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PROJECT NOTES LEGEND AND ABBREVIATIONSPLUMBING SPECIFICATIONS
<br />IDENTIFICATION SYMBOLS
<br />PART 1 - GENERAL:
<br />1.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR, EQUIPMENT,
<br />APPURTENANCES, AND OTHER CONTRACTUAL EXPENSES REQUIRED FOR
<br />THE COMPLETE INSTALLATION OF THE PLUMBING WORK TO THE
<br />SATISFACTION OF THE OWNER, ENGINEER, AND ARCHITECT.
<br />2.ALL ROOF MOUNTED EQUIPMENT WEIGHING OVER 500 LBS REQUIRES
<br />BUILDING AND STRUCTURAL PLAN CHECK APPROVAL. VERIFY EQUIPMENT
<br />SIZE, LOCATION, WEIGHT, AND ROOF OPENING WITH STRUCTURAL
<br />ENGINEER.
<br />3.THE PLUMBING WORK SHALL COMPLY WITH AND BE INSTALLED IN
<br />ACCORDANCE WITH ALL LEGALLY CONSTITUTED AUTHORITIES AND CODES
<br />HAVING JURISDICTION. ALL FIXTURES IN ACCESSIBLE (ADA) RESTROOMS
<br />SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
<br />STATE OF CALIFORNIA HANDICAP CODE, FEDERAL AND LOCAL HANDICAP
<br />CODES HAVING JURISDICTION.
<br />4.THE CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT, APPARATUS,
<br />ACCESSORIES (I.E., THE ENTIRE INSTALLATION) AS FURNISHED BY HIM FOR A
<br />PERIOD OF ONE YEAR. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY
<br />ITEM WHICH MAY PROVE DEFECTIVE WITHIN ONE (1) YEAR FROM THE DATE
<br />THE APPARATUS IS ACCEPTED AND PLACED IN OPERATION WITHOUT ANY
<br />ADDITIONAL COST TO THE OWNER.
<br />5.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES,
<br />AND INSPECTIONS REQUIRED TO COMPLETE THE PLUMBING WORK.
<br />6.THE DRAWING INDICATES IN DIAGRAMMATIC FORM ARRANGEMENTS
<br />DESIRED FOR PRINCIPAL APPARATUS, PIPING, ETC., AND SHALL BE
<br />FOLLOWED AS CLOSELY AS POSSIBLE. SCALED AND FIGURED DIMENSIONS
<br />ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATE PURPOSES ONLY.
<br />BEFORE PROCEEDING WITH ANY WORK, CHECK AND VERIFY EXISTING
<br />CONDITIONS, DIMENSIONS, SIZES AND ASSUME FULL RESPONSIBILITY FOR
<br />FITTING-IN OF EQUIPMENT AND MATERIALS, (INCLUDING PROVISION FOR
<br />OFFSETS, BENDS, ELBOWS, ETC.).
<br />7.BEFORE SUBMITTING BIDS FOR THE WORK, THE CONTRACTOR SHALL MAKE
<br />A THOROUGH FIELD SURVEY OF THE WORK TO DETERMINE ANY EXISTING
<br />INTERFERENCES THAT MAY AFFECT THE INSTALLATION OF THE WORK. BY
<br />THE ACT OF SUBMITTING A BID, THE CONTRACTOR IS DEEMED TO HAVE
<br />MADE FIELD SURVEY AND HAS ACCEPTED THE EXISTING CONDITIONS THAT
<br />MAY AFFECT HIS WORK. APPOINTMENTS FOR FIELD SURVEY SHALL BE MADE
<br />THROUGH THE OWNER.
<br />8.SHOP DRAWINGS AND MATERIAL LISTS SHALL BE SUBMITTED TO THE
<br />ENGINEER AND OWNER FOR REVIEW AT LEAST THIRTY (30) DAYS PRIOR TO
<br />THE START OF ANY WORK. NO WORK INDICATED ON ANY OF THE PLANS OR
<br />SHOP DRAWINGS SHALL BE PERFORMED, UNTIL THE SHOP DRAWINGS HAVE
<br />BEEN REVIEWED BY THE ENGINEER AND OWNER.
