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,N <br />m <br />I- <br />K <br />J <br />H <br />1 �?31 4 � c� I ? is ': 1 2 . 4 <br />WATER AND WASTE <br />SERVICE <br />CALCULATIONS <br />JOB NAME~ ,SCOOTER'S STOCKTON <br />FLUID <br />RUNOUTS <br />RUNOUTS <br />1.25"-2" <br />2.5"-4" <br />FIXTURETYPE <br />NO, <br />WASTE <br />COLDWATER <br />HOTWATER <br />TOTAL <br />40-F-60'F(INDOOR) <br />1.0" <br />1.0" <br />1.0" <br />1.0" <br />WATER <br />FU TOTAL <br />FU <br />TOTAL <br />R) <br />TOTAL <br />RJ <br />DUMP SINK <br />1 <br />2 <br />2 <br />1.6 <br />1.5 <br />1.5 <br />11.5 <br />2.0 <br />HOSE BIBB <br />1 <br />0 <br />0 <br />2.6 <br />2.5 <br />0 <br />0 <br />2.5 <br />3-OOMPSINK <br />1 <br />3 <br />3 <br />1.5 <br />1.5 <br />1.5 <br />1.5 <br />2.0 <br />_ <br />MOP SINK <br />1 <br />2 <br />2 <br />1.6 <br />1 1.5 <br />1.5 1 <br />1.5 <br />2.0 <br />DIP WELL <br />2 <br />1 <br />2 <br />1 <br />2 <br />1 <br />2 <br />2.7 <br />LAVATORY(SINGLE) <br />2 <br />1 <br />2 <br />1 <br />2 <br />1 <br />2 <br />2.7 <br />SERVICESINK <br />3 <br />0 <br />1.5 <br />0 <br />1.5 <br />0 <br />0.0 <br />FLOOR DRAIN <br />2 <br />2 <br />4 <br />0.6 <br />1 <br />0 <br />0 <br />1,0 <br />FLOOR SINK RECEPTOR 1-112" <br />3 <br />0 <br />0 <br />1 0 <br />0 <br />0 <br />0,0 <br />FLOOR SINK RECEPTOR 2" <br />3 <br />4 <br />12 <br />0 <br />0 <br />0 <br />0 <br />O.0 <br />COFFEE UNIT <br />3 <br />0.5 <br />1.5 <br />1 <br />3 <br />0 <br />0 <br />3,0 <br />SINK, 2" TRAP <br />3 <br />0 <br />2 <br />0 <br />2 <br />0 <br />0.0 <br />URINAL, 1.0 GPF <br />1 <br />4 <br />4 <br />3 <br />3 <br />0 <br />0 <br />3.0 <br />WATER CLOSET, 1.6 TANK <br />1 <br />4 <br />4 <br />2.5 <br />2.5 <br />0 <br />0 <br />2.5 <br />TRAP PRIMER <br />2 <br />0 <br />0 <br />0.5 <br />1 <br />0 <br />0 <br />110 <br />0 <br />0 <br />Q <br />Q <br />0 <br />0 <br />Q <br />Q -Q <br />TOTAL FU <br />363 <br />21.5 <br />83 <br />24.3 <br />EQUIVALENT COLD WATER FLOW RATE(GPM): <br />17 <br />ADDITIONAL DEMAND LOAD (GPM) <br />0 <br />PRESUREAVAILABLEAT MAIN (PSI): <br />_ <br />50 <br />MINIMUM REQUIRED FIXTURE PRESSURE (PSI): <br />8 <br />ELEVATION RISE (FT): <br />10 <br />METER LOSS (PSI)' <br />3 <br />... .. <br />BACKFLOW PREVENTER LOSS (PSI): <br />12 <br />ADDITIONAL LOSSES (PSI)' <br />0 <br />EQUIVALENT PIPE LENGTH FROM METER TO MOST REMOTE FIXTURE (FT): <br />100 <br />FRICTION LOSS PRESSURE AVAILABLE (PSI): <br />22,66 <br />MAXIMUM ALLOWABLE FRICTION LOSS (PSI1100 FT): <br />22.66 <br />WATER FLOW VELOCITY ( FPS): <br />4,34 <br />CALCULATED FRICTION HEAD LOSS (PSY100 FT): <br />3.34 <br />MINIMUM REQUIRED'WATER' PIPE SIZE (INCHES): <br />1.25 <br />MINIMUM REQUIRED'WASTE PIPE SIZE (INCHES): <br />4' <br />.. ................. .......... _............ _................. <br />(CALCULATIONS PER THE UPCICPC) <br />_........_.«. <br />PIPING MATERIAL S C HE D . PLUMB. FIXTURE ROUGH -IN SCHED. <br />APPLICATION MATERIAL JOINT REMARKS FIXTURE VENT WASTE COLD HOT F.U. (PRN.) <br />BR. OUT. BR. OUT. BR. OUT. W S <br />CHILLED WATER SCHEDULE 40 WELDED INSIDE BUILDING <br />(2-1/2" AND LARGER) BLACK STEEL OR GROOVED AND OUTSIDE W. CLOS. (1.6 GPF) 2 3 3 1/2 - - - 2.5 3 <br />CHILLED WATER TYPE "L" BRAZE SOLDER INSIDE BUILDING W. CLOS. (F.V.) 2 3 3 1 - - - 2.5 3 <br />(2" AND SMALLER) DRAWN COPPER OR GROOVED AND OUTSIDE LAVITORY 1 1/2 2 1 1/2 3/4 1/2 3/4 1/2 1 1 <br />SHOWER 2 2 2 3/4 1/2 3/4 1/2 2 2 <br />PIPE HANGER SCHEDULE TUB/SHOWER 2 2 2 3/4 3/4 - - 4 3 <br />WFS .r�1-1/4"0 SLIPPY DISHWASHER, SINK 1 1/2 2 1 1/2 1/2 1/2 1/2 1/2 1.5 2 <br />I' j <br />COPPER TUBE AND PIPE, SOLDERED, BRAZED, OR WELDED „ FS R.O. BAR SINK 1 1/2 z 1 1/2 1/2 1/2 1/2 1/2 1 1€ <br />- _ CLOTHES WASHER 2 2 2 1/2 1/2 1/2 1/2 4 3 <br />HORIZONTAL <br />€ T i „• ii i IE HOSE BIBB - - - 3/4 3/4 - - 2.5+1 - <br />PIPE SIZE ROD SIZE MAXIMUM INTERVAL VERTICAL 1/2 0 ; € ' 7 <br />3/4 0 <br />LESS THAN 1-1 2 3C I FILTERED CW <br />/ 3 8"N t�WW� ����IWW�W� WW�WW i <br />" :I WATER PIPE SIZING CHART <br />" / 6 EACH FLOOR, NOT I ;, , Ill-" a�,r�1 -- --� I „ 11 e, € t <br />2 - 4" 3/8"0 10' TO EXCEED 10' (5). I i 1 0 C &�. „ OF & WH <br />5" - 8" 1 /2"0 10' 3/4" �H ;; I PIPE SIZES CALCULATED BASED ON UPC/CPC APPENDIX A <br />10" - 12" 5/8'0 10 <br />/8"0 CW ~ <br />GAS PIPING, STEEL OR BRASS, THREADED OR WELDED " $- TRAP MW �` ; �'�.MAX' FLOW <br />ACCESSpAN NIMINAL INTERNAL HOT WATER <br />HORIZONTAL CAP AND I - ,€ ° DIAMETER DIAMETER CFM FPS OR FLUSH FLUSH <br />VALVE FOR ii ° I 1 3/8"0 CW TANK VALVES <br />PIPE SIZE ROD SIZE MAXIMUM INTERVAL VERTICAL „ 1/2"0 <br />COFFEE i t� DS - <br />p <br />I € € ' C&H FD TRAP PRIMER w/ <br />" " n 1' 2"0 1 2"0 3 4'0 1 - T a'-„ T <br />1/2 3/8 0 6' 6 ACCESS PANEL 1/2" 0.545 6.3 8.7 7 0 <br />3/4" - 1" 3/8"0 8' 81„ / / / C&H„ <br />FILTERED C&H C&H - ---- - -- - - <br />1-1/4" - 4" 3/8"0 10' EVERY FLOOR ;ii _ i`;ii LAV : 1: 1/2"0 HB w/ 3/4" 0.785 15.1 10.0 21 0 <br />5" - 8" 1/2"0 10' EVERY FLOOR- CHECK VALVE <br />10" - 12" 5/8"0 10' EVERY FLOOR ,` i ' o ..F I g . gl "' 3/4"� <br />(; 1" 1.025 25.7 10.0 42 8 <br />(� i CW WC 1-1/4" 1.265 39.2 10.0 83 26 <br />�1 SUPPORT ADJACENT TO JOINT, NOT TO EXCEED 18". (' n ................ .._ _. - ____ _ __:_`_ii��� _� - ---.,. ---� --- -.::. -W � � 1-1/2" 1.505 55.4 10.0 151 60 <br />2� BRACE AT NOT MORE THAN 40' INTEVRALS TO PREVENT HORIZONTAL MOVEMENT. " R <br />(3) SUPPORT AT EACH HORIZONTAL BRANCH. CAP AND 1/2-0 P AND <br />(4) HANGERS SHALL NOT BE PLACED ON THE COUPLING. VALVE FOR FILTERED VALVE FOR ICE <br />(5) VERTICAL WATER LINES MAY BE SUPPORTED IN ACCORDANCE WITH RECOGNIZED COFFEE 3/4"0 MACHINE (N) 3/4" CWS <br />ENGINEERING PRINCIPLES WITH REGARD TO EXPANSION AND CONTRACTION, FILTERED <br />WHEN FIRST APPROVED BY THE ADMINISTRATIVE AUTHORITY. (N) VTR <br />cw p <br />MINIMUM INSULATION THICKNESS <br />INSULATION THICKNESS <br />REQUIRED (IN INCHES) FOR <br />LISTED NOMINAL PIPE DIAMETER <br />FLUID <br />RUNOUTS <br />RUNOUTS <br />1.25"-2" <br />2.5"-4" <br />5"-6" <br />8" & LARGER <br />TEMP <br />UP TO 2 <br />1 & LESS <br />40-F-60'F(INDOOR) <br />1.0" <br />1.0" <br />1.0" <br />1.0" <br />1.0" <br />1.0" <br />(ONLY) <br />NOTE: PROVIDE ALL FACTORY SIZES AND FITTINGS WITH CLEAN <br />BUTTED ENDS AND TAPED JOINTS FOR INDOOR . ALL <br />PIPING SHALL HAVE PRINTED LABELS <br />WITH ARROWS INDICATING FLOW (i.e. CONDENSER WATER SUPPLY, RETURN, IN ALL AREAS). <br />GENERAL UTILITY NOTES: A <br />1. ALL PLUMBING & MECHANICAL CODES TO BE APPLICABLE 2016 CPC, <br />E CMC, CEC & CA ENERGY & CAL -GREEN CODE. <br />2. CONTRACTOR IS TO COORDINATE WITH LOCAL UTILITY COMPANY ALL <br />CONNECTIONS AND EQUIPMENT LOCATIONS. (E) (E) BUILDING <br />( 1 } 3. ALL PLUMBING & MECHANICAL SYSTEMS ARE TO BE A COMPLETE SYSTEM. i 2 WATER SUPPLY I r- (N) 2" VENT <br />«-� IF NOTIFY THE ARCHITECT IF THE CONDITION CAN NOT BE RECTIFIED AT NO--� d <br />ADDITIONAL COST TO THE OWNER. <br />I <br />GENERAL PLUMBING NOTES: (N) 3/4" CONDENSATE E I H <br />P1. ALL PLUMBING FIXTURES ARE TO BE COORDINATED WITH OWNER AND FROM HVAC UNIT <br />FRANCHISE AS TO MANE, STYLE AND COLOR. <br />P2. ALL MISC. PLUMBING FITTING ARE TO BE INCLUDED WITH INSTALLATION. $ <br />P3. PIPING DIAGRAMS ARE SCHEMATIC. EXACT LOCATION OF PIPING IS <br />SUBJECT TO FIELD CONDTIONS. IF A DISCREPANCY IS FOUND, PLEASE NOTIFY <br />T„r Annl llrrnT Ir I< - <br />---_-..-_....__- .. ­­__.-_-.-_.- _•.--'­ <br />.-__.-..__ "' -_.•__-•-_.