150914 p.001 - general notes - plumbing
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PIPING DESCRIPTION
SHOCK ARRESTOR SCHEDULE NOTES:1. PROVIDE SHOCK ARRESTORS IN ACCORDANCE WITH PLUMBING AND DRAINAGE INSTITUTE STANDARD PDI-WH-201.2. SEE MANUFACTURERS RECOMMENDATIONS FOR SIZING OF SHOCK ARRESTORS ON LENGTHS OF PIPE OVER 20'.3. SHOCK ARRESTOR TO BE ALL STAINLESS STEEL CONSTRUCTION.4. SHOCK ARRESTOR TO HAVE PISTON TYPE BELLOWS.
MANUFACTURER
SIOUX CHIEF HYDRA-RESTER
FIXTUREUNITS
SIZETYPE
CONNECTIONSIZE
ARRESTORLENGTH
SIOUX CHIEF HYDRA-RESTER
SIOUX CHIEF HYDRA-RESTER
SIOUX CHIEF HYDRA-RESTER
SIOUX CHIEF HYDRA-RESTER
SIOUX CHIEF HYDRA-RESTER
NOTE:1. ALL PIPE WITHIN OR PASSING THRU RATED FLOOR CAVITIES SHALL BE CAST IRON
OR COPPER2. ALL PENETRATIONS INTO RATED FLOOR CAVITIES SHALL BE FIRE CAULKED AT
BOTH PENETRATIONS.3. ALL ROOF DRAIN BODIES AND HORIZONTAL PORTIONS OF RAINLEADERS SHALL BE
INSULATED. THE INSULATION SHALL BE CARRIED PAST FITTING A MINIMUM OF 24"ONTO THE VERTICAL SECTION OF PIPE.
DOMESTIC WATER PIPE
WASTE AND VENT PIPE
STORMWATER PIPE
CONDENSATE PIPE
NATURAL GAS
ABOVEGROUND:COLD WATER: AQUA-PEX BLUE WITH PROPEX LEAD FREEFITTINGS, EQUAL TO UPONORHOT WATER: AQUA-PEX RED WITH PROPEX LEAD FREE FITTINGS,EQUAL TO UPONORALL ABOVEGROUND PEX PIPE SHALL BE SUPPORTED WITHPEX-A PIPE SUPPORT SYSTEM
FLUSH VALVE FURNISHED WITH AN INTEGRAL VACUUMBREAKER
AIR GAP AND WATTS 288A
FAUCET FURNISHED WITH AN INTEGRAL VACUUM BREAKERAND WATTS 288A
AIR GAP
WATTS 288A / 388ASC
FURNISHED WITH AN INTEGRAL BACKFLOW PREVENTER ANDVACUUM BREAKER PORT
FURNISHED WITH AN INTEGRAL VACUUM BREAKER
WATER CLOSET
HAND WASHING SINKS / LAVATORIES
SERVICE / MOP SINKS
ELECTRIC WATER COOLER
ICE MACHINE
TRAP PRIMER
WALL HYDRANTS, HOSE BIBBS
DRINKING FOUNTAIN AIR GAP
NOTES,
1. CONTRACTOR SHALL FURNISH AND INSTALL BACKFLOW PREVENTION DEVICES AT THE EQUIPMENT
LISTED ABOVE.
2. DEVICES LISTED ARE MANUFACTURED BY WATTS REGULATOR COMPANY. CONTRACTOR MAY SUBMIT
AN EQUAL FROM ANOTHER MANUFACTURER FOR REVIEW.
3. CONTRACTOR TO VERIFY TYPE, MODEL AND INSTALLATION REQUIREMENTS FOR ALL BACKFLOW
PREVENTION DEVICES, INCLUDING MASTER BFP WITH LOCAL AUTHORITIES HAVING JURISDICTION.
S
NATURAL GAS PIPING
HOT WATER RETURN PIPING
COLD WATER PIPING
HOT WATER PIPING
SOIL, WASTE OR SANITARY SEWER PIPING
BALL VALVE
SOLENOID OPERATED VALVE
PRESSURE REDUCING VALVE
BACK FLOW PREVENTER
CHECK VALVE (ARROW INDICATES FLOW DIRECTION)
WALL CLEAN OUT
FLOOR DRAIN
FLOOR CLEAN OUT/ GROUND CLEAN OUT
RISE OR DROP
RISER UP (ELBOW)
RISER DOWN (ELBOW)
VENT THROUGH ROOF
VENT PIPING
WCO
FCO/GCO
ACCESSIBLE PLUMBING FIXTURE
SIZE (inches) MINIMUM SLOPE (inches per foot)
FOR SI: 1 inch = 25.4 mm, 1 inch per foot = 83.3 mm/m.
FLOW METER
PUMP
WYE STRAINER WITH 3/4 INCH BALL TYPE BLOWDOWNAND HOSE CONNECTION
WALL HYDRANT (HOSE BIBB)
SOLAR WATER SUPPLY PIPING
SOLAR WATER RETURN PIPING
TRAP
UNION
RELIEF VALVE
TEMPERATURE GAUGE
1
2 1/2 OR LESS
3 TO 6
6 OR LARGER
1/4
1/8
1/16
SYMBOL DESCRIPTION
1. ANY AND ALL INCONSISTENCIES, CONTRADICTIONS AND/OR CONFLICTS SHALL BE BROUGHT TO THE
ENGINEER'S ATTENTION PRIOR TO BID. ANY AND ALL INCONSISTENCIES, CONTRADICTIONS AND/OR
CONFLICTS NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO BID SHALL BE RESOLVED BY
APPLYING THE MOST STRINGENT AND/OR HIGHEST QUALITY OPTION WITH NOT COST TO THE OWNER.
2. THESE PLANS ARE DIAGRAMMATIC AND MAY NOT SHOW MINOR DETAILS AND LOCATIONS. FOR
DIMENSIONS, REFER TO THE ARCHITECTURAL PLANS.
3. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION OF ANY WORK.
4. VERIFY THE LOCATION OF ALL EQUIPMENT SUPPLIED BY OTHERS.
5. PROVIDE A DIELECTRIC UNION WHEN CONNECTING DISSIMILAR METALS.
6. PROVIDE FIRE RATED SLEEVES IN ALL LOCATIONS WHERE PENETRATIONS OF RATED WALLS AND FLOORS
ARE MADE. ALL OPENINGS WILL BE MADE FIREPROOF.
7. ALL NEW UNDERGROUND WATER PIPING SHALL BE INSTALLED BELOW THE FROST LINE BUT NOT LESS
THAN 24" BELOW FINISHED GRADE TO PIPE CROWN.
8. ALL VENT LINES SHALL SLOPE UP TO VENT THROUGH ROOF. VENT THROUGH ROOF SHALL BE 10'-0"
MINIMUM FROM ANY FRESH AIR INTAKES.
9. ALL WASTE STACKS SHALL HAVE A CLEAN OUT AT THE BASE OF THE STACK. COORDINATE LOCATION OF
CLEAN OUTS WITH CASEWORK.
10. PROVIDE ISOLATION VALVES AT ALL FIXTURES.
11. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES.
12. ALL WALL MOUNTED LAVATORIES TO HAVE INSULATION ON ANY EXPOSED PIPES.
13. COMPLETELY ROD AND FLUSH OUT ALL SANITARY WASTE LINES AFTER BUILDING IS COMPLETED.
14. PROVIDE CHROME ESCUTCHEON RINGS AT ALL EXPOSED CEILING AND WALL PENETRATIONS.
15. DIMENSION ACTUAL LOCATION OF ALL UNDERGROUND WATER LINES ON AS-BUILT DRAWINGS. A MINIMUM
OF TWO DIMENSIONS FROM BUILDING REFERENCE POINTS SHALL BE PROVIDED WITH A BURY DEPTH
INDICATED.
16. INSTALL SEISMIC RESTRAINTS ON PIPING. SEE SEISMIC-RESTRAINT DEVICES SPECIFICATIONS.
17. ALL UNDERGROUND LINES OUTSIDE BUILDING FOOTPRINTS SHALL BE REQUIRED TO HAVE A
MAGNETIC-TYPE WARNING TAPE INSTALLED IN THE BACKFILL AT LEAST SIX (6) INCHES BELOW GRADE.
18. PROVIDE 12 INCH CLEARANCE AROUND AUDIO VISUAL EQUIPMENT WHEN ROUTING PLUMBING PIPING.
19. PIPING SUPPORT SHALL BE FROM STRUCTURAL STEEL. SUPPORT FROM THE METAL ROOF DECK OR BAR
JOIST BRIDGING ANGLES IS PROHIBITED.
20. PIPE PENETRATIONS THRU SLAB SHALL BE SLEEVED PRIOR TO RADIANT FLOOR HEATING PIPE
INSTALLATION. DO NOT CORE DRILL SLAB AFTER RADIANT FLOOR HEAT PIPE INSTALLATION.
21. ALL METAL PIPING TO BE BONDED ACCORDING TO CURRENT NEC CODES.
22. PROVIDE HEAT TRACE TO PLUMBING FIXTURES AND PIPING NOT IN CONDITIONED SPACES. HEAT TRACE
TO BE MINIMUM 8 Watts/FT.
GENERAL REQUIREMENTS:
1. PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE NORTH CAROLINA STATE PLUMBING
CODE AND WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION.
2. GENERAL AND SPECIAL CONDITIONS ARE HEREBY MADE AN INTEGRAL PART OF THE PLUMBING
SPECIFICATIONS INSOFAR AS THE GENERAL AND SPECIAL CONDITIONS ARE APPLICABLE TO THE
PLUMBING WORK, UNLESS OTHERWISE SPECIFIED.
3. SCOPE: PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED FOR THE COMPLETION AND
OPERATION OF ALL PLUMBING SYSTEMS IN ACCORDANCE WITH ALL APPLICABLE CODES.
4. PERMITS: APPLY AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY ANY
PUBLIC AUTHORITY HAVING JURISDICTION. ACREAGE CHARGES, FACILITIES CHARGES AND BOND
PROPERTY ASSESSMENTS ARE NOT TO BE CONSTRUED TO BE A PART OF THIS CONTRACT.
5. WARRANTY: PROVIDE A ONE YEAR WARRANTY, FROM THE DATE OF ACCEPTANCE OF WORK BY THE
OWNER, FOR ALL PLUMBING MATERIALS AND EQUIPMENT.
6. COORDINATE ALL PLUMBING PIPING LOCATIONS, ROUGH-IN LOCATIONS AND EQUIPMENT LOCATIONS WITH
OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES. FINAL PIPING AND EQUIPMENT LOCATIONS
SHALL BE A CODE COMPLIANT INSTALLATION FOR ALL TRADES.
7. FIELD VERIFY PROPER OPERATION OF EXISTING SYSTEMS BEFORE STARTING CONSTRUCTION. NOTIFY
THE ARCHITECT / ENGINEER OF RECORD OF ANY PROBLEMS OR DISCREPANCIES BETWEEN THE
CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS AND/OR ANY POTENTIAL PROBLEMS OBSERVED
BEFORE CONTINUING WORK IN THE EFFECTED AREAS.
8. CUT WALLS, FLOORS AND CEILINGS AS REQUIRED FOR INSTALLATION OF PLUMBING WORK. ALL CUTTING
SHALL BE HELD TO A MINIMUM. PATCH AND FINISH SURFACES TO MATCH ADJOINING SURFACES.
9. PLUMBING PLANS SHALL NOT BE SCALED. REFERENCE THE ARCHITECTURAL PLANS FOR ALL LOCATIONS
OF PLUMBING FIXTURES, WALLS, DOORS, WINDOWS, ETC.
10. PLUMBING PIPING SHALL BE LOCATED CONCEALED IN WALLS, PARTITIONS OR ABOVE CEILINGS UNLESS
NOTED OTHERWISE. PLUMBING PIPING IN EXPOSED AREAS SHALL BE RUN TIGHT TO UNDERSIDE OF
STRUCTURE.
11. PLUMBING PIPING, VENTS, ETC. EXTENDING THROUGH EXTERIOR WALLS AND/OR THE ROOF SHALL BE
FLASHED AND COUNTER FLASHED IN A WATERPROOF MANNER. COORDINATE FLASHING WITH THE
GENERAL CONTRACTOR.
12. DO NOT INSTALL PLUMBING PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES. INSTALL PLUMBING
PIPING SHOWN IN EXTERIOR WALLS ON THE CONDITIONED SIDE OF THE WALL INSULATION.
13. PROVIDE NON-CONDUCTING DIELECTRIC UNIONS WHENEVER CONNECTING DISSIMILAR METALS.
14. ATTACH HANGERS TO STRUCTURE, HANGERS SHALL NOT ATTACH TO THE DECK.
15. PROVIDE ACCESS DOORS FOR VALVES, WATER HAMMER ARRESTORS, TRAP PRIMERS, ETC. CONCEALED IN
MASONRY WALLS, GYPBOARD WALLS AND/OR CEILINGS THAT WILL REQUIRE MAINTENANCE ACCESS.
16. PLUMBING SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO:
PLUMBING FIXTURES AND EQUIPMENT, FIRE STOPPING, SEISMIC BRACING, PIPE IDENTIFICATION, DOMESTIC
WATER SYSTEM, SANITARY WASTE AND VENT SYSTEM, STORM DRAIN SYSTEM, NATURAL GAS SYSTEM
PLUMBING FIXTURES AND EQUIPMENT:
1. PROVIDE COMPLETE PLUMBING FIXTURES AND EQUIPMENT. INCLUDE SUPPLIES, STOPS, VALVES,
FAUCETS, DRAINS, TRAPS, TAIL PIECES, ESCUTCHEONS, ETC.
2. PLUMBING FIXTURES AND EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S
RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS.
3. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SUBSTITUTIONS TO
SPECIFIED PLUMBING FIXTURES AND EQUIPMENT INCLUDING BUT NOT LIMITED TO; PROVIDING
MAINTENANCE ACCESS CLEARANCE, PIPING, ELECTRICAL, REPLACEMENT OF OTHER SYSTEM
COMPONENTS, BUILDING ALTERATIONS, ETC. AND ANY MODIFICATIONS TO ASSOCIATED MECHANICAL,
ELECTRICAL OR PLUMBING SYSTEMS REQUIRED BY THE EQUIPMENTS INSTALLATION INSTRUCTIONS. ALL
COSTS ASSOCIATED WITH SUBSTITUTIONS SHALL BE INCLUDED IN THE ORIGINAL BASE BID.
FIRE STOPPING:
1. FIRE STOP ALL PENETRATIONS, BY PIPING OR CONDUITS, OF FIRE RATED WALLS, FLOORS AND
PARTITIONS. PROVIDE A DEVICE(S) OR SYSTEM(S) WHICH HAS BEEN TESTED AND LISTED AS COMPLYING
WITH ASTM E-814 AND INSTALL IN ACCORDANCE WITH THE CONDITIONS OF THEIR LISTING PROVIDE A
DEVICE(S) OR SYSTEM(S) WITH AN 'F' RATING EQUAL TO THE RATING OF THE ASSEMBLY BEING
PENETRATED. REFER TO ARCHITECTURAL PLANS FOR WALL AND FLOOR TYPES.
PIPE IDENTIFICATION:
1. PIPE IDENTIFICATION SHALL MATCH THE FACILITY'S EXISTING STANDARD. IF NO STANDARD EXISTS, THEN
THE PIPE IDENTIFICATION SHALL BE IN ACCORDANCE WITH ANSI A13.1.
2. PROVIDE PIPING LABELS FOR ALL PLUMBING PIPING. PIPING LABELS SHALL BE ACRYLIC FACED,
WRAP-AROUND TYPE. EACH LABEL SHALL INDICATE THE PIPING CONTENTS, DIRECTION OF FLOW AND
SHALL BEAR THE MANUFACTURER'S STANDARD COLOR FOR THE SERVICE INDICATED.
33-60 1"
155-330
114-154
61-113
1"
1"
1"
12-32
1-11A 1/2"
3/4
1-3/8"
B
C
E
D
F
1-3/8"
1-3/8"
2-1/8"
2-1/8"
2-1/8"
EMERGENCY SHUTOFF SWITCH
WATER HAMMER ARRESTORA(LETTER DESIGNATES SIZE. SEE SCHEDULE)
BALANCING VALVE/CIRCUIT SETTER
FLOOR SINK
FIXTURE BACKFLOW PREVENTER DEVICE
NOTES:FIXTURE DEMAND UNITS BASED ON NORTH CAROLINA PLUMBING CODE.
DOMESTIC WATER PIPING
1. DOMESTIC WATER PIPING AND JOINTS BELOW GRADE: PROVIDE TYPE 'K' SOFT ANNEALED SEAMLESS
COPPER TUBING (ASTM B 88) WITH NO JOINTS FOR PIPING 2½" AND SMALLER. PROVIDE DUCTILE IRON PIPE
AND FITTINGS (AWWA C151, AWWA C110) WITH RUBBER GASKET JOINTS AND RODS (AWWA C111) PIPING 3"
AND LARGER.
2. DOMESTIC WATER PIPING AND JOINTS ABOVE GRADE: PROVIDE TYPE 'L' HARD DRAWN SEAMLESS
COPPER TUBING (ASTM B 88) AND CAST COPPER ALLOY FITTINGS (ASME B16.18). JOINTS 1" AND SMALLER
SHALL BE LEAD FREE 95-5 TN/SILVER SOLDER JOINTS (ASTM B 32), JOINTS 1¼" AND LARGER SHALL BE
BCUP SILVER/PHOSPHORUS/COPPER BRAZED JOINTS (AWS A5.8) OR PROVIDE COPPER PIPE AND FITTINGS
AS SPECIFIED ABOVE EXCEPT WITH GROOVED ENDS (ASTM B 88, ASME B16.18) AND JOINTS UTILIZING
GROOVED MECHANICAL COUPLINGS MEETING (ASTM F1476).
PEX PIPE ABOVEGROUND:
COLD WATER: AQUA-PEX BLUE WITH PROPEX LEAD FREE FITTINGS, EQUAL TO UPONOR
HOT WATER: AQUA-PEX RED WITH PROPEX LEAD FREE FITTINGS, EQUAL TO UPONOR
ALL ABOVEGROUND PEX PIPE SHALL BE SUPPORTED WITH PEX-A PIPE SUPPORT SYSTEM
CPVC PIPE ABOVEGROUND:
PIPE AND FITTINGS SHALL BE MANUFACTURED FROM VIRGIN RIGID CPVC (CHLORINATED POLYVINYL
CHLORIDE) VINYL COMPOUNDS WITH A CELL CLASS OF 24448 AS IDENTIFIED IN ASTM D 1784.
CPVC PIPE AND FITTINGS SHALL CONFORM TO ASTM D 2846. PIPE AND FITTINGS SHALL BE
MANUFACTURED AS A SYSTEM AND BE THE PRODUCT OF ONE MANUFACTURER. ALL PIPE AND FITTINGS
SHALL BE MANUFACTURED IN THE UNITED STATES. PIPE AND FITTINGS SHALL CONFORM TO NATIONAL
SANITATION FOUNDATION (NSF) STANDARDS 14 AND 61. JOINTS: SOLVENT CEMENT JOINTS SHALL BE
MADE USING CPVC CEMENT CONFORMING TO ASTM F 493. IF A PRIMER IS REQUIRED BY LOCAL PLUMBING
OR BUILDING CODES, THEN A PRIMER CONFORMING TO ASTM F 656 SHOULD BE USED. THE SYSTEM SHALL
BE PROTECTED FROM CHEMICAL AGENTS, FIRE-STOPPING MATERIALS, THREAD SEALANT,
PLASTICIZED-VINYL PRODUCTS OR OTHER AGGRESSIVE CHEMICAL AGENTS NOT COMPATIBLE WITH CPVC
COMPOUNDS. EQUAL TO CHARLOTTE PIPE AND FOUNDRY FLOWGUARD GOLD CTS.
3. STERILIZE. THE DOMESTIC WATER SYSTEM IN ACCORDANCE WITH THE AMERICAN WATER WORKS
ASSOCIATION'S SPECIFICATIONS AND LOCAL HEALTH DEPARTMENT REGULATIONS.
4. INSULATE DOMESTIC WATER PIPING ABOVE GRADE (EXCEPT EXPOSED CONNECTIONS TO PLUMBING
FIXTURES) WITH GLASS FIBER INSULATION HAVING A VAPOR BARRIER AND JACKET. PIPE INSULATION
SHALL HAVE A CONDUCTIVITY NOT EXCEEDING 0.27 BTUH x SQ. FT.
