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05-1333(2)-018T GENERAL PLUMBING NOTES 1. ALL WORK SHALL CONFORM WITH FLORIDA BUILDING CODE 2003 Z PRO VIDE MEANS' FURNISH AND INSTALL': EDITION (F.B.C.2001), FEDERAL ORDINANCES GOVERNING THE 1200 INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID 8. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS 2200 WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, 9. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER THE CONTRACTOR SHALL REPORT IN WRITING TO THE WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE ARCHITECT /ENGINEER. BEFORE SUBMITTING A BID. THE FOR APPROVAL. ARCHITECT /ENGINEER. WILL THEN ISSUE INSTRUCTIONS AS HOT WATER HOW TO PROCEED. 10. AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL 3 -9 GIVE THE OWNER AN AS -BUILT SET OF REPRODUCIBLE SEPIAS 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT SHO WING THE EXACT LOCATION OF ALL INSTALLATIONS. NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE 5-0 MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE 11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW BY PROPER AUTHORITIES. DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OFALL GATE VALVE TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED 12 THE PLUMBING CONTRACTOR SHALL WARRANT ALL AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE AT ALL POINTS. WHERE HEADROOM, OR SPACE CONDITIONS OF FINAL WORK ACCEPTANCE BY OWNER. ANY BREAKDOWN APPEAR INADEQUATE, ARCHITECT/ ENGINEER SHALL BE OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS TO THE OWNER. CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD 13. PROVIDE BATHROOM FIXTURES AS SPECIFIED OR AS SELECTED BY OWNER AND MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT TO COMPLY W1F.B.C.2002 ESPECIALLY CHAPTER 6. WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK. 14. PROVIDE SHUTOFF VALVE FOR EACH FIXTURE. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. 15. WHEREVER NOT SIMILAR METALS ARE TO BE JOINED, A DIELECTRIC CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND /OR FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS 4-6 SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, 16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL CONDENSATE DRAIN AND TRAP. SEE AIR CONDITIONING PLANS EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, FOR LOCATION OF UNITS AND DRAINS. INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME 17 ALL SANITARY FITTINGS SHALL BE DIRECTIONAL TYPE TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 3 % 18. MATERIALS 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE TYPE '2"COPPER BELOW GROUND AND TYPE %N" COPPER ABOVE GROUND. RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, S. COLD WATER PIPES INSIDE OFSLAB SHALL BE TYPE'K'SOFT COPPER IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE INSTALL INSIDE POLYETHYLENE CONDUIT. NO JOINTS PERMITTED INSIDE SLAB. APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE C. SANITARY WASTE AND VENT 4'0 AND SMALLER SHALL BE P.V.C., SCHEDULE 40 IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT S. STORM LINES INSIDE BUILDING SHALL BE P.V.C. SCHEDULE 40 THE SOLE EXPENSE OF CONTRACTOR. E. IN COASTAL AREAS ALL SANITARYAND STORM PIPING OUTSIDE OF BUILDING SHALL BE SCHEDULE 40, PVC. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS F. CONDENSATE DRAIN PIPESHALL BE SCHEDULE 40, PVC PIPE AND FITTINGS. ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER. TRADES OR OTHER G. WATER HEATER RELIEF AND DRAIN LINE SHALL BE TYPE '1" COPPER, MIN. 314" DIA. CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHALL REMOVEAND REPLACE, AT HIS EXPENSE ALL PLUMBING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF 19. ALL CEILING PENETRATIONS JOINTS & CRACKS SHALL BE CAULKED, GASKETED, INTERFERENCE WITH OTHER TRADES. WEATHER STRIPPED OR OTHERWISE SEALED TO AVOID ADDITIONAL CONDITIONED AIR TO GO INTO ATTIC SPACE AS PER F.B.C. 406.1 6. THIS CONTRACTOR SHALL OBTAIN AND PAYALL INSURANCE, FEES, PERMITS, ASSOCIATION DUES, ROYALTIES AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HESHALL ALSO FIRE RATED PENETRA110N NOTE PAID ALL THE INSPEC17ON FEES AS MAY REQUIRED 8Y LAW OR FOR FIRE RATED PENETRATION REFER TO ARCHITECTURAL PLANS. ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSEARISING FROM ANY VIOLATION OF LAWS, RULES OR ORDINANCES. FIELD COORDINATION NOTE EVERY CONTRACTOR SHALL COORDINATE IN FIELD W/ OTHER TRADES PRIOR START OF CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB, TRUSSES, ARCHITECTURAL DETAILING AS PRE -FAB FORMS, REVELING, CEILINGS, ARCH WITH THE LOCATION OF CEILING OR WALL GRILLES, DUCT WORKS, RETURN GRILLES, LIGHTING FIXTURES SWITCHES, RECEPTACLES OR ANY OTHER DEVICES. AND TO NOTIFY ARCHITECT/ ENGINEERS IF ANY CONFLICT OCCUR PRIOR ITS INSTALLATION, NO ADDITIONAL COST TO OWNER CAN BE APPLIED. MESH RE1NF. NON TRAFFIC LID - 4" THICK TRAFFIC LID TYPE - T' THICK MIN. PLAN 22 "0 OPENING FOR CI FRAME A COVER �\ #5ALt MI SECTION GAL mo / 213L - L 1200 1 1 13L s► - - - -- ► 1500 8 "- -- 2200 ® F.C.O. FLOOR CLEAN OUT C.D. CONDENSATE DRAIN - ---- - - - - -- - - HOT WATER W 3 -6 NON TRAFFIC LID - 4" THICK TRAFFIC LID TYPE - T' THICK MIN. PLAN 22 "0 OPENING FOR CI FRAME A COVER �\ #5ALt MI SECTION GAL 750 900 & 1050 1200 / 1350 1500 2000 2200 ® F.C.O. FLOOR CLEAN OUT C.D. CONDENSATE DRAIN - COLD WATER - - HOT WATER W 3 -6 3 -9 4-0 % i , 4-0 4-0 5-0 5-0 TYP. TYPICAL W. &, V. WASTE AND VENT IF-- UNION >d GATE VALVE j� L 7 -2 9 -0 100 i` 10-0 12-0 12-0 13-0 D 4 4-0 4-0 4 -6 4-6 4 -6 4-6 T. MIN. 3 3 3 % - 3_ 3 REINF. I 6X610/10 4X4414 ----- - - - - -- CONIC. - - -- - 4000 - - 4000 PSI 28 DAY SEPTIC TANK DETAIL N.T.S. SYMBOL DESCRIPTION O.F. OVERFLOW LINE I/7'O CW111w BUILDING SANITARY SEWER LINE .