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10-1131-046J LL Q 2 H O U) C•, 2 (n Q D H H PL UMBING NO TES 1. DO NOT SCALE THE DRAWINGS CONSULT THE ARCHITECT'S AND STRUCTURAL DRAWINGS FOR DIMENSIONS 2. CONSULT THE ARCHITECT'S DRAWINGS FOR ALL GRADE AND FINISH FLOOR ELEVATIONS. 3, ALL GRAVITY LINES SIZED TO SLOPE 118" PER FOOT(1 14" FOR 2" AND UNDER), UNLESS OTHERWISE NOTED. 4. ALL WORK SHALL COMPLY, WHETHER SO INDICATED ON THESE PLANS OR NOT, WITH FBC PLUMBING , AS LOCALLY AMENDED. 5. POTABLE HOT AND COLD WATER PIPING SHALL BE COPPER OR CP✓C . 6, SANITARY WASTE, VENT, STORM DRAIN PIPING SHALL SEE SPECS. PVC WITH SOLVENT WELDED JOINTS, WHERE PERMITTED BY CODE AND LANLORD, TENANT NO PVC ALLOWED IN RETURN AIR CEILING., FOLLOW BUILDING STANDARDS. 7. CONFIRM SIZE, LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO INSTALLING ANY PIPE. 8. COORDINATE WITH ALL TRADES TO PREVENT ANY CONFLICTS. 9. ALL FLOOR DRAINS SHALL HAVE RESEAL FITTINGS. PLUMBING LEGEND SYMBOL DESCRIPTION PLUMBING SPEUIFIUA LIONS 3.01 GENERAL. A. SEE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS. B. THE CONTRACTOR BEFORE COMMENCING ANY WORK, HALL VERIFY ALL GOVERNING DIMENSIONS AT THE SITE AND EXAMINE ADJOINING WOK ON WHICH ITS WORK WILL BE DEPENDENT REPORT ANY CONFLICTS OR DISCREPANCIES TO. THE ARCHITECT, C. COORDINATE SHUTDOWN OF EXISTING SYSTEMS WITH THE OWNER AT LEAST 48 HOURS IN ADVANCE. SHUTDOWN TIME WILL BE KEPT TO A MINIMUM AND PERFORMED WHEN CONVENIENT TO THE OWNED;'. D. FURNISH THE OWNER'S REPRESENTATIVE WTTH A WRITTEN GUARANTEE STATING THAT ALL MATERIALS AND INSTALLATION ARE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ARE FULLY GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK, AND THAT ALL WORK WHICH PROVES DEFECTIVE DURING THAT TIME SHALL BE REPLACED AT NO COST TO THE OWNER. E. WITHIN THIRTY (30) DAYS OF CONTRACT AWARD, THE CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE ARCHITECT ALL DEVICES TO BE USED IN THE WORK. SUBMITTALS SHALL INCLUDE PIPE FITTINGS, HANGERS AND SUPPORTS, INSULATION, FIXTURES AND RELATED EQUIPMENT 3.02 PRODUCT A, PIPE AND F177-INGS 1. DOMESTIC COLD AND HOT WATER PIPING SHALL BE TYPE -L HARD DRAWN COPPER TUBING FOR ASTM B -88 AND FEDERAL SPECIFICATION WWT -799. FITTINGS SHALL BE SOLDER JOINT COPPER FITTINGS PER ANSI B76.18 OR B16.22. JOINTS SHALL BE MADE WITH LEAD FREE SOLDER. 9515 SOLDER SILVER SOLDER OR PER PLUMBING NOTE 1'5. 2. WASTE PIPING SHALL BE TYPE DWV COPPER PER ASIT 6306 AND ANSI H23.6 OR NO -HUB CAST IRON PER CISPI 3O1 AND 310. FITTINGS SHALL BE TYPE DWV SOLDER JOINT PER ANSI B129 OR B16.23 OR NO -HUB CAST IRON FITTINGS PER CISPI 301 ABD 310. 