A.) 1/2"-11/4" DOMESTIC HOT WATER & CIRCULATION PIPES SHALL HAVE INSULATION THICKNESS OF 1".
B.) 11/2"-4" DOMESTIC HOT WATER & CIRCULATION PIPES SHALL HAVE INSULATION THICKNESS
OF 11/2".
C.)1/2"-11/4" DOMESTIC COLD WATER PIPES SHALL HAVE INSULATION THICKNESS OF 1/2". D.) 11/2"-4"
DOMESTIC COLD WATER PIPES SHALL HAVE INSULATION THICKNESS OF 1".
5. DOMESTIC WATER PIPING INSULATION, JACKETS, COVERINGS, SEALERS, MASTICSAND ADHESIVES ARE
REQUIRED TO MEET A FLAME-SPREAD RATING OF 25 OR LESS AND A SMOKE-DEVELOPED RATING OF 50 OR
LESS, AS TESTED BY ASTM E84 (NFPA 255) METHOD AND SHALL BE PLENUM RATED.
6. PROVIDE FULL PORT, BALL TYPE SHUT-OFF VALVES AND INSTALL IN A LOCATION THAT PERMITS ACCESS
FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS.
7. PROTECT COPPER PIPING AGAINST CONTACT WITH DISSIMILAR METALS. ALL HANGERS, SUPPORTS,
ANCHORS AND CLIPS SHALL BE COPPER OR COPPER PLATED. WHERE COPPER PIPING IS CARRIED ON
TRAPEZE HANGERS WITH OTHER PIPING, PROVIDE A PERMANENT ELECTROLYTIC ISOLATION MATERIAL TO
PREVENT CONTACT WITH DISSIMILAR OTHER METALS.
8. PROTECT COPPER PIPING AGAINST CONTACT WITH ALL MASONRY. WHERE COPPER IS SLEEVED THROUGH
MASONRY, PROVIDE COPPER OR RED BRASS SLEEVES. WHERE COPPER MUST BE CONQEALED IN OR
AGAINST MASONRY PARTITIONS, PROVIDE A HEAVY COATING OF ASPHALTIC ENAMEL ON THE COPPER
PIPING AND 15# ASPHALT SATURATED FELT BETWEEN THE PIPING AND THE MASONRY PARTITION.
9. DOMESTIC WATER PIPING SHALL BE SLOPED FOR DRAINAGE WITH DRAIN VALVES INSTALLED AT LOW
POINTS.
10. BALANCE THE DOMESTIC HOT WATER CIRCULATION SYSTEM TO THE PERFORMANCE SPECIFICATIONS
INDICATED ON THE PLANS AND PROVIDE THE ENGINEER WITH THREE COPIES OF A COMPLETE TEST AND
BALANCE REPORT. THE REPORT IS TO BE ISSUED A MINIMUM OF TWO WEEKS PRIOR TO PROJECT
COMPLETION. THE TEST AND BALANCE REPORT WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE
ENGINEER. ANY ADDITIONAL TESTING, ADJUSTING AND BALANCING REQUIRED (AT ENGINEER'S REQUEST)
AFTER REVIEW OF THE INITIAL REPORT SHALL BE PROVIDED AT NO ADDITIONAL COST. TEST AND BALANCE
REPORT TO BE COMPLETED BY AN INDEPENDENT, CERTIFIED TEST AND BALANCE CONTRACTOR.
SANITARY WASTE / VENT AND STORM PIPING:
1. SANITARY WASTE/VENT AND STORM DRAIN PIPING BELOW GRADE: PROVIDE RIGID SCH-40 PVC
CONFORMING TO ASTM D1785 AND ASTM D2665. FITTINGS: SCH-40 DWV FITTINGS CONFORMING TO ASTM
D2665.
2. SANITARY WASTE/VENT AND STORM DRAIN PIPING ABOVE GRADE: PROVIDE SERVICE WEIGHT CAST IRON
NO-HUB PIPE AND FITTINGS (CISPI 301) WITH NEOPRENE, GASKET AND STAINLESS STEEL CLAMP JOINTS
(CISPI 310).
3. SLOPE SANITARY WASTE AND STORM DRAIN PIPING AT ¼ ” PER FOOT MINIMUM FOR PIPING 2½" AND
SMALLER AND ¼" PER FOOT MINIMUM FOR PIPING 3" AND LARGER UNLESS NOTED OTHERWISE. SLOPE ALL
KITCHEN WASTE PIPING AT ¼” PER FOOT MINIMUM.
4. PROVIDE CLEAN-OUTS AT THE BASE OF SANITARY WASTE STACKS AND STORM DRAIN RISERS AND AT
EVERY TURN IN PIPING IN EXCESS OF 45° AND NO FURTHER THAN 100'-0" APART IN A LOCATION THAT
PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS.
5. PROVIDE FLOOR CLEANOUTS WITH TOPS DESIGNED TO MATCH SPECIFIC FLOOR FINISHES SUCH AS
CARPET, TILE, ETC. YARD CLEANOUTS SHALL BE PROVIDED IN AN 18"x18"x6" CONCRETE PAD.
6. WHERE WASTE PIPING IS EXPOSED IN REST ROOM AREAS, PROVIDE CHROME PLATED BRASS PIPING,
REMOVABLE P-TRAPS, MATCHING STOPS AND ESCUTCHEONS FOR ALL LAVATORIES.
7. INSULATE MECHANICAL ROOM FLOOR DRAIN BODIES, P-TRAP AND HORIZONTAL DRAIN PIPING ABOVE
GRADE WITH 1” THICK GLASS FIBER INSULATION WITH VAPOR BARRIER AND JACKET.
8. INSULATE ROOF DRAIN BODIES AND HORIZONTAL PRIMARY AND SECONDARY STORM DRAIN PIPING ABOVE
GRADE WITH 1" THICK GLASS FIBER INSULATION WITH VAPOR BARRIER AND JACKET.
9. PIPING INSULATION, JACKETS, COVERINGS, SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET
A FLAME-SPREAD RATING OF 25 OR LESS AND A SMOKE-DEVELOPED RATING OF 50 OR LESS, AS TESTED
BY ASTM E84 (NFPA 255) METHOD.
10. SUMP PUMP DISCHARGE PIPING: PROVIDE SCHEDULE 40 GALVANIZED STEEL PIPE (ASTM A53) AND
GALVANIZED 150 POUND MALLEABLE IRON FITTINGS (ASME B16.3) WITH THREADED JOINTS. SLOPE SUMP
DISCHARGE LINE AT 1% SLOPE TOWARDS SUMP PUMP.
NATURAL GAS PIPING:
1. NATURAL GAS PIPING AND FITTINGS ABOVE GRADE: SCHEDULE 40 BLACK STEEL PIPING, TYPE S,
SEAMLESS, GRADE B (ASTM A 53) AND 150 PSI MALLEABLE BLACK IRON FITIINGS, GRADE 32510, (ASTM B
16.3) OR FORGED STEEL WELDING TYPE FITTINGS (ASTM A234). PROVIDE THREADED JOINTS FOR PIPE 2"
AND SMALLER. PROVIDE WELDED JOINTS (ASME B31.9) FOR PIPE 2½" AND LARGER.
2. NATURAL GAS PIPING AND FITTINGS OUTSIDE BELOW GRADE: SCHEDULE 40 BLACK STEEL TYPE S,
SEAMLESS, GRADE B (ASTM A 53) AND FORGED STEEL WELDING TYPE FITTINGS (ASTM A234) WITH (AWWA
C105) POLYETHYLENE JACKET OR DOUBLE LAYER, HALF LAPPED 10 MIL POLYETHYLENE TAPE. PROVIDE
WELDED JOINTS (ASME B31.9) FOR ALL UNDERGROUND PIPE.
3. SPACE GAS PIPING HANGER RODS 7 FEET ON CENTER MAXIMUM AND SPACE TRANSVERSE BRACING 20
FEET ON CENTER MAXIMUM. TRANSVERSE BRACING FOR ONE SECTION MAY ACT AS LONGITUDINAL
BRACING FOR THE PIPE SECTION CONNECTED TO IT IF THE BRACING IS INSTALLED WITHIN 24" OF THE
ELBOW OR TEE. COORDINATE HANGER LOCATIONS WITH STRUCTURAL DRAWING DETAILS.
4. PROVIDE A.G.A. CERTIFIED SHUT-OFF VALVES MINIMUM, 125 PSI RATED, NON-LUBRICATED PLUG TYPE
WITH BRONZE BODY AND BRONZE PLUG, STRAINERS AND REGULATORS (AS RECOMMENDED BY THE
EQUIPMENT MANUFACTURER) FOR ALL EQUIPMENT CONNECTED TO THE NATURAL GAS SYSTEM.
5. GAS PRESSURE REGULATORS SHALL COMPLY WITH ANSI Z21.80. REGULATORS SHALL BE CAST IRON OR
DIE-CAST ALUMINUM CONSTRUCTION WITH INTERCHANGEABLE ZINC-PLATED STEEL SPRINGS,
ZINC-PLATED STEEL DIAPHRAGM PLATE, NITRILE RUBBER SEAT DISC, INTERCHANGEABLE ALUMINUM
ORIFICE, AND ULTRAVIOLET-STABILIZED MINERAL FILLED NYLON SEAL PLUG. REGULATOR SHALL BE
SINGLE-PORT SELF-CONTAINED WITH ORIFICE NO LARGER THAN REQUIRED AT MAXIMUM PRESSURE INLET
AND NO PRESSURE SENSING PIPING EXTERNAL TO THE REGULATOR. PRESSURE REGULATOR SHALL
MAINTAIN DISCHARGE PRESSURE SETTING DOWNSTREAM AND NOT EXCEED 150 PERCENT OF DESIGN
DISCHARGE PRESSURE AT SHUTOFF. OVERPRESSURE PROTECTION DEVICE SHALL BE FACTORY
MOUNTED ON REGULATOR. WHEN USING VENTLESS REGULATORS, MOUNT REGULATOR IN A HORIZONTAL
UPRIGHT POSITION. IF VENTED TYPE REGULATORS ARE USED, INSTALL VENT PIPING (FULL SIZE OPENING)
FROM GAS PRESSURE REGULATORS TO OUTDOORS AND TERMINATE IN WEATHERPROOF HOOD.
6. PAINT ALL GAS PIPING WITH 2 COATS OF YELLOW ENAMEL PAINT APPLIED WITH A BRUSH (2 MIL
THICKNESS MINIMUM). STENCIL "GAS" ON PIPE AT 12'-0" CENTERS FOR ALL LOW PRESSURE PIPING (0.5
PSI). STENCIL "5-PSI GAS" ON PIPE AT 6'-0" CENTERS FOR 5 PSI GAS PIPING.
ABOVEGROUND: TYPE L HARD COPPER
ALL CONDENSATE PIPE SHALL BE INSULATED.
UNDERGROUND:
PIPE: RIGID SCH-40 PVC CONFORMING TO ASTM D1785 AND
ASTM D2665.
FITTINGS: SCH-40 DWV FITTINGS CONFORMING TO ASTM D2665.
* UNDERGROUND PIPE SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS.
ABOVEGROUND: SERVICE CLASS HUBLESS CAST IRON PIPE AND
FITTINGS CONFORMING TO CISPI 301 W/ HEAVY DUTY S.S.
COUPLINGS CONFORMING TO ASTM C1540
ALL ROOF DRAIN BODIES AND HORIZONTAL RAINWATER PIPE
SHALL BE INSULATED.
ABOVEGROUND:
PIPE: TYPE L HARD DRAWN TEMPER, CONFORMING TO ASTM B88
FITTINGS: WROUGHT COPPER SOLDER JOINT SEAMLESS,
CONFORMING TO ASTM B75 AND ASME B16.22
SOLDER: 95-5 (95% TIN AND 5% ANTIMONY) CONFORMING TO ASTM B
32, ALLOY GRADE SB5 OR SILVER SOLDER CONFORMING TO AMS
4773C. NO LEAD OR CORED SOLDER.
UNDERGROUND:
PIPE: RIGID SCH-40 PVC CONFORMING TO ASTM D1785 AND
ASTM D2665.
FITTINGS: SCH-40 DWV FITTINGS CONFORMING TO ASTM D2665.
* UNDERGROUND PIPE SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS.
ABOVEGROUND: SERVICE CLASS HUBLESS CAST IRON PIPE AND
FITTINGS CONFORMING TO CISPI 301 W/ HEAVY DUTY S.S.
COUPLINGS CONFORMING TO ASTM C1540
ABOVEGROUND: SCH-40 BLACK STEEL PIPE WITH
BLACK MALLEABLE IRON THREADED FITTINGS.
PLUMBING LEGEND SLOPE OF HORIZONTAL DRAINAGE PIPE GENERAL NOTES
SHOCK ARRESTOR SCHEDULE
PLUMBING LOAD SUMMARYWASTE CONNECTED
LOADQTY DFU TOTAL
DISHWASHINGMACHINE
1 2 2
CLOTHES WASHER 7 2 14
DRINKING FOUNTAIN 2 0.5 1
FLOOR DRAINS 0 2 0
SINKS 185 2 370
LAVATORY PUBLIC 14 1 14
PRIVATE 0 1 0
MOP BASINS 1 2 2
BATHROOM GROUP PRIVATE 176 5 880
BATHTUB PRIVATE 0 2 0
SHOWER PUBLIC 0 2 0
PRIVATE 0 2 0
KITCHEN SINK W/ DW 0 2 0
URINALS (1.0 GPF) 2 2 4
WATER CLOSET TANK 0 4 0
WATER CLOSETS PUBLIC 15 4 60
PRIVATE 0 3 0
TOTAL DRAINAGE
FIXTURE UNITS
CONNECTED
1347
SUPPLY CONNECTED
LOADQTY COLD HOT COMB TOTAL
DISHWASHINGMACHINE
1 0 10 10 10
CLOTHES WASHER 7 3 3 4 28
DRINKING FOUNTAIN 2 0.25 0 0.25 0.5
SINKS 185 1 1 1.4 259
LAVATORY PUBLIC 14 1.5 1.5 2 28
PRIVATE 0 0.5 0.5 0.7 0
MOP BASINS 1 2.25 2.25 3 3
BATHROOM GROUP PRIVATE 176 2.7 1.5 3.6 633.6
BATHTUB PRIVATE 0 1 1 1.4 0
SHOWER PUBLIC 0 3 3 4 0
PRIVATE 0 1 1 1.4 0
KITCHEN SINK 0 1 1 1.4 0
URINALS (1.0 GPF) 3/4" FV 2 5 0 5 10
WATER CLOSET TANK 0 5 0 5 0
WATER CLOSETS PUBLIC 15 10 0 10 150
PRIVATE 0 6 0 6 0
TOTAL SUPPLY
FIXTURE UNITS
CONNECTED
1122.1
TOTAL PEAK
DEMAND IN GPM223.14
MATERIALS AND NOTES
MATERIAL SCHEDULE
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overcash demmitt
2010 south tryon st. suite 1acharlotte north carolina 28203
office.704.332.1615web. www.oda.us.com
09/14/15
Copyright 2015ODA No. CADD File:
Overcash Demitt Architects
9/1
5/2
015 8
:47
:43 P
M
616 SouthSalisbury Street
Raleigh, NC
GENERAL NOTES- PLUMBING
09.14.2015
PERMIT SUBMITTAL
P.001122560
No. Description Date
PERMIT SUBMITTAL 9/14/15
NOTES:
1. P.C. TO PROVIDE AND INSTALL TRUBRO "LAV-GUARD" ON ALL EXPOSED COLD AND HOT WATER PIPES, STOPS, WASTE PIPE AND P-TRAP. COORDINATE COLOR WITH ARCHITECT.
2. P.C. TO PROVIDE 3-WAY STOP ON COLD WATER SIDE OF SINK AND CONNECT COUNTER TOP COFFEE MACHINE. PROVIDE IN-LINE WATER FILTER.
3. FURNISHED AND INSTALLED BY OTHERS. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL SERVICE ROUGHI-INS AND MAKE FINAL CONNECTIONS.
4. P.C. TO PROVIDE HEAVY DUTY STOPS AND HEAVY DUTY BRASS TRAPS W/ DRAIN PLUGS.
5. COORDINATE ELECTRICAL REQUIREMENTS WITH GENERAL AND ELECTRICAL CONTRACTORS.
6. COORDINATE LOCATION OF OUTLET/JUNCTION BOX WITH GENERAL AND ELECTRICAL CONTRACTORS.
7. P.C. SHALL PROVIDE OFFSET LAVATORY OR SINK TAIL-PIECE AS NEEDED TO ACHIEVE A.D.A. CLEARANCE REQUIREMENTS.
DESCRIPTIONSYMBOL
TOILETHET (HIGH EFFICIENCY TOILET)TANK TYPE, 2-PIECE, 1.28 GPFFLOOR MOUNTEDGRAVITY FLUSH (CLASS SIX)
P1G
COLDWATER
HOTWATER
WASTE
RISE / GPMTANK CAPACITY
(GALLONS)GAS INPUT
(BTU/H)ELECKW
120V/60HZ/1PH4 AMPS
NC380-SV-ASME
P2G
P3G
P5G
BATHTUB, GUEST ROOM
PRESSURE BLANCED SHOWER
VALVE. WALL SHOWERHEAD
P1GH
SHOWER, GUEST ROOM
PRESSURE BALANCED SHOWER
VALVE. WALL SHOWERHEAD
FIXTURE: MINCEY MARBLE MODEL TD-3472-OS/IF WITH BRUSH NICKEL TRENCH DRAIN COVER.SHOWER VALVE: DELTA COMPEL MODEL T1426-LHD & R10000-UNWS POLISHED CHROME, LESS SHOWER HEADSHOWER HEAD: SPEAKMAN MODEL S-2005-HB ANYSTREAM 2000 MULTI-FUNCTION, POLISHED CHROME, 2.50 GPM.GRID DRAIN: KOHLER MODEL K-9132 POLISHED CHROME CAULKING CONNECTION DRAINP-TRAP: 2" DEEP SEAL TRAP
P4G
STAINLESS STEEL SINKGUESTROOM KITCHEN SINKUNDERMOUNT
ACCEPTANCE FACTORTOTAL VOLUME
(GALLONS)
SHOWER, GUEST ROOM
ADA COMPLIANT
PRESSURE BALANCED SHOWER
VAVLE. WALL SHOWERHEAD AND
HAND HELD SHOWER WITH HOSE
AND SLIDE BAR.
P4GH
TOILET, ADA COMPLIANTHET (HIGH EFFICIENCY TOILET)TANK TYPE, 2-PIECE, 1.28 GPFFLOOR MOUNTEDGRAVITY FLUSH (CLASS SIX)
380,000
NORITZ120V/60HZ/1PH
4 AMPS
P2GH
LAVATORY, ADA COMPLIANTUNDERMOUNT
GPM EACH UNIT TOTAL FLOW# UNITSELECKW
N/ACH2F-50 2
CH2F-20NORITZ 2N/A
ACCEPTANCE FACTORTOTAL VOLUME
(GALLONS)
NORITZ120V/60HZ/1PH
4 AMPSNC380-SV-ASME 380,000
FIXTURE: AMERICAN STANDARD CHAMPION PRO MODEL 211AA.104 RIGHT HEIGHT ELONGATED TOILET, VITREOUS CHINA, HET 1.28 GPF,1000G MAP SCORE AT 1.28GPF, 10 YEAR WARRANTY.SEAT: AMERICAN STANDARD MODEL 5324.019.020 RISE AND SHINE CLOSED FRONT
VENT
FIXTURE: AMERICAN STANDARD CHAMPION PRO MODEL 211AA.104 ADA RIGHT HEIGHT ELONGATED TOILET, VITREOUS CHINA, HET 1.28GPF, 1000G MAP SCORE AT 1.28GPF, 10 YEAR WARRANTY.SEAT: AMERICAN STANDARD MODEL 5324.019.020 RISE AND SHINE CLOSED FRONT
FIXTURE: KOHLER MODEL K-3335 UNDERTONE STAINLESS STEELDRAIN: KOHLER K-8801-CP DUOSTRAINERFAUCET: SYMMONS MODEL SPB-3510-1.5 DIA SINGLE HANDLE, 11" SPOUT, 1.5 GPMP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"
STOPS: MCGUIRE 175
FIXTURE: AMERICAN STANDARD MODEL 2391.202.020(R) OR 2390.202.020(L) AS REQUIRED, 60"x30" x14" PRINCETONSHOWER VALVE: DELTA COMPEL MODEL T14661-LHD & R10000-UNWS POLISHED CHROME, LESS SHOWER HEADSHOWER HEAD: SPEAKMAN MODEL S-2005-HB ANYSTREAM 2000 MULTI-FUNCTION, POLISHED CHROME, 2.50 GPM.GRID DRAIN: MCGUIRE 1221LAT LIFT AND TURN BATH WASTE W/ OVERFLOW, CHROME PLATED NO-CAULK DRAINP-TRAP: 2" DEEP SEAL TRAP
FIXTURE: AMERICAN STANDARD MODEL 0614.000.020 WHITE STUDIO 18.25"x12.125"x6"DRAIN: MCGUIRE 155A GRID STAINERFAUCET: DELTA COMPEL MODEL 561LF-MPU POLISHED CHROME, SINGLE HANDLE, DECK MOUNT, 7.5" HIGH, 1.5 GPMP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"
STOPS: MCGUIRE 175-LK
PROVIDE INSULATION KIT FOR EXPOSEDTRIM: TRUEBRO "LAV-GUARD" ORAPPROVED EQUAL.