-.._I IT <br />COST TO THE OWNER. (N) INSTANT HOT WATER <br />PIPING LINETYPES GENERAL NOTES P4. PROVIDE T24 REQUIRED INSULATED PIPE WRAP FOR ALL HOT WATER <br />UNIT UNDER LAV <br />LINES. L -h I E y <br />P5. PROVIDE HAMMER ARREST DEVICE AT ALL QUICK -ACTING VALVES. (N) 1/2" CWS <br />- m - ce - ow - ax - COLD WATER A. CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE WORK TO BE PERFORMED ARE BASED ON THE BEST INFORMATION AVAILABLE BUT ARE SUBJECT TO VERIFICATION. VERIFY LOCATIONS ANDi I <br />ELEVATIONS OF UTILITIES TO BE CROSSED OR CONNECTED. CORRECT DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS AT NO EXPENSE TO OWNER. IMMEDIATELY NOTIFY G9 WATER PLAN 0 1' 2' 4' 6' (N) 1-1/2" SEWER DRAIN <br />- m' - m - Hr - Ir - HOT WATER ARCHITECT AND ENGINEER OF CONDITION IN CONFLICT WITH THE PLANS. <br />HW+- HW+- wa- wR- HOT WATER RETURN B. PROVIDE PIPING, EQUIPMENT, AND MATERIALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODE REGULATIONS AND STANDARDS, AUTHORITIES HAVING JURISDICTION, AND AS OTHERWISE SCALE: 1/4" = 1'-0" <i� pWC_ <br />- s - s - s - s - s - SANITARY, ABOVE GRADE <br />RECOMMENDED OR DIRECTED BY MANUFACTURERS. <br />SEE SHEET S0.01 & 50.2 FOR NON-RESIDENTIAL BASELINE WATER USE CALCULATION (WS -1) <br />OR FINISH FLOOR C. PROVIDE GAS SHUTOFF VALVES, PRESSURE REGULATORS AND UNIONS (OR CODE APPROVED APPLIANCE CONNECTORS) AT CONNECTIONS TO ALL GAS-FIRED EQUIPMENT. PROVIDE REGULATOR GENERAL NOTES AND DETAILS (N) LAV STUB -UP Y <br />RELIEF VENT PIPING TO ATMOSPHERE WHERE REQUIRED BY CODE. FIXTURE TYPE GPM FLOW DURATION: DAILY USES OCCUPANTS( (GALLONS/DAY <br />- s - s - s - s - s - SANITARY, BELOW GRADE D. COORDINATE INSTALLATION OF PIPING BELOW AND ABOVE GRADE WITH STRUCTURAL COMPONENTS AND OTHER SYSTEM INSTALLATIONS. SHOULD PIPE PENETRATION THRU CONCRETE GRADE BEAMS IS <br />KITCHEN FAUCET 2.2 X 4 MIN. ' X 1 K 2 <br />OR FINISH FLOOR REQUIRED, ASSURE MINIMUM 4" CLEARANCE BETWEEN TOP OF BEAM AND TOP OF PENETRATING PIPING. ..................................... __....... ....._._....................._...__....-._...._.__l.._. .... .........,._..._.....-I...............___..............-`.................................................... <br />17.6 <br />LAVATORY 0 5 �X 0.25 MIN. X i 3 X 2 =` 3.0 (N) 3"" WATER CLOSET <br />STORM, ABOVE GRADE E. PROVIDE CLEANOUTS FOR SANITARY WASTE AND STORM DRAINAGE SYSTEMS WHERE SHOWN AND AS OTHERWISE REQUIRED BY CODE. AND 2 VENT <br />.. ..... <br />OR FINISH FLOOR GRAVITY TANK W.C.28 X 1 FLUSH X11/M or 3/FIX 1M/1F 512 BELS <br />F. COORDINATE ALL FIXTURES, EQUIPMENT, PIPE ROUGH-IN/CONNECTION LOCATIONS AND DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS.TE LINE <br />- so- so- so- so- so- STORM, BELOW GRADE FLUSH VALVE W.C. 1.28 X 1 FLUSH XI1/M or 3/FIX 0 0 OW GRADE <br />G. VERIFY LOCATION OF CEILING DROPS WITH ARCHITECTS DRAWINGS. <br />------------- OR FINISH FLOOR <br />H. INSTALL CONDENSATE DRAIN TRAPS ON ROOFTOP UNITS PER DETAILS URINAL 0.125 X 1 FLUSH X 2/M X 1 0.25 <br />VENT _ ___ ____11.11 <br />I - LOCATE ALL VALVES FOR SERVICE ACCESSIBILITY. VALVES INSTALLED ABOVE CEILINGS SHALL BE WITHIN 18" OF CEILING. SEE DRAWINGS FOR LOCATIONS. TOTAL DAILY BASELINE WATER USE (BWU) 22.97 PLUMBING ISOMETRIC <br />INDICATES PIPE BELOW J. INSTALL ALL OVERHEAD PIPING AS CLOSE TO STRUCTURE AS POSSIBLE IN AREAS WITH EXPOSED ROOF STRUCTURE. <br />E <br />GRADE OR FINISH FLOOR CO <br />2"0 VTR <br />EXISTING PIPING THE GROVE ARCHITECTS & DESIGNERS, HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER <br />PLUMBING FIXTURE SCHEDULE A ± , _ ____- _ ry __ _ _ _ � _� PROPERTY RIGHTS IN THESE PANS. IDEAS AND DESIGNS WHICH ARE NOT TO BE REPRODUCED, <br />C ` _ ff CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO <br />Y "'''" REMOVE EXISTING PIPING ANY THIRD PMtt WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION FROM THE ARCHITECT. <br />CONNECTION SIZE €v�: \moo( f ., «>. . :. € HE DRAWING IS NOT FINAL OR 10 BE USED FOR CONSTRUCTION UNTIL SIGNED BY THE ARCHITECT. <br />L- G NATURAL GAS2"0 V ' <br />F FIRE WATER DETMIl W V CW HW 2"0 V _ � e € 2"0 INDIRECT __,�k �------------ <br />____ <br />RISER - , W TO FS, "1, t <br />D DRAIN WC "AMERICAN STANDARD" 215AA.104 (H.E.T.) GRAVITY FLUSH WATER CLOSET, 3" 2" 1/2" h 2"0 y .' I3/4"�a CU HVAC`., <br />FLOOR MOUNT, "CHURCH" 9500C SEAT. 1.28 GPF ..,....... 2"� yy CONDNSATIQN TO THE GROVE ARCHITECTS & DESIGNERS, INC.�� r RS, IN <br />"AMERICAN STANDARD" 0356.028, 20"X16" WALL HUNG LAVATORY, "CHICAGO" 2„0 V �� � NI©P $INK i P.o. BoX 995- WP I_"ur Rove. c = 95690 <br />,° J" "' \ (916)685-8800"FAX(916)685-8995" THEGROVERTHEGROVEAIA.COM <br />D LAV 1-1/2" 1-1/2" 1/2" 1/2" __ 2 0 W - - }- r - r, <br />2200-4 0.4 GPM SINGLE LEVER FAUCET W/ HOT LIMIT STOP, PROVIDE ADA _ 2 0 <br />P -TRAP, SUPPLIES & STOPS. W/WALL HANGER (ADA) �---------, <br />PLUMBING SYMBOLS " / / -- 2�V «�� <br />UR AMERICAN STANDARD" 6590.001 EC UNIVERSAL URINAL w 0.125 GPF FLUSH 2" 2" 3 4" /'i ,1 9 r a <br />.,_ .'� I ,', � �.�.>'; I 2"� W CONSULTANT: <br />VALVE: SENSOR -OPERATED "AMERICAN STANDARD SELECTRONIC" 6063.013.002 = ��� -- - -� �� 4"0 W <br />3"0�.