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08-603-037GAP FOR FUTURE CONNECTION SOLAR OR HEAT RECOVERY HEAT TRAP �GATE VALVE COI-r-) WATER, 3/4" UNION U PRESSURE t TEMPERATURE RELIEF VALVE (ASMH APPRVDJ - -I" AIR CxAP. 3/4" Cu RELIEF D15CHARCzE LINE, TO OUTSIDE GREEN AREA, TERMINATE ro'l [DRAIN VALVE ABOVE FIN. GRADE ET"TEFI DRAIN WALL SR,AGKET - -- -1 UJII AT FR �4EATEF FIFING� D IAGFA�l NO SC,4LE EXTRA DEEP - ACGE55 FRA1"IE FLOOR SURFACE HEAVY -DUCTY SECURED COVER GASKET) --D A55 CLEANOUT F'LUC� JT ANCHOR FLANCaES THREADED COUNTERSUNK CLEANOUT F'LUC -; I- -ice - CovER 1W (LONGER LENGTH5 OPTIONAL AT EXTRA COST) CLE,4IVOL�7 E:)ETAIL� N_T.5_ NAMEPLATE INDICATING MFG: PARK EQUIP. CO. 800 --256 -8041 MODEL: ST DATE MANUFACTURED A A r A A , • A a A '� A *• • A r A '. • " • • 6" PVC DOUBLE r ' • TEE MANIFOLD To PUBLIC SEWER ' A SYSTEM • W �-• SEWER SEWER +A -+� FROM KITCHEN WASTE * INLET AND OUTLET °. v PIPING PROVIDED A A 4r BY OTHERS A • • /• " AA A PLAN VIEW GRADE CONCRETE CAST IRON FRAME _ EXTENSION do COVER (TYP -2) • .A AA ' ° �'• A, A,. • 6" VENT SLEEVE INLET OUTLET LIQUID SURFACE -+r t _ • s MONOLITHIC BAFFLE Hr 6" PVC DOUBLE • A TEE MANIFOLD FL2 GALVANIZED RISER ' A FL1 SUPPORT (TYPICAL) PRECAST CONCRETE , A INTERCEPTOR y AI • A A A A A q A • h L ELEVATION 22 GREASE INTERCEPTOR DET SPECIFICATIONS CONCRETE: CLASS 1 CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. UNIT IS OF MONOLITHIC CONSTRUCTION AT FLOOR, FIRST STAGE OF WALT_ AND BAFFLE WITH SECTIONAL RISER TO REQUIRED DEPTH. (MONOLITHIC BAFFLE REQUIRED, SLIDE -IN TYPE IS NOT ACCEPTABLE.) REINFORCEMENT: GRADE 60 REINFORCED WITH STEEL REBAR CONFORMING TO ASTM A615 ON REQUIRED CENTERS OR EQUAL. C.I. CASTINGS: MANHOLE FRAMES, COVERS OR GRATES ARE MANUFACTURED OF GREY CAST IRON CONFORMING TO ASTM A48 -76 CLASS 30. MANHOLE SHALL BE NOMINAL 24 INCH DIAMETER AND BE TRAFFIC DUTY. ENGINEERING DATA THE GREASE INTERCEPTOR IS STRUCTURALLY AND HYDRAULICALLY ENGINEERED TO CONFORM TO REGIONAL PLUMBING CODES RECOMMENDED IN MOST CITIES. CONSULT WITH LOCAL AUTHORITIES FOR SPECIFIC APPLICATION REQUIREMENTS. SHOP DRAWINGS SHALL INCLUDE COMPLETE STRUCTURAL AND BOUYANCY CALCULATIONS CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. CONSULT WITH PARK EQUIPMENT COMPANY FOR EXACT EXCAVATION DIMENSIONS AND SHIPPING INFORMATION. il� " VTR si, ly J L2 " VTR 2" VTRJ GO (35 FU) AUTOMATIC PRIMER VA1-VE WITH INTEGRAL VAGULIf 1 IBREAKER r->OMFSTIC WATER LINE V2" LINE TO TRAP FLOOR DF,:'IN SEE-5EAL NO SCALE FROM KITCF WASTE \ y �,F'\AIVrP I INIl�- 4"91,a k (5"a • y 3���1, '/Ft / (24 F.U.) 41141/all (60 F. 2 4'i /F n r-A) DF TO EXIST. CITY SAN LATERAL FOR 4" SANQI,a� � GOVT_ SEE SITE PLAN. (Il F.UJ 2 -WAY FCo " AAV J113" VTR mot,{ /FT 3 ct, "/FT 4 F.U.) 2 � /fT (1a F�uJ 2 WM 2'' AA% 211,l (2 F.U.J 2" VTR L 3n�1, "/FT CO (2 F. 3 "�li "/FT Q SK 11, II (I6 F u.) SK 2 VTR J L J �2 VTR 2 „,R Iii „/F 11,2 (4 F.U.) 5K 11i2 2 "fIi4 "/F CD (2 Ft') ,2 (2 F_UJ 5K CO 22 F L : /7 2 " MSK 3 C12 GD S ,4NIT ,4i,'T' 150"IETFIC NTS TYP. GATE VALVE 1" GW 1/2 " "w I,2 1 1 I" G LAv 1,21 ,2" HW 1' /2 " u�C LAv ,,2 3i4 / 1,2 �� U,�G 1,2 11 HW I,z �� HW I2 11 WC i /z 1,2" LAV 7-D FO� RESEAL. SH z CW I CW t•�i',2 11 LAY 5K -1, ATE Lv , ,2 SIN TO bEWCR LIN€ LAY n�1 we TYP- I, " CW TO 'z" FD F0l2 RESEAL, 1 3/ " / C 5H i2 " C 0 TO SANITARY SEWER TYPICAL APPLICATIONS INCLUDE COMMERCIAL AND INDUSTRIAL FOOD SERVICE KITCHENS WHERE EXCESSIVE GREASE MAY INTERFERE WITH THE PROPER DRAINAGE OF THE SEWER SYSTEM, THE GREASE INTERCEPTOR IS GENERALLY BURIED BELOW GRADE FOR GRAVITY FLOW SEWER SYSTEMS. A SAMPLE WELL IS UTILIZED ON THE OUTLET SIDE FOR SAMPLING BY THE LOCAL WATER AUTHORITY. ,2 HW 1,2 GW TYP. CsATE�2 VALVE n L 1,2 W,4TFF-, FIS F, 1501 Ii=TF,1IG L NTS Jn ,2 SK GENERAL NOTES: THE COMPLETE aET OF CONSTRUCTION DOCUMENTS CONSISTS OF DRAWINGS, DETAILS t SPECIFICATIONS. IN THE EVENT OF A DISCREPANCY, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND /OR ENGINEERS FOR CLARIFICATION_ ANY DEVIATION I=ROM THESE DRAWINGS, WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND /OR ENGINEERS IS PROHIBITED. GENERAL CONTRACTOR OR SUBCONTRACTORS ASSUMES FULL RESPONSIBILITY FOR ANY UNAUTHORIZED DEVIATION FROM THE INFORMATION DEPICTED IN THE CONSTRUCTION DOCUMENTS. ENGINEERS ARE NOT RESPONSIBLE OR LIABLE FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE EXISTING CONDITIONS. ANY WORK PERFORM ON THE PROPERTY PRIOR THESE CONSTRUCTION DOCUMENTS AND WILL NOT MATCH WITH THE INFORMATION IN THE EXISTING CONSTRUCTION DOCUMENTS ON CITY RECORDS OR IT WAS NOT V1515LE AT TIME OF INSPECTION OR THE WORK WAS DONE ILLEGALLY WITHOUT PERMIT BY OTHERS AND WILL CAUSE A DISCREPANCY WITH THE NEW DRAWINGS 15 THE RESPONSIBILITY OF THE CURRENT OWNER OF THE PROPERTY AT HIS OWN EXPENSE TO PERFORM ALL THE NECESSARY CORRECTIONS IN ORDER THAT ALL WORK 15 IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE AND THE LOCAL ORDNANCE AND WILL MATCH WITH THE NEW CONSTRUCTION DOCUMENTS FOR WHICI 4 WORK WILL E5E PERFORM. GREASE INTERCEPTOR SCHEDULE MODEL NO. CAPACITY US GAL GREASE CAP. (LBS) EMPTY WT (LBS ) J �2" YTR WIDTH W