COORDINATE RIGHT OR LEFT HANDCONTROLS WITH ARCHITECTURALINTERIOR ELEVATIONS
RIM HEIGHT 16 1/2"
PROVIDE LEVER ON WIDE SIDE OF STALLSEAT HEIGHT 17"-19" AFF
COORDINATE RIGHT OR LEFT HANDCONTROLS WITH ARCHITECTURALINTERIOR ELEVATIONS
PROVIDE INSULATION KIT FOR EXPOSEDTRIM: TRUEBRO "LAV-GUARD" ORAPPROVED EQUAL.
COORDINATE RIGHT OR LEFT HANDCONTROLS WITH ARCHITECTURALINTERIOR ELEVATIONS
GUEST ROOMS
PUBLIC RESTROOMS
TOILETFLOOR MOUNTEDFLUSH TANK 1.28 GPF
P1
TOILET, ADA COMPLIANTFLOOR MOUNTEDFLUSH TANK 1.28 GPF
P1H
P3LAVATORY, ADA COMPLIANTUNDERMOUNTEDSENSOR OPERATED FAUCET
URINAL, ADA COMPLIANTWALL LHUNGFLUSH VALVE 1.0 GPF
FIXTURE: AMERICAN STANDARD MODEL 6590.001.020, WASHBROOK, WHITEFLUSH VALVE: AMERICAN STANDARD MODEL 6045.101.002, EXPOSED FLUSH VALVE, POLISHED CHROMECOLOR: WHITECARRIER: SMITH 0644, 0624
P2H
STAINLESS STEEL SINK, A.D.A.BREAK ROOM SINK
P5
P4 ELECTRIC WATER COOLED, ADAWALL MOUNTED, SPLIT LEVEL
FIXTURE: AMERICAN STANDARD MODEL 0355.012.020 WHITE OVALYN 17"x14"x5.5" GRANITEDRAIN: MCGUIRE 155A GRID STRAINERFAUCET: SLOAN MODEL EBF-650-BDT BATTERY POWERED HAND WASH FAUCET, A.D.A., HEAVY DUTY CAST BRASS, 0.5 GPM VANDALPROOF FLOW RESTRICTOR, WITH BELOW DECK THERMOSTATIC MIXING VALVEP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"
STOPS: MCGUIRE 175-K
FIXTURE: ELKAY MODEL EDFPBM117C BARRIER FREE DUAL BIRD BATH STYLE WALL MOUNT DRINKING FOUNTAIN WITH ELKAY MODELECH8 REMOTE MOUNT CHILLER. MOUNT CHILLER ABOVE CEILING WITHIN 15 FEET OF DRINKING FOUNTAIN.P-TRAP: MCGUIRE 8902 1 1/4" x 11/2"
STOP: MCGUIRE 175
FIXTURE: ELKAY LRAD2521 LUSTERTONE STAINLESS STEEL 21"x15.75"x5.5" DEEP, TOP MOUNTDRAIN: ELKAY LK-34FAUCET: DELTA B4410LF FOUNDATION SERIES DECK MOUNT, SIDE SPRAY, 8-3/8" SWING SPOUT, 4" CENTERS, 2.20 GPMP-TRAP: MCGUIRE 8912 1 1/2" x 11/2"
STOPS: MCGUIRE 175
RIM HEIGHT 16 1/2"
PROVIDE LEVER ON WIDE SIDE OF STALLSEAT HEIGHT 17"-19" AFF
PROVIDE INSULATION KIT FOR EXPOSEDTRIM: TRUEBRO "LAV-GUARD" ORAPPROVED EQUAL.
P7
EMERGENCY EYE WASHWALL MOUNTED
P9
MOP SINKMOLDED STONE24" x 24' x 10"BUMPER GUARDS
P8LAUNDRY ROOM SINKDOUBLE COMPARTMENT40" x 24"2 HOLE DRILLING
BASIN: FIAT MODEL MSBID2424-100DRAIN: FIAT MODEL QIC3SNFAUCET: FIAT MODEL 830AA, POLISHED CHROMEACCESSORIES: FIAT MODEL 832AA STAINLESS STEEL HOSE & HOSE BRACKETACCESSORIES: FIAT MODEL 889CC STAINLESS STEEL MOP HANGERACCESSORIES: FIAT MODEL E77AA24 VINYL BUMPERGUARDSACCESSORIES: FIAT MODEL MSG2424 #304 STAINLESS STEEL, 20GA WALL GUARDS, CORNER BRACKET, TWO WALLS
FIXTURE: FIAT FLTD II ONE-PIECE MOLDED STONE, TWIN COMPARTMENT, WHITE, 4 LEGSDRAIN: MCGUIRE 155FAUCET: FIAT A1, 6.25" SWING SPOUT, 4" CENTERS, POLISHED CHROMEP-TRAP: MCGUIRE 8912 1 1/2" x 11/2"
STOPS: MCGUIRE 175
FIXTURE: SPEAKMAN MODEL SE-580-PT WALL MOUNTED YELLOW ABS EYEWASH BOWL, STAINLESS STEEL HAND OPERATED CONTROLS.
APPROVED MANUFACTURERS: SPECIFIED MANUFACTURER/PRODUCT: ACCEPTED SUBSTITUTION:
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE MODEL WHICH MOST CLOSELY MATCHESTHE SPECIFIED PRODUCT. PROVIDE ONLY PRODUCTS MADE BY THE MANUFACTURERS LISTED.
KOHLER (CHINA)CHURCH (TOILET SEATS)MOEN COMMERCIAL (FAUCETS)ELKAY (S.S. SINKS)MCGUIRE (SUPPLY STOPS)ELKAY (WATER COOLERS)FIAT( UTILITY SINKS)GUARDIAN (SAFETY FIXTURES)
AMERICAN STANDARDCENTOCO, BENEKE, BEMISAMERICAN STANDARD, KOHLERJUSTBRASSCRAFT, E.B.C.HAWS, OASISFLORESTONE, ZURN, STERN WILLIAMSHAWS, BRADLEY
FOOD WASTE DISPOSER
FIXTURE: EQUAL TO INSINKERATOR BADGER 5XP FOOD WASTE DISPOSER, DISHWASHER CONNECTION, COMPACT, 3/4HP QUIET
DURA-DRIVE INDUCTION HEAVY DUTY MOTOR, CONTINUOUS FEED, GALVANIZED STEEL CONSTRUCTION AND GRINDING ELEMENTS
WITH TWO S.S. 360° SWIVEL LUGS, 120V/1PH/60HZ, 9.5AMP, 1725RPM, ON/OFF WALL SWITCH CONTROL. CONNECT DISHWASHER TO
DISPOSER AS REQUIRED BY STATE AND LOCAL CODES.
FWD1
P3GH STAINLESS STEEL SINK, ADAGUESTROOM KITCHEN SINKUNDERMOUNT
FIXTURE: EQUAL TO CHAMPION PRO MODEL 211AA.104 ADA RIGHT HEIGHT ELONGATED TOILET, VITREOUS CHINA, HET 1.28 GPF, 1000GMAP SCORE AT 1.28GPF, 10 YEAR WARRANTY.SEAT: AMERICAN STANDARD MODEL 5901.110SS.020 STAINLESS STEEL CHECK HINGE, EVERCLEAN, OPEN FRONT
P5GH
BATHTUB, GUEST ROOM
ADA COMPLIANT
PRESSURE BLANCED SHOWER
VALVE. WALL SHOWERHEAD
COORDINATE RIGHT OR LEFT HANDCONTROLS WITH ARCHITECTURALINTERIOR ELEVATIONS
P6LAVATORY, A.D.A.WALL HUNGGRID DRAIN
FIXTURE: AMERICAN STANDARD MODEL 0355.012.020 WHITE LUCERNE 20.5"x18.25"x6.5"DRAIN: MCGUIRE 155A GRID STRAINERFAUCET: DELTA MODEL 523LF-HDF SINGLE HANDLE 1.5 GPM, 5" SPOUT, 4" CENTERS, POLISHED CHROMEP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"
STOPS: MCGUIRE 175-K
PROVIDE INSULATION KIT FOR EXPOSEDTRIM: TRUEBRO "LAV-GUARD" ORAPPROVED EQUAL.
FIXTURE: AMERICAN STANDARD MODEL 2391.202.020(R) OR 2390.202.020(L) AS REQUIRED, 60"x30" x14" PRINCETONSHOWER VALVE: DELTA COMPEL MODEL T14661-LHD & R10000-UNWS & 50560 POLISHED CHROME, LESS SHOWER HEADDIVERTER: DELTA COMPEL MODEL T11861 & R11000 3-FUNCTION, POLISHED CHROMESHOWER HEAD: SPEAKMAN MODEL S-2005-HB ANYSTREAM 2000 MULTI-FUNCTION, POLISHED CHROME, 2.50 GPM.SHOWER HEAD HAND HELD: SPEAKMAN MODEL VS-2950 WITH SLIDE BAR AND VACUUM BREAKER, POLISHED CHROME, 2.5 GPMGRID DRAIN: MCGUIRE 1221PU POP-UP BATH WASTE W/ OVERFLOW, CHROME PLATED NO-CAULK DRAINP-TRAP: 2" DEEP SEAL TRAP
FIXTURE: MINCEY MARBLE MODEL SP-3162-C/SF ROLL-IN WITH BRUSH NICKEL TRENCH DRAIN COVER, CREAM-MATTE.SHOWER VALVE: DELTA COMPEL MODEL T14261-LHD & R10000-UNWS POLISHED CHROME, LESS SHOWER HEADDIVERTER: DELTA COMPEL MODEL T11861 & R11000 3-FUNCTION, POLISHED CHROMESHOWER HEAD: SPEAKMAN MODEL S-2005-HB ANYSTREAM 2000 MULTI-FUNCTION, POLISHED CHROME, 2.50 GPM.SHOWER HEAD HAND HELD: SPEAKMAN MODEL VS-2951 WITH SLIDE BAR AND VACUUM BREAKER, POLISHED CHROME, 2.5 GPMGRID DRAIN: KOHLER MODEL K-9132 POLISHED CHROME CAULKING CONNECTION DRAINP-TRAP: 2" DEEP SEAL TRAP
FIXTURE: KOHLER MODEL K-3335 UNDERTONE STAINLESS STEELDRAIN: KOHLER K-8801-CP DUOSTRAINERFAUCET: SYMMONS MODEL SPB-3510-1.5 DIA SINGLE HANDLE, 11" SPOUT, 1.5 GPMP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"
STOPS: MCGUIRE 175
FIXTURE: EQUAL TO CHAMPION PRO MODEL 211AA.104 ADA RIGHT HEIGHT ELONGATED TOILET, VITREOUS CHINA, HET 1.28 GPF, 1000GMAP SCORE AT 1.28GPF, 10 YEAR WARRANTY.SEAT: AMERICAN STANDARD MODEL 5901.110SS.020 STAINLESS STEEL CHECK HINGE, EVERCLEAN, OPEN FRONT
NC380-SV-ASME 380,000
FIXTURE: AMERICAN STANDARD MODEL 0614.000.020 WHITE STUDIO 18.25"x12.125"x6"DRAIN: MCGUIRE 155A GRID STAINERFAUCET: DELTA COMPEL MODEL 561LF-MPU POLISHED CHROME, SINGLE HANDLE, DECK MOUNT, 7.5" HIGH, 1.5 GPMP-TRAP: MCGUIRE 8902 1 1/4" x 11/2"
STOPS: MCGUIRE 175-LK
LAVATORY,UNDERMOUNT
SEE NOTE 7
SEE NOTE 7
SEE NOTE 7
SEE NOTE 7
SEE NOTE 7
NOTE: ALL SUBMITTED FIXTURES MUST BE APPROVED BY MARRIOTT.
COORDINATE ABOVE CEILINGINSTALLATION WITH ALL TRADES.PROVIDE ACCESS PANELS TO P-TRAPS ONBATHROOM SIDE OFF WALL.
BASIS OF DESIGN
MODELMANUFACTURERMARK
TH1
DESCRIPTION
10 UNITS LOCATED IN PENTHOUSE MECH. RM. ACCESSORIES; SYSTEM CONTROLLER SC-201-12M(1)REQ., ISOLATION VALVE IK-WV-300-TH-LF (10)REQ. (SEE NOTES 1-3)
DIMENSIONS
80°F @ 7.6 29.7"Hx19.1"Wx11.8"DNORTIZ
TH2
BASIS OF DESIGN
MODEL
AMTROL
MANUFACTURERMARK
HAT1
DESCRIPTION
WX-457C
DIAMETER HEIGHT
1.0 48" 97"DESIGN GALLONS = 1000, BASED ON 250 GPM FLOW RATE, 1 MINUTE RUNTIME, 105 PSI CUT-IN AND 145PSI CUT-OUT PRESSURES.
528
NOTE:
1. ALL WATER HEATERS SHALL MEETS THE FEDERAL ENERGY EFFICIENCY STANDARDS EFFECTIVE JANUARY 20, 2004, ACCORDING TO THE NATIONAL APPLIANCE ENERGY CONSERVATION ACT (NAECA) OF 1992 AND MEETS THE STANDBY LOSS
REQUIREMENTS OF THE U.S. DEPARTMENT OF ENERGY AND CURRENT EDITION OF ASHRAE/IESNA 90.1, ICC AND HUD STANDARDS.
2. PROVIDE AND INSTALL "WARNING LIGHT" (FLUSH MOUNTED RED LED) FOR ABNORMAL OPERATION ALERT. LOCATE ONE LIGHT INSIDE MECHANICAL ROOM AND ANOTHER OUTSIDE MECHANICAL ROOM IN CONSPICUOUS LOCATION.
3. PROVIDE AND INSTALL "OPERATION LIGHT" (FLUSH MOUNTED GREEN LED) FOR POWER TO UNITS IS ENERGIZED. LOCATE ONE LIGHT INSIDE MECHANICAL ROOM AND ANOTHER OUTSIDE MECHANICAL ROOM IN CONSPICUOUS LOCATION.
4. WATER HEATERS SHALL HAVE CONTACTS TO CONTROL OPERATION OF MOTOR OPERATED LOUVERS. COORDINATE WITH M.C.
TANKLESS
TANKLESS
BASIS OF DESIGN
MODELMANUFACTURERMARK
HWT1
DESCRIPTION
2 UNITS PIPED IN PARALLEL, INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.CONNECT TO COLD WATER UPSTREAM OF HEATER SUPPLY CHECK VALVE.
DIMENSIONS
50 17"DIA x 79"TALLNORTIZ
HWT2
NOTE: PROVIDE MODEL H2F-V3006 2-WAY BYPASS VALVES WITH MODEL CH2F-20 UNITS (2 REQ.)
20
100 GPM
40 GPM 10"DIA x 59.5"TALL2 UNITS PIPED IN PARALLEL, INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.CONNECT TO COLD WATER UPSTREAM OF HEATER SUPPLY CHECK VALVE.
BASIS OF DESIGN
MODEL
AMTROL
MANUFACTURERMARK
EX1
DESCRIPTION
ST-30V-C
DIAMETER HEIGHT
.64 16" 19"THERM-X-TROL, ASME, BLADDER TYPE EXPANSION TANK. TO BE LOCATED AT WATER HEATERSSERVING THE GUEST ROOMS
14.0
# UNITS
2
NOTE: ASME APPROVED, 150 PSIG WORKING PRESSURE, FULL ACCEPTANCE BLADDER WELL TANK.
AMTROLEX2 ST-20-C .40 12" 19"THERM-X-TROL, ASME, BLADDER TYPE EXPANSION TANK. TO BE LOCATED AT WATER HEATERSSERVING THE CENTRAL LAUNDRY
8.0
NOTE: ASME APPROVED, 150 PSIG WORKING PRESSURE, THERMAL EXPANSION TANK.
AMTROLEX3 ST-20-C .40 12" 19"THERM-X-TROL, ASME, BLADDER TYPE EXPANSION TANK. TO BE LOCATED AT WATER HEATERSSERVING THE KITCHEN
8.0
TH3 TANKLESS80°F @ 7.6 29.7"Hx19.1"Wx11.8"D5 UNITS LOCATED IN PUMP ROOM ACCESSORIES; SYSTEM CONTROLLER SC-201-6M (1)REQ., ISOLATIONVALVE IK-WV-300-TH-LF (5)REQ. (SEE NOTES 1-3)
80°F @ 7.6 29.7"Hx19.1"Wx11.8"D5 UNITS LOCATED IN PUMP ROOM ACCESSORIES; SYSTEM CONTROLLER SC-201-6M (1)REQ., ISOLATIONVALVE IK-WV-300-TH-LF (5)REQ. (SEE NOTES 1-3)
SPECIFICATION
PLUMBING FIXTURE SCHEDULE
REMARKS
WATER HEATER SCHEDULE
4"
11/2"
2"
4"
2"
HYDRO-ACCUMMULATOR TANK SCHEDULE
2"
WATER TREATMENT @ HEATERS SCHEDULE
EXPANSION TANK SCHEDULE
2"
11/2"
11/2"
2"
11/2"
11/2"
1/2"
1/2"
1/2"
1/2"
1/2"
-
1/2"
1/2"
-
1/2"
1/2"
1/2"
4"
4"
11/2"
2"
11/2"
11/2"
2"
2"
11/2"
11/2"
11/2"
11/2"
1/2"
1/2"
1/2"
-
-
1/2"
-
1/2"
-
3"
-
11/2"
11/2"
-
11/2"
1/2"
1/2"
1/2"
1/2"
-
1/2"
-11/2" - -
11/2"1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
3/4"
2" 11/2"1/2"
1/2"
11/2" 11/2"1/2"
1/2"
11/4"11/2"
11/4"
COORDIANTE LOCATION OF CONTROL PANEL WITH OWNER, GENERAL AND ELECTRICAL CONTRACTORS.NOTE:
SP1 SUMP PUMP -2" - -
COORDINATE ELECTRICAL REQUIREMENTS WITH GENERAL AND ELECTRICAL CONTRACTORS.