- ...- -.a .--- - - VENT LINE Z C.O. CLEAN OUT ® F.C.O. FLOOR CLEAN OUT C.D. CONDENSATE DRAIN - COLD WATER - - HOT WATER 3/4'0 HW HOT WATER RETURN VTR VENT THRU ROOF CONT. CONTINUATION A.F.F. ABOVE FINISHED FLOOR TYP. TYPICAL W. &, V. WASTE AND VENT IF-- UNION >d GATE VALVE _" H B HOSE 8188 K-1 I W.C.O. WALL CLEAN OUT BUILDING STORM DRAIN SD RVD PRESSURE - TEMPERATURE RELIEF VALVE F.0 FLOOR DRAIN AD AREA DRAIN WATER PIPING SIZE-2 U I/7'O CW111w n 1/70 CW 3" 112" 314 "0 CW - 1/74 HW ® 314'0 CW /HW <� IIZO HW n 314'0 CW n YO CW 6 3/4'0 HW 90 \1000 1'0CW- 3 14'0HW KITCHENSINK 1 -1/4'0 CW -YO HW (1-1) 111410 CW r FLOW. 12 314'0 HWR ON SITE SEWAGE TREATMENT AND DISPONSAL SYSTEM I CALCULATION: DATA: -TOTAL A1C SPACE 4772 SF ESTIMATED SEWAGE FLOW CALCULATION AS PER 64E -6.008 TABLE No I (RESIDENCIAL) 3300 SF OF AREA - - - - -- 400 GPD ITEM FOR EACH ADDITIONAL 750 SF - -- 800 GPD 3" 112" INCREASED 100 GPD TUB 2" I 1/2" AVERAGE FLOW - - 600 G.P.D TOTAL 2" 112" SEPTIC TANK: AS PER TABLE No 11 BIDET 1 -114" T - -- 1/2" 501 - 600 G.P.D. LAVATORY 1 -1/4" 112" 112" KITCHENSINK AVERAGE SEWAGE — - 1350 GAL. CAP SEPTIC TANK DISHWASHER- -- CLOTHES WASHER r FLOW. IS REQUIRED. - - i 112" AI DRAINFIELD: AS PER TABLE No 111 2" MIN. 112" - - ST 3" ESTIMATED SEWAGE ROW (G.P.D) _> 600 = 857SF OF DRAINFIELD AND 857 SF RATEABSORSION IN (G.P.D) 0.7 UNOBTRUCTED AREA ARE REQUIRED. NO "TE: ALL TUB AND SHOWER SHALL BE ANTI- SCALDING VALVE @ 110 °, (TYPICAL) FIXTURE CONNECTION SCHEDULE ITEM WASTE & ; WATER (AS PER TABLE 604.5) SOIL (AS PER TABLE 709.1) COLD HOT WATER CLOSET 3" 112" - - TUB 2" I 1/2" 1/2„ WHIRLPOOL 2" 112" 1/7, BIDET 1 -114" T - -- 1/2" 112" LAVATORY 1 -1/4" 112" 112" KITCHENSINK V 1/7' 1 112" 112" DISHWASHER- -- CLOTHES WASHER 1 "HOSE -( Z, i 1/2" i _ 1/2" — 1/2" HOSE 818 - - i 112" - - FLOOR DRAINS 2" MIN. 112" - - SHOWER 7' 1/2" 1/2" REFRIGERATOR _ _ 1/2" NOTE: PROVIDE ANTI SCALD VALVE @ EACH SHOWER AND TUB NOTE: ALL TRAPS SHALL BE CONSISTENT W1 FIXTURE OUTLET SIZE. NOTE. ALL FIXTURE SHALL COMPLY W/ F.B.C. TABLE 604.4. N CITE: ALL V.T.R. SHALL BE OFFSET A MIN. OF 4W' FROM FIRE SEPARATION WALL. N CITE: NO SPLICE ALLOWED UNDER SLAB. N CITE: ALL PIPES TO DISCHARGE MIN. 12" FROM STRUCTURE NOTE: ALL PLUMBING WATER DEVICE PROVIDE SHUT- -OFF VALVE. LEGEND: O.H - OVER HEAD U.S - UNDER SLAB U.G - UNDER GROUND A.A.V. - AIR ADMITTANCE VALVE R. W. - RUN IN WALL inn 1i' tl1� ) 0 -ft S.W, 02rd STREET 18' ASPNAULt PAVEMENT N (50' TOTAL R/lU) SITE PLUMBING PLAN fC `i YV s H Y:t+ ♦ 4 )"MIN w Y_ u • ELECTRICAL • MECHANICAL �U • PLUMBIN13 I� B CARLOS M. o ARRENECHEA j W F PRESIDENT 27413 S.W. 97 AvE. W¢ SUITE #108 zo MIAMI, FLA. 3316x. -Q j U OFFICE (305) 552 -13538 L = FAx (305) 917 -4517 W E -MAIL ' CM ©�QiCMOENG.COM URL i WWW.CMI3EN13.COM L.C. No. E60007150 P.E. Na. 00611ZZ5 ORLANDO RANGEL MECHANICAL ENGINEER PROJECT NUMBER: 05 0035 s` SCALE: 1113" = 1 a