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09-1112-040I ABBREVIAPONS & SYMBOLS AD ABV. BLW C. B. CEIL., CLG. E.W.C. E.W.H. FL. F. U. F. S. G.W.H. G R.W.L. TP (UG) V.T.R. VB PGL G P LD CD AREA DRAIN ABOVE BELOW CATCH, BASIN CEILING ELECTRIC WATER COOLER ELECTRIC WATER HEATER FLOOR FIXTURE UNIT FLOOR SINK GAS WATER HEATER GUTTER DRAIN RAIN WATER LEADER TRAP PRIMER UNDERGROUND VENT THRU ROOF VACUUM BREAKER PARKING GARAGE LINE PARKING GARAGE DRAIN PLANTER DRAIN CONDENSATE DRAIN ■ CA COMPRESSED AIR LINE CA EXISTING COMPRESSED AIR LINE - EXISTING COLD WATER LINE (CW) NEW COLD WATER LINE (CW) CD NEW CONDENSATE DRAIN LINE CD EXISTING CONDENSATE DRAIN LINE G - EXISTING GAS LINE G GAS LINE GW GREASE WASTE -- - -- - NEW HOT WATER LINE (HW) - EXISTING HOT WATER LINE (HW) EXISTING HOT WATER RECIRCULATING LINE (HWR) - - -►- -�^ -�- -�-- - INDIRECT SAFE WASTE (IW) PR PRESSURE & TEMPERATURE RELIEF LINE PD PAN DRAIN - EXISTING SANITARY LINE (SAN) NEW SANITARY WASTE LINE (SAN) EXISTING VENT LINE (V) SANITARY VENT LINE (V) SD -- - EXISTING STORM DRAIN LINE SD NEW STORM DRAIN LINE AR ACID RESISTANT PIPING WHA _t I vv VIV C+ H B FD RD --(� F C 0 --�� WCO OC 5 NOTE: WATER HAMMER ARRESTOR BALANCING VLV. W/ INDICATOR BALL VALVE CHECK VALVE GATE VALVE GAS COCK VALVE SOLENOID VALVE VALVE IN BOX GATE VALVE IN VERTICAL HOSE BIBB UNION FLOOR DRAIN W/ TRAP RESEAL ROOF DRAIN FLOOR CLEAN OUT WALL CLEAN OUT "P" TRAP VERIFY EXACT SIZE, LOCATION, INVERT & CAPACITY IN FIELD PRIOR TO COMMENCEMENT OF WORK. EXISTING SYSTEMS SHALL POSSES THE CAPACITY TO HANDLE ANY AND ALL CHANGES IN LOAD. NOTIFY ARCHITECT & ENGINEER OF ANY DISCREPANCIES. THIS IS A GENERAL. LEGEND FOR SYMBOLS APPLICABLE TO THIS JOB, REFER TO THIS LEGEND. 1. ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE LATEST EDITION OF THE "FLORIDA BUILDING CODE ", AND ALL APPLICABLE LOCAL ORDINANCES. 2. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH AND VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT /ENGINEER PRIOR TO SUBMITTING BID AND PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS TRADE WITH ALL OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ARCHITECT /ENGINEER. 4. REQUIRED INSURANCE SHALL BE PROVIDED BY THIS CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF WORK. 5. ALL PERMITS, FEES, INSPECTIONS AND TESTS SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR, 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS. 7. ALL MATERIALS SHALL BE NEW AND OF AN AMERICAN MANUFACTURER, FREE FROM DEFECTS, INDELIBLY MARKED WITH NAME OF MANUFACTURER, WEIGHT AND/ OR CLASS. 8. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. 