HomeMy WebLinkAboutP-600-PLUMBING-SCHEDULES-&-DETAILS-Rev.0,
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PLUMBING FIXTURE SCHEDULE
MARK iYPE MO�EL MIN. WASTE MIN. VENT MIN. CW MIN. HW REMARKS
OR EQUAL CONN. CONN. CONN. CONN.
WATER CLOSEf A�ERICAN SID __ CHURCH 255 SEAT NRN Z6000 W/ZERK-CPM BATT SENSOR 1.6 GPF FWSH VALVE
P� WALL HUNG 229.001 3 � � FLOO� RIM HEIGHi IS 15' WALL CARRIER
WATER CLOSEf q�,ERICAN STD CHl1RCH 255 SEAT
P-�H WqLL HUNG 3" �� 1" -- ZURN Z6000 W/ZERK-CPM BA1T SENSOR 1.6 GPF FLUSH VAWE
(H�CP.) 225].001 FLOOD RIM HEIGHT 18" WALL CARRIER
P-2 11RINAL AMERICAN SID p• �_��p�� ��• - ZURN Zfi003 W/ZERN-CPM BATf SENSOR 1.6 GPF FWSN VALVE
659�.001 FLOOD RIM HEIGHT 24"
P-2H URINAL AMERICAN SID p^ �_��p• �• - ZURN Z6003 W/ZERK-CPM BATf SENSOR 1.6 GPF FWSH VNLVE
(nocv.) es9o.00i F�000 aiM HeicHr ie"
P 3 IAVATORV AMERICAN SID WHITE CHINA UN�ERMOUM
UN�ERMOUM 0496221 ��� �-Vz" ��� ��� ZURN Z6915-XL BATf SENSOR FAUCEf
LAVATORY qMERICAN STD WHITE CHINA UNDERMOUNT
P-3H uNOEreMouNt 0496z21 �_��2• �_��a• ��z• ��z• zuaN zssi5-x� enn sENsoa FnucEr
(H�CP) OFFSET TRAP INSULKIT
ELECTRIC ELKAV
P-4H k'ATER COOLER EZSTLBLC �-���� �-��4� �/��� -- �RRIER PREE, SPLIi LEVEL, LIGHi GRNY,
oun� �EVE�
MOP SINK MUStEE 24"%24", Z843M1-RC FAUCEf
2. �_��2.. 3�Q. 3�q..
P-5 (PLOOR) 63M W/HANGER-HOSE HOLDER
FD_1 F�ooa zuRN __ __ __
DRAIN ZZN4152NHSB Z 5" BRONZE STRAWER. WITH TRAP SEAL PIPE CONNECTION
HB-1 ExTERioR zuRN __ __ 3/a" -- nuTo oaniN�FREEZE�Ess/nNTi-siaHON
HOSE BIBB Z1320-C%L
WATER HEATER SCHEDULE
MARK TYPE ROOM LOCAiION MODEL GALLON ECOVERY HEAiER DELTA "T" VOLT REMARKS
OR EQUAL CAPACITV GPH •F PHASE
WH-� STORAGE A.O. SMITH T&P VALVE, 3/4" HW/CW CONN.