HEIGHT H 131JG 2�� 3" 11,2 LAY 3" vTR J��''�au: 500 1,200 F. 7' --10" 4' -4" 4' -6" 4' -6" 2 VTRJ OT -750 750 1,700 TYP. I/2 '' CW 7' -10" GO 6' -0" 6' -0" FOR RESEAL. GT -1000 1,000 2,300 GO 3 8'8" 3141, 2" 6' -0" W 3" (1-1 F.U.) (2 E5 F�.UJ 2 LAV 9' -2" 5--8" 7' -0" 7' -0" LAV GO 3' WG 3 3 FD �8 ,2 LAv 1 t/2 7' -0" 6' -0" F U: 4' -6" 5K GO 2 , ,@ 1, "/FT (4 F ;U.) 3" �'�a "/Ft (ia F.U.) 3 "QIra " /FT 3' CO 27,000 13' -0" (8 F.U.)G 7' ---0" 7' -0" 5' -6" CT-3000 3,000 6,900 30,000 13 0" 7' 0" "/F TD 8' -0" 6' -6" GT -3500 3,500 8,000 33,000 13' -0" 3„ ,01/ l/r 8' -6" 2 3 i,pt, '/FT (3 F•5•) TYP. 1112'1 CW FOR RESEAL. (2 F U) 9,240 36,000 13' -0" 7' -0" 9' -6" 9' -6" 2" NOTE: OTHER SIZES ARE AVAILABLE, CONTACT US FOR MORE INFORMATION. -� SIDEWALL SPRINKLER HEAD TUB AUTOMATIC PRIMER VA1-VE WITH INTEGRAL VAGULIf 1 IBREAKER r->OMFSTIC WATER LINE V2" LINE TO TRAP FLOOR DF,:'IN SEE-5EAL NO SCALE FROM KITCF WASTE \ y �,F'\AIVrP I INIl�- 4"91,a k (5"a • y 3���1, '/Ft / (24 F.U.) 41141/all (60 F. 2 4'i /F n r-A) DF TO EXIST. CITY SAN LATERAL FOR 4" SANQI,a� � GOVT_ SEE SITE PLAN. (Il F.UJ 2 -WAY FCo " AAV J113" VTR mot,{ /FT 3 ct, "/FT 4 F.U.) 2 � /fT (1a F�uJ 2 WM 2'' AA% 211,l (2 F.U.J 2" VTR L 3n�1, "/FT CO (2 F. 3 "�li "/FT Q SK 11, II (I6 F u.) SK 2 VTR J L J �2 VTR 2 „,R Iii „/F 11,2 (4 F.U.) 5K 11i2 2 "fIi4 "/F CD (2 Ft') ,2 (2 F_UJ 5K CO 22 F L : /7 2 " MSK 3 C12 GD S ,4NIT ,4i,'T' 150"IETFIC NTS TYP. GATE VALVE 1" GW 1/2 " "w I,2 1 1 I" G LAv 1,21 ,2" HW 1' /2 " u�C LAv ,,2 3i4 / 1,2 �� U,�G 1,2 11 HW I,z �� HW I2 11 WC i /z 1,2" LAV 7-D FO� RESEAL. SH z CW I CW t•�i',2 11 LAY 5K -1, ATE Lv , ,2 SIN TO bEWCR LIN€ LAY n�1 we TYP- I, " CW TO 'z" FD F0l2 RESEAL, 1 3/ " / C 5H i2 " C 0 TO SANITARY SEWER TYPICAL APPLICATIONS INCLUDE COMMERCIAL AND INDUSTRIAL FOOD SERVICE KITCHENS WHERE EXCESSIVE GREASE MAY INTERFERE WITH THE PROPER DRAINAGE OF THE SEWER SYSTEM, THE GREASE INTERCEPTOR IS GENERALLY BURIED BELOW GRADE FOR GRAVITY FLOW SEWER SYSTEMS. A SAMPLE WELL IS UTILIZED ON THE OUTLET SIDE FOR SAMPLING BY THE LOCAL WATER AUTHORITY. ,2 HW 1,2 GW TYP. CsATE�2 VALVE n L 1,2 W,4TFF-, FIS F, 1501 Ii=TF,1IG L NTS Jn ,2 SK GENERAL NOTES: THE COMPLETE aET OF CONSTRUCTION DOCUMENTS CONSISTS OF DRAWINGS, DETAILS t SPECIFICATIONS. IN THE EVENT OF A DISCREPANCY, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND /OR ENGINEERS FOR CLARIFICATION_ ANY DEVIATION I=ROM THESE DRAWINGS, WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT AND /OR ENGINEERS IS PROHIBITED. GENERAL CONTRACTOR OR SUBCONTRACTORS ASSUMES FULL RESPONSIBILITY FOR ANY UNAUTHORIZED DEVIATION FROM THE INFORMATION DEPICTED IN THE CONSTRUCTION DOCUMENTS. ENGINEERS ARE NOT RESPONSIBLE OR LIABLE FOR ANY DISCREPANCY BETWEEN THESE DRAWINGS AND THE EXISTING CONDITIONS. ANY WORK PERFORM ON THE PROPERTY PRIOR THESE CONSTRUCTION DOCUMENTS AND WILL NOT MATCH WITH THE INFORMATION IN THE EXISTING CONSTRUCTION DOCUMENTS ON CITY RECORDS OR IT WAS NOT V1515LE AT TIME OF INSPECTION OR THE WORK WAS DONE ILLEGALLY WITHOUT PERMIT BY OTHERS AND WILL CAUSE A DISCREPANCY WITH THE NEW DRAWINGS 15 THE RESPONSIBILITY OF THE CURRENT OWNER OF THE PROPERTY AT HIS OWN EXPENSE TO PERFORM ALL THE NECESSARY CORRECTIONS IN ORDER THAT ALL WORK 15 IN ACCORDANCE WITH THE CURRENT FLORIDA BUILDING CODE AND THE LOCAL ORDNANCE AND WILL MATCH WITH THE NEW CONSTRUCTION DOCUMENTS FOR WHICI 4 WORK WILL E5E PERFORM. GREASE INTERCEPTOR SCHEDULE MODEL NO. CAPACITY US GAL GREASE CAP. (LBS) EMPTY WT (LBS ) LENGTH L WIDTH W HEIGHT H INLET FL1 OUTLET FL2 GT -500 500 1,200 7,000 7' --10" 4' -4" 4' -6" 4' -6" 3' -0" OT -750 750 1,700 10,000 7' -10" 4' -4° 6' -0" 6' -0" 4' -2" GT -1000 1,000 2,300 13,200 8'8" 5'0" 6' -0" 6' -0" 4' -6" GT -1500 1,500 3,500 20,000 9' -2" 5--8" 7' -0" 7' -0" 3' -6" GT -2000 2,000 4,600 24,000 130 7' -0" 6' -0" 6' -0" 4' -6" GT -2500 2,500 5,700 27,000 13' -0" 7' -0" 7' ---0" 7' -0" 5' -6" CT-3000 3,000 6,900 30,000 13 0" 7' 0" 8'-0" 8' -0" 6' -6" GT -3500 3,500 8,000 33,000 13' -0" 7' -0" 8' -6" 8'6" 7' -3" GT -4000 4,000 9,240 36,000 13' -0" 7' -0" 9' -6" 9' -6" 8' -3" NOTE: OTHER SIZES ARE AVAILABLE, CONTACT US FOR MORE INFORMATION. TYP. GATI VALVE HW 22 F L .I VTR 3 SAN SUT OUT FOR Fur. USE, TYP. 1i2 " GW HOSE 4 vB YABREKER. 'f F' GATE AV TO EXIST. WATER METES FOR CONT. SEE 517E PLAN. CW ZV. TYP. GATE VALVE n� ARRESTORS HAMMER�� �,SK t,2 112" H 11 WM 1/2 ' HW 1/2,1 G l2 HW 11,2 SK HW 3 v,4 vFATE /{ C ,2 B14 2 3/4 " C 112 HW I/2 SKI 3,4"P4 - - Q. ,2 ,2 11 N&< E.W.H. 00 CAL 0 2-00 KW REF EF eD �Il X11 NOTE: BEFORE START TO WORK ON THIS JOB ALL £X15TINCz MECHANICAL WORK SHALL BE VERIFY BY MECHANICAL CONTRACTOR AND GENERAL CONTRACTOR. IN CASE ANY DISCREPANCY BETWEEN PLANS AND EXISTING CONDITIONS CONTRACTORS SHALL CONTACT IMMEDIATELY THE PROFESSIONAL- DESIGNER AND THE PROFESSIONAL DESIGNER SHALL MAKE ALL NECESSARY CHANeES. AT ANY MOMENT CONTRACTORS ARE ALLOW TO ASSUME ANY CHANGES WITHOUT THE WRITTEN CONSENT ON PROFESSIONAL DESIGNER AND ALL REQUEST SHALL BE DONE BY WRITING;. ANY DEVIATION WITHOUT THE WRITINCz CONSENT OF PROFESSIONAL DESIGNER 16 PROHIBITED. IF CONTRACTORS