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<br />PLUMBING SPECIFICATIONS
<br />PART 1-GENERAL
<br />1.01 GENERAL DOCUMENTS
<br />A. THE REQUIREMENTS OF THE GENERAL CONDITIONS & SPECIFICATION BOOK SHALL APPLY TO
<br />ALL PLUMBING WORK. INSTALLATION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING
<br />CODE 2014 - PLUMBING WITH CURRENT AMENDMENTS.
<br />B. THE PLUMBING WORK SHALL FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SERVICE
<br />NECESSARY FOR AND REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF ALL
<br />PLUMBING WORK SHOWN ON THE DRAWINGS AND AS SPECIFIED. ALL MATERIAL SHALL BE NEW.
<br />C. ALL MATERIALS AND EQUIPMENT SHALL BE THE STANDARD CATALOGED PRODUCT OF A
<br />REPUTABLE MANUFACTURER REGULARLY MANUFACTURING THE PARTICULAR ITEM FREE FROM
<br />DEFECTS AND IN NEW CONDITION.
<br />1.02 SUBMITTALS
<br />A. MATERIALS OR PRODUCTS SPECIFIED HEREIN AND/OR INDICATED ON DRAWINGS BY TRADE
<br />NAME MANUFACTURER'S NAME OR CATALOG NUMBERS SHALL BE INTERPRETED AS
<br />ESTABLISHING A STANDARD OF QUALITY AND DESIGN. EQUAL TO THAT SPECIFIED.
<br />SUBSTITUTIONS SHALL NOT BE ALLOWED UNLESS THEY ARE SUBMITTED FOR REVIEW AN AND
<br />APPROVED BY BID DATE.
<br />1.03 WORK BY OTHERS
<br />A. THE FOLLOWING SYSTEMS AND/OR EQUIPMENT ARE NOT APART OF THIS SECTION, BUT SHALL
<br />BE PROPERLY CONNECTED WITH ALL PLUMBING SERVICES: - ELECTRICAL POWER WIRING BY
<br />ELECTRICAL SUB -CONTRACTOR.
<br />1.04 SHOP DRAWINGS
<br />A. FURNISH SIX (6) COPIES OF SHOP DRAWING OF EQUIPMENT AND FIXTURES FOR APPROVAL
<br />PRIOR TO PURCHASING.
<br />1.05 RECORD DRAWINGS
<br />A. AFTER COMPLETION OF ALL WORK, THE PLUMBING CONTRACTOR SHALL PROVIDE THE OWNER,
<br />ENGINEER, AND ARCHITECT WITH AS BUILT RECORD DRAWINGS AS OUTLINED IN
<br />SPECIFICATIONS.
<br />PART 2 - INSTALLATION
<br />2.01 MATERIAL
<br />A. SOIL, WASTE & VENT PIPING: ABOVE AND BELOW FLOOR SLAB SHALL BE ASTM D 2665 PVC-DWV
<br />SCHEDULE 40 PIPE AND FITTINGS WITH SOLVENT WELD JOINTS.
<br />B. ROOF DRAIN PIPING: ABOVE AND BELOW FLOOR SLAB SHALL BE ASTM D 2665 PVC-DWV
<br />SCHEDULE 40 PIPE AND FITTINGS WITH SOLVENT WELD JOINTS.
<br />C. DOMESTIC WATER PIPING:
<br />a. INTERIOR COLD AND HOT WATER PIPING ABOVE SLAB: DOMESTIC WATER PIPING SHALL BE
<br />TYPE'L' COPPER ASTM B88 WITH SOLDER -JOINT FITTINGS.
<br />b. PIPING BELOW SLAB SHALL BE ASTM F 441 SCHEDULE 40 CPVC PLASTIC PIPING WITH SOLVENT
<br />WELD JOINTS.
<br />D. PIPE INSULATIONS:HOT WATER SUPPLY AND RETURN PIPING SHALL BE INSULATED WITH 1" THICK
<br />FIBERGLASS OR EQUAL, IN COMPLIANCE WITH APPLICABLE ENERGY CODES, STORM WATER
<br />PIPING INCLUDING ROOF DRAIN SUMPS ALL HORIZONTAL RAINWATER LEADERS & ANY PIPING
<br />AB E COLD WATER DISCHARGE FORM A/C UNITS ICE MACHINES ETC. SHALL
<br />ABOVE SLAB RECEIVING EIVIN G
<br />BE INSULATED WITH 1" THICK FIBERGLASS (OR EQUAL) INSULATION WITH VAPOR JACKET.
