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13-994-025�M K J _ H E - D C 3 A DEMOLITION NOTES 1. THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE JOINTLY AS A BASIS UPON WHICH THE CONTRACTOR SHALL SUBMIT A CONTRACT PRICE FOR DEMOLITION WORK OF THE PRESENT FLOOR PLUMBING SYSTEM AS INDICATED ON PUNS. 2. THE CONTRACTOR SHALL COORDINATE HIS WORK OR ADJUST SAME TO THAT OF OTHER TRADES, IN ORDER THAT CONFLICTS IN SPACE LOCATION DO NOT OCCUR. 3. THE WORK UNDER THIS CONTRACT SHALL BE PERFORMED SIMULTANEOUSLY WITH WORK OF OTHER TRADES, SO AS NOT TO DELAY THE OVERALL PROGRESS OF THE DEMOLITION PROGRAM. 4. THE CONTRACTOR SHALL VISIT THE PREMISES AND COMPARE WITH THE DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF THE CONDITIONS EXISTING AT THE BUILDING BEFORE DELIVERY OF HIS PROPOSAL. NO ADDITIONAL ALLOWANCE WILL BE MADE TO THE CON- TRACTOR DUE TO HIS NEGLECT OR FAILURE TO COMPLY WITH THE SPECIFIED REQUIREMENTS. 5. DEMOLITION OF EXISTING PLUMBING WORK SHALL BE PERFORMED AND COMPLETED UNDER THIS SECTION OF THE WORK. 6. DISCONNECT SOIL, WASTE, VENT HOT AND COLD WATER CONNECTIONS FROM EXISTING FIXTURES. 7. REMOVE ALL EXISTING PLUMBING EQUIPMENT, FIXTURES, PIPING NOT REQUIRED, INCLUDING DRAINAGE, WATER, GAS, RAIN WATER LEADERS, AND SATISFY CODE REQUIREMENTS FOR PROHIBITED DEAD ENDS. 8. CAP EXISTING HOT COLD WATER, WASTE, VENT AND SOIL PIPING AT POINT THAT DOES NOT INTERFERE WITH NEW CONSTRUCTION, I.E. BELOW FINISHED FLOOR, BEHIND FINISHED WALLS OR ABOVE HUNG CEILINGS. 9. THE WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, CUTTINGS, EXTENSIONS, CONNECTIONS, REPAIRING, ADAPTING AND OTHER WORK INCIDENTAL THERETO, TOGETHER WITH SUCH TEMPORARY CONNECTIONS AS MAY BE REQUIRED. 10. EXISTING FIXTURES, MATERIALS AND EQUIPMENT TO BE REMOVED SHALL BE SALVAGED OR DISPOSED OF AS DIRECTED BY THE OWNER. 11. ANY WORK NOT SHOWN ON THE DRAWINGS OR SPECIFICALLY MENTIONED IN THE SPECIFICATIONS BUT CONSIDERED NECESSARY FOR THE COMPLETION OF THE WORK IN PROPER MANNER SHALL BE PROVIDED BY THIS CONTRACTOR WITHOUT ADDITIONAL CHARGE. 12. CONTRACTOR SHALL DO HIS OWN CUTTING AND REMOVAL OF ALL HIS RELATED WORK IN ALL LOCATIONS WHERE REQUIRED, EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS AND /OR AS SPECIFIED. 13. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGH PATCHING AND REPAIRING. FINISH PATCHING SHALL BE PERFORMED BY GENERAL CONTRACTOR. MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES FIXT. SUPPLY OUTLET FLOW RATE SERVING MAXIMUM FLOW RATE (GPM) LAVATORY, PRIVATE 1.0 GPM AT 60 PSI 0.25 GAL /CYCLE LAVATORY, PUBLIC (METERING) LAVATORY, PUBLIC (NO METER) 0.5 GPM AT 60 PSI SINK FAUCET 1.0 GPM AT 60 PSI URINAL (EXISTII`J; ) WATERLESS OR .5 GAL /FLUSH WATER CLOSET 1.28 GAL /FLUSH DISHWASHER, COMMERCIAL ( EXISTINC) 1.2 GAL /RACK eirry urc � � untJCV �,�., REFER TO MFG SPECIFICATION TABLES PROVIDE BY KITCHEN CONSULTANT FOR ADDITIONAL INFORMATION NEEDED 8 3 1.7 8 LAUNDRY TRAY 4 8 LAVATORY 1.5 8 12 13 8 15 16 •... 