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HomeMy WebLinkAbout04_P801RELEA5E0 FOR CONSTRIICTI�N Su6jec��o compliance with allregula�ions of S�a�e antl Local Codes City of Carmel , �{�n„� i,.va�a! DATE: 07�� 3�20 GREASEINTERCEPTOR CALCULATIONS Reference No.19204 Step 1:Flowrate to greaseinterceptor Fixture flow rate: (cu in / 231) = gal x 0. ]5 /2 min = 2 min flow rate DlpperWell DlpperWell N/A DlsM1wasM1er �oorType(�isM1wasM1er) 21 gal. ROO��ldin FIOOf�ldln N/A Hub Drain FloorDrain N/A nns-i nnoaeasm za��.za•�io�� SK4A HandSink 10"z14'x5' SK3A 6arS'mk One Bowl 16"x14'x6' SK-4 OumpSinkOneBowl 24"z24'rc12" SK-5 OumpSlnkOneBawl 2J"x24"xiT' SK�6 �umpSnkOneBowl 24"z24'x12" SK-0 3Compartmen�Slnk 18"x20"xiT'(3J SK�B DumpSinkOneBowl l9"x16"x10" Total Flow rete used to size interceptor (less of fixWre ar pipe size) Pipe size (4in): Pipe Size llowrate per Manning's Poimula Reviewed by Tye Project Name: Needlers 1 N/A 2GPM 1 4,851 10.SGPM B N/H N/A 4 N/A N/A l 5,]W 935GPM 2 1,400 ZffiGPM 1 1,D6 l 91 GPM 4 D.648 44.BBGPM 5 34,Sfi0 Sfi.1 GPM 2 13.624 22.44GPM 4 62,208 101 GPM 1 3.040 4.94GPM 255.37 GPM 75 GPM Step 2: Grease Production Servings per dayx Grease protluction value x Days 6etween pum0-outs = Grease output Number o( meals served per day: 500 Grease proeuction value: 0.0351bs per serving (Grocery Store: High / No flatware) Days between pump-outs:90 days 500 z 0.035 z 90 = 1575 Ibs o( FOG � � Deseription: Potyethylene Grease Interceptor Dimensionr. Length'. 87", Width:33", Height:44" GB-250 �iqu d Capac (ya2e C9pacilies: 100 GPM / 1895 O Ibs GREASE INTERCEPTOR SIZING SCALE:NTS Finishetl HUB DRAIN DETAIL SCALE:NTS Min. Ventair Maintain 12" min. 'f dearance above highes� � anticipa[ed snowlevel. Max. of 2a" above roof Combus�ion ai� � � Roo� bwVflashing �(Heltl suppllatl) \� � Support (Nald supplied) vem air I� I I F I Combustion air Concentric Vent Roof Installation 2CONCENTRIC VENT DETAILS SCALE: NTS �G 3"Hln�ake (1YP) DieleQric p pni0n (�yp) HSME T&P relle� valve Ihp) � U Mln.'�"G OYP)� W a�er hea�er (WH-1 � � u 3"O ilue IbP) Gas cock OYP) Dir�leg n I�YP) To floor drain � � Thermalexp.absorber. Support as necessary. I� tq O � 1- � � � il � � (�YP) To system Line size � Bnulbir (ryPJ NOTE: This conVaRor �o pmvide for �es�ing antl cenitication pereta�erequiremen[s. RPZ DETAIL SCALE: NTS Vent air Main�ain 12" min. j clearance above highes� an�icipated snowlevel. Max. o� 24" above roof � � COi11�pU5�i011dll Concentric Vent and Combustion-Air Roof Termination N.C. New _ �Exist. �OW I Exis[. _ — —I— ��' +HW � Thermometar (typ7 Mixing valve (MV-H) loca�e below wa�er line hea�er ( W H-2) � Exist. pad Floor \ NOTE'. Details shown here are typical only and may not be complete. Conirector shall provitle all meteriel antl labor neceasery �or iha contigure�ion, piping antl accesaoriea requlred to operatethls systeminihe mannerintentled with complete safety. WATER HEATER DETAIL �Yy_���.r� Exist. __�HWR -Bell valve (rypJ —SVainer — Recircula�ing pump (RP�A) - Check vaNe (ryp) _ Fmm wa�er supply saurce e� w^'� L li � U � � .� �� U U` � W °' Q � � U 2 � � � U� �+ Q �' � �� W a� � � � — U � L � eio sET �� fi 162020 VIS�N51990E p1-61]2020 p3 - ] 01 2020 ARCHITECT: SITE ARCHITECTURE etini�m��. ia�m�Pe atini�e�u� PROJECTCONTHCT�. BRA� SMITH,RA LEE� AP �3t4a EASTte6TH STREET NOBLESVILLE,IN.06060 PN' 31]3]48]20 EJrIHIL.b�etl@slte-arcM1lteclure com MEP ENGINEER: THE ENGINEERING COLLABORATNE PROJ W T CONTACT: SAM HURT P.E. 2610 EXECIITIVE DRIVE SUITE100 rvoinrvnvous iN.as2a1 PH�.9� / 638 9941 6MAIC. sam@Ieo-mcO�aom � W �N OC � a W ` ` W =�H W � W �a� L��NM �y�� � Z � � W��Z J F. cn � WaW � W Z � � ZH� V I PWMBING DETAILS P801 � wE�.��Ma� zozo-oo� � Pipe discharge to floor drain