSULATION,
AND ALL MISCELLANEOUS ITEMS ASSOCIATED WITH THE DEMOLISHED
1
PLUMBING SYSTEMS AND WITH PREVIOUSLY ABANDONED PLUMBING
M H5/7 H5/7
PIPING SYSTEMS.
WC 1 4. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO
LV LEGALLY DISPOSE OF ALL PLUMBING RELATED DEVICES, FIXTURES,
1 PIPING, FITTINGS, HANGERS, DRAINS, APPURTENANCES AND DEBRIS,
DEMOLISHED AS PART OF HIS SCOPE OF WORK.
1 5. PLUMBING CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE
WC
QUANTITY, LOCATION AND ROUTING OF ALL EXISTING STORM
LV RELATED DEVICES, FIXTURES, PIPING SYSTEMS, DRAINS AND
1 APPURTENANCES PRIOR TO BIDDING PROJECT.
6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE
WC DEMOLITION OF ALL EXISTING AFFECTED PLUMBING RELATED
4" SAN EQUIPMENT, FIXTURES, PIPING SYSTEMS, TRIM AND ABANDONED
L
PIPING FROM THE DESIGNATED AREAS. WHERE INACTIVE PIPING
1 SYSTEMS EXTEND INTO THE ADJACENT AREAS AND ALLOW A DEAD-
END RUN CONDITION, THE PLUMBING CONTRACTOR SHALL ALSO
WC DEMOLISH THE PIPING INTO THOSE SPACES AND CAP/PLUG THE
PIPING WITHIN 12" OF ACTIVE MAIN OR TERMINATE PER THE LOCAL
1 1/2" 3/4" 1 1/2" M1B 7. AWPULHUTEMHROBEIRN EIGTXY/IPS WITPIHINNEGGR PESL YMUSMOTRBEIEMN SRG E ISNSYTTSERTRICEFMTAICSV EEA .RWEIT MHO EDXIIFSIETIDN GO RS YWSHTEERMES ,N TEHWE
PLUMBING CONTRACTOR SHALL CLEAN AND FLUSH EXISTING PIPING
SYSTEM AS REQUIRED TO ENSURE PROPER FLOWS AND LINE CARRY.
8. SEE SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION/
K REQUIREMENTS.
9. SEE SHEET P-001 FOR ADDITIONAL GENERAL NOTES.
N
A
S
"
4
G5/6 G5/6
J
1
MB
W
"
C2 KEY PLAN:
4" 1 1/
1 1
H UR LV
1 1 N G
A
S
UR LV "
4
2
1 1 FD WTC
2
UR LV
1 LV
1 1 WC 1
G
UR 1 FD LV
1 1/2"
1 E D F
3/4"
LV
1
WC
4" SAN
FD 1
A B C
2 1/2" CW
F WC 1 1 1/2"
1 1/2"
3/4"
4A 4A
1
WC
WH
1 FD 3
WC
E
1
No. Revisions / Submissions Date
"
1
1
WC
LWC
F4 F4
D INCORPORATED
434 East First Street Dayton, OH 45402 937.223.6500
4440 Garwood Place Richmond, IN 47374 765.966.3546
t
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4
1
0 DAYTON INTERNATIONAL AIRPORT
2
_ 3600 TERMINAL DRIVE
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VANADALIA, OH 45377
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3600 TERMINAL DRIVE
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3
2
8
4
7
0 B
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D
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al A PLUMBING PLAN RESTROOMS - DEMO CONSTRUCTION PD101
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L 2/2/2015 Checked
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2 SHEET NOTES:
0
:
3
1
: 1 REMOVE EXISTING ROOF DRAIN AND ASSOCIATED STORM PIPING IN
3
ITS ENTIRETY BACK TO WITHIN 12" OF ACTIVE MAIN AND
5 R
1 PERMANENTLY CAP.
0
2 1.9 2 3 3.4 4 5 5.1 6 7 7.4 8 2 EXISTING TO REMAIN.