9. ALL EXCAVATION, BACKFILL AND PATCHING THE SLAB SHALL BE PART OF THIS CONTRACT. 10. VERIFY LOCATION, SIZE AND ELEVATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES. 11. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF FIXTURES AND PIPING. HANGERS AND SUPPORTS A. PROVIDE ADJUSTABLE HANGERS, INSERTS, BRACKETS, ROLLS, TRAPEZE, CLAMPS AND SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES. B. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF PIPE LINES AND OF ADEQUATE SIZE TO PERMIT COVERING TO RUN CONTINUOUSLY THROUGH HANGERS. C. COORDINATE LOCATION OF HANGERS WITH OTHER TRADES. D. HANGERS SHALL BE PLACED WITHIN 18 INCHES OF HUB OR JOINT FOR HORIZONTAL CAST IRON PIPE. HUBLESS JOINTS MUST BE SUPPORTED AT EVERY OTHER JOINT EXCEPT THAT WHEN THE LENGTH BETWEEN SUPPORTS EXCEEDS FOUR FEET THEY SHALL BE PROVIDED AT EACH JOINT. E. HANGERS SHALL BE PLACED AT EACH CHANGE OF DIRECTION, WITHIN ONE FOOT OF VALVES AND OTHER APPURTENANCES INSTALLED IN HORIZONTAL PIPING AND NOT MORE THAN THREE FEET FROM END OF EACH BRANCH RUNOUT. F. HANGERS FOR INSULATED PIPE SHALL HAVE A DIAMETER LARGE ENOUGH TO INCLUDE INSULATION, AND A PROTECTION SHIELD SHALL BE INSTALLED WITH EACH HANGER. G. HANGERS SHALL BE ADJUSTABLE CLEVIS TYPE WITH CONTINUOUS THREADED RODS. H. HORIZONTAL STEEL PIPING: PIPE SIZE ROD DIAMETER MAXIMUM SPACING UP TO 1 -1/4 INCHES 3/8 INCH 8 FEET 1 -1/2 AND 2 INCHES 3/8 INCH 10 FEET 2 -1/2 AND 3 INCHES 1/2 INCH 12 FEET I. HORIZONTAL COPPER PIPING: PIPE SIZE ROD DIAMETER MAXIMUM SPACING UP TO 1 INCHES 3/8 INCH 6 FEET 1 -1/4 AND 1 -1/2 INCHES 3/8 INCH 6 FEET 2 -1/2 AND 3 INCHES 3/8 INCH 8 FEET 2 -1/2 INCHES 3/8 INCH 8 FEET J. HORIZONTAL CAST IRON PIPING: PIPE SIZE ROD DIAMETER MAXIMUM SPACING UP TO 3 INCHES 1/2 INCH 5 FEET 4 INCHES 5/8 INCH 5 FEET 6 INCHES AND LARGER. 3/4 INCH 5 FEET PIPE SLEEVES 1. INTERIOR SLEEVES SHALL BE 22 GAUGE SHEET METAL. PROVIDE FOR PIPE PASSING THROUGH WALLS OR FLOORS BEFORE POURING CONCRETE. PROSET SLEEVES ARE PERMITTED. 2. SLEEVES SHALL BE LARGE ENOUGH TO ALLOW FULL THICKNESS OF INSULATION THROUGH SLEEVES FOR INSULATED PIPING, AND FOR TWO LAYERS OF 30 LB. FELT WRAPPING AROUND UN- INSULATED PIPING. 3. AFTER PIPING IS INSTALLED THROUGH THE SLEEVES, COMPLETE WITH INSULATION OR WRAPPING, THE SLEEVES SHALL BE SEALED WATER -TIGHT WITH AN APPROVED MASTIC OR FIRE -RATED CAULKING COMPOUND. VALVES A. PROVIDE CONTROL VALVES WHERE NOTED ON PLANS, AND AS REQUIRED FOR COMPLETE REGULATION OR CONTROL OF ALL SYSTEM MAINS, BRANCHES TO GROUP OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. B. PROVIDE ACCESS PANELS AS REQUIRED TO VALVES, OR GROUP OF VALVES, WHERE CONCEALED AND FOR PROPER MAINTENANCE AND OPERATION OF SYSTEM. C. GATE VALVES: C.1. 