<br />2.02 VALVES
<br />A. EQUAL TO NIBCO, CRANE, OR WALWORTH. ALL BRONZE 150 LB. GATE VALVES WITH RISING
<br />STEMS.
<br />2.03 SPECIALTIES
<br />A. PIPE PROTECTIVE COATING: FOR STEEL OR COPPER PIPE, PERMACEL OR SCOTHWRAP VINYL
<br />TAPE APPLIED OVER PIPE TO A TOTAL MINIMUM THICKNESS OF 20 MLS. APPLY TO ALL WATER
<br />PIPE IN CONTACT WITH MASONRY OR CONCRETE.
<br />B. PIPE HANGERS: HANGERS FOR BARE COPPER PIPE THROUGH 4 INCH (4") DIAMETER OR SMALLER
<br />SHALL BE ADJUSTABLE RING TYPE, PLASTIC COATED EQUAL TO MICHIGAN 102a, FOR STEEL PIPE
<br />MICHIGAN 100.
<br />C. DRAINS AND CLEANOUTS: SEE SCHEDULE ON DRAWINGS.
<br />D. DIELECTRIC UNIONS: EBCO OR CAPITOL AT ALL POINTS OF CONNECTION BETWEEN DISSIMILAR
<br />PIPE METALS.
<br />E. FLASHING AND VENT STACKS: ALL VENTS EXTENDING THROUGH THE ROOF SHALL BE PROVIDED
<br />WITH FOUR POUND SHEET LEAD FLASHING EXTENDING UPWARD AROUND THE PIPE AND TURNED
<br />DOWN INSIDE THE PIPE OR AS OTHERWISE SHOWN ON THE DRAWINGS. THE ROOF FLASHING
<br />SHALL BE INSTALLED BY LICENSED ROOFING CONTRACTOR.
<br />F. ESCUTCHEONS AND SLEEVES. WHERE PIPES PIERCE EXPOSED PARTITIONS, FLOORS, WALL, OR
<br />CEILINGS, PROVIDE CHROME PLATED ESCUTCHEONS TO COVER THE RAW EDGE.
<br />G. SLEEVES SHALL BE PROVIDED A ALL PIPE PENETRATIONS OF MASONRY AND CONCRETE WALLS
<br />AND FLOORS.
<br />H. PROVIDE UL LISTED FIRE STOPPING PIPE PENETRATION ASSEMBLIES AT ALL PIPING THROUGH
<br />RATED WALLS AND ASSEMBLIES.
<br />PART 3 - EXECUTION
<br />3.01 INSTALLATION
<br />A. INSTALL PIPE ABOVE GROUND PLUMB AND SQUARE WITH BUILDING LINES, ADEQUATELY
<br />SUPPORTED WITHOUT SAGS OR HIGH POINTS. CONCEAL PIPING IN OCCUPIED AREAS AND
<br />MAINTAIN HEAD ROOM AND ACCESS SPACE IN UNFINISHED AREAS. SLEEVE PIPING THROUGH ALL
<br />WALLS, SLABS, OR PARTITIONS WITH ESCUTCHEONS AT ALL FINISHED SURFACE. PROVIDE
<br />AT L FINAL CONNECTIONS AND STOPS ON ALL SUPPLIES. ALL PIPE OPENINGS
<br />UNIONS A L F CO SHALL
<br />BE PLUGGED DURING INSTALLATION.
<br />B. SANITARY DRAINAGE PIPING 3" & LARGER SHALL BE INSTALLED WITH A MINIMUM 1/8" PER FOOT
<br />SLOPE UNLESS NOTED OTHERWISE. ALL DRAINAGE PIPING 2-1/2" AND SMALLER SHALL BE
<br />INSTALLED WITH A MINIMUM OF 1/4" PITCH PER FOOT.
<br />C. ALL FIXTURES AND TRIM FOR HANDICAPPED SHALL BE INSTALLED IN COMPLIANCE WITH 2O14
<br />FLORIDA ACCESSIBLITY CODE FOR BUILDING CONSTRUCTION.
<br />D. INSTALL ALL PIPING TO ALLOW FOR EXPANSION.
<br />E. SEE RISER DIAGRAMS FOR ALL DRAINAGE & VENT PIPE SIZING FOR THE PLUMBING SYSTEMS.
<br />REFER TO PLUMBING FLOOR PLAN (WATER SYSTEM) & SCHEDULES FOR ALL WATER PIPING
<br />SYSTEM SIZING.