7J ". °� W 1 2 WATER CLOSET, BLOW OUT 4 5 6 7 S g 10 1 1 WATER CLOSET, TANK, CLOSE COUPLED 3 14 WATER CLOSET, TANK, ONE PIECE 6 V V V V V V UCiVVV HALF GRATE FLOOR DRAIN © SS STEAM SUPPLY G GAS SR STEAM RETURN +00" HEIGHT ABOVE FINSHED FLOOR -00" DEPTH BELOW FINNISHED FLOOR S.U. STUB -UP ABOVE FLOOR F. C. BRING DOWN FROM CEILING TO + • V U V V V rff "ID t7 U �+ V V V ii Nrr V V U DEMOLITION NOTES 1. THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE JOINTLY AS A BASIS UPON WHICH THE CONTRACTOR SHALL SUBMIT A CONTRACT PRICE FOR DEMOLITION WORK OF THE PRESENT FLOOR PLUMBING SYSTEM AS INDICATED ON PUNS. 2. THE CONTRACTOR SHALL COORDINATE HIS WORK OR ADJUST SAME TO THAT OF OTHER TRADES, IN ORDER THAT CONFLICTS IN SPACE LOCATION DO NOT OCCUR. 3. THE WORK UNDER THIS CONTRACT SHALL BE PERFORMED SIMULTANEOUSLY WITH WORK OF OTHER TRADES, SO AS NOT TO DELAY THE OVERALL PROGRESS OF THE DEMOLITION PROGRAM. 4. THE CONTRACTOR SHALL VISIT THE PREMISES AND COMPARE WITH THE DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF THE CONDITIONS EXISTING AT THE BUILDING BEFORE DELIVERY OF HIS PROPOSAL. NO ADDITIONAL ALLOWANCE WILL BE MADE TO THE CON- TRACTOR DUE TO HIS NEGLECT OR FAILURE TO COMPLY WITH THE SPECIFIED REQUIREMENTS. 5. DEMOLITION OF EXISTING PLUMBING WORK SHALL BE PERFORMED AND COMPLETED UNDER THIS SECTION OF THE WORK. 6. DISCONNECT SOIL, WASTE, VENT HOT AND COLD WATER CONNECTIONS FROM EXISTING FIXTURES. 7. REMOVE ALL EXISTING PLUMBING EQUIPMENT, FIXTURES, PIPING NOT REQUIRED, INCLUDING DRAINAGE, WATER, GAS, RAIN WATER LEADERS, AND SATISFY CODE REQUIREMENTS FOR PROHIBITED DEAD ENDS. 8. CAP EXISTING HOT COLD WATER, WASTE, VENT AND SOIL PIPING AT POINT THAT DOES NOT INTERFERE WITH NEW CONSTRUCTION, I.E. BELOW FINISHED FLOOR, BEHIND FINISHED WALLS OR ABOVE HUNG CEILINGS. 9. THE WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, CUTTINGS, EXTENSIONS, CONNECTIONS, REPAIRING, ADAPTING AND OTHER WORK INCIDENTAL THERETO, TOGETHER WITH SUCH TEMPORARY CONNECTIONS AS MAY BE REQUIRED. 10. EXISTING FIXTURES, MATERIALS AND EQUIPMENT TO BE REMOVED SHALL BE SALVAGED OR DISPOSED OF AS DIRECTED BY THE OWNER. 11. ANY WORK NOT SHOWN ON THE DRAWINGS OR SPECIFICALLY MENTIONED IN THE SPECIFICATIONS BUT CONSIDERED NECESSARY FOR THE COMPLETION OF THE WORK IN PROPER MANNER SHALL BE PROVIDED BY THIS CONTRACTOR WITHOUT ADDITIONAL CHARGE. 12. CONTRACTOR SHALL DO HIS OWN CUTTING AND REMOVAL OF ALL HIS RELATED WORK IN ALL LOCATIONS WHERE REQUIRED, EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS AND /OR AS SPECIFIED. 13. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGH PATCHING AND REPAIRING. FINISH PATCHING SHALL BE PERFORMED BY GENERAL CONTRACTOR. MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES FIXT. SUPPLY OUTLET FLOW RATE SERVING MAXIMUM FLOW RATE (GPM) LAVATORY, PRIVATE 1.0 GPM AT 60 PSI 0.25 GAL /CYCLE LAVATORY, PUBLIC (METERING) LAVATORY, PUBLIC (NO METER) 0.5 GPM AT 60 PSI SINK FAUCET 1.0 GPM AT 60 PSI URINAL (EXISTII`J; ) WATERLESS OR .5 GAL /FLUSH WATER CLOSET 1.28 GAL /FLUSH DISHWASHER, COMMERCIAL ( EXISTINC) 1.2 GAL /RACK UNDER THE COUNTER MACHINES 1.0 GAL /RACK (HIGH TEMP) 1.7 GAL /RACK (LOW TEMP) REFER TO MFG SPECIFICATION TABLES PROVIDE BY KITCHEN CONSULTANT FOR ADDITIONAL INFORMATION NEEDED REQUIRED CAPACITIES AT FIXTURE SUPPLY PIPE OUTLETS MINIMUM PIPE SIZE (INCH) FLOW