<br />9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, TRENCHING,
<br />BACKFILLING AND PATCHING TO COMPLETE THE INSTALLATION OF THE
<br />PLUMBING WORK. ALL EXPOSED FINISHED AREAS THAT ARE DAMAGED AS A
<br />RESULT OF THIS WORK SHALL BE REPAIRED TO MATCH THE EXISTING
<br />CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.
<br />10.VERIFY SIZES AND LOCATIONS OF ALL OPENINGS OR HOLES, SAWCUT OR
<br />CORE DRILLED THROUGH EXISTING BUILDING STRUCTURE WITH
<br />STRUCTURAL ENGINEER. THE CONTRACTOR SHALL CONSIDER ALL
<br />CONCRETE ROOF OR FLOOR SLABS TO BE PRESTRESSED CONCRETE
<br />CONSTRUCTION UNLESS OTHERWISE NOTED. SUCH ROOF OR FLOOR SLABS
<br />MAY BE REQUIRED TO BE X-RAYED OR OTHERWISE VERIFIED BY
<br />STRUCTURAL ENGINEER BEFORE ANY SAWCUTTING OR CORE DRILLING IS
<br />PERFORMED. THE PLUMBING DRAWINGS ONLY INDICATE IN DIAGRAMATIC
<br />FORM THE APPROXIMATE SIZE AND LOCATION OF OPENINGS OR HOLES TO
<br />BE MADE IN BUILDING STRUCTURE TO PROVIDE FOR EQUIPMENT AND
<br />PIPING. THE ACTUAL SIZE AND LOCATION OF OPENINGS OR HOLES TO BE
<br />MADE IN BUILDING STRUCTURE SHALL CONFORM TO THE STRUCTURAL
<br />ENGINEER'S REQUIREMENTS WITHOUT EXCEPTION.
<br />11.ALL CONSTRUCTION SITES SHALL BE PROPERLY PROTECTED WITH
<br />BARRICADES, WARNING FLAGS, FENCING, AND LIGHTS AS REQUIRED BY
<br />CODE AND THE OWNER'S SECURITY DEPARTMENT. PROVIDE SHORING,
<br />BRACING, AND ACCESS LADDERS AS REQUIRED BY CODE. TAKE EXTRA
<br />CARE TO INSTRUCT ALL PERSONNEL ON SAFETY PROCEDURES. TAKE CARE
<br />TO AVOID DAMAGE TO ADJACENT PIPING AND ELECTRIC SERVICES.
<br />12.ALL UTILITY SHUT-DOWNS SHALL BE SCHEDULED AT LEAST TWO (2) DAYS IN
<br />ADVANCE THROUGH THE OWNER. PROVIDE CONTINUOUS "FIRE WATCH
<br />GUARD" TO ALL AREAS AFFECTED BY SHUT-DOWN OF ANY FIRE PROTECTION
<br />WATER SERVICE. THE CONTRACTOR'S OPERATION SHALL CAUSE NO
<br />UNNECESSARY INCONVENIENCE TO THE OWNER'S PREMISES. THE ACCESS
<br />RIGHTS TO THE PUBLIC SHALL BE CONSIDERED AT ALL TIME
<br />13.THE CONTRACTOR SHALL SUBMIT TWO (2) COMPLETE SETS OF AS-BUILT
<br />DRAWINGS, AND OPERATIONAL AND MAINTENANCE MANUALS TO THE
<br />OWNER AS PERMANENT RECORDS WITHIN THIRTY (30) DAYS OF THE
<br />SUCCESSFUL COMPLETION OF THE WORK.
<br />1.ALL FIXTURES, EQUIPMENT, PIPING, AND MATERIAL SHALL BE LISTED
<br />2.ALL PLUMBING FIXTURES SHALL MEET THE FLOW REQUIREMENTS SPECIFIED
<br />IN THE CALIFORNIA PLUMBING CODE.