/
2 3 PIPING LOCATED IN GRADE BELOW SLAB,
/
2
Q
D D
P
GENERAL NOTES:
1. AREAS OF DEMOLITION ARE BASED ON EXISTING RECORD
M DRAWINGS AND ALL NOTED DEMOLITION IS ASSUMED TO BE WITHIN
T THE DESIGNATED AREAS SHOWN. PROVIDE ALL DEMOLITION AS
S
" NECESSARY TO COMPLY WITH THE DESIGN INTENT OF THESE
6
C C DOCUMENTS WHETHER SPECIFICALLY FOUND IN AREA SHOWN OR IN
M ADJACENT SPACES, AND AS REQUIRED TO MEET LOCAL CODE
T
S REQUIREMENTS. PLUMBING SYSTEMS (STORM, ETC.) IN ALL OTHER
B.9 " B.9 EXISTING AREAS ARE TO REMAIN OPERATIONAL UNLESS NOTED
N 8
OTHERWISE. NOTIFY OWNER PRIOR TO INTERRUPTING BUILDING
SERVICES.
3
2 3 2 3 2 2. DEMOLISH ALL PIPING AND APPURTENANCES ASSOCIATED WITH THE
CO CO EXISTING DEVICES AND FIXTURES AS NOTED IN DRAWINGS. PIPING
6" STM 8" STM 10" STM 10" STM 8" STM SHOWN DOES NOT REPRESENT THE FULL EXTENT OR EXACT
2 CO LAYOUT OF THE EXISTING SYSTEM BUT INDICATES THE GENERAL
2
2 REQUIREMENTS AND ANTICIPATED SCOPE, ALONG WITH THE KEYED
M NOTES.
T
1 S 1 3. EQUIPMENT AND PIPING DEMOLITION IS TO INCLUDE THE REMOVAL
" OF ALL DEVICES, FIXTURES, PIPE, HANGERS, SUPPORTS,
2
1 INSULATION, AND ALL MISCELLANEOUS ITEMS ASSOCIATED WITH
B B
THE DEMOLISHED PLUMBING SYSTEMS AND WITH PREVIOUSLY
M
ABANDONED PLUMBING PIPING SYSTEMS.
4. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO
3 LEGALLY 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
THE QUANTITY, LOCATION AND ROUTING OF ALL EXISTING STORM
2
RELATED DEVICES, FIXTURES, PIPING SYSTEMS, DRAINS AND
APPURTENANCES PRIOR TO BIDDING PROJECT.
6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DEMOLITION OF ALL EXISTING AFFECTED PLUMBING RELATED
EXIST. EQUIPMENT, FIXTURES, PIPING SYSTEMS, TRIM AND ABANDONED
L 2 MANHOLE PIPING FROM THE DESIGNATED AREAS. WHERE INACTIVE PIPING
SYSTEMS EXTEND INTO THE ADJACENT AREAS AND ALLOW A DEAD-
END RUN CONDITION, THE PLUMBING CONTRACTOR SHALL ALSO
DEMOLISH THE PIPING INTO THOSE SPACES AND CAP/PLUG THE
3
PIPING WITHIN 12" OF ACTIVE MAIN OR TERMINATE PER THE LOCAL
0
1 AUTHORITY WHERE MORE RESTRICTIVE.
D
7. WHERE EXISTING PLUMBING SYSTEMS ARE MODIFIED OR WHERE
P
NEW PLUMBING/PIPING SYSTEMS INTERFACE WITH EXISTING
/
SYSTEMS, THE PLUMBING CONTRACTOR SHALL CLEAN AND FLUSH
1
EXISTING PIPING SYSTEM AS REQUIRED TO ENSURE PROPER
FLOWS AND LINE CARRY.
8. SEE SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION/
K
REQUIREMENTS.
9. SEE SHEET P-001 FOR ADDITIONAL GENERAL NOTES.
1.9 2 3 3.4 4 5 5.1 6 7 7.4 8
PLUMBING PLAN AREA "A" - DEMO
1
J
1/8" = 1'-0"
KEY PLAN:
H 1.9 2 3 3.4 4 5 5.1 6 7 7.4 8
G
2
RD
G RD
2
D D
E D F
A B C
F
C C
E
B.9 B.9
No. Revisions / Submissions Date
LWC
1
1
RD
RD
D B B INCORPORATED
434 East First Street Dayton, OH 45402 937.223.6500
4440 Garwood Place Richmond, IN 47374 765.966.3546
t
v
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4
1
0 DAYTON INTERNATIONAL AIRPORT
2
_ 3600 TERMINAL DRIVE
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VANADALIA, OH 45377
m
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PHASE 1 - CANOPY
ei 3
L 0
_ 1
P D RENOVATION
E P
M
/ 3600 TERMINAL DRIVE
_ 2
3
2
8
4
7
0 B
\
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C
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PLUMBING ROOF PLAN AREA "A" - DEMO
\
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e 2
Fil CML
al A 1/8" = 1'-0" CONSTRUCTION PD102
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