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10-1131-045Q 2 H O O 2 Q D Z W LL PL UMBING NO TES 1. DO NOT SCALE THE DRAWINGS. CONSULT THE ARCHITECT'S AND STRUCTURAL DRAWINGS FOR DIMENSIONS 2. CONSULT THE ARCHITECTS DRAWINGS FOR ALL GRADE AND FINISH FLOOR ELEVATIONS. J. ALL GRAVITY LINES SIZED TO SLOPE 1 18" 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 CPVC . 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. DRA IN SCHED UL E MARK EQUIPMENT MANUFACTURER AND MODEL REMARKS LOCATION FD FLOOR DRAIN ZURN MODEL Z -415 "B" STRAINS WITH TRAP PRIMER TOILETS /WORK AREAS FS FLOOR SINK ZURN MODEL Z- 1820 -1 LESS GR 1#91SE LIP 1 " A.F.F. WORK AREAS CD- I 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 BFP BACK FLOW PREVENTE WATTS NO 9BD ITEMS 8, 9,10,11 OF SPECS SODA AREA NOTE. ALL FIXTURES SHALL MEET HANDICAP REQUIREMENTS AND BE AS SELECTED BY OWNER. ALL FIXTURES SHALL COMPLY WITH FBC 104.3 1. 1 & CMDC 8 -10. 8000 NW 7 Street, Suite 101 Miami, Florida 33125 T. 3 0 5- 7 4 0- 0 1 5 0 F. 3 0 5- 7 4 0 - 0 1 5 8 e -mail- tag- dbi ©tagdbi.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 of Florida. No port 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. ABBRE/IA LIONS A. F. F. ABOVE FINISHED FLOOR B. T. U. BRITISH THERMAL UNITS PLUMBING SPECIFI CA LIONS C.B. CATCH BASIN C.O. CLEAN OUT 3.01 GENERAL CONC. CONCRETE A. SEE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL REQUIREMENTS. CONN. CONNECT OR CONNECTION J B. THE CONTRACTOR BEFORE COMMENCING ANY WORK, HALL VERIFY ALL GOVERNING DIMENSIONS C. V. CHECK VALVE AT THE SITE AND EXAMINE ADJOINING WOK ON WHICH ITS WORK WILL BE DEPENDENT C. W. COLD WATER REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ARCHITECT J DN. DOWN C- COORDINATE SHUTDOWN OF EXISTING SYSTEMS WITH THE OWNER AT LEAST 48 HOURS IN SHOCK ARRESTOR SCHEDULE ELEV. ELEVATION ADVANCE. SHUTDOWN TIME WILL BE KEPT TO A MINIMUM AND PERFORMED WHEN CONVENIENT TO THE OWNER P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION EXIST. EXISTING /� D. FURNISH THE OWNER'S REPRESENTATIVE WITH A WRITTEN GUARANTEE STATING THAT ALL A SIOUX CHIEF 652 -A 1-11 15 V) " o F. C. 0. FLOOR CLEAN OUT MATERIALS AND INSTALLATION ARE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND r ) F.D. FLOOR DRAIN 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 B SIOUX CHIEF 653 -B 12 -32 3/4" Q w w F. H. FIRE HYDRANT REPLACED AT NO COST TO THE OWNER. <t U F. S. FLOOR SINK C SIOUX CHIEF 654 -C 33 -60 1 " CL E E WITHIN THIRTY (30) DAYS OF CONTRACT AWARD, THE CONTRACTOR SHALL SUBMIT FOR W O FS. FLOW SWITCH REVIEW TO THE ARCHITECT ALL DEVICES To BE USED IN THE WORK. SUBMITTALS SHALL SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO = � L INCLUDE PIPE FITTINGS, HANGERS AND SUPPORTS, INSULATION, FIXTURES AND RELATED ACCESS DOOR REQUIRED. CONFORMS TO ANSI /ASSE 1O 1O STANDARDS. I' vJ ) G. GAS (L.P. OR NATURAL) EQUIPMENT. - ��rci T. L. G, W. H. TANK LESS GAS WATER HEATER 3.02 PRODUCT ^LL_ w w rr � z