<br />3.ALL FAUCETS IN PUBLIC RESTROOMS SHALL BE SELF-CLOSING OR
<br />SELF-CLOSING METERING FAUCET.
<br />4.PUBLIC LAVATORIES SHALL HAVE CONTROLS TO LIMIT THE WATER
<br />TEMPERATURE TO 105°F.
<br />5.WATER PIPE AND FITTING WITH A LEAD CONTENT WHICH EXCEEDS 0.25%
<br />SHALL BE PROHIBITED IN SYSTEMS CONVEYING POTABLE WATER.
<br />6.REQUEST STRUCTURAL ENGINEER APPROVAL WHEN PIPE PENETRATES
<br />THROUGH JOISTS. PRIOR TO ANY WORK.
<br />NOTE TO ALL BIDDERS,:THE PROJECT IS NOT READY TO ISSUE (RTI).
<br />SOME ITEMS ARE SUBJECT TO CHANGE TO PLANCHECK COMMENTS AND
<br />CONTINUING COORDINATION.
<br />PIPE INSULATION
<br />PLUMBING SCOPE OF WORK
<br />PART 2 - EXECUTION:
<br />1.PROVIDE PIPE HANGERS TO SUPPORT PIPING. PIPE HANGER CONSTRUCTION,
<br />MATERIALS, ATTACHMENT TO THE STRUCTURE, AND OVERALL INSTALLATION
<br />SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE, IAPMO, AND SMACNA
<br />"GUIDELINES FOR THE RESTRAINT OF MECHANICAL SYSTEMS AND PLUMBING
<br />PIPING SYSTEMS".
<br />2.FIXTURES AND PIPING SHALL BE INSTALLED TO RUN PARALLEL OR
<br />PERPENDICULAR TO THE BUILDING STRUCTURE AND SHALL BE TO FORM NEAT
<br />SYMMETRICAL PATTERNS TO ASSURE THE BEST POSSIBLE APPEARANCE.
<br />HANGERS ON PARALLEL ADJACENT SERVICE LINES SHALL BE IN LINE WITH
<br />EACH OTHER AND PARALLEL TO THE LINES OF THE BUILDING STRUCTURE.
<br />ALL PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE ONLY, NO
<br />PIPING SHALL BE SUPPORTED FROM OTHER PIPING OR AIR CONDITIONING
<br />DUCTWORK. C-CLAMPS ARE NOT ACCEPTABLE FOR ATTACHING HANGER
<br />RODS TO STRUCTURAL STEEL.
<br />3.PROVIDE SNAP-OVER-PIPE PIPING IDENTIFICATION MARKERS TO IDENTIFY CW,
<br />HW, 140F HW, GAS PIPING BY SETON. WASTE AND VENT, AND DRAIN PIPING
<br />IDENTIFICATION IS NOT REQUIRED. SELF ADHESIVE TAPE MARKERS ARE NOT
<br />ACCEPTABLE.
<br />4.PROVIDE SIGNAGE FOR SAFETY HAZARDS OR EMERGENCY SHUT-OFF VALVES.
<br />ALL SIGNAGE SHALL BE IN ACCORDANCE WITH CAL-OSHA, FIRE DEPARTMENT,
<br />AND ALL OTHER CODE ENFORCEMENT AGENCIES. SELF ADHESIVE TAPE
<br />MARKERS ARE NOT ACCEPTABLE.
<br />5.PIPING AND COMPONENTS SHALL BE SPACED SO THAT A THREADED PIPE
<br />FITTING MAY BE REMOVED BETWEEN ADJACENT PIPES. NOT LESS THAN
<br />1/2-INCH OF CLEAR SPACE SHALL EXIST BETWEEN THE FINISHED SURFACE
<br />AND OTHER WORK, AND BETWEEN FINISHED SURFACE OF PARALLEL
<br />ADJACENT PIPING.
<br />6.PIPE ENDS SHALL BE REAMED BEFORE JOINT CONNECTIONS ARE MADE.