3 B. VALVES 1, GATE VALVES SHALL BE MILWAUKEE FIGURE 1149, 125 PSI, SWEAT CONNECTION" 2. BALL VALVE 125 LB.. AS MANUFACTURED BY JOMAR, MILWALKEE, OR WATTS. C. PIPE INSULATION SHALL BE 1 -1/2 ° LB DENSITY FIBERGLASS R ASTM C335 WITH ALL SERVICE JACKET INSULATION SHALL COMPLY WITH NFPA 255 AND ASTM E84 WITH A MAXIMUM FLAME SPREAD OF 25 AND MAXIMUM SMOKE DEVELOPED OF 50. PROVIDED PRE - MOLDED FITTINGS COVERS EQUAL TO STARR DAVIS. INSULATION MANUFACTURER SHALL BE MANVILLE, CERTIFIED OR OWENS- CORINING D. FLOOR DRAINS, CLEAN OUTS, TRAP PRIMERS, HOSE BIBBS AND BACK FLOW PREVENTERS.- SEE SCHEDULE THIS DRAWING. E. AIR ADMITTANCE VALVE.- MAGIC VENT MICRO MODEL NO. 97400 3,03 EXECUTION A. PROVIDE ALL WORK, EQUIPMENT AND MATERIALS INDICATED B. ALL PIPE SHALL BE INSTALLED ABOVE CEILINGS, INSIDE WALLS OR IN CONCEALED SPACES, C. DISINFECTING OF POTABLE WATER SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL AUTHORITY HAVING JURISDICTION. D. TEST WASTE AND WATER UNDER ACTUAL OPERATING CONDITIONS. REPAIR LEADS AND RETURN TO SERVICE. TEST WASTE PIPING AT 15 FEET OF HFAD FOR 24 HOURS. TEST WATER Pl "1G AT 125 PSI FOR 2 HOURS. MAKE REPAIRS WITH NEW MATERIALS. REPLACE LEAK /NC MATERIALS, DO NOT REPAIR BY PATCHING. E. PROVIDE DOMESTIC WATER BACK FLOW PREVENTERS AT ALL BEVERAGE DISPENSER, ICE MAKERS OR DEVICES REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. BACK FLOW PREVENTERS SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. G. PROVIDE DIELECTRIC COUPLINGS AT ALL FERROUS TO NONFERROUS PIPE CONNECTIONS AND FL4AIC'r UNION ISOLATING JOINTS TO PREVENT ANY ELECTRONIC ACTION BETWEEN DISSIMILAR METALS. - COLD WATER PIPING EQUIPMENT ..__ ABBREVIA,1 NS LOCATION A. F, F. ABOVE FINISHED FLOOR LOCATE FLOOR DRAINS WHERE SHOWN ON DIMENSIONED ARCHITEC- B.T.U. ' ' BRITISH THERMAL UNITS TURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR DRAIN, C.B. CATCH BAS/N.. MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE C.O. CLEAN OUT ' TRAFFIC. CONC, CONCRETE ' r CONN. CONNECT OR CONNECTION; r <, C. V­ :CHECK VALVE.. , .. TG SET DRAIN BODY IN PLACE AND POUR AROUND IT RECESS TOP OF C. W. COLD 'WA'TER FLOOR DRAIN 1/2"' BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. DN.. DOWN , WALL _ _.... - -- FLOW TO ._.- - ". COLD WATER SUPPLY _ FIXTURE ELEV, - ELEVATION KARP EXIST, EXISTING ACCESS F.C.O. FLOOR CLEAN OUT I BACK FLOW PREVENTS F.D. FLOOR DRAIN SD F.H. FIRE HYDRANT F.S. FLOOR SINK FS. FLOW SWITCH G. GAS (L P.: t� pR NATURAL { C ��4' 9 �� �- eP1Y T° L G. W° H. TANK LESS `iGAS - WATEf . HEATER BREAKER G. V. GATE VALVE . - -.. -- PROVIDE WYE SPUTTER WALL H.B. 