2--1/2 INCHES AND SMALLER SHALL BE BRONZE BODY, SCREWED BONNET, NON - RISING STEM, SOLID WEDGE, CLASS 125, 200 PSI NON -SHOCK WATER; THREADED END WATTS WGV- SERIES, SOLDERED END WATTS WGVS- SERIES. C.2. 3 INCHES AND LARGER SHALL BE FLANGED ENDS, IRON BODY, BRONZE TRIM, NON- RISING STEM, WEDGE DISK; WATTS 405RW- SERIES. D. GLOBE VALVES: D.1. THREADED ENDS TO 3 INCHES SHALL BE BRONZE CONSTRUCTION, SCREWED BONNET, RISING STEM, CLASS 125, 200 PSI NON -SHOCK WATER; WATTS GLV- SERIES. D.2. SOLDERED ENDS TO 2 INCHES SHALL BE BRONZE CONSTRUCTION, SCREWED BONNET, RISING STEM, CLASS 125, 200 PSI NON -SHOCK WATER; WATTS GLVS- SERIES. E. BALL VALVES SHALL BE BRONZE BODY, DOUBLE SEAL FULL FLOW BALL VALVES WITH NEOPRENE SEAT SEALS, ACKING DESIGNED FOR WORKING PRESSURE UP TO 300 PSI, CHROME PLATED BRONZE BALLS WHICH SEAL IN BOTH DIRECTIONS; WATTS B -6000 SERIES. F. HOSE BIBBS F.1. INTERIOR: FLANGED ALL BRASS, 3/4 INCH HOSE VALVE WITH VACUUM BREAKER ENCLOSED IN AN 18 GAUGE, TYPE 304 STAINLESS STEEL RECESSED WALL BOX WITH LOCKABLE STAINLESS STEEL SATIN FINISH ACCESS DOOR; ACORN MODEL N0. 8151. ILr SCALE: N.T.S. GENERAL NOTES: F.2. EXTERIOR: ROUGH CHROMIUM PLATED FLANGED BRASS 3/4 INCH ANGLE HOSE VALVE WITH LOCKSHIELD, REMOVABLE KEY HANDLE, AND VACUUM BREAKER; CHICAGO NO. 387.. DRAINS AND CLEANOUTS A. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH SOIL AND WASTE STACK. B. PROVIDE CLEANOUTS IN HORIZONTAL RUNS NOT TO EXCEED 75 FEET APART. C. CLEANOUTS SHALL BE FULL PIPE SIZE UP THROUGH 4 INCHES, D. PROVIDE CLEANOUTS AND ACCESS PANELS AS FOLLOWS: D.1. FLOOR, INTERIOR ROOMS: CAST IRON, ADJUSTABLE, INSIDE CAULK OUTLET, BRASS INTERNAL PLUG, NIKALOY SCORIATED COVER PLATE SECURED BY COUNTERSUNK PLUG, JOSAM 56020 -15. D.2. EXTERIOR, HEAVY DUTY: CAST IRON, INSIDE CAULK OUTLET, BRASS INTERNAL PLUG, DUCTILE IRON SCORIATED HEAVY DUTY COVER, JOSAM 58490. D.3. STACK BASE: CAST IRON "T" BRANCH TEE WITH PLATED CAST IRON COUNTERSUNK PLUG, LEAD SEAL, SATIN STAINLESS STEEL ROUND ACCESS COVER PLATE SECURED WITH COUNTERSUNK SCREW, JOSAM 58790 -15, D.4. WALL ACCESS: CAST BRONZE TO BE POLISHED CHROME PLATED SQUARE FRAME AND COVER. SIZE TO BE 10" X 10" OPENING OR LARGER AS REQUIRED, JOSAM 58640. SANITARY, GREASE, WASTE, VENT AND STORM DRAINAGE PIPING A. ALL HORIZONTAL BRANCHES, SEWER AND DRAIN LINES SHALL BE SLOPED A MINIMUM OF 1/8 INCH PER FOOT UNLESS OTHERWISE INDICATED ON PLANS. B. EVERY FIXTURE CONNECTED TO THE DRAINAGE SYSTEM SHALL BE EQUIPPED WITH A WATER SEAL TRAP. C. VENT STACKS SHALL NOT PASS THROUGH ROOF AT VALLEYS, ROOF CRICKETS, IN FRONT OF WINDOWS OR WITHIN 6' -0" OF ROOF EDGE. D. MATERIALS SHALL BE AS FOLLOWS: D.1. DRAINAGE AND VENT