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05-562(2)-008r r, ►U r I- . 5 3 4 GENERAL PLUMBING NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL ORDINANCES. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AFTER COMPLETION OF WORK. 3. PLUMBING CONTRACTOR SHALL FURNISH WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE OF DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. 4. DURING THE BIDDING PROSESS CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. LOCATION OF EXISTING POINTS OF CONNECTIONS SHALL BE FIELD VERIFIED BEFORE SUBMITTING BID. REQUEST ANY REQUIRED CLARIFICATION AND NOTIFY ARCHITECT AND /OR ENGINEER OF DISCREPANCIES BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS BEFORE COMMENCING WORK. 5. WHERE INDICATED OR REQUIRED, EXISTING SYSTEM COMPONENTS SHALL BE CAREFULLY REMOVED OR RELOCATED. EACH RESULTING OPENING IN THE BUILDING CONSTRUCTION SHALL BE PROPERLY PATCHED AND FINISHED WITH THE SAME MATERIALS AS THOSE ADJACENT TO THE OPENING. 6. COORDINATE NEW PLUMBING WORK WITH LIGHTING, ELECTRICAL, DUCTWORK, STRUCTURAL FRAMING AND CEILING SYSTEMS. 7. CONTRACTOR SHALL COORDINATE LOCATION AND SIZE OF ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS AND ROOFS WITH OTHER TRADES AND REPORT ANY DISCREPANCIES TO ARCHITECT /ENGINEER. NO STRUCTURAL MEMBER SHALL BE CUT OR MODIFIED WITHOUT WRITTEN AUTHORIZATION. S. DRAWING ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR EXACT LOCATION OF FIXTURES AND PIPING. 9. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL PERMITS, TAXES, INSPECTIONS AND TEST FEES. 10. ALL MATERIALS TO BE PROVIDED UNDER THIS CONTRACT SHALL MEET ALL THE REQUIREMENTS OF THE F.P.C. AND ALL OTHER LOCAL STANDARDS AND REGULATIONS. MATERIALS SHALL BE NEW, FREE OF DEFECTS AND OF AN AMERICAN MANUFACTURER, INDELIBLY MARKED WITH MANUFACTURER NAME, WEIGHT AND /OR CLASS. MANUFACTURER NAMES SHALL BE INTERPRETED AS ESTABLISHMENT OF REQUIRED TYPE, CLASS AND QUALITY. MATERIAL SHALL BE PROVIDED AS FOLLOWS: A. ALL WASTE, VENT, AND STORM PIPING BELOW GRADE SHALL BE ONE OF THE FOLLOWING TYPES (AS PER TABLE- 702.2, F.P.C.) : A.1 SERVICE WEIGHT CAST IRON, SOIL PIPE. PIPING AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A -888 OR ASTM A -74, LATEST ISSUE. A.2 BELL AND SPIGOT SERVICE WEIGHT CAST IRON, WITH LEAD AND OAKUM, OR GASKETED JOINTS. PIPING AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A--888 OR ASTM A -74, LATEST ISSUE. A.3 SCHEDULE 40 ABS OR (DWV) PCV PIPING. FOR BUILDINGS EXCEEDING 3- STORIES IN HEIGHT, UNDERGROUND DRAINAGE PIPING SHALL BE SERVICE WEIGHT CAST IRON AS PER SECTION A.1. FOAM CORE PIPING SHALL NOT BE USED. B. ALL WASTE, VENT, AND STORM PIPING ABOVE GRADE SHALL BE ONE OF THE FOLLOWING TYPES (AS PER TABLE - 702.1, F.P.C.) : B.1 SERVICE WEIGHT CAST IRON SOIL PIPE. PIPING AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A -888 OR ASTM A -74. B.2 BELL AND SPIGOT, 'NO HUB' SERVICE WEIGHT CAST IRON, OR WROUGHT IRON, WITH SEALING SLEEVES AND STAINLESS STEEL COUPLING JOINTS, CLAMPS AND BOLTS. PIPING AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A -888 OR ASTM A--74, LATEST ISSUE. 