STANCOR SE-50 O/M 115/1 OIL-MINDER MULTI-OPTION (SYSTEM TO INCLUDE #SE-50 .5 HP PUMP, 115V SINGLE PHASE. (2) FLOAT SWITCHES AND OIL-MONITORPROBE, ALL WITH 16' CABLES PRE-WIRED INTO A SEPARATE NEMA 4X J-BOX, 8-PIN 25' CABLE FOR QUICK DISCONNECT ASSY. BETWEEN J-BOX & CONTROL.PROVIDE LONGER 8-PIN CABLE FOR REMOTE LOCATION OF CONTROLLER IF REQUIRED. ROUTE DISCHARGE TO SANITARY SEWER SYSTEM. (SEE NOTE)
SPECIFICATIONWASTEITEM DESCRIPTION VENT CW HW
SUMP PUMP SCHEDULE
1/2"1/2"11/4"11/2"
PUMP SCHEDULE
PACKAGED PRESSURE BOOSTER SYSTEMS PUMPS
PACKAGE MODEL PUMP SUCTION DISCHARGE MOTORS MOTOR
TAG MANUF. NUMBER TAG TYPE SERVICE GPM PRESSURE PRESSURE HP RPM V/PH/HZ EFFIC TYPE CONTROL NOTES
BP1 SYNCROFLO 65TGE-0150-6V-XX-SWF55-1
P-1 VERTICAL MULTI-STAGE DOMESTIC 120 30 PSIG 90 PSIG 15 3500 460/3/60 PREMIUM ODP AFD
1 - 12P-2 VERTICAL MULTI-STAGE DOMESTIC 120 30 PSIG 90 PSIG 15 3500 460/3/60 PREMIUM ODP AFD
P-3 VERTICAL MULTI-STAGE DOMESTIC 120 30 PSIG 90 PSIG 15 3500 460/3/60 PREMIUM ODP AFD
HWRP1 TACO RP1 IN-LINE CIRCULATOR GUESTROOMS LOW ZONE 30 0 45 FT/HD 120/1/60 13 - 15
HWRP2 TACO RP2 IN-LINE CIRCULATOR GUESTROOMS HIGH ZONE 30 0 40 FT/HD 120/1/60 13 - 15
HWRP3 TACO RP3 IN-LINE CIRCULATOR HX CIRCULATION 11 0 20 FT/HD 120/1/60 13 - 15
HWRP4 TACO RP4 IN-LINE CIRCULATOR 140 LAUNDRY 2 0 20 FT/HD 120/1/60 13 - 15
HWRP5 TACO RP5 IN-LINE CIRCULATOR 140 KITCHEN 2 0 25 FT/HD 120/1/60 13 - 15
HWRP6 TACO RP6 IN-LINE CIRCULATOR 120 KITCHEN/AMMENITIES 1 0 25 FT/HD 120/1/60 13 - 15
NOTES:
1 EACH PUMP IS SIZED FOR 50% OF SYSTEM DEMAND
2 PACKAGE SHALL BE CONSTRUCTED ON A RIGID STRUCTURAL STAINLESS STEEL BASE AND PUMPS/MOTORS SHALL BE SUPPORTED BY STRUCTURE
3 HEADERS SHALL BE 6" 304 STAINLESS STEEL WITH GROOVED CONNECTIONS ON BOTH ENDS. ONE END OF EACH HEADER SHALL BE CAPPED WITH A GROOVED CAP AND COUPLING.
4 SUCTION AND DISCHARGE CONNECTIONS MAY EACH BE MADE ON EITHER SIDE (I.E. LEFT OR RIGHT)
5 BOOSTER SHALL BE SUPPLIED WITH CHECK VALVES
6 FURNISH VARIABLE SPEED CONTROLLER WITH SUCTION AND DISCHARGE PRESSURE TRANSMITTERS AND DISCHARGE TEMPERATURE SENSOR
7 FURNISH CONTROLS IN NEMA 1 ENCLOSURE
8 FURNISH LOW SUCTION PRESSURE SHUTDOWN
9 FURNISH SINGLE POINT POWER CONNECTION WITH MAIN DISCONNECT
10 REFERENCE SPECIFICATION FOR ADDITIONAL CONTROL REQUIREMENTS
11 PACKAGE SHALL BE DESIGNED FOR LIFT APPLICATIONS
12 SYSTEM PEAK DEMAND DESIGN POINT 120 PSIG AT 235 GPM, 55 PSI POSITIVE PUMP SUCTION
13 PLUMBING CONTRACTOR SHAL LPROVIDE STARTERS AND DISCONNECTS FOR ALL [HWRP] AS REQUIRED. COORDINATE WITH ELECTRICAL CONTRACTOR
14 CONNECT ALL [HWRP] TO ASSOCIATED WATER HEATER CONTROLLER, PROVIDE EXTERNAL RELAYS AS REQUIRED.
15 ALL [HWRP] SHALL BE CONTROLLED BY THE ASSOCIATED WATER HEATER CONTROLLER.
IS O
AN
LRP
EOF S
EN E RG IE N
27919
SEAL
GDI
RDLAMAIL
WIL
T
ON
ROLH RCA
I
AN
E
L.
overcash demmitt
2010 south tryon st. suite 1acharlotte north carolina 28203
office.704.332.1615web. www.oda.us.com
09/14/15
Copyright 2015ODA No. CADD File:
Overcash Demitt Architects
9/1
5/2
015 8
:47
:46 P
M
616 SouthSalisbury Street
Raleigh, NC
SCHEDULES -PLUMBING
09.14.2015
PERMIT SUBMITTAL
P.002122560
No. Description Date
PERMIT SUBMITTAL 9/14/15
EQUAL TO ZURN Z-415-BZ, SELF-LEVELING FLOOR DRAIN, 6" ROUND TOP, 9 SQ.IN. OPEN AREA, COMBINATION INVERTIBLE MEMBRANECLAMP AND ADJUSTABLE COLLAR W/ SEEPAGE SLOTS AND POLISHED NICKEL BRONZE LEVELING STRAINER (LIGHT DUTY INTERIORDRAIN)
EQUAL TO ZURN Z-415-B, SELF-LEVELING FLOOR DRAIN, 8" ROUND TOP, 18 SQ.IN. OPEN AREA, COMBINATION INVERTIBLE MEMBRANECLAMP AND ADJUSTABLE COLLAR W/ SEEPAGE SLOTS AND POLISHED NICKEL BRONZE LEVELING STRAINER (LIGHT DUTY BALCONYAREA DRAIN) COORDINATE FINAL DRAIN STYLE WITH BALCONY CONSTRUCTION AND G.C.
FLOOR DRAIN - --
-
FLOOR DRAIN - - EQUAL TO ZURN Z538 MEDIUM DUTY CAST IRON FLOOR DRAIN WITH 12" DIAMETER CAST IRON TOP, DEEP SUMP, SUR-SET BUCKET(LAUNDRY TROUGH DRAIN), PROVIDE WITH TRAPGUARD MODEL TG33-ZURN (COORDINATE MODEL NUMBER WITH TRAPGUARD)
-
-
NOTES:
1. COORDINATE ALL ROUGH IN LOCATIONS AND SERVICE SIZES WITH FOOD SERVICE EQUIPMENT SUPPLIER/CONTRACTOR. (FSEC)
2. COORDINATE ALL LOCATIONS OF EQUIPMENT, DRAINS, SERVICE ROUGH INS WITH ARCHITECTURAL PLANS AND ELEVATIONS, ALL CONFLICTS SHALL BE RESOLVED BEFORE MAKING INSTALLATIONS.
3. KITCHEN EQUIPMENT FURNISHED AND INSTALLED BY OTHERS. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL SERVICE ROUGH-INS AND MAKE FINAL CONNECTIONS.
4. P.C. TO PROVIDE HEAVY DUTY STOPS AND HEAVY DUTY BRASS TRAPS W/ DRAIN PLUGS.
5. PROVIDE REDUCING COUPLINGS AS REQUIRED FOR FINAL CONNECTIONS TO GAS EQUIPMENT.
6. ALL GAS FLEX CONNECTIONS SHALL BE FULL SIZE DIAMETER SPECIFIED.
7. CONTRACTOR SHALL PROVIDE AND INSTALL SUPPLY AND DRAIN PIPING MATERIALS SUITABLE FOR THE TEMPERATURE OF SERVICE EXPECTED.
DESCRIPTIONSYMBOLCOLDWATER
HOTWATER
WASTE GAS
IM1 ICE MAKER BOX
WB1 WASHING MACHINE BOX
EQUAL TO ZURN Z1440 CAST IRON CLEANOUT FERRULE WITH GAS TIGHT ABS TAPERED THREADED PLUG.CO CLEANOUT
EQUAL TO ZURN Z1400 CAST IRON HEAVY DUTY "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, WITH GAS TIGHT ABS TAPEREDTHREADED PLUG AND ROUND SCORIATED NICKEL BRONZE SECURED TOP.
FCO FLOOR CLEANOUT
EQUAL TO ZURN Z1446 CAST IRON CLEANOUT TEE WITH GAS TIGHT ABS TAPERED THREADED PLUG AND ROUND, SMOOTH STAINLESSSTEEL WALL PLATE AND SECURING SCREW.
WCO WALL CLEANOUT
EQUAL TO ZURN Z1406 CAST IRON HEAVY DUTY ADJUSTABLE GRADE CLEANOUT WITH GAS TIGHT TAPERED THREADED PLUG AND CASTIRON HOUSING, ROUND SCORIATED SECURED HEAVY DUTY TOP.
GCO GRADE CLEANOUT
AD1 AREA DRAIN - -
WALL HYDRANT EQUAL TO WOODFORD 67 POLISHED CHROME EXPOSED FREEZELESS WALL HYDRANT, KEYLESS, WALL MOUNTED, BACKFLOW PROTECTED3/4"HB2
WATER FILTER --EQUAL TO AQUA-PURE AP510 CARTRIDGE STYLE CHARCOAL WATER FILTER, WALL MOUNT BEHIND REFRIGERATOR IN ACCESSIBLELOCATION.
WF1
FD1
GREASE INTERCEPTOR(FUTURE RESTAURANT KITCHEN)
4" - -
EQUAL TO OLDCASTLE OR LOCAL AHJ EQUAL, PRECAST 2500 GALLON GREASE INTERCEPTOR, TWO CHAMBER, 4500 PSI CONCRETE W/STRUCTURAL FIBER 2.75 YDS. EST. WEIGHT 11,000 LBS. WITH REINFORCEMENT SCHEDULE #3 GRADE 60 REBAR, TWO H-20 RATED 24" MANHOLEDUCTILE IRON MANHOLE RINGS AND COVERS, ELEVATE 3" ABOVE SURROUNDING SURFACES WITH 24" MINIMUM CONCRETE APRONS. INSTALLPER MANUFACTURERS AND LOCAL CODE REQUIREMENTS. COORDINATE WITH LOCAL INSPECTOR ANY SPECIFIC REQUIREMENTS PRIOR TOINSTALLATION.
GT1
EQUAL TO ZURN Z1185-30, 300 GPM, 45"x45"x40"DEEP, ACID RESISTANT COATED INTERIOR AND EXTERIOR FABRICATED STEEL LINTINTERCEPTOR, NON-SKID SECURED COVER WITH REMOVABLE LIFT HANDLE, ALUMINUM LINT INTERCEPTING SECONDARY SCREENASSEMBLY, AND PERMANENT PRIMARY STRAINING BAFFLE WITH 3/8 DIAMETER PERFORATED HOLES. REGULARLY FURNISHED WITHHIGH INLET AND LOW OUTLET.
LINT TRAPLT1 - -
EQUAL TO GUY GRAY MODEL SSIB2AB, RECESSED 20 GAUGE 304 STAINLESS STEEL ICE MAKER BOX AND FACE PLATE WITH SHUTOFF
VALVE AND 1/4" COMPRESSION FITTING CONNECTION. INSTALL WF1 INLINE TO REFRIGERATOR WATER SUPPLY.
EQUAL TO GUY GRAY MODEL SSWB3, RECESSED 20 GAUGE 304 STAINLESS STEEL WASHING MACHINE BOX AND FACE PLATE WITH INTEGRATEDSHOCK ARRESTORS AND VALVES AND 2" DRAIN,
APPROVED MANUFACTURERS: SPECIFIED MANUFACTURER/PRODUCT: ACCEPTED SUBSTITUTION:
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE MODEL WHICH MOST CLOSELY MATCHESTHE SPECIFIED PRODUCT. PROVIDE ONLY PRODUCTS MADE BY THE MANUFACTURERS LISTED.
JAY R. SMITH (DRAINS, CLEANOUTS)JAY R. SMITH (ROOF DRAINS)WOODFORD (HOSE BIDS, WALL HYDRANTS)SIOUX CHIEF (SHOCK ARRSTORS)AMES (BACKFLOW PREVENTERS)
ZURN, MIFABZURN, MIFABZURN, PRIERPPP, WATTSWATTS, WILKINS
DESCRIPTIONSYMBOLCOLDWATER
HOTWATER
WASTE VENT
2"
GREASE INTERCEPTOR(HOTEL RESTAURANT KITCHEN)
4" - -GT2 2"
2"
-
-
COFFEE BREWER 1/2" CW ROUGH-IN, INSTALL WATER FILTER WF1 INLINE AT ACCESSIBLE LOCATION AND MAKE FINAL CONNECTION TO EQUIPMENT
COLD FOOD WELL 1/2" DRAIN, MAKE FINAL CONNECTION AND ROUTE TO FLOOR SINK.
HAND SINK 1/2" HW AND CW ROUGH-IN AT 12" AFF. 1-1/2" DRAIN AT 24" AFF.
BLENDER STATION 1/2" HW AND CW ROUGH-IN AT 12" AFF. ROUTE 1-1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
ICE BIN 1" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
DRAINBOARD 1" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
DRAFT BEER COOLER 1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
FRYER 3/4" NATURAL GAS, 105,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, PROVIDE REGULATOR IF GAS PRESSURE EXCEEDS 14.0" W.C.
GRIDDLE 3/4" NATURAL GAS, 50,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, INSTALL PROVIDED REGULATOR, PRESSURE REQUIRED 4.0" W.C.
CHARBROILER 3/4" NATURAL GAS, 44,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, INSTALL PROVIDED REGULATOR, PRESSURE REQUIRED 4.0" W.C.
RANGE 3/4" NATURAL GAS, 140,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, INSTALL PROVIDED REGULATOR, PRESSURE REQUIRED 5.0" W.C.
BOILERLESS CONVECTIONSTEAMER
1/2" COPPER DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
CONVECTION OVEN 3/4" NATURAL GAS, 25,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, INSTALL PROVIDED REGULATOR, PRESSURE REQUIRED 3.5" W.C.
HAND SINK 1/2" HW AND CW ROUGH-IN AT 12" AFF. 1-1/2" DRAIN AT 24" AFF.
WORK TABLE W/ SINK1/2" HW AND CW ROUGH-IN AT 16" AFF. INSTALL PROVIDED 52.2 LEVER WASTE AND ROUTE 1-1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPE OPENINGAND RIM OF FLOOR SINK. INSTALL PROVIDED 52.1 PANTRY FAUCET AND MAKE FINAL CONNECTIONS.
ICE CUBER1/2" CW ROUGH-IN AT 70" AFF. INSTALL ROUTE (1)-1/2" DRAIN AND (1)-3/4" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOORSINK. INSTALL ITEM #56 IN CW SUPPLY LINE.
WATER FILTER ASSEMBLYMOUNT FILTER IN ACCESSIBLE LOCATION. CONNECT TO 1/2" CW ROUGH-IN AT 70" AFF. ROUTE 3/8" TUBE FROM STOP TO FILTER AND FROM FILTER TO ITEM #55 ICE CUBER. MAKE
FINAL CONNECTIONS AS REQUIRED.
SOILED DISHTABLE1/2" HW AND CW ROUGH-IN AT 21" AFF. INSTALL ITEM #59 DISPOSER. P.C. TO PROVIDE BASKET STRAINER IF REQUIRED, COORDINATE WITH PROVIDED SINK. INSTALL PROVIDED57.1 PRE-RINSE FAUCET AND MAKE FINAL CONNECTIONS.
DISPOSER1/2" CW ROUGH-IN AT 21" AFF. ROUTE 1-1/2" WASTE TO SS1 LOCATED UNDER SINK IN ACCESSIBLE LOCATION, COORDINATE WITH FSEC. CONNECT 1/2" CW SUPPLY TO DISPOSER
WITH VACUUM BREAKER AND PROVIDED SOLENOID VALVE. CONSULT MANUFACTURES INSTALLATION RECOMMENDATIONS.
DISHWASHER3/4" HW - 140°, ROUGH-IN AT 18" AFF. PROVIDE AND INSTALL PRV IN HW SUPPLY AND SET PRESSURE TO MANUFACTURERS RECOMMENDED PRESSURE. HIGH TEMP 180° DRAIN, ROUTE2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
3 - COMPARTMENT SINK1/2" HW AND CW ROUGH-IN AT 16" AFF. INSTALL (3)-PROVIDED 64.3 LEVER WASTE AND ROUTE 1-1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPEOPENING AND RIM OF FLOOR SINK. INSTALL PROVIDED 64.1 AND 64.2 FAUCET, SPOUT AND MAKE FINAL CONNECTIONS.
HAND SINK 1/2" HW AND CW ROUGH-IN AT 12" AFF. 1-1/2" DRAIN AT 24" AFF.
BLENDER STATION 1/2" HW AND CW ROUGH-IN AT 12" AFF. ROUTE 1-1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
ICE BIN 1" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
DRAINBOARD 1" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
DRAFT BEER COOLER 1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
ICE CUBER1/2" CW ROUGH-IN AT 70" AFF. INSTALL ROUTE (1)-1/2" DRAIN AND (1)-3/4" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOORSINK. INSTALL ITEM #56 IN CW SUPPLY LINE.
WATER FILTER ASSEMBLYMOUNT FILTER IN ACCESSIBLE LOCATION. CONNECT TO 1/2" CW ROUGH-IN AT 70" AFF. ROUTE 3/8" TUBE FROM STOP TO FILTER AND FROM FILTER TO ITEM #55 ICE CUBER. MAKE
FINAL CONNECTIONS AS REQUIRED.
HAND SINK 1/2" HW AND CW ROUGH-IN AT 12" AFF. 1-1/2" DRAIN AT 24" AFF.
WORK TABLE W/ SINK1/2" HW AND CW ROUGH-IN AT 16" AFF. INSTALL PROVIDED 52.2 LEVER WASTE AND ROUTE 1-1/2" DRAIN TO FLOOR SINK. TERMINATE WITH 4" MIN. AIR GAP BETWEEN PIPE OPENINGAND RIM OF FLOOR SINK. INSTALL PROVIDED 52.1 PANTRY FAUCET AND MAKE FINAL CONNECTIONS.
DISHWASHER1/2" HW - 140°, ROUGH-IN AT 8" AFF. PROVIDE AND INSTALL PRV IN HW SUPPLY AND SET PRESSURE TO MANUFACTURERS RECOMMENDED PRESSURE. HIGH TEMP 180° DRAIN, ROUTE5/8" DRAIN TO FLOOR SINK. TERMINATE WITH 2" MIN. AIR GAP BETWEEN PIPE OPENING AND RIM OF FLOOR SINK.
SOILED DISHTABLE1/2" HW AND CW ROUGH-IN AT 21" AFF. INSTALL ITEM #104 DISPOSER. P.C. TO PROVIDE BASKET STRAINER IF REQUIRED, COORDINATE WITH PROVIDED SINK. INSTALL PROVIDED103.1 PRE-RINSE FAUCET AND MAKE FINAL CONNECTIONS.
DISPOSER1/2" CW ROUGH-IN AT 21" AFF. ROUTE 1-1/2" WASTE TO SS1 LOCATED UNDER SINK IN ACCESSIBLE LOCATION, COORDINATE WITH FSEC. CONNECT 1/2" CW SUPPLY TO DISPOSER
WITH VACUUM BREAKER AND PROVIDED SOLENOID VALVE. CONSULT MANUFACTURES INSTALLATION RECOMMENDATIONS.
SODA SYSTEM 1/2" CW ROUGH-IN AT 12" AFF. COORDINATE WITH SODA SYSTEM VENDOR FOR FINAL ROUGH-IN LOCATION.
SODA SYSTEM 1/2" CW ROUGH-IN AT 12" AFF. COORDINATE WITH SODA SYSTEM VENDOR FOR FINAL ROUGH-IN LOCATION.
CLOTHES WASHER/EXTRACTOR3/4" CW AND HW ROUGH-IN AT 36" AFF. PROVIDE (2) CW & (2) HW HOSE BIBBS FOR EACH UNIT. PROVIDE 3/4" STAINLESS STEEL BRAIDED HOSES AND MAKE FINAL CONNECTION.EXTEND 3" DRAIN TO FLOOR TROUGH, TERMINATE DISCHARGE WITH 6" MIN. AIR GAP ABOVE TOP OF FLOOR TROUGH.
CLOTHES DRYER1/2" NATURAL GAS, 135,000 BTUH, QUICK DISCONNECT FLEX HOSE WITH SHUTOFF VALVE, PROVIDE GAS REGULATOR IF REQUIRED. COORDINATE FINAL DELIVER PRESSURE WITHEQUIPMENT PROVIDER. 3/4" COLD WATER CONNECTION, PROVIDE 3/4" STAINLESS STEEL BRAIDED HOSES AND MAKE FINAL CONNECTIONS.