<br />SCREWED JOINTS SHALL BE MADE UP WITH TFE JOINT COMPOUND OR TEFLON
<br />TAPE. NOT MORE THAN THREE THREADS SHALL SHOW AFTER THE JOINT IS
<br />MADE UP. JOINT COMPOUND OR TAPE SHALL BE APPLIED TO THE MALE
<br />THREADS ONLY. TAKE CARE TO PREVENT JOINT COMPOUND FROM REACHING
<br />THE INTERIOR OF THE PIPE.
<br />7.ESCUTCHEONS SHALL BE PROVIDED AT ALL PENETRATIONS INTO FINISHED
<br />AREAS. WHERE FINISHED AREAS ARE SEPARATED BY PARTITIONS,
<br />ESCUTCHEONS SHALL BE PROVIDED ON BOTH SIDES OF THE PARTITION. FOR
<br />INSULATED PIPES, THE ESCUTCHEONS SHALL BE LARGE ENOUGH TO FIT
<br />AROUND THE INSULATION.ALL ESCUTCHEONS SHALL BE FIRMLY ANCHORED
<br />WITH SETSCREWS.
<br />8.ALL HOT WATER PIPING SUBJECT TO EXPANSION AND CONTRACTION BE
<br />INSTALLED WITH EXPANSION LOOPS, SWING JOINTS, OR APPROVED METHODS
<br />OR DEVICES. BRANCH LINES FROM TO EXPANSION OR CONTRACTION SHALL
<br />HAVE A SWING JOINT AT THE CONNECTION TO THE MAIN. ALL LINES SUBJECT
<br />TO EXPANSION AND CONTRACTION SHALL BE PROVIDED WITH ANCHORS TO
<br />RESTRICT MOVEMENT, EXCEPT IN THE DESIRED DIRECTION.
<br />9.TEST ALL HOT AND COLD WATER PIPING HYDROSTATICALLY AT 125 PSI FOR
<br />8-HOURS WITH NO LOSS OF PRESSURE. TEST DRAINAGE AND VENT PIPING
<br />HYDROSTATICALLY BY TIGHTLY CLOSING ALL OPENINGS AND APPLYING A
<br />10-FOOT HEAD OF WATER PRESSURE FOR 2-HOURS, MEASURED AT THE
<br />HIGHEST POINT OF THE VENT SYSTEM. RESEAL AND RETEST ALL PIPING
<br />SYSTEM UNTIL THEY PASS.
<br />10.AT THE COMPLETION OF THE WORK, ALL PARTS OF THE INSTALLATION SHALL
<br />BE THOROUGHLY CLEANED. ALL FIXTURES, VALVES, PIPES, AND FITTINGS
<br />SHALL BE CLEANED OF GREASE, METAL CUTTINGS, SLUDGE, AND OTHER
<br />DEBRIS THAT MAY HAVE ACCUMULATED DURING INSTALLATION. ALL WATER
<br />PIPING SHALL BE STERILIZED WITH A SOLUTION OF CHLORINE AND WATER.
<br />THE SOLUTION SHALL NOT CONTAIN LESS THAN 50 PARTS PER MILLION OF
<br />AVAILABLE CHLORINE. THE SOLUTION SHALL BE HELD FOR NOT LESS THAN
<br />8-HOURS. AFTER SUCCESSFUL STERILIZATION, THE SHALL BE REPEATEDLY
<br />FLUSHED WITH WATER UNTIL ALL TRACES OF CHLORINE TASTE AND ODOR
<br />HAVE BEEN REMOVED.
<br />11.AFTER TESTS HAVE BEEN COMPLETED AND SURFACES CLEANED, INSULATION
<br />SHALL BE APPLIED ON HOT WATER PIPING, EXCEPT FOR CHROME PLATED
<br />BRASS OR OTHER HOT WATER EXPOSED SUPPLIES TO FIXTURES.
<br />12.EXPOSED HOT AND DRAIN PIPING BELOW HANDICAPPED LAVATORIES AND
<br />SINKS SHALL BE WRAPPED WITH TRUEBRO HANDI LAV-GUARD # 102W OR
<br />APPROVED EQUAL.