<br />F. ALL EXPOSED TO VIEW PIPING AND FITTINGS SHALL BE POLISHED CHROME FINISH.
<br />G. ALL WORK ASSOCIATED WITH HANDICAPPED TOILETS SHALL COMPLY WITH ADA REQUIREMENTS
<br />AND FLORIDA BUILDING CODE - CHAPTER 11 FLORIDA ACCESSIBILITY CODE FOR BUILDING
<br />CONSTRUCTION.
<br />H. FINAL CONNECTIONS T DRAINAGE AND WATER SERVICE LINES TO EXISTING OR C O NEW
<br />AT 5-0" FROM THE BUILDING WALLS SHALL BE BY THE PLUMBING CONTRACTOR.
<br />3.02 DISINFECTING OF POTABLE WATER SYSTEM
<br />A. THE SYSTEM SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF
<br />AVAILABLE CHLORINE AND ALL ALLOWED TO STAND 24 HOURS BEFORE FLUSHING AND
<br />RETURNING TO SERVICE. DISINFECTION PROCEDURE AND -RESULT SHALL BE SUBJECT TO THE
<br />APPROVAL OF THE LOCAL PLUMBING INSPECTOR.
<br />3.03 TEST A. ALL PLUMBING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE
<br />PLUMBING. ALL TESTS SHALL BE APPROVED BY THE LOCAL PLUMBING INSPECTOR AND SHALL BE
<br />OBSERVED BY A REPRESENTATIVE OF THE ARCHITECT. --
<br />3.04 SYSTEM IDENTIFICATION
<br />A. THE PLUMBING CONTRACTOR SHALL PROVIDE IDENTIFICATION TAGS FOR ALL NEW PIPING AND
<br />VALVES IN THE BUILDING AS PER OWNER ACCEPTED STANDARDS, THE PIPE MARKS SHALL
<br />INCLUDE PIPING SYSTEM IDENTIFICATION AND DIRECTIONS OF FLOW. EVERY 10 FEET AND
<br />CHANGED OF DIRECTION.
<br />3.05 SPECIFICATIONS AND DRAWINGS
<br />PLUMBING T SHALL FURNISH AND INSTALL COMPLETE SANITARY STORM A U G CONTRACTOR SHA U , AND
<br />DOMESTIC WATER PIPING SYSTEMS: INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT,
<br />CONTROLS, AND CONNECTIONS TO NEW SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR
<br />THE SATISFACTORY OPERATIONS OF THE SYSTEMS, WHETHER SPECIFICALLY SHOWN OR NOT
<br />ON THE DRAWINGS.
<br />B. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT -AND ARE INTENDED TO
<br />DEPICT THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT, AND QUALITY OF
<br />WORKMANSHIP. THEY ARE NOT INTENDED TO SHOW IN=MINUTE DETAIL EVERY AND ALL
<br />ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT IT SHALL BE
<br />UNDERSTOOD THAT SUCH DETAILS WILL BE PART OF THIS WORK.
<br />C. WHERE DRAWINGS AND SPECIFICATIONS CONFLICT, IT SHALL BE THE RESPONSIBILITY OF THIS
<br />CONTRACTOR TO BRING SUCH CONFLICT TO THE ATTENTION OF THE ENGINEER FOR
<br />CLARIFICATION.
<br />D. REFER TO ARCHITECTURAL DRAWINGS AND VERIFY FIELD CONDITION FOR EXACT LOCATION OF
<br />ALL PLUMBING FIXTURES.
<br />E. CONTRACTOR SHALL KEEP A RECORD OF THE LOCATIONS OF ALL CONCEALED WORK AND UPON
<br />COMPLETION OF THE JOB, SHALL SUPPLY AS -BUILT DRAWINGS SHOWING IN COLORED PENCIL ON
<br />BLACK LINE PRINTS ANY DEVIATION FORM THE ORIGINAL DRAWINGS. THESE DRAWINGS SHALL
<br />INDICATE DIMENSION OF BURIED UTILITY LINES FROM BUILDING WALLS.
<br />F. ALL DOCUMENTS, TEST REPORTS, & AS -BUILT DRAWINGS SHALL BE ATTACHED TO THE CLOSING
<br />DOCUMENTS OF THE PROJECT.