FLOW FIXTURE SUPPLY OUTLET RATE PRESSURE FLOW RATE SERVING (GPM) (PSI) BIDET 2 4 COMBINATION FIXTURES 4 8 DISHWASHER (HIGH TEMP) 1.0 8 DISHWASHER (LOW TEMP) 1.7 8 LAUNDRY TRAY 4 8 LAVATORY 1.5 8 SILLCOCK, HOSE BIBB 5 8 SINK, SERVICE 3 8 URINAL, VALVE 15 15 WATER CLOSET, BLOW OUT 35 25 WATER CLOSET, FLUSHOMETER TANK 1,28 15 WATER CLOSET, SIPHONIC 25 15 WATER CLOSET, TANK, CLOSE COUPLED 3 8 WATER CLOSET, TANK, ONE PIECE 6 20 NOTE: NOT ALL FIXURES ARE USED STANDARD FIXTURE WATER SUPPLY PIPES FIXTURE MINIMUM PIPE SIZE (INCH) COMBLNATION _SINK AND TRAY HOSE BIBBS - 2 -___ 1/2 KITCHEN SINK _ .. - - - - __ 1 /2 LAVATORY 3/8 3/4 _ SINKS FLUSHING RIM SINKS, SERVICE 1f2 URINAL FLUSH VALVE CD WALL HYDRANT 1 /2_ -_ _ 3/8 .._. 1 -- - -- WATER CLOSET, FLUSH TANK - - -. .. - - -.__ WATER CLOSET, FLUSH VALVE WATER CLOSET FLUSHOMETER TANK _ 3/8 REFER TO MFG SPECIFICATION TABLES PROVIDE BY KITCHEN CONSULTANT FOR ADDITIONAL INFORMATION NEEDED PLUMBING LEGEND SYMBOL DESCRIPTION NEW SANITARY PIPING - - - - - - SANITARY VENT PIPING - - HOT WATER PIPING (HW) - COLD WATER PIPING (CW) G GAS PIPING CD CONDENSATE DRAIN PIPING SID STORM DRAIN PIPING GATE OR BALL VALVE CHECK VALVE GAS SHUT -OFF VAVLE V "P" TRAP AAV 0 AIR ADMITTANCE VALVE CO 1 F-4 WALL CLEAN OUT FCO FLUSH FLOOR CLEAN OUT --� POINT OF CONNECTION ] CAP -O ELBOW TURNED DOWN ELBOW TURNED UP H HOT WATER C COLD WATER O W WASTE IW INDIRECT WASTE • FD FLOOR DRAIN FFD FUNNEL TYPE FLOOR DRAIN ® FS FLOOR SINK ® HGD HALF GRATE FLOOR DRAIN © SS STEAM SUPPLY G GAS SR STEAM RETURN +00" HEIGHT ABOVE FINSHED FLOOR -00" DEPTH BELOW FINNISHED FLOOR S.U. STUB -UP ABOVE FLOOR F. C. BRING DOWN FROM CEILING TO + HEIGHT 10 ITEM NUMBER, REFER TO EQUIPMENT SCHEDULE ON SHEET # 1 NOTE: ALL SYMBOLS INDICATED MAY NOT BE USED ON DRAWINGS 1 I 2 3 4 5 6 7 8 I 9 • • U i • +afU of z V U t'J v V UU V W GENERAL NOTES • v F " • fri v V THIS JOB INVOLVE RENOVATION WORK. P.C. SHALL MAKE A DEEP SITE JOB INVESTIGATION TO VERIFIED IN FIELD ACTUAL CONDITION VS PUNS SUBMITTED. SITE JOB VISIT IS MANDATORY TO BIL', "miS " PROJECT. WRITTEN REPORT SHALL BE SUBMIT TO THE ENGINEER NO LATER THAT 5 WORKIK011)AYS. ANY CHANGES /CORRECTION /MODIFICATION DUE TO UNFORESEEN CONDITION /LACK OF INFOi�;�d;ATION Gr- 060 L EQUIPMENT IN PLACE OR ANY OTHER SITUATION THAT IMPLIES ADDITIONAL COST TO THE PROJECT GSPG CONSULTING CORP, DO NOT ACCEPT RESPONSIBILITY. EC SHALL CONDUCT A FIELD INVESTIGATION (SEE ( "FIELD INVESTIGATION NOTE ") AND CONTACT THE ENGINEERS IMMEDIATELY PRIOR TO COMMENCE TO WORK, PC /GC HAVE 5 WORKING DAYS AFTER COMMENCE DEMOLITION WORK TO NOTIFY THE ENGINEER IF ANY DISCREPANCY IS FOUND IN SET OF DWGS, AFTER THAT GSPG CONSULTING WILL CONSIDER THE PUNS ACCURACY ACCEPTABLE AND ADDITIONAL FEES MAY APPLIES TO ANY CORRECTION REQUESTED. ELECTRICAL AND MECHANICAL PUNS SHALL BE ALSO REVISED BY P.C. AS PART OF SET OF PUNS. ALSO SET OF DWGS SUBMITTED AT 50, 75, 90% FOR PRICING PURPOSE SHALL NOT BE TAKEN AS FINAL. P.C. SHALL HAVE IN THE SITE JOB THE LAST REVISED AND APPROVED SET OF PUNS, WITH NO EXEPTION 1. CONTRACTOR IS TO BE STATE CERTIFIED AND INSURED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FBC 2011 AND ALL LOCAL APPLICABLE ORDINANCES AND LAWS. ALSO THE CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, AND PERMITS IN CONNECTION WITH THIS JOB. 2. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS DESIGNED, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT /ENGINEER. BEFORE SUBMITTING A BID THE ARCHITECT /ENGINEER. WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. . 3. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK 4. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND /OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND PLUMBING DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 5. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMAN LIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. 6. CONTRACTOR IS COORDINATE ALL HIS WORK AND INSTALLATION WITH OTHER TRADES IN JOB SITE. FAILURE TO COORDINATE WITH OTHER TRADES WILL RESULT IN THE CONTRACTOR REPLACING, RELOCATION OR REMOVING HIS WORK AT NO EXTRA COST TO THE OWNER(S). 7. CONTRACTOR IS COORDINATE ALL HIS WORK AND INSTALLATION WITH OTHER TRADES IN JOB SITE. FAILURE TO COORDINATE WITH OTHER TRADES WILL RESULT IN THE CONTRACTOR REPLACING, RELOCATION OR REMOVING HIS WORK AT NO EXTRA COST TO THE OWNER(S). S. PROVIDE ALL DEVICES AS SPECIFIED OR APPROVED EQUALS. 9. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL, 10. CONTRACTOR IS TO PROVIDE THE A/E AND THE OWNER AN AS -BUILT SET OF DRAWING SHOWING ACTUAL INSTALLATION OF PIPES ROUTES. 11. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORK FOR A PERIOD OF ONE YEAR. 12. POTABLE HOT AND COLD WATER SYSTEMS SHALL BE "LEAD FREE" WITH LEAD CONTENT NOT EXCEEDING 0.2 PERCENT FOR SOLDER AND FLUXES & 8 PERCENT FOR PIPE FITTINGS, FIXTURES AND TRIM. CONTRACTOR SHALL VERIFY MANUFACTURER'S COMPLIANCE. 13. ALL POTABLE HOT AND COLD WATER SYSTEMS SHALL BE FLUSHED CLEAR, STERILIZED WITH AN APPROVED SOLUTION AND THROUGHLY FLUSHED OF ALL RESIDUAL SOLUTION AFTER FINAL PRESSURE TESTS AND WITH ALL TRIM AND CONNECTIONS INSTALLED. 14. DRAINAGE SYSTEM DESIGN IS BASED ON 1/8" PER FOOT MINIMUM FALL FOR PIPES 3" OR LARGER AND 1/4" PER FOOT MINIMUM FALL FOR PIPES 2" OR SMALLER, ANY DEVIATIONS SHALL BE APPROVED BY ARCHITECT /ENGINEER. 15. ALL VENT THROUGH ROOF OPENINGS SHALL BE OFFSET TO A MINIMUM DISTANCE OF 3' -0" FROM PARRAPET WALL OR ROOF EDGE. SEE ARCH. DRAWINGS FOR ROOF FLASHING. LEAD FLASHING WILL NOT BE ACCEPTED. 16. ALL PIPING EXPOSED TO DAMAGE SHALL BE PROTECTED WITH IMPACT RESISTANT METAL GUARDS WHERE APPLICABLE. 17. PVC PIPES LOCATED WITHIN AIR PLENUM RATED AREAS SHALL BE PROTECTED WITH A FIRE BARRIER PLENUM WRAP. 18. PROVIDE WLL CLEANOUTS AT THE BASE OF EACH SANITARY, STORM AND CONDENSATE RISER AS PER F.B.0 SECTION 4608.2. (IF CLEANOUTS NOT SHOWN IN ALL CASES FOR DRAWING CLARITY. V'v V r .G �LU in Sin W O•J V V U LL V LU 3 Vrr . ar•r u� Z v =�� [c�iUr p� GSPG Consulting Crrj� 440 NW 132nd CT MIAMI, FLORIDA 33182 emmW gsplalseron(j all. net, Telephone: 7tf.514.330�1 Fax'305.591.8791 Certificate#: 30290 Florida Registration, 56754 SEAL II�� C, S A7FQ .kr s c �u 0 C 0 U 0 W In U) W VJ J cr_ Cf) W T_ O rr U (D 'o Architect: JORGE EDUARDO GONZALEZ,AIA AR 94751 / ID 5595 / LEFD Ale Revisions P120928 Pro iect 05/7/2013 Date: Author Drawn Checked PLUMBING - GENERAL AND SPECIFIC NOTES, LEGEND AND SCHEDULES P 0 0 0 SCALE: N.T.S. 