U) G. V. GATE VALVE A. PIPE AND FITTINGS H.B. DRAINAGE PIPE MIN. SL OPE LL Z_ < oo HOSE BIBB 1. DOMESTIC COLD AND HOT WATER PIPING SHALL BE TYPE -L HARD DRAWN COPPER 0 H. W. HOT WATER TUBING FOR ASTM B -88 AND FEDERAL SPECIFICATION WWT -799. FITTINGS SHALL BE SIZE (inches) MINIMUM SLOPE (inch per foot) 0 LL w � s SOLDER JOINT COPPER FITTINGS PER ANSI B16.18 OR 316.22. JOINTS SHALL BE MADE H.W.R. HOT WATER RETURN PIPING WITH LEAD FREE SOLDER. 9515 SOLDER SILVER SOLDER OR PER PLUMBING NOTE #5. 2-112 or less 114 H.W.S. HOT WATER SUPPLY PIPING 2. WASTE PIPING SHALL BE TYPE DWV COPPER PER AST' 8306 AND ANSI H23.6 OR H.W.C. HANDICAP WATER CLOSET NO -HUB CAST IRON PER CISPI 301 AND 310. FITTINGS SHALL BE TYPE DWV SOLDER JOINT 3 t0 6 1�8 PER ANSI 8169 OR B16,23 OR NO -HUB CAST IRON FITTINGS PER CISPI 301 ABD 310. H.W.R. HOT WATER RETURN 3 INV. INVERT 8 or larger 1/16 B. VALVES I. W. INDIRECT WASTE 1. GATE VALVES SHALL BE MILWAUKEE FIGURE 1149, 125 PSI, SWEAT CONNECTION. TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2007 LA V. LAVATORY 2. BALL VALVE 125 LB., AS MANUFACTURED BY JOMAR, MILWALKEE, OR WATTS, L.P. LIQUIFIED PROPANE G PIPE INSULATION SHALL BE 1 -1/2 ° LB DENSITY FIBERGLASS PR ASTM C335 WITH M.B.H. MILLION BTU PER HOUR 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 M.H. MAN HOLE MOLDED FITTINGS COVERS EQUAL TO STARR DAVIS. INSULATION MANUFACTURER SHALL BE MTD. MOUNTED MANVILLE, CERTIFIED OR OWENS- CORINING PL UMBING FIXTURE NOTES W CL' O.S.& Y. OUTSIDE SCREW AND YOKE VALVE D. FLOOR DRAINS, CLEAN OUTS, TRAP PRIMERS, HOSE HIBBS AND BACK FLOW PREVENTERS: SEE POST INDICATING VALVE SCHEDULE THIS DRAWING. FIXTURES SHALL BE PER FBCP 604.4 - M P. IAMI -DADS ORD. SEC. 8 -31 ,. ^ P &T PRESSURE AND TEMPERATURE E AIR ADMITTANCE VALVE: MAGIC VENT MICRO MODEL NO. 97400 WATER FLOW RESTRICTIONS ADOPTED BY MIAMI -DADE COUNTY WATER AND SEWER. L.L_ v I. P.R,V, PRESSURE REDUCING VALVE 303 EXECUTION 4.1 PLUMBING FIXTURES 0 0 A. PROVIDE ALL WORK, EQUIPMENT AND MATERIALS INDICATED R.D. ROOF DRAIN 4. 1.1 TOILETS INSTALLED SHALL BE HIGH EFFICIENCY TOILET (HET) MODELS RATED AND R.W.L. RAIN WATER LEADER B. ALL PIPE SHALL BE INSTALLED ABOVE CEILINGS, INSIDE WALLS OR IN CONCEALED SPACES. TESTED AT A MAXIMUM AVERAGE FLUSH VOLUME 0 GA 0 S PER FLUSH (GPF) AND BE S.D. STORM DRAIN CERTIFIED BY UNITED STATES �' w,,, 2�n %!/ n C. DISINFECTING OF POTABLE WATER SHALL 8E PERFORMED IN ACCORDANCE WITH THE LOCAL v SS SANITARY SEWER AUTHORITY HAVING JURISDICTION. 4. 1.2 URINALS INSTALLED S BE ZERO WATER CONSUMPTION (WATERLESS URINAL) OR HAVE � rn SK. SINK A MAXIMUM RATED FLOW 0 -�6- PF OR L SS v J D. TEST WASTE AND WATER UNDER ACTUAL OPERATING CONDITIONS. REPAIR LEADS AND TS. TAMPER SWITCH RETURN TO SERVICE. TEST WASTE PIPING AT 15 FEET OF HEAD FOR 24 HOURS. TEST WATER 0 25 PIPING AT 125 PSI FOR 2 HOURS. MAKE REPAIRS WITH NEW MATERIALS REPLACE LEAKING 4.1.3 LAVATORY FAUCETS UR. URINAL MATERIALS, DO NOT REPAIR BY PATCHING. Q V. VENT 4.1.3.1 THE MAXIMUM FLOW RATE OF THE LAVATORY FAUCET SHALL NOT EXCEED . GP4AT E PROVIDE DOMESTIC WATER BACK FLOW PREVENTERS AT ALL BEVERAGE DISPENSER, ICE MAKERS 60 PSI AT THE INLET, WHEN WATER IS FLOWING. O, 25 VB. VACUUM BREAKER OR DEVICES REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. BACK FLOW PREVENTERS Q SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 4. 