(ounN a) E�Ec 3Ro. F�. �nN sp 21 a.s Kw(z) eo zao�i
ENL-30-9KW GALV. ORAIN PAN, TWS-1 EXPAN. TANK
AST IRON �OME
SINGLE PLY ROOF ��I���II ASTIRON BODY
ROOF INSULATION
UMP RECENER
RWF DECKING
NDERDECK CLAMP
P 00 TYPICAL ROOF DRAIN BODY DETAIL
GENERAL PLUMBING NOTES
1. CONTRACTOR SHALL WNTACT AND COORDINATE WITH ALL APPLICABLE UTILITIES.
2 CONTRACTOR SHALL VERIFY EXISTING WNDITIONS AND EXISTING UTILITY SERVICE LOCATIONS PRIOR TO
COMMENCING WORK. N011FY CON5IRUCTION MANAGER OF ANY INCONSISTENCIES WIiH iHE PLANS AND
3. PLUMBING AND PIPING SYSTEMS SHALL BE INSTALLED COMPLETE PER ALL APPLICABLE STATE AND LOCAL
CODES. ALL MATERIAL$ FlXTURES, DEVICES SHALL BE SUBMITTED FOR APPROVAL TO ADMINISTRATNE AUTHORITY
AND SHALL CONFORM TO APPLICABLE STANDARDS AND BE PREE FROM DEPECTS PER INTERNATIONAL PLUMBING CODE (IPC) 301.1.1.
TEST SYSTEM PER 2012 IPC SECTION 712.0
4. PROVIDE ALL RE�UIRED WASTE, VENi, FLEX CONNECTIONS, GUAGES, SHUi-OFF VALVES, UNIONS AS REOUIREO
FOR EACH FlXTl1RE TO MAKE A WORKING SYSTEM.
5. REFER TO ARCHITECTURAL AND SITE CIVIL DRAWINGS FOR EXACT LOCATIONS OF PIPING AND FlXTl1RES AND/OR
ADDITIONAL PWMBING �ETAILS. �0 NOi SCALE THESE ORAWINGS.
6. PIPE ROUPNG IS DIAGRAMATIQ CONTRACTOR SHALL MAKE ROUTING CHANGES AS REQUIRED TO
COORDINATE WITH OTHER TRADES.
7. ALL PIPE SRES SHOWN ON DRAWINGS OR SCHEDULED ARE MINIMUM SIZES.
8. OVERHEAD PIPING SHALL BE HELD TIGHT TO UNDERSIDE OF STRUCTURAL MEMBERS ExCEPT WHEN IN
CONFLICT WITH OTHER TRADES OR OTHERWISE NOTED ON THE PLANS.
9. UNDERSLAB SANITARY/STORM PIPING SHALL BE SCH. 40 PVC & PITCHED MINIMUM OF 1/8" PER FOOT.
ABOVE GRADE STORM/SANITARY/VENT PIPING SHALL BE SCH. 40 PVC PIPE WITH ARMAFLEX FLAME
SPREAD COVERING AS THEY PA55 THRU RETURN AIR PLENUMS. COMPLV WITH AN51/ASTM RE�UIREMENTS
WASTE, VENT, DRAIN PIPE SHALL COMPLY WITH IPC 701.0 TO 706.0 ANO TABLE 14.1.
�0. COMPLY WITH ALL ADA REQUIREMENTS.
11. PROVIDE WATER HAMMER ARRESTORS FOR EACH RESTROOM R%TURE GROUP UPSTREAM OF LAST R%TURE.
12. HOi AND COLD WATER PIPING ABOVE GRADE SHALL BE PER IPC 604.0 TO 609.0, AND iABLE 14.1
PIPING SIZED PER IPC 610.0 INSiALL PIPING 50 THAi iHE
ENTIRE SYSTEM CAN BE DRAWED.INSTALL CHROME ESCUTCHEON PLATES AT ALL WALL/CABMET PENETRATIONS
13. ALL HOT AND COLD WATER PIPING LOCATED ABOVE CBLINGS, ON PERIMETER AND INTERIOR WALLS, AND ExPOSED SHALL
BE INSULATED WITH RUBATEX. COLD WATER PIPE SIZE UP TO 7' THICKNESS 1/2". PIPE SIZE 25' AND LARGER THICKNESS 1".
HOT WATER PIPE SIZE UP TO 2" THICKNE55 1". PIPE SIZE 2.5" AND LARGER THICKNE55 1-1/2".