<br />3.06 WARRANTY
<br />A. THE PLUMBING CONTRACTOR SHALL WARRANT HIS WORK TO BE FREE FROM DEFECTS IN
<br />MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FORM FINAL ACCEPTANCE OF
<br />ALL WORK. -
<br />3.07 COORDINATION A. GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWING COORDINATING ALL TRADES AND
<br />EXISTING OBSTACLES PRIOR TO STARTING CONSTRUCTION. _ I Z D INVERT ELEVATIONS
<br />B. VERIFY LOCATIONS SIZES, AN OF SANITARY DRAIN AND DOMESTIC
<br />WATER PIPING CONNECTIONS WITH FIELD CONDITIONS AND CIVIL ENGINEERING DRAWINGS
<br />PRIOR TO PROCEEDING WITH THE INSTALLATION OF ANY NEW WORK. SHALL ANY
<br />DISCREPANCIES BE DISCOVERED CONTRACTORS SHOULD OBTAIN DIRECTION FROM THE
<br />ENGINEER BEFORE PROCEEDING.
<br />C. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL AND PARTITION CONSTRUCTION AND
<br />THICKNESS WHERE PLUMBING PIPING, FIXTURES CARRIERS OR EQUIPMENT IS INDICATED.
<br />BEFORE STARTING CONSTRUCTION. IDENTIFY ANY CONFLICT PRIOR TO STARTING
<br />CONSTRUCTION.
<br />D. COORDINATE EXACT LOCATION, ELEVATIONS, AND SIZES OF ALL SLEEVES IN NEW STRUCTURE
<br />WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS.
<br />3.08 PERMITS A. PLUMBING CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AT HIS EXPENSE.
<br />B. THE PLUMBING CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD
<br />CONDITIONS AND SHALL COORDINATE WITH CIVIL ENGINEER LOCATIONS AND ELEVATIONS OF
<br />PROCEEDING IT N PLUMBING SERVICE LINES BEFORE ROCEEDI G WITH CONSTRUCTION. THE WATER AND SEWER
<br />SERVICE LINES SHOWN ON THE DRAWINGS ARE FOR REFERENCE AND BUILDING PERMIT ONLY.
<br />REFER TO CIVIL ENGINEERS DRAWING AND VERIFY FIELD CONDITIONS FOR DRAINAGE AND
<br />WATER SERVICE LINES LAYOUT AND DETAILS.
<br />C. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF ANY OF THE WORK
<br />INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMEDDUETO EXISTING FIELD
<br />CONDITIONS.
<br />D. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALLCOMPLETESANITARY AND DOMESTIC
<br />WATER PIPING SYSTEMS: INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND
<br />CONNECTIONS TO EXISTING SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE
<br />SATISFACTORY OPERATION OF THE SYSTEMS.
<br />E. PLUMBING CONTRACTOR SHALL PROVIDE ROUTING AND OFFSETS NECESSARY TO AVOID
<br />CONFLICT WITH STRUCTURE, FINISHES, AND WORK OF OTHER TRADES.
<br />F. WALL AND PARTITION CONSTRUCTION AND THICKNESS FOR PLUMBING PIPING OR EQUIPMENT IS
<br />INDICATED SHALL BE AS PER EQUIPMENT MANUFACTURERS SHOP DRAWINGS AND ANY
<br />CONFLICT SHALL BE IDENTIFIED PRIOR TO STARING CONSTRUCTION.
<br />G. COORDINATE EXACT LOCATION SIZE AND ELEVATIONS OF PIPE SLEEVES IN EXISTING
<br />STRUCTURE WITH STRUCTURAL ENGINEER.
<br />H. THE LOCATION AND ELEVATION OF PLUMBING PIPING AT CEILING, WALLS, AND BELOW SLAB FOR
<br />OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT IS SHOWN AS PER EQUIPMENT DATA
<br />SHEETS. THE CONTRACTOR SHALL PROVIDE PLUMBING -ROUGH -INS AS PER OWNERS PROVIDED
<br />FINAL.
<br />PLUMBING FUTURE SCHEDULE
<br />COLD I HOT II
<br />MARK FIXTURE I WASTE I VENT I MANUFACTURER - MODEL # ?' DESCRIPTION
<br />I WATER WATER I I
<br />r I g FULLY EXPOSED TWO LEVEL BASINS,18 GAUGE, STAINLESS STEEL WITH SATIN FINISH
<br />i ELKAY-#EDFPBM117RAC
<br />WF WATER FOUNTAIN 2 2 + 1/2 # _ 'AND HIGH SHINE OUTER EDGE. AS PER MANUFACTURE'S SPECIFICATIONS PROVIDE
<br />I
<br />38 X8 P-TRAP ACCESS PANELS. MOUNT AT ADA HEIGHT. (NOTE 5)
<br />t
<br />} 'GALVANIZED STEEL REMOTE WATER COOLER, CAPACITY: 10 GPH Q 50-,
<br />I I, I
<br />,REMOTE ELECTRIC WATER I ;, ;, I ELKAY-#ER101Y' $REFRIGERANT. R134A WITH STAINLESS STEEL GRILL.