EQUAL TO OLDCASTLE OR LOCAL AHJ EQUAL, PRECAST 2500 GALLON GREASE INTERCEPTOR, TWO CHAMBER, 4500 PSI CONCRETE W/STRUCTURAL FIBER 2.75 YDS. EST. WEIGHT 11,000 LBS. WITH REINFORCEMENT SCHEDULE #3 GRADE 60 REBAR, TWO H-20 RATED 24" MANHOLEDUCTILE IRON MANHOLE RINGS AND COVERS, ELEVATE 3" ABOVE SURROUNDING SURFACES WITH 24" MINIMUM CONCRETE APRONS. INSTALLPER MANUFACTURERS AND LOCAL CODE REQUIREMENTS. COORDINATE WITH LOCAL INSPECTOR ANY SPECIFIC REQUIREMENTS PRIOR TOINSTALLATION.
FD2aFLOOR DRAIN - KITCHEN(FUNNEL)
- -
FS1 FLOOR SINK - FULL GRATE - -EQUAL TO ZN-1902 SANI-FLOR RECEPTOR, 12"x12"x10"DP, WHITE ACID RESISTANT PORCELAIN ENAMEL INTERIOR, W/NICKLE BRONZEFRAME AND FULL GRATE, ANTI-SPLASH BOTTOM DOME STRAINER, OPEN TOP, WITH WHITE A.R.C BUCKET, PROVIDE WITH DEEP SEALTRAP AND TRAP GUARD INSERT
FS2 FLOOR SINK - 1/2 GRATE - -
FS3 FLOOR SINK - 3/4 GRATE - -
EQUAL TO ZURN Z1960-6 SANI-FLOR RECEPTOR, 8" ROUND TOP W/ 4"DIA x 3.75" HIGH FUNNEL, 14" SQ.IN. OPEN AREA, PROVIDE WITHDEEP SEAL TRAP AND TRAP GUARD INSERT (INTERIOR KITCHEN DRAIN)
EQUAL TO ZN-1902 SANI-FLOR RECEPTOR, 12"x12"x10"DP, WHITE ACID RESISTANT PORCELAIN ENAMEL INTERIOR, W/NICKLE BRONZEFRAME AND 1/2 GRATE, ANTI-SPLASH BOTTOM DOME STRAINER, OPEN TOP, WITH WHITE A.R.C BUCKET, PROVIDE WITH DEEP SEALTRAP AND TRAP GUARD INSERT
EQUAL TO ZN-1902 SANI-FLOR RECEPTOR, 12"x12"x10"DP, WHITE ACID RESISTANT PORCELAIN ENAMEL INTERIOR, W/NICKLE BRONZEFRAME AND 3/4 GRATE, ANTI-SPLASH BOTTOM DOME STRAINER, OPEN TOP, WITH WHITE A.R.C BUCKET, PROVIDE WITH DEEP SEALTRAP AND TRAP GUARD INSERT
-
-
-
-
FD2 FLOOR DRAIN - KITCHEN - - EQUAL TO ZURN Z1960 SANI-FLOR RECEPTOR, 8" ROUND TOP, 14" SQ.IN. OPEN AREA, PROVIDE WITH DEEP SEAL TRAP AND TRAPGUARD INSERT (INTERIOR KITCHEN DRAIN)
-
FD4
FD5 FLOOR DRAIN - DROP TOP - - EQUAL TO ZURN ZN-415-I NICKEL BRONZE 5" ROUND TOP FLOOR DRAIN, 8.5 SQ.IN. OPEN AREA, PROVIDE WITH DEEP SEAL TRAP ANDTRAP GUARD INSERT (LIGHT DUTY INTERIOR DRAIN)
-
EQUAL TO ZURN Z507 MEDIUM DUTY CAST IRON DRAIN WITH 7" DIAMETER CAST IRON TOP, PROVIDE WITH DEEP SEAL TRAP AND TRAPGUARD INSERT (MEDIUM DUTY MECHANICAL ROOM DRAIN)
FD6 FLOOR DRAIN - - -
RD1 ROOF DRAIN EQUAL TO ZURN Z-100-C-EA 15" DIAMETER MAIN ROOF DRAIN WITH CAST IRON LOW SILHOUETTE DOME AND UNDERDECK CLAMP
EQUAL TO WILKINS 475 REDUCED PRESSURE BACKFLOW PREVENTER, SHALL BE ASSE LISTED 1013, AND SUPPLIED WITH FULLPORT NRS GATE VALVES. THE MAIN BODY AND ACCESS COVERS SHALL BE EPOXY COATED DUCTILE IRON (ASTM A 536 GRADE 4),THE SEAT RING AND CHECK VALVE SHALL BE NORYL, THE STEM SHALL BE STAINLESS STEEL (ASTM A 276) AND THE SEAT DISCELASTOMERS SHALL BE EPDM. CENTER STEM GUIDED DESIGN SHALL INCORPORATE TWO TORSION SPRINGS TO BIAS THE CHECKIN THE CLOSED POSITION. THE FIRST AND SECOND CHECKS SHALL BE ACCESSIBLE FOR MAINTENANCE WITHOUT REMOVING THERELIEF VALVE OR THE ENTIRE DEVICE FROM THE LINE, SUPPLY WITH AN AIR GAP ADAPTER.
BFP1 BACKFLOW PREVENTER ---
EQUAL TO AMES 400B REDUCED PRESSURE BACKFLOW PREVENTER, BRONZE BODY CONSTRUCTION, TWO POPPET STYLE CHECKVALVES AND REPLACEABLE CHECK SEATS, WITH AN INTERMEDIATE RELIEF VALVE
BFP2 BACKFLOW PREVENTER ---
RELIEF DISCHARGE SHALL BE PIPED TOEXTERIOR WITH 8" PIPE, TWICE DIAMETEROF BACKFLOW SIZE.
SOLIDS INTERCEPTOR EQUAL ZURN MODEL Z1180-SS PROVIDE FOR FOOD DISPOSER IN KITCHEN, INSTALL ABOVE FLOOR,COORDINATE LOCATION WITH FOOD SERVICE EQUIPMENT.
SS1
HOSE BIBB EQUAL TO WOODFORD 24P i" POLISHED CHROME KEYLESS WALL MOUNTED HOSE BIBBHB1
SPECIFICATION
KITCHEN PLUMBING CONNECTION SCHEDULE
SPECIFICATION
PLUMBING FIXTURE SCHEDULE
REMARKS
- 1/2" -
2" 3/4" 3/4"
4" - -
4" - -
4" - -
4" - -
- -
1/4"
6"
-
-
-
-
-
-
1
4
11
12
14
16
17
37
38
40
41
42
43
49
52
55
56
57
59
62
64
81
82
84
86
87
89
90
91
95
101
103
104
106
21
AA
BB
SEEPLAN
SEEPLAN
SEEPLAN
SEEPLAN
SEEPLAN
SEEPLAN
SEEPLAN
SEEPLAN
SEEPLAN
SEEPLAN
- --SEEPLAN
SEEPLAN
SEEPLAN
2" - - -
- 1/2" -- 1/2" - -
FS - - -
1-1/2" 1/2"1/2" -
FS 1/2"1/2" -
FS - - -
FS - - -
FS - - -
- - - 3/4"
- - - 3/4"
- - - 3/4"
- - - 3/4"
FS - - -
- - - 3/4"
1-1/2" 1/2"1/2" -
FS 1/2"1/2" -
FS 1/2" - -
- 3/8" - -
- 1/2"1/2" -
1-1/2" 1/2" - -
FS - 3/4" -
FS 1/2"1/2" -
1-1/2" 1/2"1/2" -
FS 1/2"1/2" -
FS - - -
FS - - -
FS - - -
FS 1/2" - -
- 3/8" - -
1-1/2" 1/2"1/2" -
FS 1/2"1/2" -
FS - 1/2" -
- 1/2"1/2" -
1-1/2" 1/2" - -
- 1/2" - -
- 1/2" - -
3"I.D.
-
- 1/2" - 1/2"
3/4"3/4"
Tankless Water Heater Sizing Calculator
Developed by the Plan Review Unit of the Environmental Health Services Section NC
Division of Environmental Health
Enter the quantity of each piece of equipment listed below.
For other equipment enter the description and gallon per minute (GPM) value.
Find dishmachine GPM on the "Dishmachine Specs" sheet below or on the manufacturer's spec sheet
Facility Name: RESIDENCE INN
Address: RALEIGH, NORTRH CAROLINA
Equipment Quantity GPM Calculated
Hand Sink 3 .75 GPM each 2.25
Utensil Wash Sink 0 2 GPM each 0
Prep Sink 2 2 GPM each 4
Mop Sink 0 1 GPM each 0
Can Wash 0 1 GPM each 0
Other equipment Description GPM value
Other equipment 3-COMPARTMENT 3 3
Other equipment (2) BLENDER STATION 3.2 3.2
Other equipment (2) BAR SINK 3.2 3.2
Dishmachine brand Dishmachine Model Dishmachine GPM
CHAMPION DH-2000 4.4 4.4
CHAMPION UH230B 2.2 2.2
Pre-rinse Quantity 2 2 GPM each 4
Total Gallons per Minute (GPM) Needed: 26.25
IS O
AN
LRP
EOF S
EN E RG IE N
27919
SEAL
GDI
RDLAMAIL
WIL
T
ON
ROLH RCA
I
AN
E
L.
overcash demmitt
2010 south tryon st. suite 1acharlotte north carolina 28203
office.704.332.1615web. www.oda.us.com
09/14/15
Copyright 2015ODA No. CADD File:
Overcash Demitt Architects
9/1
5/2
015 8
:47
:47 P
M
616 SouthSalisbury Street
Raleigh, NC
SCHEDULES -PLUMBING
09.14.2015
PERMIT SUBMITTAL
P.003122560
No. Description Date
PERMIT SUBMITTAL 9/14/15
SCALE: SCALE: SCALE:SCALE:
71_4 [184]
7 5__16 [186]
31_4 [83]
8 7__16 [214]
121_2 [318]
71_2 [190]
6 3__16 [157]
10 916 [268]
INLET OUTLET
10 3__16 [259] SPACE
FOR BUCKETREMOVAL
3 [76]
J-BOX
DISCHARGE PIPE
1 1/4"
1 1/2"
Sch80 PVC Pipe
Sch40 Galvanized Steel
304 Stainless Steel
2"
PUMP ON FLOAT
ELEV
ALARM FLOAT
ELEV
OFF PROBE
ELEV
1. STANCOR 50 GPM SIMPLEX MODEL SUBMERSIBLE EFFLUENT PUMP
.5 HP, 115 VOLT, 3600 RPM, 2" DISCHARGE CONNECTION
2. STANCOR CHECK VALVE
3. STANCOR OIL MINDER 115V, 1∅ CONTROL SYSTEM WITH
OPTIONAL BUILT IN AUDIBLE AND VISUAL ALARM WHENPUMP DOES NOT RUN DUE TO OIL IN PIT OR HIGHLIQUID ALARM. PROVIDE SILENCING BUTTON FOR AUDIBLE
ALARM BUILT INTO PANEL. PANEL SHALL HAVE ADDITIONALCONTACT FOR A REMOTE ALARM LOCATION.
SHALL BE PROTECTED WITH TAPECOAT CT CORROSION5. ALL BURIED PUMP PRESSURE DISCHARGE PIPING
PROTECTION TAPE6. OIL MINDER CABLE, POWER CABLE, PROBE CABLE, HIGH
LIQUID ALARM CABLE & PUMP ON FLOAT CABLE.
7. HIGH LIQUID ALARM FLOAT WITH CLAMP DEVICE TO
MOUNT TO PUMP DISCHARGE PIPING
JUNCTION BOX WILL
BE PROVIDED WITH MULTI-PIN CONNECTOR & CORD IN LENGTHSAS REQUIRED, 25 FT. IS STANDARD, OPTIONAL 25 FT. INCREMENTS.LIGHTS FOR OIL SPILL, POWER,HIGH LIQUID LEVEL, OVERLOAD & PUMP RUN
8 PUMP ON FLOAT
ITEMS 1,2,3,4,6,7,8 & 9 PROVIDED BY STANCOR AS A STANDARD PACKAGE
JUNCTION BOX WILL BE PROVIDED WITH MULTI-PIN CONNECTOR ANDCORD IN LENGTHS AS REQUIRED; 25 FT. IS STANDARD, OPTIONAL 25 FT.INCREMENTS AVAILABLE
4
115 VAC 60HZ
POWER IN RMS
MULTI-PIN CONNECTOR25 FT. STANDARD
OIL-MINDER MULTI-OPTION
515 FAN HILL RD.MONROE, CT 06468WWW.STANCORPUMPS.COM
POWEROIL FAULTHIGH LEVELOVERLOAD
SENSORSSETTINGSOVERLOADAMPSOIL MINDER CONTROLPATENTS:4,752,188; 4,715,785; 6,203,281
RESETSILENCE
PUMP RUN MADE IN USA
13 5 7 10
57 10 1315
L1 N P1(N) P2(L) OILRMS RELAY10 AMPS @ 240 VAC FLOATSMAIN COM HIGHOIL FLOAT
FLOOR
GATE VALVE
STANCORSE50
3
8 PIN MALE CONNECTOR
WITH 8 PIN FEMALE CONNECTOR
4
5
7
2
1
8
6MIN. PIT SIZE 24"X24"X24"
9 OIL-MINDER PROBE
9
COVER
NOTES
X
ROUTE DISCHARGE TO 4" STANDPIPE
IN PIPE CHASE, SEE PLAN FOR ROUTING
CHECK VALVE
2" GALV.
CEILING
X
PROVIDE LONGER CABLE FORREMOTE LOCATIONS
11WALL HYDRANT DETAILSCALE: NONE
10DOMESTIC WATER SERVICE ENTRANCESCALE: NONE
14RPZ BFP SCHEMATICNOT TO SCALE (SEE PLAN FOR SIZE)
15HOUSEKEEPING/EQUIPMENT PADNOT TO SCALE (SEE PLAN FOR SIZE)
7WASHER EXTRACTOR DRAIN SCHEMATICSCALE: NONE
7ICEMAKER PIPING DETAILSCALE: NONE
73-COMPARTMENT SINK SCHEMATICSCALE: NONE (1 & 2-COMPARTMENT SIMILAR)
7SOLIDS TRAP SCHEMATICSCALE: NONE (MAIN AND WARMING KITCHEN AT FOOD GRINDER)
7ELEVATOR SUMP PUMP SCHEMATICSCALE: NONE
3FLOOR CLEANOUT
NONE2
WALL CLEANOUTNONE
1GROUND CLEANOUT
NONE4
CLEVIS TYPE HANGERNONE
"Y" BRANCH (USE LONGRADIUS ELBOW ON END C.O.)
12"X12"X4" CONCRETE BLOCK
GRADE
CAST IRON PIPING
UNDERGROUNDDRAINAGE PIPING
SAME SIZE AS SEWER(MAX. 4")
CLEANOUTALL THREAD ROD
CLEVIS HANGER
INSULATION
SHEETMETAL SHIELDINSULATION PROTECTIVE
WASHER (TOP & BOTTOM)
NUT (TOP & BOTTOM)
PIPE
FINISH FLOOR
WALL THICKNESS
STREET ELBOW
REMOVABLEKEY
GRADE
WALL, SEE ARCH.
RAINWATER PIPE
WALL CLAMP
REDUCED PRESSURE DETECTOR ASSEMBLYOR EQUAL CITY APPROVED MODEL
WILKINS MODEL 475DAV
AIR GAP FITTING
DIR
ECTI
ON
OF
FLO
W
18" MIN.
12" AFG
PLUGMAY EXTEND AS DRAIN FROMABOVE
FLOW
DRAIN LINE LENGTHTO SUIT
DRAIN LINE
1/8" BEND AND END OF LINECLEANOUT
FOR WALL CONST. REF.ARCH. DWGS.
CLEANOUT TEE
POLISHED S.S.ACCESS COVER
COUNTERSUNKSCREW
FLOW
CAULKING FERRULE
CLEANOUT PLUG
FINISHED FLOOR
COUNTERSUNK SCREWCLEANOUT COVER
CONCRETE SURFACE ORFLOOR COVERING ASREQUIRED
FLOW
TO MECHANICAL EQUIPMENT
436
1
5
1. AIR GAP FITTING2. NOT USED3. REDUCED PRESSURE BACKFLOW
PREVENTER4. PRESSURE GAUGE5. RUN FULL SIZE PIPE DRAIN FROM AIR GAP
TO EXTERIOR.6. TEST COCK7. WALL OR STRUCTURE SUPPORT
FROM SUPPLY
4
NOTE:PROVIDE PERMANENT SIGN ON ALL NON-POTABLE
HOSE BIBBS AND WALL HYDRANTS INDICATING"CAUTION: NON-POTABLE WATER-DO NOT DRINK"
WWF 4x4-W4.0xW4.0
PADS UP TO12" HIGH
#4 CONT. ALL AROUND
ROUGHEN SURFACE OFSLAB. TREAT AS CONST. JOINT
#4@18" MAX ALLAROUND (TYP.)
DRILL SLAB AND SETDOWELS IN EPOXY
THE EXACT SIZE, SHAPE, AND LOCATION OF EQUIPMENT(HOUSEKEEPING) PAD(S) SHALL BE DETERMINED BY THECONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOREQUIPMENT. ANCHOR BOLTS WHERE REQUIRED SHALL BESIZED AND LOCATED ACCORDING TO MANUFACTURER'SREQUIREMENTS.
SLAB ON GRADE4"
SLAB REINF
6"
3000# CONCRETE
CHROME PLATEDESCUTCHEON AT ALLWALL PENETRATIONS
BALL VALVE WITHTHREADED ENDSWATTS SD3BACKFLOW PREVENTER
FINAL CONNECTION TOEQUIPMENT BY PC
FLOOR
CEILING
SHUTOFF VALVEABOVE CEILING
ROUGH-IN PERMANUFACTURER'SINSTRUCTIONS
3/4"
PIPE ALL DRAIN LINESTO FLOOR DRAIN
FIELD COORDINATEPIPE LOCATIONWITH WALL
CONSTRUCTION
ICEMAKER
FLOOR SINK BY P.C.
4" AIR GAP
1-1/2" DRAIN BY P.C.
SEE SCHEDULEFAUCET BY F.S.E.C.
FLOOR
SINK BY F.S.E.C.3 COMPARTMENT
CO
s"CW FROM ABOVE CEILING.
s"HW-140°F TO ABOVE CEILING
SEE FLOOR PLAN FOR CONTINUATION
s"HW-140°F FROM ABOVE CEILING
SEE SCHEDULEFAUCET BY F.S.E.C.
s"CW FROM ABOVE CEILING.
METAL GRATE BYCONTRACTOR
6" DRAIN WITH DOMESTRAINER ANDSEDIMENT BUCKET
SEE ARCHITECTURAL DRAWINGS
6" FD3
REINFORCED CONCRETESLAB BY GENERALCONTRACTOR
SEE ARCHITECTURALDRAWINGS FOR EXACTDIMENSIONS OF DRAINPIT. THE PIT SHOWN ISFOR ILLUSTRATIONALPURPOSES ONLY.
EXTRACTOR
METAL GRATE BYCONTRACTOR
6" FD3
REINFORCED CONCRETE SLABBY GENERAL CONTRACTOR
SEE ARCH.DRAWINGS
RPZ BFP RELIEF DISCHARGE, PIPESHALL BE TWICE AS LARGE ASDEVICE SIZE. INSTALL 8"DISCHARGE THROUGH WALL ANDPROVIDE RODENT/INSECT PROOFTERMINATION.
PROVIDE FLOOR SLEEVE ALLOWINGFOR MINIMUM OF 1" CLEAR SPACEAROUND PIPE.
4" DOMESTIC UNDERGROUND SUPPLY,SEE CIVIL PLANS FOR CONTINUATION.
