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12-259-010GENERAL PLUMBING NOTES AND SPECIFICATIONS 1, A. SCOPE OF WORK, R THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY ON THE DRAWING SPECIFIED HEREIN AND /DR 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 8, 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 OREQUAL. 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, S. 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 NOTES L BATH TUB AND SHOWERS GLASS ENCLOSURES, IF APPLICABLE, ARE TO BE OF TEMPERED GLASS - CAT II 2, BATHROOM FINISHED FLOORS TO BE IMPERVI ❑US MATERIAL - CERAMIC TILE, 3, ALL PLUMBING FIXTURES TO COMPLY WITH FBC 2007/09, 4. SHOWER DIVERTER TO HAVE ANTISCALD VALVE, 5, SHOWER HEADS TO BE WATER SAVING W/ AERATOR FIXTURE CLEARANCES SCALFi 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 ARRESTOR, AS PER F.B.C,P, 604.9 TABLE 912.3 SIZE OF COMBINATION DRAIN AND VENT PIPE 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 RESPONSIBLE TO ASK FOR INSPFOTIONS TO THF- 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 FILLED WITH WATER 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 (P>LILUMBIN ) SYNITIOL D.ES 'll1lPTION 110I'l17LIE' COLD WVATIER ST- TPPILY - HW HW - III OT WATL' jJ SANTITANY LINE vv/II TAN1'LIL_ti'_1 Wtl'A`ll'IER 11EA`ll'.I R VALVE T r,0. CLEAN OUT FIXTURE FIXT TOTAL MIN, SIZE TYPE UNIT F.U. OF TRAP FIXTURE FIXTURE MIN. SIZE TYPE UNIT VALUE OF TRAP BATHTUB / SH 2 4 1 1/2" WASHER 2 2 ff P WATER CLOSET 3 6 3" SINK W/ DW 2 2 1 1/2" LAVATORY 1 4 1 1/4" SINK 2 2 1 1/2" TOTAL = 21 FU TABLE 604,4 MAXIMUM FLOW RATES FOR PLUMBING FIXTURES AND FIXTURE FITTINGS - "WATER SENSE" HIGH EFFICIENCY PLUMBING FIXTURE MAXIMUM FLOW RATE ❑R QUANTITY OR FIXTURE FITTING DISHWASHER 53 GAL/LOAD SHOWER HEAD 2.5 GPM AT 80 PSI LAVATORY FAUCET 2.2 GPM AT 60 PSI KITCHEN SINK FAUCET 22 GPM AT 60 PSI WATER CLOSET L6 / 0.8 GPF DUAL FLUSH CLOTHES WASHER 24 GAL/LOAD WATER HEATER TANKLESS AIR ADMITTANCE VALVES -- __ OPEN ' H p, ......................... .... 1 MA_50? 3FU - is i 1/2" CLAM 2FU -CAT, II SAFETY GLASS -- _2t__ 1.5 "TR SHOWER CO 1.5" N N W.I.C. 1/2': I+ 1 /2., - TILE ON C M, BD. 1/2 '1'sFU 1:.25 "TR y� \1 2 -3/4„ �» 3" 2„ €' I �FOOM 7 SLOPE zVFT 3 4 ...::::_�' :'..... - TILE ON z" C M. BD. / y�\ -►-" ON VB ON PLYWD, 3' 6FU \ ` 0 2X4 PT. @MAX, 16` O,C, I =i I ' PROVIDE OPENING IN SLAB o c , . N ; :�; , MA�I�f� CI�rI�00M I • �VH� -�, FOR DRAIN /OVERFLOW -- .,, , FILL W/ SAND 11/2,. UTILITY 3„ 3/4 2 TU B SECTION - MBA I SEE M -1 2FU SCALE: 1 /2 "=-1'-O' ;FOR AHU Z,�T...... _____._._ I '��° .... 2FU CONDENSATE € <I�•1 r 1.5 "TR1 _ IZ LINE- PLUMBER \ I. ;\ TO PROV E & �_ . , INSTALL _..__. L INSULATED HOT TANKLESS ELECTRIC 112" UNION WITH WATER LINE - WATER HEATER SCREEN COLD WATER LINE - SIZE PER PLAN SHUT OFF VALVE 1/2" CU UNION ELEC, H CONNECTION WH 1: TITAN MODEL N -120 SCR2 W/ 1/2" FITTINGS, 54 AMPS @ 220V, 11.8 KW CU HEATING ELEMENT, 99,5% ENERGY EFFICIENCY N ❑A #+ #77- 0627.16 WH 2; TITAN MODEL N -42 SCR2 W/ 112" FITTINGS, 19 AMPS @ 220V, 42 KW CU HEATING ELEMENT, 99,5% ENERGY EFF, N ❑A* #97- 0627.16 WATER HEATER DETAIL IT PIHIHG 1/2" ' N.T.S. w w IT Q p00M U) Cy v TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP MIN. SLOPE DISTANCE FROM TRAP (inches) Cinch per foot) (feet) 1 -1/4 1/4 5 1 -1/2 1/4 6 2 1/4 8 3 1/8 12 4 1/8 16 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. PLUMBING PLAN SCALE: 1 /4 "= -1' -0" F 3/4"1 3„ 6FU ;... O 10FU ........ ............................... KI1`CN�f�J ,._. /8„ 2FU 1/2„ „ 1:25 °TR 3FU Ill", .......... 1 1 2 2" ' j _4 LL cn 2FU 1.5 "TR H B - - 3/4„ / - 1 5 "AAV 3„ C 6FU I i ___, ---- i 1 �.__ _ _ __ _ , _ ... 2FU_..,. r.trirooM 71. 2" FoyY 3" 18FU C 3" 18FU HB MSOV TO PUBLIC SANITARY SEWER I TO WATER METER (JA'I a' r � Tr. eF, a a Uj (0 qr- ; .+ vf Z� 00 < *t O 0 Z © 00 O 6 a W ' 8 V L17 •i � > � cWn rr° W 2 U to �[ U O a 1 I, I Z O i ; 4• �'I r � ° t w a A��• 0 i U. ZV W W C� V W p = a CC W LL F-�O = rn�, M aO N CM p 1 (0 CV) U. M LL 04 O 0 Cn = oN CV c[ . Q Lo a O Z � C-) � � WW' O O CI! O CL U_ � Tr. eF, a a Uj (0 qr- ; .+ vf Z� 00 < *t O 0 Z © 00 O 6 a W ' 8 V L17 •i � > � cWn rr° W 2 U to �[ U O a 1 I, I s Ott la 55{ i ; 4• �'I r � ° t ef ��� da"� A��• e11E1' AFFEAI FRllt�t GoNSII M tlfl & AM OF 7W At IM 8W MAY NU N DImJMTM IAA Ot OWL*= rm = mm CONK f OF DR ARCH1GCG JOB No.: 12.05928.SFR REVISIONS: DATE: 3/5/2012 CHECKED BY: DRAWN BY: SRL ,,PLOT: 100% SHEET INDEX: PLUMBING PLAN NOTES SHEET No.: P -1 �l 9