<br />REWC 2 2„ : 1 /2.
<br />j CHILLER` - RECIPROCATING TYPE, 115V, 60HZ, 46OWSINGLE PHASE, NON -FILTERED. INSTALL IN
<br />CEI LI N G ABOVE FOUNTAINS.
<br />WATER CLOSET FOR H/C, ! I ; 'FLOOR MOUNTED,1.0 GPF; PRESSURE ASSIST FLUSH, VITREOUS CHINA 2-1/4"
<br />E x
<br />I. K LER HIGHLINE" 'GLAZED TRAPWAY 12 ROUGH ELONGATED 17-1/8 HIGHBOWL, SIPHON JET, ATER
<br />4�2„ 1�,WC_L#TANKTYPEFLOOR
<br />I MOUNTED I I I#K-3519 ;SAVER. SEAT: OLSONITE #10 HEAVY DUTY, OPEN FRONT, LESS COVER. (NOTE 1 )
<br />LEFT SIDE TRIP LEVER
<br />WATER CLOSET FOR H/C, I ;FLOOR MOUNTED,1.0 GPF, PRESSURE ASSIST FLUSH,. VITREOUS CHINA, 2-1/4"
<br />R L IGL 2" ROUGH ELONGATED 17-1.18" HIGH BOWL SIPHON:J s TANKTYPEFLOOR KOHLER "HIGHLINE" GLAZED 1 ET, WATER
<br />I
<br />4 � I
<br />WC R
<br />2 1 /2'
<br />MOUNTED j - I#K-351'0-RA kSAVER. SEAT: OLSONITE #1D HEAVY DUTY, OPEN FRONT, LESS COVER. (NOTE 1)
<br />RIGHT SIDE TRIP LEVER ± I I I
<br />* VITREOUS CHINA22" X18", WALL MOUNTED, WICONCEALED ARM CARRIERS
<br />f
<br />I ; �SU,PPORTED FROM FLOOR (WITHSTANDING 250# OF LOAD APPLIED ON THE FRONT OF
<br />I $
<br />;THE FIXTURE),W/SINGLE FAUCET HOLE &FRONT OVERFLOW, W/WFi1TE K-2057
<br />" ! LAVATORYWALL t :KOHLER-#K-2035-1 BATHROOM SINK SHROUD.
<br />LAV MOUNTED FOR H/C I 2` 2 1I2 _ R KOHLER - #K-16027.4-CP z FAUCET W/LEVER HANDLE, 1/2 GPM, VANDAL. RESISTANT FLOW DEVICES FOR 4
<br />1 I {ZURN-#Z-1231 FAUCET HOLES, ADJUSTABLE HOT LIMIT SAFETY STOP. (NOTES 1,2 �&3)
<br />' I I } * LAVATORY SUPPORT SYSTEM WITH CONCEALED ARMS. COMPLETE WITH DURX
<br />! I °COATED RECTANGULAR STEEL UPRIGHTS WITH WELDED FEET, ADJUSTABLE
<br />p
<br />I € i #SUPPORT PLATE, AND MOUNTING FASTENERS_
<br />' ' * COUNTER -TOP TYPE, SINGLE COMPARTMENT, SELF RIMMING WITH COATED
<br />?UNDERSIDE 31 X21"WITH 6" HEIGHT FOR HIC,16 GAGE,316 STAIN LESS STEEL, WITH
<br />II SINGLE I 3 IJUST WG - iOPENING
<br />DROPPED LEDGE & RAISED FAUCET DECK. THREE HOLE CENTERED -RIGHT. DRAIN
<br />SCS COMPARTMENT SINK `2" 2r, 1/2„1/2 I#SL-AD/� 2131-AGR OFFSET TO BACK.
<br />JUST MFG - #J-900 '* SINGLE LEVER HIGH ARC FAUCET WITH1.5 GPM LAMINAR FLOW, CP SUPPLY STOPS
<br />! I & ESCUTCHEONS. 1-1/2"PVC TRAP W/ CLEANOUT PLUG. TRUEBRO "BASIN GUARD"
<br />I r
<br />I ; ! 1 UNDERSINK ENCLOSURE. (NOTES 1, 2 & 3)
<br />j I MUSTEE: #63M
<br />24"x24"X10" FLOOR MOUNT MOP SINK, MOLDED FIBERGLASS; W/STRAIN ER.
