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UNDERGROUND PLUMBING SYSTEMS
<br />PART 1 - GENERAL
<br />1.01 SUMMARY
<br />A. RELATED DOCUMENTS: PROVISIONS OF THE CONTRACT, INCLUDING CONDITIONS OF THE CONTRACT,
<br />DRAWINGS AND DIVISION 1 - GENERAL REQUIREMENTS OF THE SPECIFICATION, APPLY TO THIS SECTION.
<br />B. DESCRIPTION: UNDERGROUND PLUMBING SYSTEMS ARE INDICATED BY CONTRACT DOCUMENTS AND INCLUDE
<br />WORK NECESSARY AND INCIDENTAL TO COMPLETION AND PERFORMANCE OF THE WORK.
<br />C. INCLUDED: UNDERGROUND PLUMBING SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
<br />1. DOMESTIC WATER SYSTEM WITH SERVICE FROM 5 FEET OUTSIDE BUILDING TO INSIDE THE BUILDING AS
<br />INDICATED ON DRAWINGS.
<br />2. SANITARY DRAIN SYSTEM INSIDE BUILDING AND EXTENDING TO A POINT 5 FEET OUTSIDE BUILDING AS
<br />INDICATED ON DRAWINGS.
<br />3. OPEN HUB DRAINS.
<br />4. CLEANOUTS.
<br />5. SLEEVES.
<br />D. RELATED WORK:
<br />1. ABOVEGROUND PLUMBING.
<br />2. PLUMBING FIXTURES.
<br />1.02 SYSTEM DESCRIPTION
<br />A. CODES AND STANDARDS: MEET REQUIREMENTS OF FOLLOWING, EXCEPT TO EXTENT OF MOST STRINGENT
<br />REQUIREMENTS OF CONTRACT DOCUMENTS AND OF CODES AND REGULATIONS OF PUBLIC AUTHORITIES
<br />BEARING ON PERFORMANCE OF THE WORK.
<br />1. FLORIDA PLUMBING CODE, CURRENT EDITION WITH REVISIONS.
<br />2. FLORIDA BUILDING CODE, CURRENT EDITION WITH REVISIONS.
<br />1.03 QUALITY ASSURANCE
<br />A. REGULATORY REQUIREMENTS: COMPLY WITH WATER AND SEWER REGULATIONS OF AUTHORITIES BEARING ON
<br />PERFORMANCE OF THE WORK, WHICH REQUIRE PRODUCTS USED FOR DRAINAGE AND DOMESTIC WATER
<br />SYSTEMS BE SELECTED FROM LISTS SPECIFIED IN REGULATIONS OF PUBLIC AUTHORITIES BEARING ON
<br />PERFORMANCE OF THE WORK, AND WHICH COMPLY WITH CERTAIN PUBLISHED STANDARDS OR CODES, AND
<br />THAT PRODUCTS BE USED AS INTENDED.
<br />B. MANUFACTURER QUALIFICATIONS: MANUFACTURER SHALL HAVE 5 YEARS MINIMUM DOCUMENTED EXPERIENCE
<br />IN DESIGN, PRODUCTION, FABRICATION, INSTALLATION AND MAINTENANCE OF TYPE AND QUALITY REQUIRED
<br />FOR WORK. UPON REQUEST, PROVIDE PROOF OF QUALIFICATIONS.
<br />C. INSTALLER QUALIFICATIONS: INSTALLER SHALL HAVE 5 YEARS MINIMUM DOCUMENTED EXPERIENCE IN DESIGN,
<br />ENGINEERING, DETAILING, FABRICATION, INSTALLATION AND MAINTENANCE OF TYPE AND QUALITY REQUIRED
<br />FOR WORK. INSTALLER SHALL MAINTAIN AND HAVE MAINTAINED A SERVICE CENTER WITH PARTS INVENTORY
<br />AND MANUFACTURER TRAINED PERSONNEL FOR 5 YEARS MINIMUM. UPON REQUEST, PROVIDE PROOF OF
<br />QUALIFICATIONS.
