12
PLUMBING FIXTURES MARK CATALOG 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 MOUNTING HEIGHT SUPPLY WASTE & VENT FIXTURE SUPPLY TRIM SUPPLY/STOP WASTE TRIM TRAP/FIX. DR. MISC. SEE FIXTURE SCHED. NOTES ADA BPW CT DBL ES FS FV SGL SL SO SS TMV UCM 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. 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. 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 TMO SWB 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 SWB ES-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 SWB ES-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 J TES1ADC-05 TES2ADC-05 TES3ADC-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 ELECTRICAL CONTRACTOR. 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 ELECTRICAL CONTRACTOR. 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 FILLING OF 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 MARK MANUF. TYPE BODY OUTLET STRAINER/GRATE TOP FINISH ADD. FEATURE SEE DRAIN SCHED. NOTES APPROVED SUPPLIERS - J.R. SMITH, JOSAM, WATTS, ZURN FLOOR YARD WALL DECK CAST IRON BRASS ACID RESIS. COATED 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 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 MARK 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. (120° F) H.W. (140° F) NON-POTABLE WASTE - DISCHARGE WASTE - INTAKE INDIRECT 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 NOTES 1. 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. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS, ELEVATIONS, INVERTS, SIZES, DIRECTION OF FLOW, ETC. 3. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL THE PLUMBING SYSTEM AS 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 REQUIRED FOR THE PERFORMANCE OF HIS WORK. PATCHING AND REPAIR SHALL MATCH EXISTING ADJACENT SURFACES OR MATCH THE QUALITY OF ADJACENT NEW WORK SURFACES. 5. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION AND BACKFILLING REQUIRED FOR BELOW GRADE / SLAB WORK, ASSOCIATED WITH HIS PORTION OF WORK. 6. CONTRACTOR SHALL COORDINATE THE PLANNING AND INSTALLATION OF HIS WORK WITH ALL OTHER TRADES PRIOR TO AND DURING ALL PHASES OF CONSTRUCTION. 7. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED FOR HIS WORK UNDER THIS CONTRACT. 8. CONTRACTOR SHALL NOT SCALE THE CONTRACT DOCUMENTS FOR THE PURPOSE OF OBTAINING FINAL MEASUREMENTS. COORDINATE WITH ARCHITECTURAL PLANS AND ACTUAL FIELD CONDITIONS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF HIS WORK AREA AT THE CONCLUSION OF EACH WORKING DAY. 10. REMOVAL OF PIPING, EQUIPMENT AND FIXTURES SHALL INCLUDE ALL MISCELLANEOUS 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 CONTRACTOR AUTHORIZED TO WORK ON THE TYPE OF ROOF. REPAIR WORK SHALL NOT COMPROMISE 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 TO THE STATE PLUMBING CODE AND THE AMERICANS WITH DISABILITIES ACT GUIDELINES. 13. WHEN A CONFLICT BETWEEN PLANS AND SPECIFICATIONS OR NOTES OCCURS. THE ENGINEER SHALL DECIDE WHICH GOVERNS. GENERALLY, THE MORE RESTRICTIVE, MORE SPECIFIC, OR STRICTER PROVISION SHALL GOVERN. IF ANY DISCREPANCIES ARE DISCOVERED ON THE PLANS OR BETWEEN THE PLANS AND THE SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER AND OBTAIN CLARIFICATION OF THE INTENT FROM THE ENGINEER PRIOR TO CONSTRUCTION OR INSTALLATION OF PROPOSED IMPROVEMENTS. 14. REFER TO ARCHITECTURAL DRAWINGS AND INTERIOR ELEVATIONS FOR EXACT LOCATIONS, 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 THE PROPERTY OF THE CONTRACTOR RESPONSIBLE FOR REMOVAL. 17. ALL PIPING SHALL BE REMOVED BACK TO ACTIVE MAINS AND CAPPED, OR REMOVED BACK TO POINTS OF CONNECTION IN NEW WORK. INACCESSIBLE PIPING TO BE ABANDONED, SHALL BE DISCONNECTED FROM ACTIVE SYSTEMS AND 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 SYMBOL VENT 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 COOLER WTC BACKFLOW PREVENTER NTS NOT TO SCALE VENT THRU ROOF VTR SANITARY PIPING NATURAL GAS PIPING DOMESTIC COLD WATER PIPING DOMESTIC HOT WATER PIPING SAN NG WATER SERVICE WS PIPE CAP CHECK VALVE POINT OF NEW CONNECTION CLEANOUT CO MB MOP BASIN SD STORM DRAIN SS SANITARY STACK VENT STACK VS VENT RISER VR URINAL UR AMERICAN WITH DISABILITIES ACT ADA EXISTING EXIST STM STORM STORM PIPING STM DETAIL DESIGNATION / 1 P-001 OD OVERFLOW DRAIN RD ROOF DRAIN PRESSURE DISCHARGE PIPING PD 434EastFirstStreet 4440GarwoodPlace Dayton,OH45402 Richmond,IN47374 765.966.3546 937.223.6500 INCOR R O P ATED LWC 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 18 20 2 1 A B C D E F G H J K L M N P Q R 21 22 23 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 18 20 2 1 Comm. No. © 2013 LWC, INCORPORATED Drawn Checked Date Drawing No. PROGRESS DRAWING NOT FOR CONSTRUCTION (937) 454-8209 3600 TERMINAL DRIVE VANADALIA, OH 45377 2/2/2015 2:57:33 PM C:\_Revit Local Files\Dayton Canopy\074823_MEP_Leidenheimer_2014.rvt 2/2/2015 2:57:33 PM PLUMBING LEGEND, NOTES & SCHEDULES 14613.00 CML 12-12-2014 P-001 RED DAYTON INTERNATIONAL AIRPORT PHASE 1 - CANOPY RENOVATION 3600 TERMINAL DRIVE No. Revisions / Submissions Date PLUMBING INDEX OF DRAWINGS SHEET NUMBER SHEET NAME P-001 PLUMBING LEGEND, NOTES & SCHEDULES P-101 RESTROOM PLAN - NEW WORK 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 P-105 FLOOR & ROOF PLAN AREA "C" - NEW WORK P-501 PLUMBING DETAILS P-502 PLUMBING ISOMETRICS PD101 RESTROOM PLAN - DEMO PD102 FLOOR & ROOF PLAN AREA "A" - DEMO PD103 FLOOR & ROOF PLAN AREA "B" - DEMO PD104 FLOOR & ROOF PLAN AREA "C" - DEMO