PERFORM ANY CHANCE OR CORRECTION WITHOUT COM" UNICATINCz THE PROFESSIONAL DESIGNER CONTRACTORS SHALL 455UME ALL RESPONSIBILITIES IN CASE ANY PROBLEM 15 ENCOUNTER. FINAL CONSTRUCTION PRICE SHALL NO BE AGREE UNTIL CONTRACTORS VISIT JOB SITE AND COMPARE APPROVED PLANS WITH THE EXISTING CONDITIONS. IN CASE PRICE 15 AGREE AND CONTRAC70R5 CHOOSE NO TO VISIT THE SITE IS HIS /HER TOTAL RESPONSIBILITY ANY D15CREPANCY FOUND DURING CONSTRUCTION, A GON57RUC,70N PRICE SHALL ONLY BE Cil BY APPROVED PLAN5 FOR LOCAL 4U71- 40RItIES. IN CASE A PRICE 15 AGREE AND THE PLANS USED AS REFERENCE ARE NOT THE ONES APPROVED BY LOCAL AUTHORITIES WITH THE STAMPS FROM CITY OR COUNTY IS THE TOTAL RE5PD5A5ILITY OF CONTRACTROR5 TO ASSUME ALL NECFSARY COST ON CHANGES NEED IT TO BE PERFORM. Revision By 4 ` .4,0 W ci IL 0 � ` Zw Q. Z J 0 rl LJJ �Il X11 � Wo O �v � II W ; J 0 _ � Z ALL! = J ��� pow LU ( � L ra ¢ (fj � N QLL. r�a1 ZJ`0 �U II CID Z 11--.11 ll 7 � �d L U- 11 �� C'n Uq�w� ECCENTRIC REDUCER L0 u �° NUI- ILL LL \\ Vl ❑ AREA BASIN -ice� 4 ` .4,0 W ci Zw Q. Z J 0 rl LJJ �? Z ca z Wo O zi W ; J 0 _ � Z ALL! = J ��� pow © ( � L ra ¢ (fj � N QLL. r�a1 ZJ`0 �U 0 4 � Z Z CL' � �d UJ LL" 0 Uq�w� ECCENTRIC REDUCER L0 u �° NUI- ILL LL F:;'LUI"15INC-� 4 i='IPINC7T LEGEND 0 RAIN WATER LEADER UNION CONNECTION 0 ROOF DRAIN FLANGED CONNECTION 0 FLOOR DRAIN ECCENTRIC REDUCER ❑ AREA BASIN -ice� CONCENTRIC REDUCER CATCH BASIN FIRE DEPARTMENT SIAMESE CONNECTION HOSE 1111110 W /VACUUM BREAKER 1]R4U)N BY. ROOF MANIFOLD PENDANT TYPE SPRINKLER HEAD L F,0 -� SIDEWALL SPRINKLER HEAD BASKET STRAINER -{i - CATE VALVE "Y" STRAINER G{�C°GIGC°C.i: -- BALANCING PLUG - ANGLE VALVE F, G _ P �-- OS k Y VALVE FLOAT VALVE CHECK VALVE(NON- -SLAM) [)'9te: 4FF, -14 -00 - FLEXIBLE CONNECTION(12" PIPE DIAMETERS -� - PRESSURE k TEMPERATURE RELIEF VALVE ( �) UP TO 24" MAX.) FLOOR CLEAN -OUT -deg BALL VALVE BUTTERFLY VALVE/ AGA APP. GAS VALVE ^OGa Is; ® FLOOR CLEAN - CUT HW SHUT -OFF VALVE Job No: �© WALL CLEAN -OUTS CW SHUT -OFF VALVE DIRECTION OF FLOW BUILDING SANITARY DRAIN OR SEWER cJ�Et: A/C AIR CONDITIONING CONDENSATE DRAIN --- - COLD WATER LINE - - - - - - HOT WATER LINE HOT WATER RECIRCULATION LINE E FIRE LINE G GAS LINE(NATURAL OR LIP) SANITARY VENT LINE SD STORM DRAIN To the best of my knowledge subject drawing comply with FBC. Dade County require a Final Letter of Compliance from Architect. ArWa4i (,�iq'�iUub�fctcWrr @yi (§i)n by Architect /Engineer. Contractor or sub contractor shall notify Architect prior any change to be done on approved drawings. it t r