<br />1.04 SUBMITTALS
<br />A. PRODUCT DATA: SUBMIT PRODUCT SPECIFICATIONS, TECHNICAL DATA, STANDARD DETAIL DRAWINGS AND
<br />INSTALLATION INSTRUCTIONS OF MANUFACTURER FOR EACH PRODUCT. INCLUDE PUBLISHED DATA, CERTIFIED
<br />CONFORMANCE REPORT OF CERTIFIED LABORATORY TEST REPORT OF MANUFACTURER SUBSTANTIATING EACH
<br />PROPOSED PRODUCT MEETS REQUIREMENTS OF CONTRACT DOCUMENTS.
<br />B. SHOP DRAWINGS: SUBMIT ACCURATELY SCALED DIMENSIONED SHOP DRAWINGS INDICATING RELATIONSHIPS
<br />TO ASSOCIATED PIPING AND STRUCTURES FOR EACH PIPING SYSTEM, FITTINGS AND DRAINS SHOWING PIPE
<br />SIZES, LOCATIONS, ELEVATIONS AND SLOPES OF HORIZONTAL RUNS, FITTINGS, ACCESSORIES AND
<br />CONNECTIONS.
<br />C. RECORD DOCUMENTS: SUBMIT RECORD DRAWINGS AND SHOP DRAWINGS SHOWING LOCATION AND
<br />ELEVATIONS OF UNDERGROUND PLUMBING PIPING.
<br />1.05 PRODUCT HANDLING
<br />A. RETAIN FACTORY APPLIED PLASTIC END CAPS ON EACH LENGTH OF PIPE AND TUBE. MAINTAIN END CAPS
<br />THROUGH SHIPPING AND HANDLING TO PREVENT PIPE END DAMAGE AND ELIMINATE DIRT AND MOISTURE FROM
<br />ENTERING INSIDE OF PIPE AND TUBE.
<br />B. WHERE POSSIBLE, STORE PIPE AND TUBE INSIDE AND PROTECT FROM WEATHER. WHEN NECESSARY TO STORE
<br />PIPE AND TUBE OUTSIDE, ELEVATE ABOVE GROUND AND ENCLOSE WITH DURABLE, WATERPROOF WRAPPING.
<br />1.06 WARRANTY
<br />A. GENERAL: WARRANTY WORK MEETING PROVISIONS OF CONDITIONS OF THE CONTRACT, EXCEPT WARRANTY
<br />SHALL INCLUDE ADDITIONAL REQUIREMENTS SPECIFIED IN THIS ARTICLE.
<br />B. FURNISH MANUFACTURER WARRANTIES.
<br />PART 2-PRODUCTS
<br />2.01 PIPE AND FITTINGS
<br />A. DOMESTIC WATER SERVICE - 3 INCHES AND LARGER:
<br />1. PIPE: MECHANICAL JOINT DUCTILE IRON COATED WITH 8 MIL POLYETHYLENE MEETING REQUIREMENTS OF
<br />ANSI A21.11, ANSI A21.50 AND ANSI A21.51 WITH CEMENT LINING MEETING REQUIREMENTS OF ANSI A21.4 OF
<br />CLASS REQUIRED BY CODE AND DEPTH OF BURY.
<br />2. FITTINGS: MECHANICAL JOINT FITTINGS MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI A21.11.
<br />B. DOMESTIC WATER SERVICE - 2-1/2 INCHES AND SMALLER:
<br />1. PIPE: COPPER TUBING, SEAMLESS TYPE K, EITHER HARD DRAWN STRAIGHT LENGTHS OR SOFT ANNEALED
<br />COILS MEETING REQUIREMENTS OF ASTM B88 AND ANSI H23.1.