'HOSE BIBB WITH DISTRIBUTOR FOR FLOOR SINK OR DRAIN SEE H. W. ;HOT "WATER MULTIPLE TRAP PRIMER / PLUMBING FIXTURE H. W R, HOT WATER RETURN PIPING APPLICATION. FOLLOW i SCHEDULE FOR SPEC. H. W. S. HOT WATER SUPPLY PIPING- s H. W C, HANDICAP WATER CLOSET H. W R HOT WATER RETURN INV IIVI%ER,, NG COLLAR AND ING CO LAC AND SEEPAGE LAV, LAVATORY pp t HOSE BIBB WIVACUUM BREAKER L, P. LIgU/F q, PROPANE M.B.H, 'MILLION "'°BT0"PER "1WR & SHUT-OFF VALVE M.H. MAN HOLE CLEAN OUT MTD. MOUNTED UNION 0.S & Y. OUTSIDE SCREW AND YOKE ";VALVE P &T ` ; ; PRESSURE, AND TEMPERATURE P.I V POST, !NDICA "TING VALVE (SEE FLOOR PLANS). - - - - -- �'�- -- PRESSURE & TEMPERATURE RELIEF VALVE P.R V PRESSURE, REDUCING VALVE ' R. D. ROOF' DRAIN PIPING DOWN R. W, RAIN, WATER LEADER S.D. STORM DRAIN PIPING UP ` S. S. SANITARY SEWER SK SINK TS - TAMPER SWITCH UR. 'URINAL , ° V. VENT ° VB, VACUUM . BREAKER: V.B. VALVE BOX VTR. VENT . THRU ROOF ' WATER CLOSET W. M. WATER METER PLUMBING LEGEND SYMBOL DESCRIPTION PLUMBING SPEUIFIUA LIONS 3.01 GENERAL. A. SEE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS. B. THE CONTRACTOR BEFORE COMMENCING ANY WORK, HALL VERIFY ALL GOVERNING DIMENSIONS AT THE SITE AND EXAMINE ADJOINING WOK ON WHICH ITS WORK WILL BE DEPENDENT REPORT ANY CONFLICTS OR DISCREPANCIES TO. THE ARCHITECT, C. COORDINATE SHUTDOWN OF EXISTING SYSTEMS WITH THE OWNER AT LEAST 48 HOURS IN ADVANCE. SHUTDOWN TIME WILL BE KEPT TO A MINIMUM AND PERFORMED WHEN CONVENIENT TO THE OWNED;'. D. FURNISH THE OWNER'S REPRESENTATIVE WTTH A WRITTEN GUARANTEE STATING THAT ALL MATERIALS AND INSTALLATION ARE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ARE FULLY GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK, AND THAT ALL WORK WHICH PROVES DEFECTIVE DURING THAT TIME SHALL BE REPLACED AT NO COST TO THE OWNER. E. WITHIN THIRTY (30) DAYS OF CONTRACT AWARD, THE CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE ARCHITECT ALL DEVICES TO BE USED IN THE WORK. SUBMITTALS SHALL INCLUDE PIPE FITTINGS, HANGERS AND SUPPORTS, INSULATION, FIXTURES AND RELATED EQUIPMENT 3.02 PRODUCT A, PIPE AND F177-INGS 1. DOMESTIC COLD AND HOT WATER PIPING SHALL BE TYPE -L HARD DRAWN COPPER TUBING FOR ASTM B -88 AND FEDERAL SPECIFICATION WWT -799. FITTINGS SHALL BE SOLDER JOINT COPPER FITTINGS PER ANSI B76.18 OR B16.22. JOINTS SHALL BE MADE WITH LEAD FREE SOLDER. 9515 SOLDER SILVER SOLDER OR PER PLUMBING NOTE 1'5. 2. WASTE PIPING SHALL BE TYPE DWV COPPER PER ASIT 6306 AND ANSI H23.6 OR NO -HUB CAST IRON PER CISPI 3O1 AND 310. FITTINGS SHALL BE TYPE DWV SOLDER JOINT PER ANSI B129 OR B16.23 OR NO -HUB CAST IRON FITTINGS PER CISPI 301 ABD 310. 3 B. VALVES 1, GATE VALVES SHALL BE MILWAUKEE FIGURE 1149, 125 PSI, SWEAT CONNECTION" 2. BALL VALVE 125 LB.. AS MANUFACTURED BY JOMAR, MILWALKEE, OR WATTS. C. PIPE INSULATION SHALL BE 1 -1/2 ° LB DENSITY FIBERGLASS R ASTM C335 WITH ALL SERVICE JACKET INSULATION SHALL COMPLY WITH NFPA 255 AND ASTM E84 WITH A MAXIMUM FLAME SPREAD OF 25 AND MAXIMUM SMOKE DEVELOPED OF 50. PROVIDED PRE - MOLDED FITTINGS COVERS EQUAL TO STARR DAVIS. INSULATION MANUFACTURER SHALL BE MANVILLE, CERTIFIED OR OWENS- CORINING D. FLOOR DRAINS, CLEAN OUTS, TRAP PRIMERS, HOSE BIBBS AND BACK FLOW PREVENTERS.