14. ALL WATER HEATERS SHALL COMPLY WITH IPC SECTION 501.0 TO 506.0 AND TABLE 14.1. AN51 Z21 TANK CONSTRUCTION
15. TESi WATER SYSTEM UNDER 150 PSIG COMPRESSED AIR PRESSURE FOR A MIN. OF 4 HOURS.
16. PROVIDE CLEANOUTS A1 EN�S OF ALL HORZ. RUNS AND AT BASE OF VERTICAL WASiE STACKS. CLEANOUiS SAME SIZE AS PIPE
THEY SERVE. PROVIDE SUITABLE WALL OR FLOOR QEANOUT AND COVER APPROPRIATE FOR THE SUBSTRATE
17. ALL PWMBING FlXTURES SHALL BE INSTALLEO PER STATE CODE AND IPC 402 ANO TABLE 4.1 FOR WATER CONSERVING RXTURES
AND FIiTINGS. ALL RXTURES SHALL COMPLY WITH IPC SECTION 401.0 TO 420.0 AND TABLE 14.1.
19. ALL STORM DRAW RRTURES, LEADERS AND PIPING SHALL BE SIZED AND INSTALLED PER STATE CODE AND IPC CHAPTER 11
AND TABLE 1L2.
19. ALL PUBLIC HAN� WASH SMK SHALL COMPLY WITH 2O12 IPC SECiION 416.5 10 HAVE 1HERMOSTAiIC MIXING �EVICE ON HOT WATER.
20. PROVIDE RUBBER WATERLE55 TRAP SEALER FOR ALL RESTROOM FLOOR DRAINS.
RELEASED FOR CONSTRl1CTI0N
Su6jec��o compliance with allregula�ions
of Sla�e antl Local Codes
City of Carmel
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TYPICAL RESTROOM SANITARY ISOMETRIC
�FD �I ;
�NC �I r . T ��'.'���.
ST FL � ' `�� I .
i��� .-1 I�,'� F I I�rF F.�'F:
SANITARY RISER ISOMETRIC
HOT WATER 105 F TO SINKS
3/4"
COLD WATER
EXP. TANK
5 cn� 3/4"
SUPPORT ON
WALL, NOT PIPE
3�4,. 3/4„ 3/4,.
T
- - 3/4„ I�I�
�/l�Fi
THERMOSTATIC MIXING VALVE
SYMMONS 7-200
GALVANIZED METAL DRIP PAN
� 3/4" DRAIN TO MOP
� ���
`�STEEL WALL BRACKET
TYPICAL 50 GAL WATER HEATER WH-1 DETAIL
n�tErtNntE �ocnnoN
FOR cw & nw suaa�v
DROPS. CW HEADER
FOR PWSH VALVES
SHALL BE THE SAME
SIZE AS CW SUPPLY
DROPS. CW HEADER
FOR NON-FWSH �
VALVES SHALL BE THE /
SAME SIZE AS THE � �
HW SUPPLY DROP.�/
SHOCK ABSORBER I I I��
HW
�, CW
PIPING ABOVE CEILING
FWSH VALVES, FULL SRE CW SUPPLY
HEADER THE SIZE OF CW SUPPLY DROP
6 OR 4" ROOF DRAIN
J.R. SMITH 1010-Y
� NON-FWSH VALVE FITfINGS. CW Sl1PPLV
HEA�ER THE SRE OF HW SUPPLV HEA�ER
�z TYPICAL WATER HEADER DETAIL
P6Po No $cale
6 OR 4" OVERFLOW DRAIN
J.R.SMITH 1080-Y
�oisr
PVC LEA�ER DOWN
SUPPORT BRACKET
CO TEE
W/FERNCO COUPLING
FINISH FLOOR �
FOUNDATION PAD
HOLD THIS DIMENSION
45 HIGH AS POSSIBLE
STORM TRUNK MAIN
P 00 TYPICAL ROOF DRAIN DETAIL
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Indla�n�pol�s,�N�46241
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Qlssuances:
Proj. No.:
Date: 1124119
A Sheet Name:
PLUMBING SCHEDULES &
DETAILS
_ P-600