<br />2. FITTINGS:
<br />a. SOLDERED OR BRAZED, WROUGHT COPPER MEETING REQUIREMENTS OF ANSI B16.22.
<br />b. CAST BRONZE MEETING REQUIREMENTS OF ANSI B16.18, 200 PSI. CAST BRONZE FLARED FITTINGS SHALL
<br />MEET REQUIREMENTS OF ANSI B16.26.
<br />3. JOINTS: LEAD FREE SOLDER.
<br />C. DRAINS -SANITARY:
<br />1. PIPE: CAST IRON, SERVICE WEIGHT, BELL AND SPIGOT, SINGLE HUB, ASPHALT COATED, WITH NEOPRENE
<br />RUBBER GASKETS MEETING REQUIREMENTS OF ASTM A74, CS-188 AND WW-P-401 C.
<br />1.1. JOINTS: RESILIENT NEOPRENE RUBBER COMPRESSION GASKET MEETING REQUIREMENTS OF ASTA
<br />C425.
<br />2. CORROSION RESISTANT, NON-FLAMMABLE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) PIPE AND DRAINAG
<br />FITTINGS JOINED WITH SOLVENTS MEETING REQUIREMENTS OF ASTM D2665 AND ASTM D2855. PVC NOT
<br />ALLOWED IN RETURN AIR PLENUM APPLICATIONS.
<br />3. M PIPE: TYPE L HARD TEMPER, COPPER TUBING IN STRAIGHT LENGTHS, MEETING REQUIREMENTS OF AS
<br />B88,
<br />3.1. FITTINGS: SLEEVE TYPE WITH SOLDER COMPLETELY FILLING JOINTS BY CAPILLARY ACTION. CAST
<br />BRASS FILINGS SHALL CONFORM TO ANSI B16.18. WROUGHT COPPER FITTINGS SHALL HAVE WALL
<br />THICKNESS AT LEAST EQUAL TO THE TUBE AND CONFORM TO ANSI B16.22.
<br />D. VENT
<br />1. PIPE: TYPE L HARD TEMPER, COPPER TUBING IN STRAIGHT LENGTHS, MEETING REQUIREMENTS OF ASTA
<br />B88.
<br />1.1. FITTINGS: SLEEVE TYPE WITH SOLDER COMPLETELY FILLING JOINTS BY CAPILLARY ACTION. CAST
<br />BRASS FILINGS SHALL CONFORM TO ANSI B16.18. WROUGHT COPPER FITTINGS SHALL HAVE WALL
<br />THICKNESS AT LEAST EQUAL TO THE TUBE AND CONFORM TO ANSI B16.22.
<br />2. CORROSION RESISTANT, NON-FLAMMABLE SCHEDULE 40 POLYVINYL CHLORIDE (PVC) PIPE AND DRAINAG
<br />FITTINGS JOINED WITH SOLVENTS MEETING REQUIREMENTS OF ASTM D2665 AND ASTM D2855. PVC NOT
<br />ALLOWED IN RETURN AIR PLENUM APPLICATIONS.
<br />2.02 FLOOR DRAINS (FD)
<br />A. GENERAL: DRAINS SHALL HAVE DEEP SEAL P-TRAPS, EXCEPT WHERE OTHERWISE INDICATED ON DRAWINGS.
<br />DRAINS SHALL HAVE THREADED, COMPRESSION JOINT OUTLET OR CAULK OUTLET.
<br />B. ACCEPTABLE MANUFACTURERS:
<br />1. JAY R. SMITH MFG. CO.
<br />2. JOSAM COMPANY.
<br />3. WADE.
<br />4. ZURN.
<br />C. FINISHED AREAS:
<br />1. GENERAL: CAST IRON BODY WITH FLASHING COLLAR, ADJUSTABLE NICKEL BRONZE ROUND TOP.
<br />2.03 OPEN HUB DRAINS (OHD)
<br />A. PROVIDE WITH DEEP SEAL P-TRAPS AND GRATING SET INSIDE HUB.