P-001 · 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

  • Upload
    others

  • View
    3

  • Download
    0

Embed Size (px)

Citation preview

Page 1: P-001 · 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

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

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

2:5

7:33

PM

C:\_

Rev

it Lo

cal F

iles\

Day

ton

Can

opy\

0748

23_M

EP

_Lei

denh

eim

er_2

014.

rvt

2/2/20152:57:33 PM

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

Page 2: P-001 · 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

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

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

2:5

7:49

PM

C:\_

Rev

it Lo

cal F

iles\

Day

ton

Can

opy\

0748

23_M

EP

_Lei

denh

eim

er_2

014.

rvt

2/2/20152:57:49 PM

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.

Page 3: P-001 · 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

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

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

2:5

9:11

PM

C:\_

Rev

it Lo

cal F

iles\

Day

ton

Can

opy\

0748

23_M

EP

_Lei

denh

eim

er_2

014.

rvt

2/2/20152:59:11 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.

Page 4: P-001 · 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

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

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

3:0

2:03

PM

C:\_

Rev

it Lo

cal F

iles\

Day

ton

Can

opy\

0748

23_M

EP

_Lei

denh

eim

er_2

014.

rvt

2/2/20153:02:03 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.

Page 5: P-001 · 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

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

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

3:0

2:55

PM

C:\_

Rev

it Lo

cal F

iles\

Day

ton

Can

opy\

0748

23_M

EP

_Lei

denh

eim

er_2

014.

rvt

2/2/20153:02:55 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.

Page 6: P-001 · 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

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

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

3:0

7:52

PM

C:\_

Rev

it Lo

cal F

iles\

Day

ton

Can

opy\

0748

23_M

EP

_Lei

denh

eim

er_2

014.

rvt

2/2/20153:07:52 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.

Page 7: P-001 · 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

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

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

3:0

8:10

PM

C:\_

Rev

it Lo

cal F

iles\

Day

ton

Can

opy\

0748

23_M

EP

_Lei

denh

eim

er_2

014.

rvt

2/2/20153:08:10 PM

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

Page 8: P-001 · 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

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

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

3:0

8:40

PM

C:\_

Rev

it Lo

cal F

iles\

Day

ton

Can

opy\

0748

23_M

EP

_Lei

denh

eim

er_2

014.

rvt

2/2/20153:08:40 PM

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

Page 9: P-001 · 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

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

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

9:28

PM

C:\_

Rev

it Lo

cal F

iles\

Day

ton

Can

opy\

0748

23_M

EP

_Lei

denh

eim

er_2

014.

rvt

2/2/20153:09:28 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.

Page 10: P-001 · 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

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

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

3:1

3:02

PM

C:\_

Rev

it Lo

cal F

iles\

Day

ton

Can

opy\

0748

23_M

EP

_Lei

denh

eim

er_2

014.

rvt

2/2/20153:13:02 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

Page 11: P-001 · 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

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

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

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

Page 12: P-001 · 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

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