6.3 SCHEDULE 40 ABS OR (DWV) PCV PIPING. NO COMBUSTIBLE PIPING SHALL BE LOCATED IN RETURN AIR PLENUM. FOAM CORE PIPING SHALL NOT BE USED. C. SANITARY PIPE FITTINGS: CA JOINTS FOR HUBLESS PIPE AND FITTING SHALL CONFORM EITH THE F.P.C. AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LOCAL CODE REQUIREMENTS. HUBLESS COUPLINGS SHALL CONFORM TO CISPI 301. JOINTS FOR HUB AND SPIGOT PIPE SHALL BE INSTALLED WITH COMPRESSION GASKETS CONFORMING TO THE REQUIREMENTS OF ASTM STANDARD C -564 OR SHALL BE INSTALLED WITH LEAD AND OAKUM. D. DOMESTIC WATER PIPING AND FITTINGS SHALL CONFORM WITH TABLES 605.4 THRU 605.8. OF THE F.P.C. AND SHALL BE ONE OF THE FOLLOWING TYPES: DA COPPER TYPE 'L' ABOVE GROUND AND COPPER TYPE 'K' BELOW GROUND CONFORMING WITH ASME 8 -88, AND ASTM B -16, LEAD - FREE SOLDER. DOMESTIC WATER PIPING SHALL NO BE INSTALLED BELOW SLAB, UNLESS INDICATED OTHERWISE ON THESE DRAWINGS D.2 PROVIDE WATER HAMMER ARRESTOR 18" HIGH, NEXT LARGE SIZE THAN PIPE SERVING FIXTURE. D.3 INSULATE ALL HOT WATER PIPING WITH 1" RIGID FIBERGLASS OR 1/2" THICK FLEXIBLE FOAM INSULATION (ARMAFLEX). FLEXIBLE FOAM INSULATION SHALL NOT BE SPLIT, AND SHALL BE TAPED AT BUTT JOINTS. E. WALL CLEANOUTS. E.1 JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL. E.2 PROVIDE CHROME PLATED BRASS ESCUTCHEONS WITH LOCKING SCREWS WHERE PIPE PASS THROUGH FINISHED WALLS. E.3 A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE STACK. F. VALVES. F.1 QUATER TURN BALL VALVES, RATED FOR 125 PSI. MANUFACTURED BY NIBCO, SCOTT, STOCKHAM OR EQUAL. F.2 PROVIDE STOPS AT ALL PLUMBING FIXTURES. EXPOSED STOPS SHALL BE CHROME PLATED. G. PLUMBING FIXTURES. G.1 SEE PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS. G.2 PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION REGULATION FS.553.14. 0.3 EXPOSED HOT WATER PIPING SERVING PLUMBING FIXTURES SHALL BE PROPERLY INSULATED. 11. PERFORM THE FOLLOWING TEST: A. NEW DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 100 PSIG FOR A PERIOD OF NO LESS THAN ONE HOUR. B. WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO A 10 FOOT HEAD AND ALLOWED TO STAND UNTIL THE WATER LEVEL REMAINS CONSTANT. C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTING. D. STERILIZE ALL NEW DOMESTIC WATER PIPING WITH A MIXTURE OF TWO POUNDS OF CHLORINATED LIME TO EACH 1000 GALLONS OF WATER (50PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPE FOR A PERIOD OF 24 HOURS. FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING SYSTEM IN SERVICE. 