<br />2.04 CLEANOUTS
<br />A. ALL PARTS OF PLUMBING DRAINAGE SYSTEM SHALL BE ACCESSIBLE FOR RODDING.
<br />B. CLEANOUT EXTENSIONS SHALL CONSIST OF A CAST IRON Y BRANCH AND 1/8 BEND IN DRAIN LINE WITH A CAST
<br />IRON SOIL PIPE EXTENSION TERMINATING IN CAST IRON COUNTERSUNK CLEANOUT PLUG AND TOP SET FLUSH
<br />WITH FLOOR.
<br />C. UNDERGROUND DRAIN LINE CLEANOUTS IN LINES, UNLESS OTHERWISE INDICATED ON DRAWINGS:
<br />1. 4 INCHES IN DIAMETER OR LESS: CLEANOUTS SAME SIZE AS PIPES SERVED AND NOT MORE THAN 50 FEE'
<br />APART.
<br />2. 5 INCHES THRU 8 INCHES IN DIAMETER: 6 INCH CLEANOUTS AND NOT MORE THAN 100 FEET APART.
<br />3. 10 INCHES AND LARGER: 8 INCH CLEANOUTS AND NOT MORE THAN 100 FEET APART.
<br />D. FINISHED AREAS:
<br />1. GENERAL: LABELED SANITARY OR STORM AS APPLICABLE, CAST IRON CLEANOUT BODY, BRONZE
<br />COUNTERSUNK CLOSURE PLUG, ADJUSTABLE SCORIATED SECURED NICKEL BRONZE COVER.
<br />2. TILED FLOORS: TILED FLOORS SHALL BE SIMILAR AS GENERAL, EXCEPT WITH SQUARE TOP.
<br />E. CLEANOUTS IN WATERPROOF MEMBRANE FLOORS SHALL HAVE A FLASHING FLANGE WITH FLASHING CLAMP.
<br />F. CLEANOUTS IN BATTERY ROOMS SHALL HAVE AN ACID RESISTANT EPDXY COATED BODY AND COVER.
<br />G. ACCEPTABLE MANUFACTURERS:
<br />1. JAY R. SMITH MFG. CO.
<br />2. JOSAM COMPANY.
<br />3. WADE.
<br />4. ZURN.
<br />2.05 SLEEVES
<br />A. GENERAL: PIPES PASSING THROUGH FOUNDATION WALLS OR FLOORS SHALL BE SLEEVED MEETING
<br />REQUIREMENTS OF SECTION 07835 - SLEEVES AND SEALS.
<br />PART 3 - EXECUTION
<br />3.01 EXAMINATION
<br />A. GENERAL: EXAMINE AREAS AND CONDITIONS UNDER WHICH WORK IS TO BE INSTALLED FOR COMPLIANCE WITF•
<br />REQUIREMENTS OF CONTRACT DOCUMENTS AND TO DETERMINE IF CONDITIONS AFFECTING PERFORMANCE 01
<br />WORK ARE SATISFACTORY. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE
<br />BEEN RESOLVED. COMMENCEMENT OF INSTALLATION SHALL CONSTITUTE ACCEPTANCE OF CONDITIONS.
<br />3.02 PROTECTION
<br />A. PROTECT UNDERGROUND PLUMBING WORK TO AVOID CLOGGING WITH MATERIALS AND DEBRIS AND TO PREVE
<br />DAMAGE FROM TRAFFIC AND OTHER WORK.
<br />MEP / FP Engineer
<br />EPSTEIN
<br />600 West Fulton
<br />Chicago, IL 60661
<br />312.454.9100
<br />Design Architect
<br />EPSTEIN
<br />600 West Fulton
<br />Chicago, IL 60661
<br />312.454.9100
<br />3.03 INSTALLATION
<br />A. GENERAL: INSTALL WORK MEETING REQUIREMENTS OF CONTRACT DOCUMENTS, AS INDICATED BY FINAL
<br />REVIEWED SUBMITTALS FOR WORK, AND MEETING INSTRUCTIONS AND RECOMMENDATIONS OF PRODUCT
<br />MANUFACTURERS.