<br />I FAUCET: #63.600A
<br />: *'FAUCET SHALL BE POLISHED CHROME, FINISH WITH WRIST BLADES INTEGRAL
<br />I B. GUARD: #63.401 20-3/4
<br />MSB MOP SERVICE BASIN 3 2„ 1/2 1/2 STOPS, ADJUSTABLE WALL BRACKET, 3/4" HOSE THREAD ON SPOUT, AND INTEGRAL
<br />HOSE: #65.700
<br />I VACUUM BREAKER.
<br />I !MOP HANGER: #65.600 I
<br />I ' W. GUARDS:67.2424
<br />NOTES:
<br />1.SIN S &WATER CLOSET SUPPLY SHALL BE BRASS WITH BRASSANGLE STOPS FOR 1/2" WATER SUPPLYLINES WITH LOOSE KEY TH GAP AND WALL. FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH,
<br />K (W ),
<br />MANUFACTURER: E.B.C_, INC.OR APPROVED EQUAL.
<br />2. CAST BODY "P" TRAP 1-1/2"X1-1/2" WITH ;HEAVY CAST J-BEND & FLAT CLEANOUT PLUG, SLIP NUTS AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER: E_B.C.,INC. OR APPROVED
<br />EQUAL.
<br />3. STRAINERS SHALL BE FUR.NISFIED WITH FIXTURES.
<br />4, PROVIDE WATER SUPPLY& "P TRAP FOR ELECTRIC WATER COOLERS AS PER MANUFACTURERS RECOMMENDATIONS.
<br />PLUMBING SURE &TRIM SHALL BE APPROVED BYTHE OWNER BEFORE FINAL ORDER IS E.
<br />5. ALL:PLU FIXTURES _ MAD
<br />__.._E TO.ARCHITECTURAL-DRAWINGS FOR PLUMBING FIXTURE ACCESSIBILITY REQUIREMENTS.
<br />- - - -
<br />6.REF R_Q
<br />SPECIALTIES SCHEDULE
<br />MARK ! DESCRIPTION/LOCATION
<br />MANUFACUREIR MODEL NUM.
<br />DESCRIPTION
<br />10.5-12
<br />GPM. SET TO TEMPER. HOT WATER TO 110- F 1 /2'"-1 ": MATCH PIPE SIZE SHOWN ON PLAN. PROVIDE WATTS "CS" CHECK STOP
<br />TMV 1 THERMOSTATIC MIXING VALVE
<br />-
<br />� WATTS LMMV I
<br />1/ISOLATION
<br />/STRAINERON HOTAND COLD WATER INLET.
<br />1
<br />WALL CLEAN OUT TEE TO MATCH PIPE MATERIAL. PROVIDE GAS AND WATER TIGHT ABS OR PVC PLUG AND ROUND, SMOOTH
<br />WCO WALL CLEAR OUT
<br />I ZURN I Z-1446
<br />1STAJNLESS STEEL WALL ACCESS COVER WITH STAINLESS STEEL SCREW.
<br />W/B WATER VALVE BOA{
<br />SPECIALTY i I
<br />( #OB-821-LL,
<br />PLASTIC ICE MAKER VALVE BOX, 3/8 COLD WATER OUTLET, 6-13/16 X4-7/8 DIMENSION. WITH WATER HAMGER ARRESTOR. LEAD
<br />PRODUCTS !FREE.
<br />SA WATER HAMMER ARRESTOR
<br />ZURN Z-1700 SHOKTROL i
<br />3/4" SIZE
<br />ID i FLOOR DRAIN
<br />F _R
<br />4
<br />ZURN FD1-PV -R6-SS
<br />� 4
<br />BOTTOM OU LET PVC BODY CLAMPING COLLAR 6 DIAMETER ROU b SS STRAINER IfRAP PRIMER CONNECTION
<br />) M T N _,W
<br />VR VACUUM RELIEF VALVE
<br />I WATTS' # N36-Ml
<br />?ALL BRASS BODY (INSTALL AMINI MUMOF 6" ABOVE WATER HEATER)
<br />j
<br />IZURN HEAVY DUTY ADJUSTABLE FLOOR CLEAN OUT. CAST IRON BODY WTH ROUND ADJUSTABLE POLISHED BRONZE TOP SET
<br />FCO FLOOR CLEAR OUT
<br />-
<br />ZURN Z1400
<br />i
<br />ITOP LEVEL TO FINISHED FLOOR.
