HomeMy WebLinkAboutP100-PlumbingPlanWCA
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: 03�20�20
PLUMBING PLAN — DOMESTIC
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IXISTING SANITARY MAM -
VERIFY EXACT LOCATION IN
THE FIELD. SEE ARCHITEQ
DR4WING AI.I
PLUMBING PLAN — SANITARY
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OGODED NOTES:
I FLOOR MOUNTED WATER HEATER. REFER TO SCHEDULE ON SHEET P5.1 FOR ADDITIONAL
INFORMATION.
2 CONNECT NEW SANITARY PIPE INTO THE EXISTIN6 SANITARY MAIN. FIELD VERIFY EXACT
LOLATION OF EXISTING MAIN PRIOR TO BIDDING. INSTALL LLEAN OUT AT LONNELTION TO MAIN.
REFER TO STACK DIAGRAM AND PLUMBIN6 SPEQFICATIONS FOR FURTHER INFORMATION.
3 CONNECT NEW COLD WATER PIPE INTO EXISTIN6 DOMESiIC COLD WATER AT EXISTIN6 WATER
METER LOCATION. RELD VERIFY IXAGT LOCATION OF COLD WATER MAIN BEFORE STARTING
WORK. PROVIDE SUe-METER AND/OR BAGKFLOW PREVENTER WHERE REQUIRED BY LOCAL CODE
OR UTILITY LOMPAN7. ALL CONNECilONS TO THE DOMESiIC COLD WATER S75TEM MUST BE
DONE IN COfiPLIANCE WITH THE LOCAL CODES.
4 SPRINKLER CONTRACTOR TO MODIFY EXISTING SPRINKLER SYSTEM FOR NEW BUILDIN6 LA70UT.
CONTRACTOR SHALL REUSE AS MUCH AS POSSIBLE FROM THE EXISTING SPRINKLER SYSTEM
AND ALARM SYSTEM. FIRE PROTELTION CONTRACTOR TO DETERMINE ACTUAL AMWNT AND
LOGATION OF HEADS. FIRE PROTEGTION WATER SERVICE SIZE TO BE DETERMINED 07 FIRE
PROTECTION CONTR4CTOR 8Y HYDRAULIC CALLULATIONS PRIOR TO START OF WORK AS
REGIUUIRED. VERIF7 EXACT REOUIREMENTS PRIOR TO START OF WORK. IXISTING EQUIPMENT
TO BE REUSED IF IT MEETS GURRENT LODE REOUIREMENTS (FlELD VERIF7). SPRINKLER
CONTRACTOR IS RESPONSIBLE FOR RAISING MAINS AND/OR BRANLH PIPES IF S75TEM IS T00
LOW. COORDINATE HEIGHTS WITH DSW.
5 ALL PLUMBIN6 FIXTURES SHALL BE INSTALLED WITH STOPS OR VALVES TO ISOLATE EALH
FIXTURE.
6 IXTEND NEW VENT THRU RCOF. ALL ROOF NTTING AND PATCHING SHALL BE DONE BY THE
GENERAL CONTR4CTOR. COORDINATE LOCATION OF ROOF PENETRATION WITH THE OTHER RCOF
EOUIPMENT/PIPES, ETC,
7 PROVIDE COMMERCIAL WASHER AND ELECTRIC DRYER SIMILAR TO WASHER WHIRLPOOL MODEL
CHW9060AW-27" AND DR7ER WHIRLPOOL MODEL CED90GOAW, 240V, 56 KW. PROVIDE A GU7
GRA7 BOX FOR PIPIN6 CANNECTIONS.
8 MOUNT SUB-METER AT EYE LEVEL IN EMPLOYEE WORK ROOM/DSW UTILITY ROOM. CAORDINATE
WITH DSW PM.
9
GENERAL NOTES:
I. IF A BUILDING HAS FIRE RATED INTERIOR PARTITIONS, ALL PIPE PENETR4TION5 THRU R4TED
PARTITIONS ARE TO BE PROPERLY SEALED WITH FIRE STOPPING TO MEET APPLICABLE U.L.
PARTITION LISTINGS AND DETAILS.
2. UNLE55 OTHERWISE SPEQFIED, CANTRACTOR SHALL PROVIDE ALL NECESSARY EGNIIPMENT,
MATERIAL, LABOR AND SUPERVISION, AND PERMITS NECESSARY TO COMPLETE THE PLUMBING
WORK IN ACCORDANCE WITH THE SPEGFICATIONS AND STANDARDS.
3. ALL MATERIAL SHALL BE NEW AND OF CAMMERQAL GRADE, AND BEAR UNDERWRITER'S
LABORATORIES AND UNION LABELS WNERE SUCH LABELING APPLIES.
4. PLUMBING CONTRAQOR TO FIELD VERIFY SIAPE AND ELEVATION OF EXISTING SEWER PRIOR
TO ANY NEW PWMBING INSTALLATION.
5. PLUMBING CANTRACTOR MUST VI51T THE JOBSITE TO BECOME FAMILIAR WITH MAJOR ITEMS
SUCH AS STRUQURAL ELEMENTS AND OTNER IXISTING JOB CONDITIONS THAT MAY AFFECT
THE WORK. ADDITIONALLY, PLUMBING CONTRAGTOR SNALL VERIFY IXACT LCCATIONS AND
DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER PIPES, ETC.
b. SPRINKLER CONTRACTOR SHALL MODIFY SPRINKLER SYSTEM FOR NEW TENANT LAYOUT. RUN
HYDRAULIC CALCULATIONS AS REQUIRED. SEE SPEQFICATIONS. DESIGN NEW LAYOUT TO MEET
NFPA 13 AND LOCAL AUTHORITY HAVING JURISDICTION AND LANDLORD'S REQUIREMENTS.
7. IF BACKFIAW PREVENTER IS EXISTING, G.C. IS TO TEST AND CERTIFY THE DEVICE AND
PROVIDE CERTIFICATION TO DSW.
B. SAWCUT FLOOR AS REQUIRED FOR ALL SANITARY AND DOMESTIC WATER PIPING INSTALLED
BELOW THE SLAO. FIELD VERIFY THE EXISTING CONDITIONS. SEE SLAB SAW CUTTING NOTES ON
SHEET A2.1
q. AFTER INSTALLATION OF NEW SANITARY PIPES AND BEFORE THE INSTALLATION OF NEW
FIXTURES, SEWER PIPE CLEANING SNALL BE PERFORMED BY THE GC. THE INTENT OF THE
SEWER PIPE GLEANING IS TO REMOVE FOREIGN MATERIALS FROM THE PIPES AND RESTORE
ANY E%ISTING SEWER PIPES BACK TO TNE LANDLORDS MAIN TO A MINIMUM OF 95% OF THE
ORIGINAL GARRYING GAPAGITY. TNE DESIGNATED SEWER SECTIONS SHALL BE CLEANED USING
HYDRAULIGALLY PROPELLED, NIGH-VELOCITY JET, OR MECNANICALLY POWERED EQUIPMENT.
SELEGTION OF TNE EOUIPMENT USED SNALL BE BASED ON THE CANDITIONS OF PIPES AT THE
TIME TNE WORK CAMMENCES. THE EOUIPMENT SHALL BE CAPABLE OF REMOVING DIRT,
GREASE, RaKS, SAND, AND OTHER MATERIALS AND OBSTRUCTIONS FROM THE SEWER PIPES.
IF CLEANING OF AN ENTIRE SECTION CANNOT BE SUCCESSFULLY PERFORMED FROM ONE
CLEANOUT OR TERMINATION POINT, THE EOUIPMENT SHALL BE SET UP ON THE OTHER END
AND CLEANING AGAIN ATTEMPTED.IF, AGAIN, SUCCESSFUL CLEANING CANNOT BE PERFORMED
OR THE EOUIPMENT FAILS TO TR4VERSE TNE ENTIRE SECTION, IT WILL BE ASSUMED TNAT A
MAJOR BLCCKAGE EXISTS AND THE OWNER'S CONSTRUCTION MANAGER SHALL BE NOTIFIED.
10. ALL DOMESTIC WATER PIPES ARE TO BE MSULATED. SEE SHEET Pbl, SECTION 15350
INSULATION PARAGRAPH B.
II. PLUMBING CANTRACTOR IS RESPONSIBLE TO AVOID INTERFERENCE WITH ANY AND ALL
LIGHTING BLCCKING OR ACCESSORIES AS MAY BE NECESSARY.
12. IF LCCATION HAS AN EXISTING LAY-IN CEILING TO BE REMOVED AND A NEW CEILING IS NOT
INSTALLED, SPRINKLER CONTR4CTOR SHALL WCWDE COSTS TO MODIFY BR4NCHE5 AND MAMS
AS REQUIRED TO ACCOMMODATE LCCAL CADES AND STORE DESIGN INTENT.
13. ALL RCOF PENETRATIONS ARE TO BE CCORDINATED WITN TNE LANDLORD.
FIELD VERIFY ALL CONDITIONS
OF CANTRACT TO MSPEQ E%ISTING FlELD CONDITIONS. TNIS CONTRACT SHALL INCLUDE ALL LABOR AND
MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTWG CONDITIONS.
THE CONTRACTOR SHALL CONTACT THE ARCNITECT, ENGWEER OR OWNER PRIOR TO BIDDING FOR
INTERPRETATIONS AND CLARIFICATIONS OF TNE DESIGN AND WCWDE IN HIS BID ALL COSTS TO MEET TNE
DESIGN INTENT. CLARIFICATIONS MADE BY TNE ARCNITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE
FINAL AND SVIALL BE IMPLEMENTED AT CONTRACTORS COST.
BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL
INCLUDE IN THEIR BIDS THE CA5T5 FOR ALL WORK INSTALLED IN STRICT ACLORDANCE WITH GOVERNING
CADES, TNE PLANS AND SPEQFICATIONS NOT WITNSTANDING. TNE GONTRACTOR SHALL ALERT ARGNITECT,
ENGINEER OR OWNER OF ANY APPARENT DISCREPANQES BETWEEN GOVERNING CODES AND DESIGN INTENT.
IF WATEk PRESSURE IS 65 P51 OR ABOVE THE PRESSURE REDUGING VALVE ASSEMBLY SHALL BE A"WATTS"
SERIES ttU5 SET AT 60 LBS. DELNERY PRESSURE UNLE55 OTHERWISE NOTED. COORDINATE WITH ENGINEER
PRIOR TO WORK.
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ENG JOB # 19-41-215 s
DRAWING NUMBER:
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