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PLUMBING - ENLARGED PRESSURE AND GRAVITY PIPING - NEW WORK PLAN
SCALE: 114" = V-0"
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY COPRECTIONS
REQUIRED BY FIELD INSPECTORS T1f:RT
MAY BE NECESSARY IN ORD2R TO
COMIPLY WITH ALL APPLICABLE CODES.
NOTES
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NEW PIPING BELOW GRADE.
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GENERAL NOTE: VERIFY EXACT SERVICE, SIZE,
LOCATION, ETC. OF ALL PIPING AND SYSTEMS PRIOR
TO THE START OF CONSTRUCTION, AND MODIFY WORK
SHOWN AS REQUIRED BY FIELD CONDITIONS TO
ACCOMPLISH INTENT OF WORK SHOWN, SUBJECT TO
REVIEW BY ENGINEER.
QGENERAL
NOTE: CONTRACTOR SHALL VERIFY ALL
SPACE CONDITIONS, CEILING HEIGHTS AND
CONSTRUCTION BY ALL TRADES, ROUTING ELEVATIONS,
AND CONDITIONS WITH NEW CONSTRUCTION, AND
RELOCATE OR MODIFY ALL WORK AND RELOCATE
SYSTEMS WHETHER OR NOT SPECIFICALLY SHOWN, AS
REQUIRED TO ACCOMPLISH INTENT OF WORK SHOWN,
SUBJECT TO REVIEW BY ENGINEER.
---5 zs
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OGENERAL
NOTE: DO NOT CUT ANY BEAM, JOIST,
COLUMN, ETC., I.E. ANY STRUCTURAL MEMBER. VERIFY
ALL CONDITIONS, PRIOR TO START OF CONSTRUCTION,
TYPICAL THROUGHOUT JOB.
Os
TO NEW UTILITY SEWER LATERAL.Oz
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NEW Y4"O DOMESTIC COLD WATER GROUND 18" A.F.F.,
COORDINATE EXACT LOCATION WITH ELECTRICAL
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
"--i 25
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RISE TO UNDERSIDE OF ROOF STRUCTURE.
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Y4"O P&T RELIEF PIPING, TURN DOWN AND DISCHARGE
INTO AUXILIARY DRAIN PAN. t3
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DROP TO 9" ABOVE FLOOR.
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GENERAL NOTE: SEAL ALL BUILDING PENETRATIONS
WEATHER TIGHT (TYPICAL THROUGHOUT JOB).
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RISE TO 24" MINIMUM ABOVE GRADE.
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PIPING ABOVE FLOOR IN PARTITION.
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SEE DETAILS ON SHEET P-2 AND P=3.
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PIPING ABOVE CEILING.
is
PIPING BELOW FLOOR.
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EWH-1: ON SHELF TIGHT TO STRUCTURE ABOVE, (TOP
OF HEATER 12" BELOW CEILING, CONTRACTOR SHALL
COORDINATE SHELF LOCATION AND SIZE, SEE DETAIL. to
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TURN DOWN AND DISCHARGE 6" ABOVE FINISHED
GRADE.
to GOOSENECK RELIEF, TERMINATE 12" ABOVE FINISHED
GRADE WITH STAINLESS STEEL SCREEN, SURROUND
PIPING ALL AROUND WITH 6" THICK CONCRETE SLAB
WITH CHAMFERED EDGES — WITH 6x6-10/10 WWF
REINFORCEMENT — 12" BEYOND GOOSENECK IN ALL
DIRECTIONS.
is NEW AIR HANDLING UNIT (SEE AIR CONDITIONING
DRAWINGS).
zo DROP TO BELOW FLOOR.
2t ;Y4"O TRAP, ADAPT TO UNIT CONNECTION SIZE. t3
O SLOPE AT 1/4" PER FOOT IF POSSIBLE (IA" PER FOOT
MINIMUM).
O PIPING BELOW GRADE.
z4 4"0 SANITARY WASTE BELOW GRADE TO NEW
SANITARY SYSTEM, SEE CIVIL sa
25 FOR CONTINUATION, SEE SHEET P-04.
2s 270 CONDENSATE BELOW GRADE TO SITE STORM
WATER SYSTEM, SEE CIVIL DRAWINGS. s3
v NEW SERVICE FROM SITE WATER MAIN. sa
za BY PLUMBING CONTRACTOR BEYOND THIS POINT.
zs BY SITE UTILITIES CONTRACTOR BEYOND THIS POINT.
Q PIPING TIGHT TO ROOF STRUCTURE ABOVE.
at DISCHARGE PAN DRAIN TO MOP SINK. to
az SUPPLIED BY OTHERS, COORDINATED AND CONNECTED
BY PLUMBING CONTRACTOR.
O FOR CONTINUATION, SEE CIVIL DRAWINGS.
SCANNED
BY
St Lucie COUI1ftj
/U Y -U/dJ
T. LUOfE COUNTY
BUILDING DIVISION
REVIEW
FOR COM E
REVIEWED By
DATE Ab /�
PLANNA D RMI�EITT -
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
JUN 01 2018
ST. LuCle County, Permitting
CARDINAL ENGINEERING ASSOCIATES, INC.
PE# 78477 CA# 31555 info@CEAengineers.com
540 NW UNIVERSITY BLVD, #206
PORT ST LUCIE T.561.746.6343
FLORIDA, 34986 F.561.746.3602
THESE DRAVN ARE NOT VALID FOR ANY PURPOSE WHICH REQUIRES THE ORIGINAL SIGNATURE
AND THE ENGINEER UNLESS THE ORIGINAL SIGNATURE AND SEAL ARE AFFIXED.
DRAYMN SIGNED AND SEALED BY THE ENGINEER SHALL NOT BE SUBMITTED TO ANY
AUTHORITY ORkOW FOR ANY PURPOSE WHERE SIGNED AND SEALED DOCUMENTS ARE REQUIRED.
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Job #: 17.001
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UVISIOflS:
ll/30/17 ADDENDUM #1
Q 04/25/18 ADDENDUM #2
P-05
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