12. WASTE PIPING 2 1/2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM. PIPES LARGER THAN 2 1/2" SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM FALL. 13. INSULATE ALL AIR CONDITIONING AND REFRIGERATION CONDENSATE DRAIN WITH 3/4" INCOAFLEX PIPE INSULATION OR EQUAL. FINISHED, WHERE EXPOSED, WITH 2 COATS OF WHITE LATEX PAINT AS PER MANUFACTURER'S INSTRUCTION. 14. PIPING PENETRATION AT ROOFS, CEILINGS, FLOORS AND WALLS SHALL BE SEALED AIR AND WATER TIGHT. WHERE PENETRATING FIRE RATED CONSTRUCTION, FIRE SAFE TO PROVIDE PROTECTION MATCHING REQUIRED FIRE RESISTANCE RATING. 15. ALL HORIZONTAL VENT PIPING SHALL SLOPE TO DRAW TO STACKS. NO POCKETS OR LOW POINTS SHALL BE CREATED IN THE VENT LINES WHICH MAY PREVENT VENTING IF FILLED WITH CONDENSATION. 16. CEILING ACCESS PANELS SHALL BE PROVIDED FOR VALVES INSTALLED ABOVE OTHERWISE NON- ACCESSIBLE CEILINGS. 17. NO EQUIPMENT OR MATERIALS SHALL BE PURCHASED OR INSTALLED PRIOR TO FINAL APPROVAL OF SHOP DRAWINGS. 18. THE CONTRACTOR SHALL PROVIDE A SET OF PRINTS CLEARLY MARKED TO SHOW AS- -BUILT CONDITIONS AT THE COMPLETION OF CONSTRUCTION. 19. FURNISH AND INSTALL DIELECTRIC COUPLINGS AT ALL CONNECTIONS BETWEEN DISSIMILAR METALS. 20. THE EXISTING PLUMBING LINES INDICATED OR NOTED ON THESE DRAWINGS, ARE SHOWN AS OBTAINED FROM EXISTING INFORMATION OR SITE OBSERVATIONS, AND ARE ONLY APPROXIMATE IN LOCATION. THE CONTRACTOR SHALL VERIFY THESE LOCATIONS, CONNECTION POINTS AND SIZES BEFORE PROCEEDING WITH WORK. 21. PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF OWNER EQUIPMENT, FURNITURE AND CARPETING WITHIN THIS BUILDING. COVER AND WRAP EQUIPMENT, FURNITURE AND CARPETING AS NECESSARY. DUST AND DEBRIS SHALL BE STRICTLY CONTROLLED. CLOSE COORDINATION WITH OWNER WILL BE REQUIRED. 22. WHERE REQUIRED, EXISTING CEILINGS SHALL BE REMOVED TO MODIFY THE EXISTING PLUMBING SYSTEMS. THESE CEILINGS SHALL BE REPLACED TO MATCH ADJACENT SURFACES. 23. ALL DISCONNECTED PLUMBING LINES SHALL BE EITHER RECONNECTED OR CAPPED. NO LINES SHALL REMAIN OPEN TO THE ATMOSPHERE. SEPTIC TANK CALCULATION 1 RESIDENCE TOTAL LIVING AREA = 700 SF TOTAL NUMBER OF BEDROOMS = 1 2 TOTAL SEWAGE FLOW (PER ITEM No.1) = 100 4 MINIMUM DRAINFIELD AREA = 286 SF LID DETAIL REINFORCEMENT �^ 3" MIN- TOP VIEW i I i 18„ 12„ I I : I I I 4' -0' MIN 8 I I I - --------- .- ........... --.- -J 3/ 4 CL. MIN. 3# 3@5 C.C. ',;'° ,:� ✓'` ",, " "' I 3# 12 "c�C.C. W REINFORCE 6x6 10/10 J CONCRETE 3000PSI, 28 DAY CROSS SECTION NOTE: INFLUENT INVERT SHALL BE 1" MIN. / 3" MAX ABOVE EFFLUENT INVERT ELEVATION. 900 GAL. 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Engineers /Consultants # ED 0005813 7326 S.W. 48th Street Miami, Florida 33155 (305) 661 -7700 N Z w f- 0 w z a+ c h- i J D w z 0 Q y 0 z o 0 'p W 0 I CD 0 I (p 0 Ln L" co LO M co LO co LL M .-.. 0 cj M W L■ w V 0 IL w Q In V5 PE Uj 0 = LU 0 -7 f 0 CO Q CV CM Z ti L O t? -31 r w z 3 0 u9 4 P -1 z Job No. 02 -073 1 x j 1