<br />13.VENT THROUGH ROOF SHALL TERMINATE VERTICALLY NOT LESS THAN 1-FOOT
<br />FROM ANY VERTICAL SURFACE AND NOT LESS THAN 10-FEET HORIZONTALLY
<br />OR AT LEAST 3-FEET ABOVE ANY WINDOW, DOOR,
<br />14.ALL PENETRATIONS OF FIRE RATED ASSEMBLES SHALL BE IN CONFORMANCE
<br />WITH CBC CHAPTER 7 REQUIREMENTS SUCH THAT THE INTEGRITY OF THE
<br />ASSEMBLY IS MAINTAINED FOR FIRE AND ACOUSTICAL RATING.
<br />15.ABS AND PVC PIPING EXPOSED TO SUNLIGHT SHALL BE PROTECTED BY
<br />WATER-BASED SYNTHETIC LATEX PAINTS. (CPC 906.1)
<br />16.SUSPENDED PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED
<br />THOSE SHOWN IN TABLE 313.3. 2022 CPC SEC.313.3.
<br />17.ALL SANITARY WASTE PIPING MUST BE AT LEAST 2% SLOPE.
<br />1.PLUMBING FIXTURES SHALL BE AS SCHEDULED ON PLANS.
<br />2.PIPING SHALL BE PROVIDED AS FOLLOWS:
<br />A.0 WASTE - CAST IRON
<br />A.1 UNDER GROUND WASTE - SCHEDULE 40
<br />B. VENT - CAST IRON
<br />C. COND.DRAIN - CPVC, SCHEDULE 80 (CORZAN)
<br />D.HOT AND COLD WATER ABOVE/BELOW GROUND - COPPER TYPE 'L'
<br />E. ESCUTCHEONS SHALL BE CHROME PLATED BRASS OR STAINLESS
<br />STEEL.
<br />F. WATER ANGLE STOPS SHALL BE CHROME PLATED BRASS BODY
<br />WITH NON-REMOVABLE KEY BY BRASS CRAFT.
<br />G.GAS - STANDARD WEIGHT SCHEDULE 40 WROUGHT IRON OR STEEL
<br />(GALVANIZED OR BLACK) PIPE.
<br />A.THE FIRST 5 FEET OF HOT AND COLD WATER PIPES FROM THE WATER
<br />HEATER SHALL BE INSULATED WITH APPROVED INSULATION.
<br />B.ALL HOT WATER PIPES 3/4" OR LARGER REQUIRES FULL AND
<br />CONTINUOUS PIPE INSULATION. SECTION150.0(J)2AI AND SECTION
<br />150.0(J)4.
<br />C.ALL HOT WATER PIPING BETWEEN THE HEAT SOURCE TO THE KITCHEN
<br />FIXTURES. CECSTDS AND CALGREEN.
<br />PROVIDE 2" INSULATION ON THE FOLLOWING LOCATIONS (TITLE 24, 120.3):
<br />A.RECIRCULATING SYSTEM PIPING, INCLUDING THE SUPPLY AND RETURN
<br />PIPING TO THE WATER HEATER.
<br />B.THE FIRST 8 FT OF HOT AND COLD OUTLET PPING INCLUDING PIPING
<br />BETWEEN A STORAGE TANK AND A HEAT TRAP, FOR A
<br />NONRECIRCULATING STORAGE SYSTEM.
<br />C.PIPES THAT ARE EXTERNALLY HEATED.