- SEE SCHEDULE THIS DRAWING. E. AIR ADMITTANCE VALVE.- MAGIC VENT MICRO MODEL NO. 97400 3,03 EXECUTION A. PROVIDE ALL WORK, EQUIPMENT AND MATERIALS INDICATED B. ALL PIPE SHALL BE INSTALLED ABOVE CEILINGS, INSIDE WALLS OR IN CONCEALED SPACES, C. DISINFECTING OF POTABLE WATER SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL AUTHORITY HAVING JURISDICTION. D. TEST WASTE AND WATER UNDER ACTUAL OPERATING CONDITIONS. REPAIR LEADS AND RETURN TO SERVICE. TEST WASTE PIPING AT 15 FEET OF HFAD FOR 24 HOURS. TEST WATER Pl "1G AT 125 PSI FOR 2 HOURS. MAKE REPAIRS WITH NEW MATERIALS. REPLACE LEAK /NC MATERIALS, DO NOT REPAIR BY PATCHING. E. PROVIDE DOMESTIC WATER BACK FLOW PREVENTERS AT ALL BEVERAGE DISPENSER, ICE MAKERS OR DEVICES REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. BACK FLOW PREVENTERS SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. G. PROVIDE DIELECTRIC COUPLINGS AT ALL FERROUS TO NONFERROUS PIPE CONNECTIONS AND FL4AIC'r UNION ISOLATING JOINTS TO PREVENT ANY ELECTRONIC ACTION BETWEEN DISSIMILAR METALS. - COLD WATER PIPING EQUIPMENT - - - - - - HOT WATER PIPING LOCATION FD FLOOR DRAIN LOCATE FLOOR DRAINS WHERE SHOWN ON DIMENSIONED ARCHITEC- WITH TRAP PRIMER TOILETS /WORK AREAS TURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR DRAIN, e -mail: tag- dbi0togdbi.com MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE FS TRAFFIC. G GAS PIPING SHFLOOR S1LAB ON GRADE PROVIDE BACKFILL PER PECIFICATIONS• CD CONDENSATE DRAIN PIPING IF CONCRETE FLOOR 1S NOT EXISTING, SET DRAIN IN PLACE AND POUR AROUND IT. IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL S.S. COVE AND SCREW INTERIOR TG SET DRAIN BODY IN PLACE AND POUR AROUND IT RECESS TOP OF PT PRESSURE & TEMPERATURE RELIEF PIPING FLOOR DRAIN 1/2"' BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. EXTERIOR SANITARY WASTE & SOIL PIPING WALL _ _.... - -- FLOW TO ._.- - ". COLD WATER SUPPLY _ FIXTURE ZURN MODEL Z -1022 INSTALL WITH ACCESS KARP - - - - - - - VENT PIPING ACCESS AUTOMATIC TRAP DOOR I BACK FLOW PREVENTS WATTS NO 9BD PRIMER VALVE. SIOUX SD STORM DRAIN PIPING CHIEF 695 SERIES. -- CHROME ESCUTCHEON PLATE VACUUM �- GATE VALVE BREAKER . - -.. -- PROVIDE WYE SPUTTER WALL CHECK VALVE WITH DISTRIBUTOR FOR FLOOR SINK OR DRAIN SEE MULTIPLE TRAP PRIMER / PLUMBING FIXTURE APPLICATION. FOLLOW i SCHEDULE FOR SPEC. AUTOMATIC GAS VALVE MANUFACTURES CONCRETE FLOOR INSTRUCTIONS. , MANUAL GAS VALVE DIRT LEG NG COLLAR AND ING CO LAC AND SEEPAGE PAN - HOSE BIBB WIVACUUM BREAKER MAXIMUM TAILPIECE LENGTH IS 2 FEET & SHUT-OFF VALVE CLEAN OUT UNION UNLIMITED DISTANCE WHERE ENLARGED WASTE LINE IS USED AN A COMBINATION DRAIN AND VENT SYSTEM PER FBC PLUMBING 2004 SECTION 912. OTHERWISE VENT PER CHAPTER 9. (SEE FLOOR PLANS). - - - - -- �'�- -- PRESSURE & TEMPERATURE RELIEF VALVE SLOPE WASTE IN ACCORDANCE WITH TABLE 704.1 F8CP 2004- (CHART, THIS SHEET). - (- PIPING DOWN F.D. & TRAP RESEAL DETAIL NO SCALE - PIPING UP PRIME TRAP PRIMER, YR. SMITH, OR EQUAL JA SHALL BE AN ACCEPTABLE TRAP PRIMER ALTERNATIVE. DRAIN SCHEDULE MARK EQUIPMENT MANUFACTURER AND MODEL REMARKS LOCATION FD FLOOR DRAIN ZURN MODEL Z -415 'B" STRAINS WITH TRAP PRIMER TOILETS /WORK AREAS e -mail: tag- dbi0togdbi.com , FS FLOOR SINK ZURN MODEL Z- 1820 -1 LESS GR 091SE LIP 1 " A. F. F. WORK AREAS CD -1 CLEAN OUT ZURN MODEL ZS -1400 S.S. COVE AND SCREW INTERIOR CD -2 CLEAN OUT ZURN MODEL Z -1440 PLUG TYPE EXTERIOR TP TRAP PRIMER ZURN MODEL Z -1022 INSTALL WITH ACCESS TOILETS /WORK AREAS written consent of The Architects Group, Inc. BFP I BACK FLOW PREVENTS WATTS NO 9BD ITEMS 81 9,10,11 OF SPECS SODA AREA NOTE- ALL FIXTUREC SHALL i IFE­T HANDICAP REQUIREMENTS MAIL) 8T H 1.7. rl rl✓ 3 vFr't.H- SIHOUK ARRESTOR SCHEDULE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652 -A 1 -11 112" B SIOUX CHIEF 653 -B 12 -32 314" C SIOUX CHIEF 654 -C 33 -60 1 " SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED, CONFORMS TO ANSI /ASSE 1010 STANDARDS. DRAINAGE PIPE MIN. SLOPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2 -112 or less 114 3 to 6 1/8 8 or larger 1116 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2007 PL UMBING FIXTURE NOTES FIXTURES SHALL BE PER FBCP 604.4 - MIAMI -DADE ORD. SEC. 8 -31 WATER FLOW RESTRICTIONS ADOPTED BY MIAMI -DADE COUNTY WATER AND SEWER. 4.1 PLUMBING FIXTURES 4.1.1 TOILETS INSTALLED SHALL BE HIGH EFFICIENCY TOILET (HET) MODELS RATED AND TESTED AT A MAXIMUM AVERAGE FLUSH VOLUME OF 1.28 GALLONS PER FLUSH (GPF) AND BE CERTIFIED BY UNITED STATES 4.1.2 URINALS INSTALLED SHALL BE ZERO WATER CONSUMPTION (WATERLESS URINAL) OR HAVE A MAXIMUM RATED FLOW OF 0.5 GPF OR LESS 4.1.3 LAVATORY FAUCETS 4,1.3.1 THE MAXIMUM FLOW RATE OF THE LAVATORY FAUCET SHALL NOT EXCEED 0.5 GPM AT 60 PSI AT THE INLET, WHEN WATER? IS FLOWING. 4.1.3.2 MECHANICAL METER AND OR ELECTRONIC SENSOR CONTROLS SHALL BE INSTALLED ON HAND WASHING FAUCETS IN PUBLIC RESTROOMS. '.4 8000 NW 7 Street, Suite 101 Miami, Florida 33126' T. 3 0 5- 7 4 0- 0 1 5 F. 305 - 740 -01 58,. e -mail: tag- dbi0togdbi.com , corporate license AAC 002228 Copyright Notice: These drawings, designs and ideas are the property of The Architects Group, Inc, , and are protected under the copyright laws' , ... rg. Florida. No part thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc.