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12-278-011GENERAL PLUMBING NOTES AND SPECIFICATIONS L A. SCOPE OF WORK, THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY ON THE DRAWING SPECIFIED HEREIN AND /OR AS NEEDED FOR A COMPLETE SYSTEM INCLUDING, BUT NOT NECESSARILY LIMITED TO, 1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS 2. SANITARY DRAIN AND VENT SYSTEM 3, PLUMBING FIXTURES AND TRIM 4 AIR CONDITIONING CONDENSATE DRAINS 5. PIPING INSULATION 6. SUPPORTS AND HANGERS 7. SEPTIC SYSTEM B. LP PETROLEUM GAS TANK AND PIPING INSTALLATION B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE, PLUMBLING. LOCAL ORDINANCES AND IN COMPLIANCE WITH THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION AND HRS. REGULATIONS IN THE EVENT OF CONFLICT BETWEEN ANY CODE OR REGULATIONS THE MORE STRINGENT REQUIREMENTS WILL GOVERN. 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION ELEVATION AND SIZE OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFORE COVERING, BITUMASTIC OR EQUAL. 4. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK ABSORBERS AS INDICATED ON PLANS. 5• PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH APPROVED MATERIALS SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHROME PLATED. FIXTURES SHALL BE PROVIDE WITH SUPPORTS, HANGERS, ETC. 6. WASTE LINES TO SLOPE 1/8 FT. UNLESS OTHERWISE NOTED. SEE CHART BELOW. 7. SUPPLY PIPING MAY BE RUN BELOW GRADE WITH FLEXIBLE PIPING. NO JOINTS OR CONNECTIONS MAY BE MADE BELOW GRADE, PLUMBING FIXTURES 1, BATH TUB AND SHOWERS GLASS ENCLOSURES, IF APPLICABLE, ARE ■ BE OF TEMPERED GLASS - CAT IL CERAMIC 2, BATHROOM FINISHED FLOORS TO BE IMPERVIOUS MATERIA!.. - FIXTURES 3, ALL PLUMBING O COMPLY WITH FBC 2007/09, SHOWER DIVERTER TO HAVE ANTISCALD VALVE. HEADS 5. SHOWER FIXTURE CLEARANCES SCALE, N.T.S. WATER HAMMER. THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM SHALL BE CONTROLLED TO REDUCE THE POSSIBILITY OF WATER HAMMER. A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK CLOSING- VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED WITHIN AN EFFECTIVE RANGE OF THE QUICK CLOSING- VALVE. WATER HAMMER ARRESTOR SHALL CONFORM TO ASCE 1010. ACCESS SHALL BE PROVIDED TO WATER - HAMMER ARREST ❑R, AS PER F,B.C.P, 604.9 DIAMETER PIPE (inches) MAXIMUM NUMBER OF DRAINAGE FIXTURE UNITS (dfu) Connecting to a horizontal branch or stack Connecting to a building drain or building sub -drain 2 3 4 2-1/2 6 26 3 12 31 4 20 50 5 160 250 6 360 575 8. VENT LINES TO EXTEND 9- MIN. ABOVE ROOF AND FLASH WITH LEAD. 9. WATER PIPES SHALL BE COPPER TYPE. PEX TYPE PIPING MAY BE USED WITH APPR. SHOP DWG 'S. 10. PIPING INSULATION: A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH CODE. B. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION. SLABS OR MASONRY WALLS. CAULK OPENINGS BETWEEN PIPE AND SLEEVES. C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, WALLS, OR CEILINGS PROVIDE ESCUTCHEONS FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE DIAMETER TO COVER THE SLEEVED OPENING FOR THE PIPES. PROVIDE CHROMIUM PLATED ESCUTCHEONS AT BATHROOM. 11. INSPECTIONS AND TESTS A. CONTRACTORS SHALL BE RESPONSIBLF TO ASK FOR INSPECTIONS TO THE -AUTHORITIES HAVING JURISDICTION. AS THE WORK PROGRESSES SYSTEM SHALL BE TESTED PER CODE. B. DRAINAGE PIPING BEFORE INSTALLATION OF ANY DRAINS. THE END OF SYSTEMS SHALL BE CAPPED AND ALL LINES FILLFD WITH WATFR TO HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTIONS ARE MADE BY BUILDING DEPARTMENT. 12: STERILIZE ALL WATER LINES WITH A MIXTURE OF 2 POUNDS OF CHLORINATED LIMED TO 1000 GALLONS OF WATER (50PPM OF AVAILABLE CHORINE). RETAIN MIXTURES IN PIPES 24 HOURS AND FLOSS THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. 13. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEAN OUT LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. 14. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN- SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. 15. ALL WORK TO BE INSTALLED AS PER FBCP 2007 / 2009. LEGEND (PLUMBING) S- YNIBOL ­? DESGRIF'TION -- - -_. -- - Hw HW - POTABLE COLD WATER SUPPLY HOT WATER SANITARY LINE TANKLESS WATER BEATER GATE VALVE CLEAN OUT FIXTURE TYPE FIXT UNIT TOTAL MIN. SIZE F.U. OF TRAP FIXTURE TYPE FIXTURE UNIT VALUE MIN. SIZE OF TRAP BATHTUB / SH 2 4 1 1/2' WASHER 5.8 2 2 2' WATER CLOSET 3 6 3' SINK W/ DW 2 2 GPM AT 60 PSI 1 1/2' LAVATORY 1 4 1 1/4' SINK 24 2 2 1 1/2' W ° O z t� TOTAL = 21 FU W TABLE 604.4 MAXIMUM FLOW RATES FOR PLUMBING FIXTURES AND FIXTURE FITTINGS - 'WATER SENSE' HIGH EFFICIENCY PLUMBING FIXTURE MAXIMUM FLOW RATE OR QUANTITY OR FIXTURE FITTING a DISHWASHER 5.8 GAL /LOAD SHOWER HEAD 2.5 GPM AT 80 PSI LAVATORY FAUCET 11,41 rl_ 2.2 GPM AT 60 PSI KITCHEN SINK FAUCET 2.2 GPM AT 60 PSI WATER CLOSET 1.6 / 0.8 GPF DUAL FLUSH CLOTHES WASHER 24 GAL /LOAD WATER HEATER TANKLESS W -- OPEN- ,/--CAT. CAT. II SHOWER TILE ON J' I GLASS BD. _ r` r o : 1 I 1 • , r PROVIDE OPENING FO. DRAIN/OVERFLOW FILL V/ i►1 FDA- F L11 Me i. SCALE: INSULATED HOT TANKLESS ELECTRIC 1:'L^' UNI ❑N WITH WATER LINE - WATER HEATER SCREEN COLD WATER LINE - SIZE PER PLAN SHUT OFF VALVE 1/2' CU UNION ELEC, C❑NNECTI ❑N WH 1, TITAN MODEL N -120 SCR2 W/ 1/2' FITTINGS, 54 AMPS @ 220V, 11.8 KW CU HEATING ELEMENT, 99.5% ENERGY EFFICIENCY NOA #, #97- 0627.16 WH 21 TITAN MODEL N -42 SCR2 W/ 1/2' FITTINGS, 19 AMPS @ 220V, 42 KW CU HEATING ELEMENT, 99,5% ENERGY EFF. N ❑A #, #97- 0627.16 1 � , 1 INN TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP MIN, SLOPE DISTANCE FROM TRAP (inches) (inch per foot) (feet) 1 -1/4 1/4 5 1 -112 1/4 6 2 1/4 8 3 1/8 12 4 1/8 16 AIR ADMITTANCE VALVES AIR - ADMITTANCE VALVES SHALL CONFORM TO ASSE 1051. INDIVIDUAL, BRANCH AND CIRCUIT VENTS SHALL CONFORM TO ASSE 1050. AIR - ADMITTANCE VALVES SHALL BE INSTALLED AFTER THE DWV TESTING REQUIRED BY SECTION 312.2 OR 312.3 HAS BEEN PERFORMED. THE HORIZONTAL BRANCH DRAIN SHALL CONNECT TO THE DRAINAGE LOCATION OF BRANCH STACK OR BUILDING DRAIN A MAXIMUM OF FOUR BRANCH INTERVALS FROM THE TOP OF THE STACK. AIR ADMITTANCE VALVES SHALL BE LOCATED A MINIMUM OF 4 INCHES ABOVE THE HORIZONTAL BRANCH DRAIN OR FIXTURE DRAIN BEING VENTED. STACK -TYPE AIR ADMITTANCE VALVES SHALL BE LOCATED NOT LESS THAN 6 INCHES ABOVE THE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE BEING VENTED. THE AIR ADMITTANCE VALVE SHALL BE LOCATED WITHIN THE MAXIMUM DEVELOPED LENGTH PERMITTED FOR THE VENT. THE AIR ADMITTANCE VALVE SHALL BE INSTALLED A MINIMUM OF 6 INCHES (152 MM) ABOVE INSULATION MATERIALS. ACCESS AND VENTILLATION ACCESS SHALL BE PROVIDED TO ALL AIR ADMITTANCE VALVES. THE VALVES SHALL BE LOCATED WITHIN A VENTILATED SPACE THAT ALLOWS AIR TO ENTER THE VALVE. THE AIR ADMITTANCE VALVE SHALL BE RATED FOR THE SIZE OF THE VENT TO WHICH THE VALVE IS CONNECTED VENT REQUIRED. WITHIN EACH PLUMBING SYSTEM, A MINIMUM OF ONE STACK VENT OR VENT STACK SHALL EXTEND OUTDOORS TO THE OPEN AIR. - - IN f SCALE: 1/4"=-1'-O" Uj firm Z Uj Uj Um .a a � • co CD Cn U6 um LLj L0 LLJ r a i � r • • • • r 'MUM MAIKIML �N.a NBiI caeaNr�e a�wur. No . W =,M sw MAY NOT t 04/1Jd1 aR r mrmm JOB No.: 12.06501. S FR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT : 100% SHEET INDEX: PLUMBING j NOTES SHEET No.: P -1 Q a Q L0 Cr LLJ 11,41 rl_ ° Z W ° O z t� W V) � F. Cc Q U LILJ ° U) C3} ro 'MUM MAIKIML �N.a NBiI caeaNr�e a�wur. No . W =,M sw MAY NOT t 04/1Jd1 aR r mrmm JOB No.: 12.06501. S FR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL PLOT : 100% SHEET INDEX: PLUMBING j NOTES SHEET No.: P -1