<br />B. RUNS: LOCATE PIPING RUNS, EXCEPT AS OTHERWISE REQUIRED, VERTICALLY AND HORIZONTALLY PITCHED TO
<br />DRAIN AND AVOID DIAGONAL RUNS WHEREVER POSSIBLE. ORIENT HORIZONTAL RUNS PARALLEL WITH WALLS
<br />AND COLUMN LINES. LOCATE RUNS AS INDICATED ON DRAWINGS, DIAGRAMS, DETAILS AND NOTATIONS OR, IF
<br />NOT OTHERWISE INDICATED, RUN PIPING IN SHORTEST ROUTE WITH A MINIMUM OF JOINTS AND COUPLINGS.
<br />C. PIPING SYSTEM JOINTS: PROVIDE JOINT TYPE REQUIRED FOR EACH PIPING SYSTEM.
<br />1. INSTALL PIPE, TUBE AND FITTINGS IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES WHICH ACHIEVE
<br />PERMANENT LEAK PROOF PIPING SYSTEMS, CAPABLE OF PERFORMING WITHOUT PIPING FAILURE.
<br />2. COPPER TUBE: SOLDER COPPER TUBE AND FITTING JOINTS. CUT TUBE ENDS SQUARELY, REAM TO FULL
<br />INSIDE DIAMETER, AND CLEAN OUTSIDE OF TUBE ENDS AND INSIDE OF FITTINGS. APPLY SOLDER FLUX TO
<br />JOINT AREAS OF BOTH TUBES AND FITTINGS. INSERT TUBE FULL DEPTH INTO FITTING, AND SOLDER IN A
<br />MANNER TO DRAW SOLDER FULL DEPTH AND CIRCUMFERENCE OF JOINT. WIPE EXCESS SOLDER FROM JOINT
<br />BEFORE IT HARDENS.
<br />3. EXCAVATION AND BACKFILL:
<br />a. EXCAVATION: WHERE TRENCHES ARE EXCAVATED SUCH THAT THE BOTTOM OF THE TRENCH FORMS THE
<br />BED FOR THE PIPE, SOLID AND CONTINUOUS LOAD -BEARING SUPPORT SHALL BE PROVIDED BETWEEN
<br />JOINTS. PIPES SHALL NOT BE SUPPORTED ON BLOCKS TO GRADE. IN INSTANCES WHERE THE MATERIALS
<br />MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE MORE RESTRICTIVE THAN THOSE PRESCRIBED BY
<br />CODE, THE MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MORE RESTRICTIVE REQUIREMENT.
<br />1) OVEREXCAVATION: WHERE TRENCHES ARE EXCAVATED BELOW THE INSTALLATION LEVEL OF THE PIPE
<br />SUCH THAT THE BOTTOM OF THE TRENCH DOES NOT FORM THE BED FOT THE PIPE, THE TRENCH SHALL BE
<br />BACKFILLED TO THE INSTALLATION LEVEL OF THE BOTTOM OF THE PIPE WITH SAND OR FINE GRAVEL
<br />PLACED IN LAYERS OF 6 INCHES MAXIMUM DEPTH AND SUCH BACKFILL SHALL BE COMPACTED AFTER EACH
<br />PLACEMENT.
<br />b. BACKFILLING: BACKFILL SHALL BE FREE FROM DISCARDED CONSTRUCTION MATERIAL AND DEBRIS. LOOSE
<br />EARTH FREE FROM ROCKS, BROKEN CONCRETE, AND FROZEN CHUNKS SHALL BE PLACED IN THE TRENCH IN
<br />6 INCH LAYERS AND TAMPED IN PLACE UNTIL THE CROWN OF THE PIPE IS COVERED BY 12 INCHES OF
<br />TAMPED EARTH. THE BACKFILL UNDER AND BESIDE THE PIPE SHALL BE COMPACTED FOR PIPE SUPPORT.