PIPING (BELOW GRADE): SHALL BE HUB AND SPIGOT SERVICE WEIGHT CAST IRON WITH GASKETED PUSH -ON JOINTS. POLYVINYL CHLORIDE (PVC) PLASTIC PIPE ((TYPE DWV) ASTM D 2665, ASTM D 2949, CSA B181.2) IS ACCEPTABLE. D.2. DRAINAGE AND VENT PIPING (ABOVE GRADE): SHALL BE HUBLESS SERVICE WEIGHT CAST IRON WITH NEOPRENE GASKETS AND STAINLESS STEEL BAND JOINTS. POLYVINYL CHLORIDE (PVC) PLASTIC PIPE ((TYPE DWV) ASTM D 2665, ASTM D 2949, ASTM F 1488, CSA 8181.2) IS ACCEPTABLE. D.3. ALL PIPING IN RETURN PLENUMS SHALL BE CAST IRON. DOMESTIC COLD AND HOT WATER PIPING A. PROVIDE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED. B. ESCUTCHEONS SHALL BE CHROME PLATED BRASS WITH LOCKING SCREWS WHERE PIPES PASS THROUGH FINISHED WALLS. C. EACH HOSE BIBB SHALL BE FURNISHED WITH A VACUUM BREAKER AND SHUT -OFF VALVE. D. PROVIDE PIPING AS FOLLOWS: D.1. WATER PIPING (BELOW GRADE): SHALL BE COPPER TYPE "K" ASTM B -88 WITH WROUGHT COPPER FITTINGS AND 95 -5 SOLDERED JOINTS. PAINT WITH BITUMASTIC WHEN INSTALLED IN GRADE. D.2. WATER PIPING (ABOVE GRADE): SHALL BE COPPER TYPE "L" ASTM B -88 WITH WROUGHT COPPER FITTINGS AND 95 -5 SOLDERED JOINTS. CPVC (CHLORINATED POLYVINYL CHLORIDE) ASTM D 2846 PIPE AND TUBING WITH CPVC PLASTIC FITTINGS ASTM F 437 IS ACCEPTABLE. D.3. COPPER TYPE "M" AND CPVC IN CONCEALED SPACES ARE ACCEPTABLE. D.4. PRESSURE AND TEMPERATURE RELIEF LINES: SHALL BE TYPE "M" COPPER WITH WROUGHT COPPER FITTINGS AND 50 -50 SOLDERED JOINTS. E. ALL EXPOSED PIPING WITHIN TOILET ROOMS SHALL BE CHROME PLATED. INSULATION 1. INSULATION SHALL RUN CONTINUOUS THROUGH WALLS, FLOORS AND CEILINGS. 2. WHERE INSULATION PASSES THROUGH HANGERS IT SHALL BE PROVIDED WITH A PROTECTION SHIELD, 180 DEGREE ARC GALVANIZED SHEET METAL COVERING 12 INCHES LONG. 3. ALL A/C CONDENSATE DRAIN LINES ABOVE GRADE SHALL BE INSULATED WITH 1/2" ARMAFLEX PIPE INSULATION. SEAL ALL SEAMS WITH INSULATION MANUFACTURER'S SOLVENT. NO TAPES ARE ALLOWED. 4. GLASS CLOTH JACKET: FACTORY SIZED WHITE, STANDARD WEIGHT, WITH 1-1/2 INCH MINIMUM LONGITUDINAL PRESSURE SEALING LAP, AND SEAL STRIPS FOR BUTT JOINTS. 5. VAPOR BARRIER JACKET: FLAME RESISTANT GLASS FIBER ADHERED TO OUTSIDE OF A 1 -MIL ALUMINUM FOIL SHEET WITH LONGITUDINAL PRESSURE SEALING LAP AND SEAL STRIPS FOR BUTT JOINTS. END JOINT CEMENT PERM RATING NOT TO EXCEED .05. 6. DOMESTIC HOT WATER SUPPLY PIPING: 1/2 INCH THICK GLASS FIBER MOLDED INSULATION WITH PRE -SIZED FACTORY APPLIED FIRE RATED JACKET OF GLASS CLOTH WITH LONGITUDINAL LAP AND BUTT JOINT STRIPS WITH SELF - SEALING ADHESIVE. 