4" TO DOMESTIC BOOSTER PUMP SYSTEM
IS O AN
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EOF S
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27919SEAL
GDIRDLAMAIL
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overcash demmitt2010 south tryon st. suite 1a
charlotte north carolina 28203office.704.332.1615
web. www.oda.us.com
09/14/15
Copyright 2015ODA No. CADD File:
Overcash Demitt Architects
9/16
/201
5 3:
41:3
4 PM
616 SouthSalisbury Street
Raleigh, NC
DETAILS -PLUMBING
09.14.2015PERMIT SUBMITTAL
P.004122560
No. Description DatePERMIT SUBMITTAL 9/14/15
GAS
9TH FLOOR
10TH FLOOR
PENTHOUSE
8TH FLOOR
7TH FLOOR
6TH FLOOR
5TH FLOOR
4TH FLOOR
3RD FLOOR
2ND FLOOR
1ST FLOOR
8GUEST ROOMS / COMMON AREAS WATER HEATER SCHEMATICSCALE: NONE
12GAS METER DETAILSCALE: NONE
17PRE-TREATMENT (KITCHEN)SCALE: NONE
WATER HEATER COLD WATER
16PRE-TREATMENT (GUEST ROOMS)SCALE: NONE
WATER HEATER COLD WATER
7MAIN/WARMING KITCHEN WATER HEATER SCHEMATICSCALE: NONE
9CENTRAL LAUNDRY WATER HEATER SCHEMATICSCALE: NONE
12KITCHEN EMERGENCY SHUTOFF SWITCHSCALE: NONE
12GAS CONNECTION TO EQUIPMENTSCALE: NONE
G
STAINLESS STEELCOVER PLATE
KEY OPERATEDSWITCH, ALL TOBE KEYED ALIKE
2-1/4" DIAMETERMUSHROOM PUSHBUTTONNON-ILLUMINATED.SQUARE D CLASS 9001,TYPE K SNAP-IN BUTTON
BLACKENGRAVEDLABELS
GAS HOSE
SUPPLIED
BY F.S.E.C.
BY F.S.E.C.
SUPPLIED
RESTRAINT CABLE
GAS CONNECTION
AT EQUIPMENT.
QUICK CONNECT
(BY P.C.)
GAS COCK AND
GAS HEADER (BYP.C.)
ALL COSTS WILL BE INCURREDBY THE PLUMBING CONTRACTOR.
GAS MAIN, SEE PLAN
12" (MIN) DIRT LEG
BE BY THE LOCAL GAS COMPANY.GAS METER & REGULATOR SHALL
NOTE:
SEE PLAN FOR DEMANDPRESSURE REGULATOR,
TO BUILDING, SEE PLAN
CAPPED TEST TEE
NOTES:1. FOR 5 PSI SYSTEM ON THE HOUSE SIDE OF THE METER. REDUCE PRESSURE DOWN TO 7"-11"WC.2. PROVIDE GALVANIZED GOOSENECK AT ALL EXTERIOR MOUNTED REGULATORS WITH BUG SCREEN. TERMINATEGOOSENECKS 8" ABOVE REGULATOR.
3. PROVIDE GAS PIPING SUPPORTS PER NC FUEL GAS CODE.4. ALL GAS PIPING SHALL BE PAINTED WITH OSHA RUST PROOF PAINT.5. PROVIDE OPTIONAL VENT LIMITER (12A09) ON MAXITROL GAS REGULATOR MODELS 325-3L & 325-5AL WHEN USEDINDOORS. ALL OTHER REGULATORS SHALL VENT TO EXTERIOR.
6. MAXITROL SERIES 325 SERIES REGULATORS ONLY COME IN A MAXIMUM PIPE SIZE OF 1-1/2". FOR PIPE SIZES UP TO2" USE FISHER MODEL S201.
7. GAS REGULATORS SHALL BE PROVIDED WITH OVER-PRESSURIZATION RELIEF DEVICES AS REQUIRED BY THE NC FUELGAS CODE.
CONNECTION AT MECHANICAL/PLUMBING EQUIPMENT
CONNECTION AT KITCHEN EQUIPMENT
HOSE BIBB
ISOLATION VALVE
UNION
PROVIDE WALL SUPPORT BRACKETS
FROM COLD WATER SUPPLY
TO WATER HEATER SUPPLY(SEE WATER HEATER DETAIL FOR CONNECTION LOCATION)
F.F.
TANK INLET
ISOLATION VALVEUNION
1" 1"
1" 1"
HWT2 HWT2HOSE BIBB
ISOLATION VALVE
UNION
PROVIDE WALL SUPPORT BRACKETS
FROM COLD WATER SUPPLY
TO WATER HEATER SUPPLY(SEE WATER HEATER DETAIL FOR CONNECTION LOCATION)
F.F.
TANK INLET
ISOLATION VALVEUNION
2" 2"
2" 2"
HWT1 HWT1
FROM GASSUPPLY
FROM GASSUPPLY
6" TRAP(DRIP LEG)
TO EQUIPMENT/CONTROLS
GROUND JOINTUNION
MANUAL SHUT-OFF VALVEWITH AN 1/8" N.P.T. PLUGGEDTAPPING ACCESSIBLE FORTEST GAGE CONNECTION TOBE INSTALLED UPSTREAM OFTHE GAS SUPPLY CONNECTIONTO THE APPLIANCE.
GASCOCK
OFF
ON
EMERGENCY OFF
G G G G G G G GGG
TWH1 TWH1 TWH1 TWH1 TWH1 TWH1 TWH1 TWH1 TWH1 TWH1#10 #9 #8 #7 #6 #5 #4 #3 #2 #1
G GDCW
DHW
EX1
HWRP1
HWRP2 DHWR
VFD
VFD
G G G G G
TWH2#5 #4 #3 #2 #1
G GDCW
DHW
EX3
HWRP3
DHWR
VFD
TWH2 TWH2 TWH2 TWH2
GGGGG
TWH3#5#4#3#2#1
GGDCW
DHW
EX2
HWRP4
DHWR
VFD
TWH3TWH3TWH3TWH3
DHW
DHW
TO CENTRAL LAUNDRY TO GUEST ROOMS / COMMON AREAS
BP1HAT1
BFP
PRESSURE REDUCING STATION
PRESSURE REDUCING STATION
IS O
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EOF S
EN E RG IE N
27919
SEAL
GDI
RDLAMAIL
WIL
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ROLH RCA
I
AN
E
L.
overcash demmitt
2010 south tryon st. suite 1acharlotte north carolina 28203
office.704.332.1615web. www.oda.us.com
09/14/15
Copyright 2015ODA No. CADD File:
Overcash Demitt Architects
9/1
5/2
015 8
:47
:54 P
M
616 SouthSalisbury Street
Raleigh, NC
DETAILS -PLUMBING
09.14.2015
PERMIT SUBMITTAL
P.005122560
No. Description Date
PERMIT SUBMITTAL 9/14/15
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
DATE REVISIONS DATEREVISIONSDWG. NO.
ADJUSTED TOFINISHED GRADE
24"
NOTES:1. REINFORCEMENT: H-20 BRIDGE LOADING (TRAFFIC RATED)2. CONCRETE: 4000 PSI @28 DAYS3. EARTHCOVER: 0' TO 5' MAX.
4"
3"
OUTLETINLET
1/4 DEPTH
TOTAL LENGTH
1/2 DEPTH
BAFFLE 2/3 TO 3/4 OF
8"
OPEN OPEN
LENGTH
LCLC
2"
EXTEND SLEEVE 2"2"
24" MIN. COVER TO TOP OF PIPE
6"
GALVN. SCH. 40 STEEL
BREEZEWAY SLABBUILDING SLAB
OR D.I. SLEEVE
FOOTING
FO
UN
DA
TIO
N W
AL
L
FO
UN
DA
TIO
N W
AL
L
24" MIN. COVER
NOTE:
PAST FOOTING
IF PIPE IS RUN UNDER FOOTING WITH NO PROTECTION
MINIMUM CLEARANCE TO TOP OF PIPE IS 36".
SLEEVE SIZE
LISTED FIRE
PROTECTION PIPING
CLEARANCE: 2" TO TOP OF PIPE AND 2" TO
BOTTOM OF PIPE
SLEEVE SIZE = CLEARANCE (4") + INSTALLED
PIPE SIZE.
LISTED FIRE PROTECTIONPIPING OR PLUMBING PIPE
EXTEND RUBATEX INSULATION 2"PAST SLEEVE AND 6" INSIDE OFSLEEVE
NOTE:IF GROUND WATER IS ENCOUNTERED, PROVIDE A BOUYANCY COLLAR,COORDINATE WITH MANUFACTURER FOR RECOMMENDED SIZE ANDINSTALLATION.
NOTES:
1. TANK SIZE WILL BE ADJUSTED ACCORDINGLY ONCE ACTUAL
RESTAURANT EQUIPMENT IS SELECTED.
2. TANK SHALL CONFORM TO CITY OF RALEIGH STANDARDS AND DETAILS
(SEE S-40 AND S-41) WEATHER OR NOT INDICATED WITHIN THESE PLANS.
NOTES:
1. TANK SIZE WILL BE ADJUSTED ACCORDINGLY ONCE ACTUAL
RESTAURANT EQUIPMENT IS SELECTED.
2. TANK SHALL CONFORM TO CITY OF RALEIGH STANDARDS AND DETAILS
(SEE S-40 AND S-41) WEATHER OR NOT INDICATED WITHIN THESE PLANS.
NOTE:IF GROUND WATER IS ENCOUNTERED, PROVIDE A BOUYANCY COLLAR,COORDINATE WITH MANUFACTURER FOR RECOMMENDED SIZE ANDINSTALLATION.
PROVIDE AND INSTALL PER LOCAL REQUIREMENTS.
NOTE: DETAIL FOR REFERENCES PURPOSES.
COVERS IN DRIVEWAYH20 TRAFFIC BEARING
PROVIDE AND INSTALL PER LOCAL REQUIREMENTS.
NOTE: DETAIL FOR REFERENCES PURPOSES.
COVERS IN DRIVEWAYH20 TRAFFIC BEARING
6'-0" x 12'-0"x 7'-0" I.D.
Grease Interceptor
CAPACITYIN GALLONS
DESIGN CRITERIA
WASTE FLOWRATE
NUMBER OF MEALSPER PEAK HOUR
XSTORAGEFACTOR
RETENTIONTIME
X X =
SECTION VIEW A-A
PLAN VIEW
2,500 Gallon Capacity
AA
GENERAL NOTES:
CONCRETE: 28 DAY COMPRESSIVE
1. STRENGTH F'E = 4,500 PSI
REINFORCEMENT: ASTM A-615,
GRADE 60
2. LOADS: H-20 TRUCK WHEEL WITH
30% IMPACT PER AASHTO
3. BUTYL RUBBER JOINT SEALANT
SS-S-00210
4. BLACK WATER GRAY WATER ONLY
SHALL BE CARRIED BY SEPARATE
SIDE SEWER.
5. CONTRACTOR TO:
• SUPPLY AND INSTALL ALL PIPING
AND SAMPLING TEES
• GROUT IN ALL PIPES AND WEIRS
• FILL W/ CLEAN WATER PRIOR TO
"START-UP" OF SYSTEM
• VERIFY SIZE AND LOCATION OF ALL
OPENINGS
UNIFORM PLUMBING CODE - APPENDIX H
MH RING AND COVER BROUGHTTO GRADE BY CONTRACTOR(TYPICAL OF 3)
OUTLET
INLET
GROUT ALLAROUND BOTHSIDES
SLOT
GROUT BOTH SIDES
24"DIA. ACCESS OPENING(TYPICAL OF 3)
SLOT BOTH SIDES
PRECAST DIVIDER
6'-0" x 12'-0"x 7'-0" I.D.
Grease Interceptor
SECTION VIEW A-A
PLAN VIEW
2,500 Gallon Capacity
AA
GENERAL NOTES:
CONCRETE: 28 DAY COMPRESSIVE
1. STRENGTH F'E = 4,500 PSI
REINFORCEMENT: ASTM A-615,
GRADE 60
2. LOADS: H-20 TRUCK WHEEL WITH
30% IMPACT PER AASHTO
3. BUTYL RUBBER JOINT SEALANT
SS-S-00210
4. BLACK WATER GRAY WATER ONLY
SHALL BE CARRIED BY SEPARATE
SIDE SEWER.
5. CONTRACTOR TO:
• SUPPLY AND INSTALL ALL PIPING
AND SAMPLING TEES
• GROUT IN ALL PIPES AND WEIRS
• FILL W/ CLEAN WATER PRIOR TO
"START-UP" OF SYSTEM
• VERIFY SIZE AND LOCATION OF ALL
OPENINGS
MH RING AND COVER BROUGHTTO GRADE BY CONTRACTOR(TYPICAL OF 3)
OUTLET
INLET
GROUT ALLAROUND BOTHSIDES
SLOT
GROUT BOTH SIDES
24"DIA. ACCESS OPENING(TYPICAL OF 3)
SLOT BOTH SIDES
PRECAST DIVIDER
CAPACITYIN GALLONS
DESIGN CRITERIA
WASTE FLOWRATE
NUMBER OF MEALSPER PEAK HOUR
XSTORAGEFACTOR
RETENTIONTIME
X X =
UNIFORM PLUMBING CODE - APPENDIX H
4'-0"
31_2
"
5"
5"
12'-10"
8'-0"
12'-0"
5"
6'-0
"
6'-10
"
5"
2"
4'-0
"W
ate
r D
epth
12"
12"
30"
6"
45"
6"
7'-0
"
39"
8'-0
"
6"
6"
8'-0
"
39"
7'-0
"6
"
45"
6"
30"
12"
12"
4'-0
"W
ate
r D
epth
2"
5"
6'-10
"
6'-0
"5
"
12'-0"
8'-0"
12'-10"
5"
5"
31_2
"
4'-0"
1FUTURE RESTAURANT GREASE INTERCEPTOR SCHEMATIC
NOT TO SCALE
GREASE TRAP CALCULATIONS
1 EA. 3-COMPARTMENT SINK 24x20x14 = 66 GPH
1 EA. DISHWASHER = 126 GPH
1 EA. PRE-RINSE/FOOD DISPOSER = 25 GPH
3 EA. FLOOR DRAIN = 45 GPH
1 EA. CAN WASH = 10 GPH
TOTAL = 272 GPH
(272 GPH / 60 MIN.) = 4.53 GPM
(MEALS@PEAK)x(FLOW RATE)x(RETENTION)x(STORAGE FACTOR) = CAPACITY
117 MEALS PER HOUR AT PEAK
117 MEALS x 4.53 GPM x 2.5 HOURS x 1.5 = 2457.0 GALLONS
2HOTEL KITCHEN GREASE INTERCEPTOR SCHEMATIC
NOT TO SCALE
NOTES:
LOCALLY AVAILABLE SIZES
INTERCEPTORS SEPARATORS
CAPACITY (GAL.) CAPACITY (GAL.)
300
550
750
1000
1200
1500
2000
2500
3000
4000
5000
6000
8000
1000
1200
1600
PRECAST BAFFLE4" THICK
24" 24"
8" W/ 6/5/4"BOOT
SOLID RING & COVER,
4CITY OF RALEIGH GREASE INTERCEPTOR REQUIREMENTS
NOT TO SCALE
GREASE TRAP CALCULATIONS
MAIN KITCHEN;
1 EA. 3-COMPARTMENT SINK 18x18x14 = 59 GPH
1 EA. DISHWASHER = 49.5 GPH
1 EA. PREP-SINK = 5 GPH
1 EA. PRE-RINSE/FOOD DISPOSER = 25 GPH
2 EA. FLOOR DRAIN = 30 GPH
SUB-TOTAL: = 168.5 GPH
WARMING KITCHEN;
1 EA. DISHWASHER = 23.4 GPH
1 EA. PREP-SINK = 5 GPH
1 EA. PRE-RINSE/FOOD DISPOSER = 25 GPH
1 EA. FLOOR DRAIN = 15 GPH
SUB-TOTAL: = 68.4 GPH
TOTAL = 236.9 GPH
(236.9 GPH / 60 MIN.) = 3.95 GPM
(MEALS@PEAK)x(FLOW RATE)x(RETENTION)x(STORAGE FACTOR) = CAPACITY
(150 MEALS BREAKFAST/75 DINNER) 150 MEALS PER HOUR AT PEAK (BREAKFAST)
150 MEALS x 3.95 GPM x 2.5 HOURS x 1.5 = 2221.88 GALLONS
3FP & PLBG PIPES PASSING FOUNDATION
NOT TO SCALE
CITY OF RALEIGH GREASE TRAP CALCULATIONS
MAIN KITCHEN;
1 EA. 3-COMPARTMENT SINK 18x18x14 = 1.5" PIPE DIA. = 1.0 RATING
1 EA. DISHWASHER = 15 GPM
1 EA. PREP-SINK = 1.5" PIPE DIA. = .75 RATING
1 EA. PRE-RINSE/FOOD DISPOSER = 1.5" PIPE DIA. = .75 RATING
2 EA. FLOOR DRAIN = 0
WARMING KITCHEN;
1 EA. FLOOR DRAIN = 0
1 EA. DISHWASHER = 15 GPM
1 EA. PREP-SINK = 1.5" PIPE DIA. = .75 RATING
1 EA. PRE-RINSE/FOOD DISPOSER = 1.5" PIPE DIA. = .75 RATING
SUB-TOTAL: = 4.0 RATING x (1.5"PIPE)15 GPM = 60 GPM
60 GPM + (DW)15 GPM + (DW)15 GPM = 90 GPM
90 GPM x 24 MINUTES = 2160 GALLONS
S-41RRH 3/9/00
1. BAFFLE WALL LOCATED AT A DISTANCE FROM INLET WALL 2/3 TO 3/4 OF THE TOTAL LENGTH
OF THE INTERCEPTOR OR SEPARATOR AS SHOWN ON DETAIL S-40.
BAFFLE WALLS LOCATED AT A DISTANCE APPROXIMATELY OF 1/3 OF THE TOTAL LENGTH OF THE
SEPARATOR AS SHOWN ON DETAIL S-40.01.
ABB 3/19/04
2. EACH INTERCEPTOR OR SEPARATOR SHALL HAVE INLET AND OUTLET TEES. THE OUTLET TEE SHALL EXTEND 50% INTO THE LIQUID DEPTH. THE INLET TEE SHALL EXTEND 25% INTO THE LIQUID DEPTH. INLET AND OUTLET TEES MUST BE OPEN TO ALLOW THE COLLECTION OF F.O.G. SAMPLE.
3. ACESS OPENINGS OVER EACH COMPARTMENT WITHIN THE INTERCEPTOR OR SEPARATOR SHALL BE 24 INCHES IN DIAMETER AND CONTAIN PICK HOLES. ALL COVERS SHALL BE CONSTRUCTED OF CAST IRON OR EQUIVALENT TRAFFIC BEARING MATERIAL. MANHOLE COVERS MUST EXTEND TO FINISH GRADE AND BE INSTALLED TO EXCLUDE THE ENTRANCE OF STORMWATER INTO THE INTERCEPTOR OR SEPARATOR.
4. FULL SIZE DUAL SWEEP CLEANOUTS SHALL BE INSTALLED ON THE INLET AND OUTLET SIDES OF THE INTERCEPTOR OR SEPARATOR.
5. INTERCEPTORS AND SEPARATORS MUST BE VENTED IN ACCORDANCE WITH THE NC STATE PLUMBING CODE.
6. CONCRETE: 4000 PSI @ 28 DAYS.
7. DESIGN: ACI 318 BUILDING CODE ASTM C1613-06 FOR GREASE INTERCEPTORS ASTM C913-02 FOR WATER AND WASTEWATER STRUCTURES ASTM C890-06 FOR MINIMAL STRUCTURAL DESIGN LOADING
8. INTERCEPTORS AND SEPARATORS SHALL BE DESIGNED TO WITHSTAND AN H-20 WHEEL LOAD.
9. INTERCEPTORS OR SEPARATORS MADE OF POLYETHYLENE OR FIBERGLASS SHALL INCLUDE A MINIMUM 12,000 PSI TENSILE STRENGTH, 19,000 PSI FLEXURAL STRENGTH, AND 800,000 PSI FEXURAL MODULUS.