<br />BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE SO THAT THE PIPE REMAINS
<br />ALIGNED. IN INSTANCES WHERE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE MATERIALS
<br />ARE MORE RESTRICTIVE THAN THOSE PRESCRIBED BY THE CODE, THE MATERIAL SHALL BE INSTALLED IN
<br />ACCORDANCE WITH THE MORE RESTRICTIVE REQUIREMENT.
<br />3.04 PIPING TESTS
<br />A. PROVIDE TEMPORARY EQUIPMENT FOR TESTING, INCLUDING PUMP AND GAUGES. TEST PIPING SYSTEM BEFORE
<br />BACKFILLING IS INSTALLED WHEREVER FEASIBLE. TEST EACH NATURAL SECTION OF EACH PIPING SYSTEM
<br />INDEPENDENTLY. FILL EACH SECTION WITH WATER AND PRESSURIZE FOR INDICATED PRESSURE AND TIME.
<br />B. INSPECT EACH SYSTEM FOR COMPLETION OF JOINTS, SUPPORTS AND ACCESSORY ITEMS
<br />C. OBSERVE EACH TEST SECTION FOR LEAKAGE AT END OF TEST PERIOD. TEST FAILS IF LEAKAGE IS OBSERVED OR
<br />IF PRESSURE DROP EXCEEDS 5 PERCENT OF TEST PRESSURE.
<br />D. REPAIRING: REPAIR PIPING SYSTEMS SECTIONS WHICH FAIL THE PIPING PRESSURE TEST, BY DISASSEMBLY AND
<br />REINSTALLATION, USING NEW MATERIAL TO EXTENT REQUIRED TO OVERCOME LEAKAGE. DO NOT USE
<br />CHEMICALS, STOP LEAK COMPOUNDS, MASTIC, OR OTHER TEMPORARY REPAIR METHODS. DRAIN TEST WATER
<br />FROM PIPING SYSTEMS AFTER TESTING AND REPAIR WORK HAS BEEN COMPLETED.
<br />3.05 CLEANING
<br />A. FLUSH OUT PIPING SYSTEMS WITH CLEAN WATER BEFORE PROCEEDING WITH REQUIRED DISINFECTION TESTS.
<br />END OF SECTION
<br />Nestle Waters North America
<br />Nestle Waters North America
<br />4330 20th Street
<br />Zephyrhills, Florida 33542-6703
<br />972.462.3663
<br />:retleers
<br />NORTH AMERICA
<br />4
<br />09.18.2013
<br />ISSUE FOR PERMIT
<br />3
<br />09.11.2013
<br />ISSUE FOR BIDS
<br />2
<br />09.03.2013
<br />CD REVIEW PACKAGE
<br />1
<br />08.16.2013
<br />DD REVIEW PACKAGE
<br />NO.
<br />DATE
<br />REVISIONS/ISSUANCES
<br />PSTEIN
<br />Architecture
<br />Chicago
<br />Interiors
<br />New York
<br />Engineering
<br />Bucharest
<br />Construction
<br />Warsaw
<br />600 W. Fulton Street
<br />Chicago, IL 60661-1259
<br />T 312.454.9100
<br />www.epsteinglobal.com
<br />PROJECT NUMBER:
<br />12386
<br />PROJECT MANAGER:
<br />JK
<br />ARCH/ENG:
<br />VD
<br />SCALE:
<br />NTS
<br />DRAWN BY:
<br />PV
<br />CHECKED BY:
<br />VD
<br />PLUMBING
<br />SPECIFICATIONS
<br />P-003
<br />2 LY •/ If,
<br />A. Epstein and Sons International, Ina All rights reserved.
<br />
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