<br />f
<br />WATER SAVER TRAP PRIMER, 1-1/2" CHROME PLATED, POLISHED CAST BRASS TRAP AND WASTE ARM WTH CLEANOUT. PROVIDE
<br />I
<br />WITH 112- COPPER I TUBING F OMTRAP TO WALL ESCUTCHEON. PRIMER TUBING BELOW FLOOR LOPED DOWN TO
<br />E PR MER R S
<br />TP i TRAP PRIMER
<br />-
<br />PPP LTP-1500
<br />,
<br />FIXTURE SHALL BEPEXWNERE BURIED, COPPER WHERE HUNG. TRAP PRIMER IS IN COMPLIANCE WITH THE FPC 1002.4 AND HAS
<br />{
<br />I
<br />BEEN TESTED AND MEETS REQUIERMENTS OF THE ASSE STANDARD FORM 1044_
<br />FDF FLOOR DRAIN FUNNEL
<br />ZURN' ZB415B
<br />8-3/8":FLOOR DRAIN WITH 4" DIAMETER FUNNEL, DURA-COATED CAST IRON BODY, ADJUSTABLE COLLARWITH SEEPAGESLOTS.
<br />I
<br />RD=P ROOF DRAIN PRIMARY
<br />j
<br /># ZURN` ZA1.00-ERG
<br />PRIMARY ROOF DRAIN, COATED CAST IRON WITH'UNDER DECK CLAMP,"STATIC EXTENTION, INTERNAL MEMBRANE FLASHING
<br />1'CLAMP/GRAVEL GUARD, 6-3/4" HIGH DOME, SEE PLAN FOR PIPE SIZE
<br />I
<br />;PRIMARY ROOF DRAIN, COATED CAST IRON VMTH UNDER DECK CLAMP, STATIC EXTENTION, INTERNAL MEMBRANE FLASHING
<br />RD-P2 ROOF DRAIN PRIMARY
<br />1
<br />ZURN F Z125-ERG
<br />,`CLAMP/GRAVEL GUARD, 6-3/4" HIGH DOME, SEE PLAN FOR PIPE SIZE
<br />I
<br />AI RD-S ROOF DRN SECONDARY
<br />I
<br />i ZURN I ZA100-ERC-VV4
<br />SECONDARY ROOF DRAIN, COATED CAST IRON WITH UNDER DECK CLAMP, STATIC EXTENTION, INTERNAL MEMBRANE, FLASHING
<br />;CLAMP/GRAVEL GUARD 6-3/4" HIGH DOME INCLUDES "INTERNAL WATER DAM. SEE PLAN FOR PIPE SIZE.
<br />'SECONDARY ROOF DRAIN, COATED CAST IRON WITHUNDER DECK CLAW, STATIC EXTENTION, INTERNAL MEMBRANE FLASHING
<br />RD-S2 ROOF DRAIN SECONDARY
<br />ZURN Z125-ERC-89
<br />ICLAMPIGRAVEL GUARD, 6-3/4" HIGH DOME, INCLUDES 2" WATER DAM. SEE PLAN FOR PIPE SIZE
<br />RD-C j ROOF DRAIN CAN,
<br />I J.R. SMITH 1680T
<br />CANOPY ROOF DRAIN, 3" SIDE OUTLET WITH FLASHING CLAMP AND SUMP RECEIVER, SEE PLAN FOR PIPE SIZE.
<br />DS j DOWNSPOUT
<br />ZURN' Z199
<br />'ALL NICKEL BODY, OPTIONAL THREADED OR NO HUB INLET AND DECORATIVE FACE. 18"ABOVE FINISH GRADE.
<br />}
<br />!SELF DRAINING MODERATE CLIMATE NARROW WALL HYDRANT WITH ANTI -SIPHON VANDAL RESISTANT VACUUM. BREAKER 2-5/8"L,
<br />WF j WALL HYDRANT
<br />MFAB 1 MHY-60
<br />1314" SWT, 1" W.P., POLISHED CHROME PLATED FACE PLATE.
<br />CD I CONDENSATE DRAIN
<br />f PLASTIC ODDITIES I PBV2330
<br />jPVC CONSTRUCTION, REMOVABLE FLOATING BALL TYPE BACK FLOW DEVICE_ SEE DETAIL.