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 z w of L W 0 z 0 J J J J z 0 z W O z 0 U F- U) z 0 U U L O W U z O L) Z aA otl o� LLI z0 z c° cf) U J O z 0 (D z W W CD �m a0 �W W L2 0 00 z� U o� Lr 0 U W af WLL �U) 0� C U LLI z �W Z W 0 U) 0 z0 J W_ w U Lz U) a D) U W �LL. W< <LL Lu 0 �Q �w az a 0= ©LU or z W W F-^ c`i) z z �W W U) Z ZQ w W W U z W 0 z w W W W m �o �z 0� IL I F_ =�Q 0 �U) �z W 0 Mz 0 z O OU Of CL � W- of W o0 aF 0� Ux W W g� n O p Z W J 4! t ma U, W O zt .0 O to �0 x0 U F- r � 'L U W Om U) CY! U) 9LNo a� W Tzo F- z� 2 W W W ~ J = W 0 z Q t �Cm WO �W C/) < Z cra J L C/) fr- W d za F- a PLUMBING SPECIFICATION 1. GENERAL: 9. VALVE IDENTIFICATION: MATERIAL SHALL BE NEW, UNUSED, BEST OF THEIR RESPECTIVE KINDS SERVICE AND HOSE BIBB VALVES SHALL BE IDENTIFIED. ALL OTHER VALVES AND FREE FROM DEFECTS IN WORKMANSHIP; IN CONFORMANCE WITH INSTALLED IN LOCATIONS THAT ARE NOT ADJACENT TO THE FIXTURE OR THE LATEST PUBLICATIONS IN FORCE AT TIME OF BIDDING. APPLIANCE SHALL BE IDENTIFIED, INDICATING THE FIXTURE OR APPLIANCE SERVED. 2. PIPE MATERIAL: 10. JOINTS BETWEEN DIFFERENT MATERIALS.: A. T N (ABOVE GROUND ASTM D 2949, ASTM F 891. PVC TYPE DWV AS PER ASTM D 2665, ASTM JOINTS BETWEEN DIFFERENT PIPING MATERIALS SHALL BE MADE WITH A , CAST IRON AS PER ASTM Z74, ASTM CISPI ,A MECHANICAL JOINT OF THE COMPRESSION OR MECHANICAL - SEALING TYPE, OR ABS PLASTIC PIPE AS PER ASTM D 2661, ASTM F 628, CSA B 181.1. AS PERMITTED IN §P605.22.1 AND §P605.22.2. CONNECTORS OR ADAPTERS SHALL HAVE AN ELASTOMERIC SEAL CONFORMING TO ASTM D 1869 OR ASTM F B. SANITARY SOIL AND VENT PIPING: (BELOW GROUND ) 477. JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PVC TYPE DWV AS PER ASTM D 2665, ASTM D 2949, ASTM D 3034. INSTRUCTIONS. CAST IRON AS PER ASTM A 74, ASTM A 888, CISPI 301. ABS PLASTIC PIPE AS PER ASTM D 2661, ASTM F 628, ASTM D 2751 11. ESCUTCHEONS: CHROME PLATED OR STAINLESS STEEL WITH SET SCREWS FOR HOLDING C. DOMESTIC WATER SUPPLY PIPING: SECURELY IN PLACE. USE ESCUTCHEONS ON PIPES PASSING THROUGH ABS PIPE AS PER ASTM D 1527;ASTM D 2282. BRASS PIPE AS PER ASTM B 43. WALLS, FLOORS AND CEILINGS OF FINISHED AREAS. COPPER OR COPPER -ALLOY PIPE AS PER ASTM B 42; ASTM B 302 COPPER OR COPPER -AI I OY TURING (TYPE K, WK, L, WL, M OR WM),ASTM B 75; 13. HOT WATER SUPPLY TO FIXTURES, THE HOT WATER SUPPLY TO ANY FIXTURE ASTM B 88;ASTM B 251; ASTM B 447 REQUIRING HOT WATER SHALL BE INSTALLED ON THE LEFT SIDE OF THE FIXTURE. AS PER ASTM D 2846; 14. HOSE CONNECTIONS. SILLCOCKS, HOSE BIBBS, WALL HYDRANTS AND OTHER ASTM F 441;ASTM F 442; CSA B137.6 OPENINGS WITH A HOSE CONNECTION SHALL BE PROTECTED BY AN POLYVINYL QHLORIDE PV PLASTIC IP AS PER ASTM D 1785; ASTM D 2241; ATMOSPHERIC -TYPE OR PRESSURE -TYPE VACUUM BREAKER OR A PERMANENTLY ASTM D 2672; CSA ATTACHED HOSE CONNECTION VACUUM BREAKER. POLYVINYL CHLORIDE (PVC) PIPE AS PER ASTM D 1785; ASTM D 2241; ASTM D 2672; CSA 15. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO D. WATER DISTRIBUTION PIPE SHARP OR ABRASIVE SURFACES UNDER LAVATORIES WHERE APPLICABLE. BRASS PIPE AS PER ASTM B 43 CHLORINATED POLYVINYL CHLORIDE PVC PLASTIC PIPE AND TUBING AS 16. PIPING SUPPORT AND ANCHORS: PER ASTMD 2846; ASTM F 441;ASTM F 442; CSA 8137.6 COPPER-OR COPPER-ALLOY-EIRE AS PER ASTMB 42; ASTM B 302 A. PROVIDE ADJUSTABLE HANGERS, INSERTS, BRACKETS, ROLLS, CLAMPS AND SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES COPPER OR COPPER-ALLOY TUBING TYPE K WK L WL M OR WM AS AND ADEQUATE SIZE TO PERMIT COVERING TO RUN CONTINUOUSLY THROUGH PER ASTM B 75; ASTMB 88; ASTM B 251; ASTMB 447 HANGERS. PIPING AT EQUIPMENT SUPPORTE INDEPENDENTLY SO THAT NO POLYBUTYLENE (PB) PLASTIC PIPE CSA AND TUBING AS PER ASTM WEIGHT WILL BE SUPPORTED BY EQUIPMENT. COORDINATE LOCATION OF D 3309; CAN3- 6137.8 HANGERS WITH LIGHT FIXTURES, AIR DUCTWORK AND WITH EXISTING PIPING. E. CONDENSA E PIPING: AS HEREIN BEFORE SPECIFIED FOR SANITARY SOIL, B. PROVIDE RISER CLAMPS AT EVERY FLOOR. WASTE AND VENT PIPING. ALL HORIZONTAL RUN SHALL BE INSULATED. C. PROVIDE HORIZONTAL PIPING HANGERS AS FOLLOWS: F. BUILDING STORM SEWER PIPE ACRYLONITRILE BUTADIENE STYRENE (ABS) PLASTIC PIPE ASTM D 2661; PIPE SIZE: ROD DIAMETER: MAXIMUM SPACING: " " , ASTM D 2751; ASTM F 628 1J � 3/ TO 1 1/2' 3/8„ 61 CAST -IRON PIPE ASTM A 74; ASTM A 888; CISPI 301 2 3/8 6 COPPER OR COPPER -ALLOY TUBING(TYPE K, L, M OR DWV) ASTM B 75; 1/2 ASTM B ASTM B 251; ASTM B 306 3" 4" 1/2" 6' POLYVINYL CHLORIDE (PVC)(TYPE DWV) ASTM D 2665; ASTM D 2797;ASTM D. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER D 3034; ASTM F 891; SA- 8182.2; INTERVALS AS SHOWN OR ACCORDING WITH CODE. 3. JOINTS AND METHODS OF CONNECTION SHALL COMPLY WITH FBC SECTION P605 E. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATIONS, SUBS OR MASONRY WALLS. CAULK OPENINGS BETWEEN PIPE AND SLEEVES. PACK ANNULAR SPACES WITH FIREPROOF, SELF - SUPPORTING INSULATION MATERIAL. 4. PIPE FITTINGS: SHALL BE APPROVED FOR INSTALLATION WITH THE PIPING MATERIAL INSTALLED 17. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. AND SHALL CONFORM TO THE RESPECTIVE PIPE STANDARDS OR ONE OF THE STANDARDS LISTED IN TABLE P605.6. ALL PIPE FITTINGS UTILIZED IN WATER 18. FIELD VERIFY WITH THE UTILITY COMPANIES THE EXACT POINT OF CONNECTION SUPPLY SYSTEMS SHALL ALSO CONFORM TO NSF 61. THE FITTINGS SHALL NOT FOR WATER AND SEWER SERVICES BEFORE COMMENCING WORK. COORDINATE HAVE LEDGES, SHOULDERS OR REDUCTIONS CAPABLE OF RETARDING OR WITH CIVIL DRAWINGS FOR FINAL CONNECTION POINTS. OBSTRUCTING FLOW IN THE PIPING. 19. PROVIDE ALL NECESSARY CORE DRILLING (IF APPLICABLE) REQUIRED FOR 5. PIPE INSULATION: PLUMBING WORK. A. ALL CONDENSATE LINES SHALL BE INSULATED WITH 3/4" FIRE RETARDANT 20. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND OBTAINING ARMAFLEX INSULATION WITH A MAXIMUM OF 25/50 FLAME SPREAD AND SMOKE ALL INSPECTIONS BY THE AUTHORITIES HAVING JURISDICTION. AS THE DEVELOPED RESPECTIVELY. WORK PROGRESSES, ALL SYSTEMS SHALL BE TESTED AND APPROVED AS B. ALL HOT WATER AND TEMPERED WATER LINES SHALL BE INSULATED WITH 1" REQUIRED BY CODE AND /OR LOCAL REGULATIONS. FIRE RETARDANT ARMAFLEX INSULATION WITH A MAXIMUM OF 25/50 FUME 21, CONTRACTOR SHALL FURNISH WRITTEN GUARANTEE THAT ALL PLUMBING WORK SPREAD AND SMOKE DEVELOPED RESPECTIVELY. SHALL BE FREE FROM DEFFECTS OF MATERIALS AND WORKMANSHIP OR A 6. WATER HAMMER: PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE, REPAIR AND REPLACE ALL WORK WHICH BECOMES THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM SHALL BE CONTROLLED DEFECTIVE DURING THE GUARANTEE PERIOD INCLUDING BUT NOT LIMITED TO: TO REDUCE THE POSSIBILITY OF WATER HAMMER. A WATER - HAMMER ARRESTOR A. NECESSARY DEMOLITION SHALL BE INSTALLED WHERE QUICK - CLOSING VALVES ARE UTILIZED. B. PATCHING C. RE- PATCHING AND RE- FINISHING. WATER- HAMMER ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. WATER- HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010. 7. ALL VALVES SHALL BE OF THE APPROVED TYPE AND COMPATIBLE WITH THE TYPE OF PIPING MATERIAL INSTALLED IN THE SYSTEM. 8. LOCATION OF FULL -OPEN VALVES. FULL -OPEN VALVES SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: a). ON THE BUILDING WATER SERVICE PIPE FROM THE PUBLIC WATER SUPPLY NEAR THE CURB. b). ON THE WATER DISTRIBUTION SUPPLY PIPE AT THE ENTRANCE INTO THE STRUCTURE. c). ON THE BASE OF EVERY WATER RISER PIPE. d). ON THE WATER SUPPLY PIPE TO EVERY WATER HEATER. e). SHUTOFF VALVES SHALL BE INSTALLED IN ON THE WATER SUPPLY PIPE 1 I 2 3 4 5 6 7 8 I 9 • • U i • +afU of z V U t'J v V UU V W GENERAL NOTES • v F " • fri v V THIS JOB INVOLVE RENOVATION WORK. P.C. SHALL MAKE A DEEP SITE JOB INVESTIGATION TO VERIFIED IN FIELD ACTUAL CONDITION VS PUNS SUBMITTED. SITE JOB VISIT IS MANDATORY TO BIL', "miS " PROJECT. WRITTEN REPORT SHALL BE SUBMIT TO THE ENGINEER NO LATER THAT 5 WORKIK011)AYS. ANY CHANGES /CORRECTION /MODIFICATION DUE TO UNFORESEEN CONDITION /LACK OF INFOi�;�d;ATION Gr- 060 L EQUIPMENT IN PLACE OR ANY OTHER SITUATION THAT IMPLIES ADDITIONAL COST TO THE PROJECT GSPG CONSULTING CORP, DO NOT ACCEPT RESPONSIBILITY. EC SHALL CONDUCT A FIELD INVESTIGATION (SEE ( "FIELD INVESTIGATION NOTE ") AND CONTACT THE ENGINEERS IMMEDIATELY PRIOR TO COMMENCE TO WORK, PC /GC HAVE 5 WORKING DAYS AFTER COMMENCE DEMOLITION WORK TO NOTIFY THE ENGINEER IF ANY DISCREPANCY IS FOUND IN SET OF DWGS, AFTER THAT GSPG CONSULTING WILL CONSIDER THE PUNS ACCURACY ACCEPTABLE AND ADDITIONAL FEES MAY APPLIES TO ANY CORRECTION REQUESTED. ELECTRICAL AND MECHANICAL PUNS SHALL BE ALSO REVISED BY P.C. AS PART OF SET OF PUNS. ALSO SET OF DWGS SUBMITTED AT 50, 75, 90% FOR PRICING PURPOSE SHALL NOT BE TAKEN AS FINAL. P.C. SHALL HAVE IN THE SITE JOB THE LAST REVISED AND APPROVED SET OF PUNS, WITH NO EXEPTION 1. CONTRACTOR IS TO BE STATE CERTIFIED AND INSURED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH FBC 2011 AND ALL LOCAL APPLICABLE ORDINANCES AND LAWS. ALSO THE CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, AND PERMITS IN CONNECTION WITH THIS JOB. 2. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS DESIGNED, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT /ENGINEER. BEFORE SUBMITTING A BID THE ARCHITECT /ENGINEER. WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. . 3. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK 4. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND /OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND PLUMBING DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 5. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMAN LIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. 6. CONTRACTOR IS COORDINATE ALL HIS WORK AND INSTALLATION WITH OTHER TRADES IN JOB SITE. FAILURE TO COORDINATE WITH OTHER TRADES WILL RESULT IN THE CONTRACTOR REPLACING, RELOCATION OR REMOVING HIS WORK AT NO EXTRA COST TO THE OWNER(S). 7. CONTRACTOR IS COORDINATE ALL HIS WORK AND INSTALLATION WITH OTHER TRADES IN JOB SITE. FAILURE TO COORDINATE WITH OTHER TRADES WILL RESULT IN THE CONTRACTOR REPLACING, RELOCATION OR REMOVING HIS WORK AT NO EXTRA COST TO THE OWNER(S). S. PROVIDE ALL DEVICES AS SPECIFIED OR APPROVED EQUALS. 9. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL, 10. CONTRACTOR IS TO PROVIDE THE A/E AND THE OWNER AN AS -BUILT SET OF DRAWING SHOWING ACTUAL INSTALLATION OF PIPES ROUTES. 11. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORK FOR A PERIOD OF ONE YEAR. 12. POTABLE HOT AND COLD WATER SYSTEMS SHALL BE "LEAD FREE" WITH LEAD CONTENT NOT EXCEEDING 0.2 PERCENT FOR SOLDER AND FLUXES & 8 PERCENT FOR PIPE FITTINGS, FIXTURES AND TRIM. CONTRACTOR SHALL VERIFY MANUFACTURER'S COMPLIANCE. 13. ALL POTABLE HOT AND COLD WATER SYSTEMS SHALL BE FLUSHED CLEAR, STERILIZED WITH AN APPROVED SOLUTION AND THROUGHLY FLUSHED OF ALL RESIDUAL SOLUTION AFTER FINAL PRESSURE TESTS AND WITH ALL TRIM AND CONNECTIONS INSTALLED. 14. DRAINAGE SYSTEM DESIGN IS BASED ON 1/8" PER FOOT MINIMUM FALL FOR PIPES 3" OR LARGER AND 1/4" PER FOOT MINIMUM FALL FOR PIPES 2" OR SMALLER, ANY DEVIATIONS SHALL BE APPROVED BY ARCHITECT /ENGINEER. 15. ALL VENT THROUGH ROOF OPENINGS SHALL BE OFFSET TO A MINIMUM DISTANCE OF 3' -0" FROM PARRAPET WALL OR ROOF EDGE. SEE ARCH. DRAWINGS FOR ROOF FLASHING. LEAD FLASHING WILL NOT BE ACCEPTED. 16. ALL PIPING EXPOSED TO DAMAGE SHALL BE PROTECTED WITH IMPACT RESISTANT METAL GUARDS WHERE APPLICABLE. 17. PVC PIPES LOCATED WITHIN AIR PLENUM RATED AREAS SHALL BE PROTECTED WITH A FIRE BARRIER PLENUM WRAP. 18. PROVIDE WLL CLEANOUTS AT THE BASE OF EACH SANITARY, STORM AND CONDENSATE RISER AS PER F.B.0 SECTION 4608.2. (IF CLEANOUTS NOT SHOWN IN ALL CASES FOR DRAWING CLARITY. V'v V r .G �LU in Sin W O•J V V U LL V LU 3 Vrr . ar•r u� Z v =�� [c�iUr p� GSPG Consulting Crrj� 440 NW 132nd CT MIAMI, FLORIDA 33182 emmW gsplalseron(j all. net, Telephone: 7tf.514.330�1 Fax'305.591.8791 Certificate#: 30290 Florida Registration, 56754 SEAL II�� C, S A7FQ .kr s c �u 0 C 0 U 0 W In U) W VJ J cr_ Cf) W T_ O rr U (D 'o Architect: JORGE EDUARDO GONZALEZ,AIA AR 94751 / ID 5595 / LEFD Ale Revisions P120928 Pro iect 05/7/2013 Date: Author Drawn Checked PLUMBING - GENERAL AND SPECIFIC NOTES, LEGEND AND SCHEDULES P 0 0 0 SCALE: N.T.S. 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 z w of L W 0 z 0 J J J J z 0 z W O z 0 U F- U) z 0 U U L O W U z O L) Z aA otl o� LLI z0 z c° cf) U J O z 0 (D z W W CD �m a0 �W W L2 0 00 z� U o� Lr 0 U W af WLL �U) 0� C U LLI z �W Z W 0 U) 0 z0 J W_ w U Lz U) a D) U W �LL. 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