1.3.2 MECHANICAL METER AND OR ELECTRONIC SENSOR CONTROLS SHALL BE INSTALLED ON V. B. VALVE BOX HAND WASHING FAUCETS IN PUBLIC RESTROOMS. V. T. R. VENT THRU ROOF G. PROVIDE DIELECTRIC COUPLINGS AT ALL FERROUS TO NONFERROUS PIPE CONNECTIONS W. 0 C. WATER CLOSET AND FLANGE UNION ISOLATING JOINTS TO PREVENT ANY ELECTRONIC ACTION BETWEEN W. M. WATER METER DISSIMILAR METALS. LL/ y LL ry PL UMBING LEGEND w 0 SYMBOL DESCRIPTION `' Z ° V w _- (n r COLD WATER PIPING - W L - - - - HOT WATER PIPING w '-- -_ LOCATE FLOOR DRAINS WHERE SHOWN ON DIMENSIONED ARCHITEC- � Lf) TURAL PLAN. IF FLOOR STRUCTURE INTERFERES WITH FLOOR DRAIN, ( ) - - - - HOT WATER RETURN PIPING MOVE SIDEWAYS IF POSSIBLE, OTHERWISE MOVE BACK. ALWAYS LOCATE Z G GAS PIPING IS FLOOR LAB ON ACCESSIBLE, RADE, PRONDE BACKFILL PERTRAFFIC. PECIFICATIONS.v L F) Cn CD CONDENSATE DRAIN PIPING aTOUNORTT IFCONCRETE FLOOR 15 EXSTING,R SAW T IN PLACE ORE DRIILL IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF PT PRESSURE & TEMPERATURE RELIEF PIPING FLOOR IN 112" BELOW FLOOR SURFACE AND SLOPE FLOOR TO 1T. SANITARY WASTE & SOIL PIPING COLD WATER SUPPLY ` -- WALL FIXTURE FIXTURE E TO DATE: 11/17/10 - - VENT PIPING ACCESS _,_, - ,_ - - _ - - -- ACCESS AUTOMATIC TRAP i'� DOOR JO NO: 1018-01 PRIMER VALVE SIOUX y' DRAWN: JI SD STORM DRAIN PIPING N CHIEF U95 SERIES. - CHROME ESCUTCHEON CHECKED: PR - VACUUM PLATE GATE VALVE BREAKER REVISIONS: -- - PROVIDE WYE SPUTTER - - - WALL CHECK VALVE WITH DISTRIBUTOR FOR FLOOR SINK OR DRAIN SEE MULTIPLE TRAP PRIMER PLUMBING FIXTURE - 1 APPLICATION, FOLLOW SCHEDULE FOR SPEC, �I MANUFACTURES CONCRETE FLOOR AUTOMATIC GAS VALVE INSTRUCTIONS. SMANUAL GAS VALVE MEMBRANE CLAMP - JI DIRT LEG ING COLLAR AND SEEPAGE PAN �- HOSE BIBB W /VACUUM BREAKER MAXIMUM TAILPIECE & SHUT OFF VALVE LENGTH 15 2 FEET - 12 -1 -10 ------------ ...... -77------------- - - - - -- - -- - - - - - -- - - - -- CLEAN OUT I.L.A. project # 1070.00 - - -- - - - - - -- --- - - - - -- UNLIMITED DISTANCE WHERE ENLARGED WASTE -i -� -� UNION 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 7071 ............1� F11 ------ .......... Pedro P. Ramos, A.I.A. TABLE 704.1 FBCP 2004. (CHART, THIS SHEET). - - - - -- FL. Lic. 10590 Inc. PIPING DOWN F.D. &TRAP RESEAL DETAIL I. Leon ,& - No SCALE Consulting,' n ilg'gers a: SHEET TITLE: PIPING UP PRIME EZE WATER SAVER TRAP PRIMER, 1ry55'21 >SW;1¢9ihLCOl1RT�'; JAY R. SMITH, OR EQUAL SHALL BE AN M ..•� `� ' ACCEPTABLE TRAP PRIMER ALTERNATIVE a IAMI FL��31p�331_87� PLUMBING CA #` leonaudec�bellorh phone, 305 `2 031 DETAILS �y4n #to,Ci r ,�� kyk}Rj _ SHEET NUMBER: n P -3 ' 1r `