7. CONDENSATE DRAINING, DRINKING FOUNTAIN AND ELECTRIC WATER COOLER DRAINS: ELASTOMERIC (FOAM PLASTIC) THERMAL INSULATION 1/2 INCH THICK WITH BUILT -IN VAPOR BARRIER RATED SELF - EXTINGUISHING. INSULATION SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY OF 0.26K FACTOR AT 70 DEGREES F. MEAN TEMPERATURE, DENSITY OF 5 -6 POUNDS PER CUBIC FOOT AND A WATER VAPOR TRANSMISSION OF 0.1 PERMS. TESTING 1. COMPLETE WATER PIPING SYSTEM SHALL BE PRESSURE TESTED BY CAPPING OR PLUGGING OPENINGS, FILLING SYSTEM WITH WATER AND APPLYING HYDROSTATIC PRESSURE OF 125 PSI FOR PERIOD OF NOT LESS THAN 2 HOURS. 2. SOIL, WASTE AND VENT PIPING SHALL BE TESTED BY CAPPING THE ENDS OF THE SYSTEM AND ALL LINES FILLED WITH WATER TO HIGHEST POINT AND ALLOW TO STAND UNTIL INSPECTION IS MADE AND WATER LEVEL REMAINS CONSTANT. STERILIZATION A. AFTER WATER PIPING HAS BEEN THOROUGHLY FLUSHED OUT, STERILIZE THE LINES BY INTRODUCING INTO THEM A SOLUTION OF CALCIUM HYPOCHLORITE OR CHLORIDE OF LIME. OPEN AND CLOSE ALL VALVES WHILE SYSTEM IS BEING CHLORINATED. AFTER THE STERILIZING AGENT HAS BEEN APPLIED FOR 24 HOURS, TEST FOR RESIDUAL CHLORINE AT THE ENDS OF THE LINES. IF LESS THAN 5 PARTS PER MILLION IS INDICATED, REPEAT THE PROCESS. WHEN THE TESTS SHOW AT LEAST 5 PARTS PER MILLION OF RESIDUAL CHLORINE, FLUSH OUT THE SYSTEM UNTIL ALL TRACES OF THE CHEMICAL USED ARE REMOVED. MAKE NECESSARY CONNECTIONS TO STERILIZE PIPING, FIXTURES A. STOPS SHALL BE PROVIDED AT ALL PLUMBING FIXTURES. B. PLUMBING FIXTURES SHALL COMPLY WITH WATER CONSERVATION FS.553.14 . C. PLUMBING CONTRACTOR SHALL CONNECT WATER AND WASTE TO EQUIPMENT FURNISHED UNDER THER DIVISIONS OF THIS SPECIFICATION AND AS REQUIRED FOR COMPLETE OPERATION. D. CONTRACTOR SHALL GUARANTEE ALL WORK FREE FROM DEFECTS OF WORKMANSHIP AND/ OR MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. GREASE INTERCEPTOR TANK A. TANK SHALL BE REINFORCED CONCRETE 3000 PSI IN ACCORDANCE WITH DIVISION 3 OR PRECAST CONCRETE WITH REQUIRED INLET AND OUTLET FITTINGS, BAFFLES, ACCESS MANHOLES, FRAMES, COVERS, AND CLEANOUTS. SIZE AS INDICATED ON PLANS. B. ACCESS MANHOLE, CAST IRON NON -SKID SURFACE, LIFT HOLE, FRAME AND COVER FOR HEAVY TRAFFIC, MODEL AND SIZE AS INDICATED ON PLANS, PROJECT N0: 0911 -093 4247 SW 71st AVENUE Miami, Florida 33155 Tel: (305) 661 -0800 Fax: (305) 661-0811 Email: uci @ucieng.com R.J. Miranda P.E. No. 35579 David A. Belsky P.E. No. 37234 EB0004041 Professional Electrical and Mechanical Engineers BLITSTEIN DESIGN ASSOCIATES Architecture Interior Design 285 Sevilla Avenue Coral Gables, Fl 33134 (305) 444 -4433 project name Existing Building Renovation for Continental Fidelity Corporation 5734 Sunset Drive South Miami, Florida project number date 12/07109 re Vision drawn by AR, F.G, J.L, G.R sheet title PLUMBING GENERAL NOTES SCALE: 1/4" = V -0" sheet number