<br />GCO GRADE CLEAR OUT
<br />( ZURN Z-1474
<br />jZURN HEAVYDUTY CLEANOUT, CAST IRON BODY WTH ROUND.HEAVY DUTY SCORIATED TOP WITH LIFTING DEVICE, VANDAL
<br />!'PROOF SCREWS SET TO TOP LEVEL TO FINISHED GRADE.
<br />ELECTRIC WATER HEATER SCHEDULE
<br />MARK MAKE & MODEL # TYPE STORAGE GAL I DIMENSIONS INCH 1 REC(GP f 1 A T 1 INPUT BTUH) FLUE INC KILOWATTS VOLTS I PHASE HERTZ I LOCATION NOTES
<br />EWH ! AO. SMITH DEL-10 I TANK -ELECTRIC E 10 1 H=18-1/4"W=18" I 15154 I NIA ' N/A 2 120 i 1 1 60 ! SEE PLANS 1,2;3A,5,6 & 7
<br />1, PROVIDE FACTORY INSTALLED CONTROLS INCLUDING T STATS SET ON 140°F.
<br />2. PROVIDEALL REQUIRED. OPTIONS TO COMPLETE INSTALATION.
<br />--------------
<br />3. INSTALL EVVH IN ACCORDANCE TO FLORIDABUILDING CODE- PLUMBING, MECHANCIAL & NATIONAL ELECTRIC CODES, APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS.
<br />4. WRE FOR SIMULTANEOUS ELEMENT OPERATION.
<br />EXPANSION TANK SCHEDULE
<br />MARK; MAKE&MODEL# i TYPE MAX. PRESS. I
<br />MAX. OPERATING TEMP.. iTANKVOLUME' AIRPRE-CHARGE CONNECTION SIZE TANK SIZE NOTES
<br />EXT AMTROL - ST-5 i POTABLE WATER 150 PSI
<br />200-F i 2.0 GAL 1 50 PSI 3/4" MALE ; DIAMETER -$", LENGTH -13" 1 & 2
<br />NOTES:
<br />1. PROVIDE BRACKETS FOR TANK SUPPORT.
<br />2.TANK SHALL BE LISTED -FOR POTABLE WATER INSTALLATION.
<br />. PLUMBING
<br />LEGEND
<br />DESCRIPTION
<br />SYMBOLS
<br />NEW SANITARY PIPING
<br />NEW VENT PIPING
<br />NEW COLD WATER PIPING
<br />NEW HOT WATER PIPING
<br />NEW STORM DRAIN PIPING
<br />SD
<br />EX. SANITARY PIPING
<br />SS
<br />EX. VENT PIPING
<br />V
<br />EX. COLD WATER PIPING
<br />EX. HOT WATER PIPING
<br />EX. STORM DRAIN PIPING
<br />SD -
<br />PIPING T0 BE REMOVED VED
<br />0
<br />�,X X X X
<br />BALL VALVE
<br />j
<br />PLUMBING FIXTURES
<br />FURNISHED & INSTALLED BY
<br />PLUMBING CONTRACTOR
<br />o
<br />■
<br />DESCRIPTION
<br />ABBREVIATIONS
<br />SANITARY DRAINAGE SYSTEM
<br />SS, W
<br />VENT PIPING
<br />V
<br />COLD WATER SYSTEM
<br />CW
<br />HOT WATER SYSTEM (110-F)
<br />HW
<br />INDIRECT DRAIN PIPING
<br />ID
<br />FINISHED FLOOR ELEVATION
<br />F.F.E.
<br />ELECTRICAL CONTRACTOR
<br />E.C.
<br />PLUMBING CONTRACTOR
<br />P.C.
<br />GENERAL CONTRACTOR
<br />G.C.
<br />WASTE STACK
<br />W.S.
<br />FULL LINE SIZE
<br />F.L.S.
<br />INVERT ELEVATION
<br />I.E.
<br />EXISTING
<br />EX.
<br />PLUMBING SHEET INDEX
<br />P-0 PLUMBING SPECIFICATIONS
<br />P-1.1 PLUMBING PLAN: DOMESTIC WATER
<br />P-1.2 PLUMBING PLAN: GRAVITY DRAINAGE
<br />P-2 PLUMBING DETAILS & SCHEDULES
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<br />1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1
<br />THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. PLUMBING SPECIFICATIONS
<br />NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. _
<br />SCALE: N.T.S
<br />sheet no.
<br />P-0
<br />
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