10. ALL INTERCEPTORS AND SEPARATORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.
D.H.L. 6/18/08
DIMENSIONS: GREASE INTERCEPTORS OIL-WATER-SANDSEPARATORS1000 GALLON GREASE INTERCEPTOR
S-40RRH 3/9/00
ABB 3/19/04
D.H.L. 6/18/08
IS O
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EOF S
EN E RG IE N
27919
SEAL
GDI
RDLAMAIL
WIL
T
ON
ROLH RCA
I
AN
E
L.
overcash demmitt
2010 south tryon st. suite 1acharlotte north carolina 28203
office.704.332.1615web. www.oda.us.com
09/14/15
Copyright 2015ODA No. CADD File:
Overcash Demitt Architects
9/1
5/2
015 8
:47
:57 P
M
616 SouthSalisbury Street
Raleigh, NC
DETAILS -PLUMBING
09.14.2015
PERMIT SUBMITTAL
P.006122560
No. Description Date
PERMIT SUBMITTAL 9/14/15
See Table "B"for verticalstack sizing
See Tables "A" & "A-1"for drainage
fixture unit values
See Table "D"for horizontalbranch sizing
See Table "C"for horizontaldrain sizing
AERATOR
DE-AERATOR
V.T.R.
Sovent® Sizing RequirementsDRAWING NO. 1
W.C.
W.C.
4" F.D.
3" F.D.
4" AERATOR
4" DE-AERATOR
4" AERATOR
4" V.T.R.
4"
4"
4"
3"
3"
4"
4"
4"
4"
3"
3"
Required Aerator ConnectionsDRAWING NO. 2
Soil Branch
Soil Branch
Waste branch equalto stack size
Waste branch onepipe size smallerthan stack size
Extend stack fullsize thru roof.
Extend stack fullsize thru roof.
AERATOR
AERATOR
DE-AERATOR
"IN-LINE" OFFSET
"IN-LINE" OFFSETMaximum 20'-0"
Maximum 20'-0"
Maximum 20'-0"
Maximum 20'-0"
"In-line" Offset RequirementsDRAWING NO. 3
"In-line" Offsets are madeby using (1) eighth-bend,(1) quarter-bend & (1)eighth-bend.
MAXIMUM of (2)consectutive "In-line"Offsets are permitted.
Stack from upperfloors.
Stack from upperfloors.
AERATOR
AERATOR
Max. Waste*BranchSize "B"
Max. Waste*BranchSize "B"
Max. Waste*BranchSize "B"
Stack Size "A"
Stack Size "A"
Stack Size "A"
Direct Stack ConnectionsDRAWING NO. 4
Sovent®Stack
Size "A"
Max.Waste*Size "B"
3" 2"
4" 2-1/2"
5" 3"
6" 4"
8" 5"
* Clear waterwaste branchesonly. No soilsfrom W.C.'s arepermitted.
SOVENT® AERATOR AND STACK RULES
(A) The stack size shall be in accordance with Table B based on the total fixture unit load
determined by Table A or A-1.
(B) The stack shall not telescope or decrease in size and must be continued full size
through the roof. (Drawing No. 1)
(C) An Aerator fitting is required at each level where the following horizontal branches enter
the stack:
(1) Any soil branch
(2) A waste branch the same size as the stack size
(3) A waste branch one pipe size smaller than the stack size
(Drawing No. 2)
(D) The Aerator fitting shall be placed in a vertical plane. Tilting the Aerator to offset the
Sovent® stack is not permitted.
(E) At any level where an Aerator is not required, an “in-line” offset consisting of two
one-eighth bends and one quarter bend may be used. The vertical distance between
Aerators or “in-line” offsets shall not exceed twenty feet (20’-0”). No more than two
consecutive “in-line” offsets are permitted.
(Drawing No. 3)
(F) Waste branches two pipe sizes smaller than the stack size may connect directly to the
stack through a sanitary fitting.
(Drawing No. 4)
(G) Horizontal stack offsets exceeding sixty-degrees (60°) from vertical require a
De-aerator fitting and Pressure Relief Line (PRL). The Pressure Relief Line (PRL) shall
connect to the vertical portion of the stack downstream of the offset. Soil and waste branches
may connect to the horizontal portion of the offset. These connections shall be made
BETWEEN the two vertical portions of the stack at a minimum distance of ten pipe diameters
(based on stack size) downstream of the higher vertical stack. Branch connections to a
horizontal stack offset less than ten pipe diameters in length shall be made as far downstream
on the horizontal as possible. Soil and waste branches shall not connect where the offset
makes a horizontal change of direction. Waste branches may connect to the horizontal
portion of the Pressure Relief Line (PRL), except on office building battery type installations.
Waste branches shall be at least one pipe size smaller than the PRL. Waste branch
connections shall not be made into any vertical portion of the PRL. Clothes washers shall not
connect to the PRL. Horizontal stack offsets shall be sized per Table C based on the total
fixture unit load of all fixtures connecting to the offset and fixtures upstream. The entire stack
size shall be no smaller than the largest horizontal offset size.
(Drawing No. 5)
(H) Sovent® stacks may be combined before entry into the main sewer drain. The stacks
shall combine downstream of each Pressure Relief Line (PRL) termination point. The total
fixture unit load of the combined stacks determines collection drain line sizing.
(Drawing No. 6)
(I) Stack vent headers above the highest fixture may offset prior to the vent thru roof
penetration (VTR). The horizontal vent header and VTR shall be increased one pipe size
when exceeding twenty feet (20’-0”) in horizontal length.
(Drawing No. 7)
(J) Stack vent headers above the highest fixture may be combined prior to the vent thru
roof penetration (VTR) with one vertical stack extending through the roof. The one combined
vertical stack shall be one pipe size larger than the largest of the combined stacks. If the
distance between any stack and the VTR exceeds twenty feet (20’-0”), the horizontal offset
shall be increased one (1) pipe size larger than the downstream stack.
(Drawing No. 7)
The above information is based on data found in Cast Iron Sovent® Design Manual #802as published by Conine Manufacturing Co., Inc. @ Flint, Texas. For more detailed
information contact them at 1-800-537-5895 or visit www.castironsovent.com
Stack from upper floorsor up to VTR atpenthouse condition.
AERATOR
DE-AERATOR
AERATOR
AERATOR
Stack from upperfloors.
60 degrees orless fromvertical
90°
Horizontal Stack OffsetsDRAWING NO. 5
The PRL shall connect to the verticalportion of the stack downstream of theoffset.
Sixth bend, eighthbend or sixteenthbend typical (2)places.
Soil or Waste
Soil or Waste
Waste Only
Stack Offsets 60 Degrees or LessDRAWING NO. 5
DE-AERATOR
Stack from upperfloors.
PRL
DE-AERATOR
* *
Combining Sovent® StacksDRAWING NO. 6
DE-AERATOR
Stack from upperfloors.
PRL
*
*
Stack from upperfloors.
PRL
*= The PRL connection to the horizontal drain at thebase of each stack terminates the Sovent® system.
Collection Main / House drain sizing is based on the totalDFU values per Table "A" or "A-1" of all combined stacks. Local code sizing tables can be used downstream of thePRL connection with no reduction of sizing permitted.
CollectionMain
CollectionMain
PRL
V.T.R.
Extend stackfull size thruroof.
V.T.R. V.T.R.
20'-0" or less
Over 20'-0"4"
4"
4"
4"
5"
5"
V.T.R.
20'-0" or less
4"
4"
5"
4"
V.T.R.
Over 20'-0"4"
5"
5"
4"
Note 1: The horizontal portion of each individual vent header that
exceeds 20'-0" in length shall be increased one pipe size larger than
the downstream stack size.
Note 2: The vent header from two combined vent headers shall be
increased one pipe size larger than the largest individual vent. This
increased sizing does not apply if previously made as noted above.
Note 3: Sizing for three or more combined vent headers is based on
the cumulative D.F.U. total from each stack and capacities shown in
the table above.
Note 2
Note 1
Note 3
Note 2
Note 3
Max.D.F.U.Load
VentHeader
Size
8" 3600
5"
6"
600
1380
6"
8"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
5"
5"
5"
5"
5"
V.T.R.
Vent Stack Offset RequirementsDRAWING NO. 7
DE-AERATOR
Base Of Stack RequirementsDRAWING NO. 8
Maximum 20'-0"
Maximum 5'-0"
PRL
*
*= The PRL connection tothe horizontal drain at thebase of each stackterminates the Sovent®system.
See Table "C"for horizontaldrain sizing
DE-AERATOR
PRL4"
6"
6"
Stack from upperfloors.
AERATOR
*
DE-AERATOR
Stack size.
PRL
Min. 10 Pipe Diameters*
(Based On Stack Size)
Pressure Relief Line DetailsDRAWING NO. 9
StackSize
80"8"
MinimumDistance*
4"
6"
5"
3"
40"
60"
50"
30"
P.R.L.
MINIMUM PRL ELEVATION REQUIREMENTS
8" 6"
P.R.L.Size
De-aeratorSize**
5"
6"
4"
4"
4"
3"
*Minimum distance requirements shall apply toany connection into the horizontal drain.
** 3" stacks will use a4" De-aerator at thebase of the stack.
Horizontal drain orstack offset
Horizontal DrainCenterline
Bottom ofPRL
DE-AERATOR
Soil or Waste
The PRL shall connect to the verticalportion of the stack downstream of theoffset.
= Horizontal stack offsets shall besized per Table "C" based on the DFUtotal of all "upstream" fixtures.Increasing the horizontal drain size atthis point will require an increase of theentire stack size from the lowest levelDe-aerator to the VTR terminal.
*
*
*
DE-AERATOR
Stack size
PRL
Min. 10 Pipe Dia.*
(Per Stack Size)
W.C.
4"
2"
4"
4"
4"
3"
3"
3"
3"2"
2"
2"
See Table "C"for horizontaldrain sizing
*Minimum distance requirements shall apply toany connection into the horizontal drain.
Base Of Stack ConnectionsDRAWING NO. 10
3" F.D.
LAV SINK
W.C.
DE-AERATORDE-AERATOR
W.C.
No fixture connectionspermitted into"back-side" of Sovent®building drain.
No fixture connectionspermitted into "run" of asanitary fitting.
DE-AERATOR
Stack size.
PRL
Min. 10 Pipe Diameters*
(Based On Stack Size)
2" LAV SHWR
2"
2"2"
3"
3"
4"
4"
*Minimum distance requirements shall apply to anyconnection into the horizontal drain. Connectionsto the PRL are exempt from this requirement.
Branch Connections To PRLDRAWING NO. 11
6"
4"
3"
3"
MaximumBranchSize**
P.R.L.Size
3" 2-1/2"
MaximumP.R.L.Dfu's
90
90
16
**Clear water waste only.Clothes washers are notpermitted. No connectionsshall enter any verticalportion of the PRL.
LAV
W.C.
W.C.LAV
LAV
W.C.
AERATOR
AERATOR
Interim Level Remote PlumbingDRAWING NO. 12
Stack from upper floors.
Vent mayconnect belowAerator withsufficient ceilingspace.
Min. 3'-0"
DE-AERATOR
PRL
"Conventional" Vent ConnectionsDRAWING NO. 13
W.C.LAV
W.C.
V.T.R.
AERATOR
Stack from upper floors.
Vent mayconnect belowAerator withsufficient ceilingspace.
Min. 3'-0"
Remote"conventional"plumbing. Size waste& vent area per localrequirements.
Remote"conventional"plumbing. Size waste& vent area per localrequirements.
Fixture unit load total of allconnected "conventional" ventsshall be added for total stackloading.
*
*= The PRL connection tothe horizontal drain at thebase of each stackterminates the Sovent®system.
DE-AERATOR
PRL
W.C.
DE-AERATOR
PRL
DE-AERATOR
PRL
DE-AERATOR
PRL
DE-AERATOR
PRL
DE-AERATOR
PRL
De-aerator Transition DetailsDRAWING NO. 14
ComboWye & 1/8Bend
AeratorFitting
Short Sweep Long Sweep
Two 1/8Bends
ComboWye & 1/8Bend
W.C.LAV
"Conventional" vent headermay be extended directlythru the roof if morepractical.
V.T.R.
Remote"conventional"plumbing. Size waste& vent area per localrequirements.
AERATOR
Remote Penthouse ConnectionsDRAWING NO. 15
LAV
LAV
W.C.
W.C.AERATOR
Stack to lower floors.
Aerator fitting is required for the followingconnections. 1) Any soil branch. 2) Waste branch sizes equal to stack size. 3) Waste branch sizes one pipe size smaller than stack size.
Remote"conventional"plumbing. Size waste& vent area per localrequirements.
Aerator fitting is required for thefollowing connections. 1) Any soil branch. 2) Waste branch sizes equal to stack size. 3) Waste branch sizes one pipe size smaller than stack size.
W.C.
3"
3"
AERATOR
AERATOR
W.C.
4"
Soil Branch Developed LengthsDRAWING NO. 16
4"4"
AERATOR
4"
W.C.
3"
W.C. DE-AERATOR
PRL
3"
4"
4"
4"
Max. 27'-0"
Max. 12'-0"
Max. 12'-0"
Max. 27'-0"
Vertical drops fromtrap-arms of fixtures arenot included indeveloped lengthcalculations.
Developed length distance shallinclude 45° elevation changes.
LAV
2"
3"3"
3"
2"
2"
2"
2"LAV
2"
LAV
2"
2"
2"
Waste Branch Developed LengthsDRAWING NO. 17
Max. 15'-0"
Max. 15'-0"
Max. 15'-0"
Max. 15'-0"
F.D.
4"
DE-AERATOR
PRL
2"
LAV
SHWRMax. 15'-0"
Max. 15'-0"
Max. 15'-0"
Max. 15'-0"
Max. 27'-0"
2"
2"3"
3"
4"3"
3"2"
2"
AERATOR
AERATOR
Vertical drops fromtrap-arms of fixtures arenot included indeveloped lengthcalculations.
Developed length distance shallinclude 45° elevation changes.
Miscellaneous Branch DetailsDRAWING NO. 18
DE-AERATOR
PRL
AERATOR
AERATOR
AERATOR
1/4 Bend
1/4 Bend 1/4 Bend
Short Sweep Short Sweep
Short Sweep
2" 2" 2"3"
2" 2" 2"2"
Wye
Wye
WyeCombo
Combo
1/8 Bend
1/8 Bend
Note: Two 1/8 bends may be substituted for asingle short sweep.
2"
LAV
2"
2"
LAV
3"
2"
LAV
2"
40" or less
Over 40"
40" or less
Over 40"45°
Branch Sizing - Vertical DropsDRAWING NO. 19
2"
2"
2"
10'-0" or less
2"
3"
3"
Over 10'-0"
2"
1-1/2"
1-1/4"
1-1/4"1-1/2"
2"
1-1/4"
1-1/2"
2"
1-1/2"
1-1/4"2"
2"
1-1/2"
2"
1-1/4"
LAV LAV
LAV
LAV
LAV
LAV1-1/4"
2"
1-1/2"
1-1/2"
1-1/2"1-1/2"
2"
1-1/2"
1-1/2"
2"
1-1/2"
1-1/2"2"
2"
3"
SINK SINK
SINK
SINK
SINK
SINK1-1/2"
Miscellaneous Branch DetailsDRAWING NO. 20
2"
Single Lavatory Back-to-Back Lavatories Side x Side Lavatories
Single Lavatory
1-1/2"1-1/2"
Single Sink Back-to-Back Sinks Side x Side Sinks
Single Sink
2"
2"
1-1/2"
2"
2"
Single Tub/Shwr
Single Tub/Shwr
TUB
TUB 2"
3"
TUB
1-1/2"
1-1/2"
1-1/2"
TUBTUB
1-1/2"
1-1/2"
45°
TUB
2"
2"
2"2"
2"
Back-to-Back Tub/Shwr Back-to-Back Tub/Shwr
AERATOR
2"
3"
3"
2"
WASHER
AERATOR
WASHER
2"
2"
2"
Max. 5'-0"
Max. 15'-0"
3"
SOVENT® DE-AERATOR AND BUILDING DRAIN RULES
(A) A De-aerator fitting is required at the base of each stack. The De-aerator fitting shall be
installed in the vertical portion of the stack. The distance between the De-aerator fitting and
the Sovent® building drain shall not exceed five feet (5’-0”). The Sovent® building drain size
shall be in accordance with Table C based on the total fixture unit load determined by Table A
or A-1. The transition to a larger Sovent® building drain size shall be made in the vertical
stack below the De-aerator fitting, except as noted in paragraph “I”.
(Drawing No. 8)
(B) The De-aerator fitting uses a Pressure Relief Line (PRL). The Pressure Relief Line
(PRL) connects to the Sovent® building drain a MINIMUM distance of ten pipe diameters
(based on stack size) downstream from the centerline of the stack. The PRL connects to the
Sovent® building drain above the centerline of the drain. The PRL may be rolled to the side
providing the bottom of the PRL is above the centerline of the Sovent® building drain.
(Drawing No. 9)
(C) The installed slope for the Sovent® building drain and PRL is recommended to be
one-quarter inch per foot (2%). Installed slopes of one-eighth inch per foot (1%) are permitted
however pipe capacity is reduced by a factor of 0.8 as shown in Table C. Installed slopes less
than one-eighth inch per foot (1%) are strictly prohibited.
(D) Soil and waste branches may connect to the Sovent® building drain BETWEEN the
centerline of the stack and the termination point of the Pressure Relief Line (PRL). All
connections shall be made a MINIMUM distance of ten pipe diameters (based on stack size)
downstream from the centerline of the stack. Soil and waste branches shall not connect
where the Sovent® building drain makes a horizontal change of direction.
(Drawing No. 10)
(E) Waste branches may connect to the horizontal portion of the Pressure Relief Line
(PRL), except on battery type installations. Waste branches shall be at least one pipe size
smaller than the PRL. Waste branch connections shall not be made into any vertical portion
of the PRL. Clothes washers shall not connect to the PRL.
(Drawing No. 11)
(F) Soil and waste branches may connect downstream of the PRL termination point
providing conventional plumbing rules are applied. The vent header from these fixtures may
connect to the vertical portion of a Sovent® stack below an Aerator fitting through a sanitary
tee installed with the flow radius down. The vent load of these fixtures shall be added to the
fixture unit load on the Sovent® stack.
(Drawing No. 13)
(G) Soil and waste branches may connect to the vertical stack below the De-aerator fitting.
These connections shall be made through a wye-type fitting or through an Aerator fitting.
Entry to the Sovent® building drain from the stack shall be made using a short sweep, long
sweep, two one-eighth bends, or a combination wye & one-eighth bend fitting.
(Drawing No. 14)
(H) Fixtures considered too remote from the Sovent® stack may be plumbed by
conventional methods. This waste and vent area shall be sized in accordance with local
prevailing ordinances.
(Drawings No. 12 & No. 15)
(I) Office building battery type installations and Sovent® stacks serving clothes washers
shall use a De-aerator fitting equal in size to the Sovent® building drain serving that stack. A
four-inch (4”) De-aerator fitting will be required on three-inch (3”) Sovent® stacks.
The above information is based on data found in Cast Iron Sovent® Design Manual #802as published by Conine Manufacturing Co., Inc. @ Flint, Texas. For more detailed
information contact them at 1-800-537-5895 or visit www.castironsovent.com
SOVENT® BRANCH RULES
(A) The maximum developed length of a three-inch (3”) soil branch shall not exceed twelve
feet (12’-0”). The maximum developed length of a four-inch (4”) soil branch shall not exceed
twenty-seven feet (27’-0”). Developed lengths are measured along the centerline of all
horizontal branch piping located in ceiling and wall areas. Vertical drops from trap arms or
fixtures are not included in the developed length calculations.
(Drawing No. 16)
(B) The maximum developed length of a two-inch (2”) waste branch shall not exceed fifteen
feet (15’-0”). The maximum developed length of a three-inch (3”) waste branch shall not
exceed fifteen feet (15’-0”). Developed lengths are measured along the centerline of all
horizontal branch piping located in ceiling and wall areas. Vertical drops from trap arms or
fixtures are not included in the developed length calculations. Waste branches two pipe sizes
smaller than the stack size may connect directly to the stack through a sanitary fitting.
(Drawing No. 17)
(C) Branch sizing shall be in accordance with Table D based on the total fixture unit load
determined by Table A or A-1. The installed slope for horizontal branches is recommended to
be one-quarter inch per foot (2%). Installed slopes of one-eighth inch per foot (1%) are
permitted however pipe capacity is reduced by a factor of 0.8 as shown in Table D. Installed
slopes less than one-eighth inch per foot (1%) are strictly prohibited.
(D) Branches having three ninety-degree (90°) horizontal changes of direction shall be
increased one pipe size at the third ninety degree ( ) change of direction nearest the stack.
This increase is not required if one of the directional changes can be made with two one-eighth
bends or a short sweep radius bend.
(Drawing No. 18)
(E) The transition from a horizontal or vertical branch to another horizontal branch must be
made with a wye-type fitting.
(Drawing No. 18)
(F) Horizontal branch piping at the base of a vertical drop exceeding forty inches (40”) in
height shall be increased one pipe size. This increase is not required when the lower portion
of the drop is made at forty-five degrees (45°) and the upper vertical portion is less than forty
inches (40”).
(Drawing No. 19)
(G) Branch piping with vertical drops exceeding ten feet (10’-0”) shall be increased one pipe
size.
(Drawing No. 19)
(H) A three-inch (3”) soil branch shall be increased one pipe size at the connection point of
other fixtures. This increase is not required when computing fixture unit loads from Table A-1.
(I) Two fixtures using 1-1/4” tailpiece/trap sizes may combine into a single two-inch (2”)
vertical drop. Fixtures using 1-1/2” tailpiece/trap sizes and larger require separate vertical
drops from each trap arm or may combine into a single vertical drop that is increased one pipe
size. This increase is not required if the change in elevation is made at forty-five degrees
(45°). The fixture trap arm shall be one pipe size larger than the fixture tailpiece and this
increase may be made at the wall.
(Drawing No. 20)
(J) Clothes washer branches shall be three-inch (3”) in size. Clothes washer branches with
no vertical drops and developed lengths five feet (5’-0”) or less may be two-inch (2”) in size.
(Drawing No. 20)
(K) Pressure Equalizing Lines may be used as an alternate to the rules concerning
increased branch sizes. Pressure Equalizing Lines shall rise vertically above the branch and
connect to the Sovent stack above the flood rim of the fixtures they serve. Pressure
Equalizing Lines may be led directly through the roof.
The above information is based on data found in Cast Iron Sovent® Design Manual #802as published by Conine Manufacturing Co., Inc. @ Flint, Texas. For more detailed
information contact them at 1-800-537-5895 or visit www.castironsovent.com
TABLE A
Fixture Type Trap Size D.F.U. Rating All Other Fixtures
Bar Sink 1-1/2 2 Trap Size D.F.U. Rating
Bath Group (Full)* 6 1-1/4 1
Bathtub 1-1/2 2 1-1/2 2
Bidet 1-1/2 2 2 3
Clothes Washer 2 4 2-1/2 4
Dishwasher 1-1/2 2 3 5
Disposer 1-1/2 3 4 6
Drinking Fountain 1-1/4 1
Floor Drain - 2" 2 2
Floor Drain - 3" 3 5 * Bath Group (Full) consists of (1) W.C.,
Kitchen Group*** 5 (1) Lavatory & (1) Tub/Shower
Lavatory 1-1/4 1
Service Sink 3 5 ** Bath Group (Half) consists of (1) W.C.
Shower 2 2 & (1) Lavatory
Sink 1-1/2 2
Urinal 2 4 *** Kitchen Group consists of (1) Sink
Water Closet 3 6 Trap, with Dishwasher and Disposer
TABLE A-1Drainage Fixture Unit (DFU) Values For Water Saving Fixtures
Building Type - D.F.U. Rating
Fixture Type Trap Size Apt/Condo Office Hotels
Bar Sink 1-1/4 0.5 0.5 0.5
Bath Group (Full)* 3.0 4.0
Bath Group (Half)** 2.0 3.0
Bathtub 1-1/2 3.0 3.0
Bidet 1-1/2 1.0 1.0
Clothes Washer 2 4.0
Dishwasher 1-1/2 2.0 2.0
Disposer 1-1/2 0.5
Drinking Fountain 1-1/4 0.5
Floor Drain (Emergency) 2 thru 4 0.0 0.0 0.0
Kitchen Group*** 3.0
Lavatory 1-1/4 1.0 1.0 0.5
Service Sink 3 3.0 3.0 3.0
Shower 2 2.0 2.5
Sink 1-1/2 2.0 2.0 2.0
Urinal 2 3.0
Water Closet 3 3.0 3.0
Water Closet (Public) 3 4.0
NOTE: Increased W.C. branch sizing as outlined in Cast Iron Sovent® Design
Manual #802 (Branch Rules- para. H) does not apply when using Table A-1.
The above information is based on data found in Cast Iron Sovent® Design
Manual #802 as published by Conine Manufacturing Co., Inc. @ Flint, Texas.
For more detailed information contact them at 1-800-537-5895 or visit
www.castironsovent.com
TABLE B
Size Max. DFU's
* 3" 64
* 3" over 7 floors 102
4" 504
5" 1,010
6" 2,200
8" 3,900
* No more than twelve (12) W.C.'s are permitted on
3" stacks. The 3" stack will use a 4" De-aerator
at the base of the stack.
TABLE C
Drain 1/4"/ft. (2%) 1/8"/ft. (1%)
Size Max. D.F.U. Max. D.F.U.
4" 120 96
5" 350 280
6" 850 680
8" 2,700 2,160
10" 3,900 3,120
12" 5,800 4,640
Note: This table is also used for sizing horizontal
stack offsets.
TABLE D
Branch 1/4"/ft. (2%) 1/8"/ft. (1%)
Size Max. D.F.U. Max. D.F.U.
2" ** 6 ** 5
3" 16 13
4" 90 72
** No W.C.'s are permitted on 2" branches. Clothes
washer branches 2" in size shall not exceed
five feet (5'-0") in developed length.
Cast Iron Sovent® systems shall be designed using
the load values as shown herein.
For loading values and design applications not
shown in this manual, please contact our office.
The above information is based on data found in Cast Iron Sovent® Design Manual #802 as published by Conine
Manufacturing Co., Inc. @ Flint, Texas. For more
detailed information contact them at 1-800-537-5895
or visit www.castironsovent.com
Stack from upperfloors.
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27919
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L.
overcash demmitt
2010 south tryon st. suite 1acharlotte north carolina 28203
office.704.332.1615web. www.oda.us.com
09/14/15
Copyright 2015ODA No. CADD File:
Overcash Demitt Architects
9/1
5/2
015 8
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:00 P
M
616 SouthSalisbury Street
Raleigh, NC
DETAILS SOVENT- PLUMBING
09.14.2015
PERMIT SUBMITTAL
P.007122560
No. Description Date
PERMIT SUBMITTAL 9/14/15
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EN E RG IE N
27919
SEAL
GDI
RDLAMAIL
WIL
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ON
ROLH RCA
I
AN
E
L.
overcash demmitt
2010 south tryon st. suite 1acharlotte north carolina 28203
office.704.332.1615web. www.oda.us.com
09/14/15
Copyright 2015ODA No. CADD File:
Overcash Demitt Architects
9/1
5/2
015 8
:48
:06 P
M
616 SouthSalisbury Street
Raleigh, NC
FIRE STOPDETAILS -PLUMBING
09.14.2015
PERMIT SUBMITTAL
P.008122560
No. Description Date
PERMIT SUBMITTAL 9/14/15
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G
D
75 12 1431.3 15.5
A.2
A.8
1.71 1.5 15.210.9
C
INV. 50"INV. 19"
LT1
INV. 38"INV. 30"
INV. 55"
WCO
FCO
FCO
FCO
FCO
INV. 39"
FCO
FCO
FCO
WCO
FCO
4"ø
2 1/2"ø
6"ø 2 1/2"ø
6"ø
3"ø
4"ø
4"ø
6"ø
6"ø
6"ø
6"ø
10"ø
6"ø 6"ø
6"ø
6"ø
4"ø
6"W UP4"RL UP(1796)
INV. 29"INV. 22.5"
4"RL UP(1296)
3"W UP
2-1/2"W UP
2-1/2"W UP
4"RL UP(978.6)
6"W UP
2-1/2"W UP
GCO
6"RL UP(4670.8)
4"RL UP(1129)
4"ø
8"ø
4"ø
GWGWGW
6"ø6"ø6"ø8"ø
3"ø
3"W UP
6"RL UP(5295.8) 6"ø
4"W UP
4"ø
4"W UP
4"W UP 3"W UP
3"ø
4"ø
4"ø4"ø
4"ø
4RL DN(3197)
4"ø
8"ø
8"ø
8"ø
3"W UP
3"ø
3"W UP
3"ø
FCO
10"ø
10"ø
10"ø
10"ø
10"ø
6"W UP
4"W UP
3"ø4"ø6"ø
6"ø
6"ø
6"ø
6"RL UP(4630.6)
6"ø
10"øFCO
FCOGCO
6"ø
FCO
CLEANOUT FORFUTURE TENANTUPFIT TOILETS
4"ø
4"ø
6"øFCO
GW
GW
GW
INV. 30"INV. 14"
4"ø
2"ø
3"V UP & 2"V DN4"GW UP
6"RL UP(4485.8)
2-1/2"W UP4"ø
3"W UP
3"ø
10"ø
4"V UP
2500 GALLONFUTURE RESTAURANTGREASE INTERCEPTORSEE DETAIL AND CALCULATIONS
GCO
2500 GALLONHOTEL RESTAURANTGREASE INTERCEPTORSEE DETAIL AND CALCULATIONS
GCO
GCO
GCO
4"ø
4"ø
2"øVENT BELOW
GRADE
2"øVENT BELOW
GRADE GW
GW
4"V DN
4"ø
4"ø
4"FD3
4"ø
3"V CAPPEDFOR FUTURE
3"ø
3"ø
3"ø
3"V DN
4"DCW UP
3"V CAPPEDFOR FUTURE
FCO
INV. 53.5"
INV. 16"
INV. 22"
INV. 28"
INV. 35"
INV. 38"
INV. 23" INV. 37.5"TOP 27.5"CROSS 27"
INV. 24"TOP 28"CROSS 17.5"
INV. 40"TOP 36"CROSS 23"
INV. 38"
INV. 50"
INV. 48"INV. 43"
INV. 40"
INV. 39"TOP 33"CROSS 32.75"
6"ø
2 1/
2"ø
2 1/2"
ø
INV. 29.5"
INV. 36"
INV. 30"TOP 24"CROSS 23.5"
INV. 32"
INV. 34"
INV. 31.5"TOP 25.5"CROSS 22.5"
INV. 23.5"
4"ø
4"ø
INV. 24"
INV. 28"
INV. 33"INV. 33.5"
(11417.4)
(5799.8)
10" RAINWATER (UN-TREATED)SEE CIVIL FOR CONTINUATION(21,627 SQ.FT.)
10" RAINWATER (TREATED)SEE CIVIL FOR CONTINUATION(15,290.4 SQ.FT.)
GCOGCO
GCO
8" SANITARY SEWERSEE CIVIL FOR CONTINUATION(1080 DFU) 8"ø
8"ø
4" SANITARY SEWERSEE CIVIL FOR CONTINUATION
6" SANITARY SEWERSEE CIVIL FOR CONTINUATION(407 DFU)
GT1
GT2
2"ø
INV. 57"
PD2"
ø
SP1
24"x24"x24"DPSUMP PUMP PIT
3"ø
4"ø
6"ø
(158
27.2)
(7462.8)
(120
93.4)
INV. 41.5"TOP 35.5"CROSS 25"
INV. 26.5"
10"ø
(126
70.4)
3"RL UP TO 3" RD1
6"RL UP TO 6" RD1 6"RL UP TO 6" RD1
6"ø
6"ø
6"ø
6"ø
6"ø
6"ø
3"ø
3"RL UPTO 3" RD1
6"W DN
6"W UP
4"W UP
3"W UP
4RL UP(3197)
4" AD154 SQ.FT. FLOOR54 SQ.FT. TOTAL
4" AD1174 SQ.FT. FLOOR174 SQ.FT. TOTAL
6"ø
4"ø
4"ø
4" AD1132 SQ.FT. FLOOR132 SQ.FT. TOTAL
RAINLEADER AT CEILING
4" AD1179 SQ.FT. FLOOR179 SQ.FT. TOTAL
(3156.8)
RAINLEADER AT CEILING
(6025.6)
(737
4.6)
SLOP
E 2%
NOTE:1.) PRIMARY RAINFALL BASED ON 4" PER HOUR.2.) ALL STORMWATER PIPE SLOPE AT 1% UNLESS NOTED OTHERWISE.3.) COORDINATE ALL PIPE ROUTING AND ELEVATIONS WITH STRUCTURAL FOOTINGS.
8"ø
6"ø 6"ø
6"ø
(2977)
(448
5.8)
8"ø
6"ø
3" RD1150 SQ.FT. FLOOR1365 SQ.FT. WALL1515 SQ.FT. TOTAL
3" RD170 SQ.FT. FLOOR1173 SQ.FT. WALL1243 SQ.FT. TOTAL
RAINLEADER AT CEILING
3"ø
3"RL DN
4% SLOPE
4% SLOPE3"ø
3"RL DN 3"ø4% SLOPE 3" RD1
82 SQ.FT. FLOOR1135 SQ.FT. WALL1217 SQ.FT. TOTAL
3" RD182 SQ.FT. FLOOR1135 SQ.FT. WALL1217 SQ.FT. TOTAL
3" RD182 SQ.FT. FLOOR1135 SQ.FT. WALL1217 SQ.FT. TOTAL
3" RD182 SQ.FT. FLOOR1135 SQ.FT. WALL1217 SQ.FT. TOTAL
3" RD182 SQ.FT. FLOOR1135 SQ.FT. WALL1217 SQ.FT. TOTAL
NOTE:ALL 3" CANOPYDRAIN PIPESHALL BE 4%SLOPE (TYP)
3"RL DN
3"ø 3"ø
3"RL DN
3"ø
3"RL DN FCO
3"RL DN
3"RL DN
4"ø4"ø 3"ø
3"ø
FCO 4"ø 4"ø
4"ø
2"ø 2"COND UP
2"COND UP
2"COND UP
2"ø
2"ø
2"ø
(186
0.8)
(48.6)(181
2.2)
(16.2)
IS O AN
LRP
EOF S
EN E RG IE N
27919SEAL
GDIRDLAMAIL
WIL
T
ON
ROLH RCA
I
AN
E
L.
overcash demmitt2010 south tryon st. suite 1a
charlotte north carolina 28203office.704.332.1615
web. www.oda.us.com
09/14/15
Copyright 2015ODA No. CADD File:
Overcash Demitt Architects
9/16
/201
5 3:
41:4
6 PM
616 SouthSalisbury Street
Raleigh, NC
1ST FLOOR PLANWASTE -PLUMBING
09.14.2015PERMIT SUBMITTAL
P.101122560
1/8" = 1'-0"1 1st FLOOR PLAN WASTE - PLUMBING
NOTES:1.) ALL FLOOR PENETRATIONS SHALL BE A MINIMUM OF 18" FROMCENTER OF COLUMN TO EDGE OF PIPE SLEEVE AT ELEVATED SLABS.2.) ALL WASTE PIPE SHALL BE INSTALLED INACCORDANCE WITH CASTIRON SOVENT DESIGN MANUAL #802 - VERSION E802.04.
No. Description DatePERMIT SUBMITTAL 9/14/15
8 9
H
E
2 4 6 6.9
K
M
11 13 15 16
L
J
F
B
A
10
G
D
75 12 1431.3 15.5
A.2
A.8
1.71 1.5 15.210.9
C
STORAGE
211DINING/ PUBLIC
SPACE
206
SERVING
208
KITCHEN
209
BAR
207
LINEN ROOM
202
PUMP ROOM
223
MT STOR
217
GUEST LAUNDRY
215
WOMEN
213
MEN
212
DRYERS
221
EMPLOYEE
LOUNGE
218
STORAGE
219
ELEV LOBBY
201
MEETING ROOM-1
226
CORRIDOR
205
MEETING ROOM-2
226EXERCISE ROOM
224
6"ø
4" RD1
236 SQ.FT. FLOOR2194 SQ.FT. WALL2430 SQ.FT. TOTAL
4" RD1
236 SQ.FT. FLOOR2194 SQ.FT. WALL2430 SQ.FT. TOTAL
3" RD1
314 SQ.FT. FLOOR50%=157 SQ.FT. TOTAL
3" RD1
314 SQ.FT. FLOOR50%=157 SQ.FT. TOTAL
4"RL UP
6"RL DN
4"RL UP TO 4"RD14"FD2
2"FD1 2"FD1
HB1HB1
P1H
P1
P1
P1
P2H
P1H
P3
P3
P3
P3
P4
P8 P9
P5
P1H
P6WB1
4" LAUNDRY ROOMWASTE DN TO LINTTRAP ON 1ST FLOOR
6"FD3
6" LAUNDRY ROOMWASTE DN TO LINTTRAP ON 1ST FLOOR
WB1 WB1
WB1 WB1
WB1
3"W DN6"RL DN
6"RL UP
4"W UP4"W UP
4"W DN
4" LINT DN
6"W DN
6"W DN
6"RL UP
6"RL DN
3"W DN3"W DN
6"W UP&DN
4"W DN & 2-1/2"W UP
6"RL DN
4"GW DN
3"V UP & DN
6"RL UP
4"W UP&DN
4"W UP 4"W UP
2-1/2"W UP & DN
4"W UP
3"W UP3"W DN
4"RL DN
4"RL DN
4"W UP
(805)
(973)
(177
8)
4"W UP 4"W UP
4"RL UP4"RL UP
6"ø
4"ø
2-1/2"W DN
P3
4"RL UP & DN
P7
SS1
3"W DN
EMPLOYEE
TOILET
236
SALES
214ENGINEER OFFICE
234
HK
235
STAIR NO.2
S022STAIR NO.1
S021
OUTDOOR
TERRACE
232SOCIAL LOUNGE
227
ELECTRICAL
204ELECTRICAL
203
CORNER
BEDROOM
208
STUDIO
206
STUDIO
204
STUDIO
CONNECTOR
(LOCKOUT)
202
STUDIO
CONNECTOR
(LOCKOUT)
201
WASHERS
220
P.4041
AAAA
AA AA
BB BB BB BB
1-1/2" AHU CONDENSATE TRAP1-1/2" AIR ADMITTANCE VALVE
(COVERED)
1-1/2" AHU CONDENSATE TRAP
4"RL UP
4"RL UP
4"RL DN 2"COND. DN
2"COND. UP
2" BELOW FLOOR
2"COND. UP&DN
2"COND. DN
2"COND. UP
2-1/2"W DN
4"ø
2"ø 4"ø
2"ø
4"ø
4"ø
6"ø
6"ø
4"ø
4"ø
4"ø
4"ø
2"ø 2"ø
2"ø 6"ø
6"ø
6"ø
4"UP TO 4"VTR
4"ø
4"ø 4"ø
4"ø
2"ø
2" COND PIPEBELOW FLOOR
RL ABV CLG RL ABV CLG
2"COND DN
6"ø
4"ø
4"ø
4"ø
4"ø
RL ABV CLG
RL ABV CLG
W BLW FLR
GW BLW FLR
V ABV CLG
4"ø
6"ø 2 1
/2"ø
4"ø
2"CONDCONNECTION
4"W UP
2"COND UP
2"COND UP
2"COND UP
2-1/2"W DN
2-1/2"W UP
1
P.603
2
P.603
3
P.603
4
P.603
1
P.604
2
P.604
IS O
AN
LRP
EOF S
EN E RG IE N
27919
SEAL
GDI
RDLAMAIL
WIL
T
ON
ROLH RCA
I
AN
E
L.
overcash demmitt
2010 south tryon st. suite 1acharlotte north carolina 28203
office.704.332.1615web. www.oda.us.com
09/14/15
Copyright 2015ODA No. CADD File:
Overcash Demitt Architects
9/1
5/2
015 8
:49
:03 P
M
616 SouthSalisbury Street
Raleigh, NC
2ND FLOOR PLANWASTE -PLUMBING
09.14.2015
PERMIT SUBMITTAL
P.102122560
1/8" = 1'-0"1
2ND FLOOR PLAN WASTE - PLUMBING
NOTES:1.) REFER TO SHEETS P301 AND P302 FOR ENLARGED UNIT WASTE PLANS.2.) ALL FLOOR PENETRATIONS SHALL BE A MINIMUM OF 18" FROM CENTEROF COLUMN TO EDGE OF PIPE SLEEVE AT ELEVATED FLOOR SLABS.3.) ALL WASTE PIPE SHALL BE INSTALLED INACCORDANCE WITH CAST IRONSOVENT DESIGN MANUAL #802 - VERSION E802.04.
No. Description Date
PERMIT SUBMITTAL 9/14/15