�W _ & V <br />2"0 W 3"0 W i <br />-04 VALVE, GENERAL O�Q FLOOR CLEAN OUT FD WATTS FD -100-A, 5" ROUND NICKEL BRONZE STRAINER. ACCESSORIES TO 2" 2" 1/2" -- 1 ill a <br />GATE VALVE <br />COMPLY WITH FLOOR FINISH. PROVIDE WATTS LFTP300 TRAP PRIMER WITH • -� • -� -111 -� r �w -1 <br />-� WALL CLEAN OUT m <br />ACCESS PANEL., 1 1� <br />pq GLOBE VALVE COTG O CLEAN OUT TAP TO GRADE „ „ - 2"0 W " <br />MOP FIAT #MSB2424, 24"X24"X10" MOLDED STONE, 3" S.STL. DRAIN, SERVICE 2 2 1/2 -- II ',` ' t1 "i 31k "0 o BP APPL. z-za-TB <br />r 2 2"0 V <br />Fp FLOOR DRAIN` .ir _), �m���� \ ( 2 -WAY CO <br />N CHECK VALVE SINK FAUCET (830AA) w/ VACUUM BREAKER, MOP HANGER BRACKET 1 '� � € � ,� I 1 � � €- � �• <br />€ <br />O� ROOF DRAIN (889CC). �t ____ _ a. ____---- <br />'_ <br />PRESSURE REDUCING VALVE F - _- - <br />BALANCING VALVE WH RHEEM EGSP30, 30 -GALLON ELECT. 24 GAL RECOVERY. 24OV, 6.0 kW 30 -- -- 1/2" 1/2" ..a'` 1 1/2.0 V <br />QUARTER TURN VALVE 2"0 V <br />(CIRCUIT SETTER, OR EQUAL) AMPS (6 AWG), RELIEF VALVE, DIELECTRIC CONNECTIONS, THEMOMERTERS ON 3"0 VTR " PROJECT: <br />(BALL OR BUTTERFLY) INLET/OUTLET AND AMTROL THERM-X-TROL ST -C DIAPHRAM TANK, w/ WC WC SCOOTERS KIOSK - STOCKTON <br />EXPANSION TANK <br />THERMOMETER Er METAL STAND WITH PAN AND DISCHARGE TO MOP SINK BELOW <br />C I FLOW METER 3C BK - BKS-3-1620-14-18TS 3 COMPARTMENT SINK, T&S BRASS WALL 2" 2" 3/4" 3/4" 2323 W. HAMMER LANE - PARKING LOT <br />PRESSURE GAUGE W/COCKL� MOUNT MIXING FAUCET, 8 -IN CENTER, LEVER HANDLES, 12" SWING NOZZLE, DRAWING TITLE: <br />TEMPERATURE SENSOR <br />PIPE GUIDE DUAL 18" DRAIN BOARDS, INDIRECT WASTE TO FS. <br />TEE PLUMBING PLANS <br />(P RELIEF VALVE HS ADVANCE TABCO HAND SINK #7 -PS -EC, WALL MODEL 140X10"X5" BOWL, 2" 2" 1/2" 1/2" <br />W/ PIPE TO DRAIN TEE WITH RISER 304 S.STL., SPLASH MOUNTED FAUCET 1-1/2" DRAIN, PIPES WRAPPED SEAL: DRAWN BY: PROJECT NUMBER: <br />I� HOSE BIBB Nk TEE WITH DROP DS ADVANCE TABCO DUMP SINK #TA -11B, 16"W x 20"D x 12" WELDED TABLE 2" 2" 1/2" 1/2"T�,: pAR���/4i��� C. DAVIS 17020.331 <br />TOP MODEL 16"X2O"X12" BOWL, 304 S.STL, REAR LOCATED FAUCET 1 �- r' �.�`� r' � <br />-�� STRAINER -+1+- CROSS 1-1/2" DRAIN, PIPES WRAPPED �HER�y�rF%, CHECKED BY: CADD FILE NAME: <br />-! UNION TTTT _ 17020331-P2_1 <br />o RISER UP FROM TEE __�� Z •9� �_ <br />DW FISHER #3041 DIPPING WELL, 16"DIA x 5" WELDED TABLE TOP MODEL BOWL, 1-1/2 1-1/2" 1/2" 234 N <br />PUMP 0 RISER UP FROM ELBOW _* DATE: DRAWING No. <br />304 S.STL., REAR LOCATED FAUCET 1-1/2" DRAIN, INDIRECT WASTE TO FS = <br />CONNECT TO EXISTING 1-19 Qa 2-23-18 <br />RS ESPRESSO PARTS #EPPR662, 6"x6"x2" RINSE SINK, WELDED TABLE TOP 1-1/2 1-1/2" 1/2" 0 6"1'-0" 2'-0" 3'- 9J RENEWAL �2;c P2" 1 <br />VALVEURE RELIEF MODEL BOWL, 304 S.STL., 1-1/2" DRAIN, INDIRECT WASTE TO FS " 1/111111111110 AS SCALE: <br />NOTED rL <br />A9 WAS PLAN <br />SCALE: 1/2 = 1'-O" DRAWING _____ OF _____ <br />