<br />HOT WATER PIPING INSULATION LIST:
<br />PIPE SIZE, INCHES INSULATION THICKNESS
<br />1/2" AND 3/4"1"
<br />1" THRU 1-1/2" 1-1/2"
<br />2" AND LARGER 2"
<br />PIPE MATERIALS
<br />SYMBOL ABBREVIATION DESCRIPTION
<br />P.O.C.POINT OF CONNECTION
<br />CFH
<br />VTR
<br />DTF
<br />DTR
<br />UTR
<br />OD
<br />BOT
<br />CONC
<br />DN
<br />BEL
<br />ABV
<br />FS
<br />FD
<br />(N)
<br />TDL
<br />WHA
<br />RI & C
<br />WH
<br />OPG
<br />TYP
<br />FU
<br />IE
<br />GPM
<br />CLG
<br />BWV
<br />CUBIC FEET PER HOUR
<br />VENT UP THRU ROOF
<br />DOWN THRU FLOOR
<br />DOWN THRU ROOF
<br />UP THRU ROOF
<br />OVERFLOW DRAIN
<br />BOTTOM
<br />CONCRETE
<br />DOWN
<br />BELOW
<br />ABOVE
<br />FLOOR SINK, 1/2 GRATE, 3/4 GRATE
<br />FLOOR DRAIN
<br />NEW
<br />TOTAL DEVELOPED LENGTH
<br />WATER HAMMER ARRESTOR
<br />ROUGH IN AND CONNECT
<br />WATER HEATER
<br />OPENING
<br />TYPICAL
<br />FIXTURE UNIT
<br />INVERT ELEVATION
<br />GALLONS PER MINUTE
<br />CEILING
<br />BACKWATER VALVE
<br />ED EMERGENCY DRAIN
<br />WH
<br />-
<br />EQUIPMENT TAG
<br />EQUIPMENT TAG
<br />NUMBER
<br />G
<br />COLD WATER
<br />HOT WATER SUPPLY
<br />FILTERED WATER
<br />VENT
<br />WASTE & STORM DRAIN BELOW FLOOR
<br />WASTE & STORM DRAIN ABOVE FLOOR
<br />NATURAL GAS
<br />SHUT-OFF VALVE
<br />BALANCING VALVE
<br />CLEAN OUT
<br />FLOOR CLEAN OUT
<br />WALL CLEAN OUT
<br />CAP
<br />UNION
<br />RELIEF VALVE
<br />PIPING ELBOW UP
<br />PIPING ELBOW DOWN
<br />CHECK VALVE
<br />GAS COCK
<br />BALL VALVE
<br />CW
<br />HW
<br />FW
<br />V
<br />W
<br />W
<br />GAS
<br />SOV
<br />BV
<br />CO
<br />FCO
<br />WCO
<br />F
<br />Scale
<br />Date
<br />Drawn By
<br />Checked By
<br />Project Number
<br />14
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<br />NOVUM
<br />A R C H I T E C T U R E, Inc
<br />www.novumarchitecture.com
<br />OFFICES: SOUTH BAY / ORANGE COUNTY
<br />116 S CATALINA AVE. STE. 122,
<br />REDONDO BEACH, CA 90277
<br />TEL: 310-383-1827 / 310-709-4476
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<br />9-01-2023
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<br />No.Description Date
<br />1 PC Comments 07/16/2024
<br />2 HlthDep.Corr.2 09/03/2024
<br />3 PC Corr.2 07/01/2025
<br />PLUMBING
<br />NOTES &
<br />SYMBOLS
<br />P-100
<br />COMPLETE PLUMBING SYSTEMS (WASTE/VENT, DOMESTIC COLD/HOT
<br />WATER & GAS) FOR A RESTAURANT RENOVATION.
<br />PLUMBING SHEET INDEX
<br />SHEET#SHEET TITLE ISSUE TAG
<br />P-100 PLUMBING NOTES & SYMBOLS PC.CORR.2
<br />P-101 PLUMBING SCHEDULES PC.CORR.2
<br />P-102 PLUMBING SITE PLAN PC.CORR.2
<br />P-103 PLUMBING FLOOR PLAN - WATER & GAS PC.CORR.2
<br />P-104 PLUMBING FLOOR PLAN - WASTE & VENT PC.CORR.2
<br />P-105 PLUMBING RISER DIAGRAM PC.CORR.2
<br />P-106 PLUMBING DETAILS PC.CORR.2
<br />1
<br />1
<br />23
<br />1430 E Edinger Ave
<br />3/27/2025
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