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INLET 4' <br />MINIMUM <br />CLEANOUT <br />I GRADE FOR PAVING <br />i <br />I AS REQUIR <br />s <br />E, TEE <br />INLET ._. — <br />I <br />I GROUT <br />PRECAST CON <br />GREASE OR SNCEPTIC <br />TANK (OTHER TYPES <br />SHALL BE SUBMITTED <br />FOR REVIEW) <br />7 <br />—GAS TIGHT MANHOLE FRAME AND COVER <br />FOR TRAFFIC DUTY ANTICIPATED <br />20" DIAMETER MINIMUM. <br />PLAN VIEW <br />SELF SEALING MANHOLE COVER <br />INLET & OUTLET SHALL BE — <br />ACCESSIBLE UNDER MANHOLE <br />COVER <br />22" DIA. PRECAST <br />CLEANOUT MANHOLE <br />BARREL SECTION <br />OUTLET 4' <br />MINIMUM <br />CLEANOUT. <br />TOP REINFORCED FOR <br />TRAFFIC ANTICIPATED. <br />/m"" 6" THICK CONC. PA. TYP. <br />4" PIPE MIN.' <br />EQUAL TO <br />r 2 1 /2" MIN. <br />ET <br />5' MIN. <br />WATER LEVEL <br />k1250 <br />MINIMUM 2/3 OF TOTA <br />GAL MIN. <br />LIQUID CAPACITY1/3 <br />TOTAL <br />ACITYIMUM <br />NOTES: <br />STRUCTUAL DESIGN OF GREASE TRAP SHALL BE IN <br />ACCORDANCE WITH CHAPTER 10d-5 OF FLORIDA <br />ADMINISTRATIVE CODES. <br />GROUT <br />OUTLET <br />MIN. 2" BELOW <br />INLET <br />NOT TO SCALE <br />DIES: <br />1. ACCESS FOR MONITORING THE INLET AND OUTLET PIPE FITTINGS OR BAFFLES SHALL BE PROVIDED FROM MANHOLES. CLEANOUTS <br />SHALL BE INSTALLED BEFORE THE FIRST GREASE INTERCEPTOR AND WITHIN TWO FEET AFTER THE LAST INTERCEPTOR IN THE SERIES. <br />2, GREASE INTERCEPTOR (OR INTERCEPTORS) SHALL BE DESIGNED TO PRODUCE A CLARIFIED EFFLUENT ACCEPTABLE TO THE CITY OF ZEPHYRHILLS <br />STANDARDS. <br />CITY OF ZEPHYRHILLS DECEMBER2015 <br />I f4 STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Sml <br />PHONE (813)780-0029 FAX (813)780-0613 <br />GREASE <br />TRAP SIZING <br />RESTAURANTS <br />SEATS = 69 DINING <br />SEATS <br />GALLONS OF WASTE <br />PER SEAT = 10 GALLONS <br />(10—SINGLE SERVICE; <br />25—DISHMACHINE/CHINA) <br />HOUR OF OPERATION <br />= 16 HOURS / 12 <br />LOADING FACTOR = <br />1.0 OTHER HIGHWAY <br />69 X 10 X 16/12 X <br />1.0 = 920 <br />(1) 1,250—GALLON GREASE INTERCEPTOR REQUIRED <br />SIZING BASED ON FLADMIN.CODE RULE#64E-6, PER <br />FBC—PLBG, 1003.3.4, EXCEPTION, USING AN OUTDOOR <br />GREASE INTERCEPTOR. <br />GftEA5E INTERCEPTOR SIZING: <br />THE PLUMBING ENGINEER OF RECORD FOR THE SHELL HAS SIZED GREASE <br />INTERCEPTOR BASED ON THE TENANT'S PROPOSED USE. THE UNIT SPECIFIED <br />SHALL BE THE BASIS OF THE CONTRACTOR'S BIDS. PRIOR TO <br />CONSTRUCTION, STARBUCKS WILL PROVIDE A COMPLETE SET OF INTERIOR <br />FINISH —OUT PLANS THAT WILL INCLUDE SIZING OF GREASE INTERCEPTOR. <br />FOR THIS REASON, THE SIZE SHOWN ON THE SHELL DOCUMENTS ARE <br />SUBJECT TO CHANGE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR <br />SUBMIT SHOP DRAWINGS OR ORDER GREASE INTERCEPTOR UN11L THE <br />INTERIOR FINISH —OUT DOCUMENTS HAVE BEEN FINALIZED. THE ARCHITECT <br />SHALL IMMEDIATELY NOTIFY THE GENERAL CONTRACTOR UPON RECEIPT AND, <br />AT THAT TIME, WILL MAKE HIM AWARE OF ANY NECESSARY CHANGES. <br />.FT <br />NOTE: MOUNT FROM JOISTS WITH (2) UNISTRUT, <br />1 /2" RODS, AND BEAM CLAMPS <br />PACKAGED BOOSTER SYSTEM SCHEMATIC <br />SCALE: NONE <br />CLEANOUT & ACCESS COVER TO BE <br />FLUSH W/TOP OF FLOOR —\ <br />BALANCE OF PIPIT AS CLEANOUT TO GRADE'. ��— ` BALANCE OF PIPING SAME AS <br />CLEANOUT TO GRADE. <br />FLOOR CLEANOUT (FCO) <br />SCALE: NONE <br />FLOOR LINE <br />ROOF DECK <br />PROVIDE SLEEVE I <br />REQUIRED BY ROO DECK <br />PROVIDE TRANSITION TO <br />3" VENT THRU ROOF <br />PROVIDE A ONE PIECE SPUN ALUMINUM <br />BASE, WITH GRADULATED STEPPED PVC <br />BOOT, AND ADJUSTABLE STAINLESS <br />STEEL CLAMPS. <br />ROOF MASTIC <br />ROOF INSULATION <br />ROOF DECK <br />—ANCHOR PIPE TO ROOF DECK OR JOIST <br />WITH U—BOLT AROUND PIPE AND ANGLE <br />IRON WELDED OR SCREWED TO ROOF <br />DECK OR JOIST. <br />STEPANEK-LEWIS' <br />4AND ASSOCIATES <br />)2257 TWELVE OAKS WAY, SUITE 103 <br />WESLEY CHAPEL, FL 335" <br />PH (813) 991-1248 <br />CERT. AUTH. # 8397 18-0 11 <br />MATTHEW D. LEWIS, P.E. FL LIC#56189 I <br />UBLESS PIPE CONNECTORS <br />REFER TO PLANS FOR VTR LOCATIONS. PROVIDE MINIMUM <br />OF 10 FT FROM ALL FRESH AIR INTAKES. PROVIDE 1" <br />FIBERGLASS INSULATION WITH ALL —SERVICE JACKET ON <br />VENT PIPE INSIDE OF BUILDING WITHIN 6 FT OF VTR <br />VENT THRU ROOF DETAIL LOCATION. COORDINATE AND VERIFY FLASHING AND <br />f`r)I IMTF'p I'I A4ZWIAII: WITH RfN1FIM(- rt')NTRAP:TnP <br />SCALE: NONE <br />GRADE OR PAVING <br />CLEANOUT <br />ASSEMBLY <br />SAME SIZE AS SEWER <br />UP TO 8" DIA. <br />SEWER MATERIAL <br />AND SIZE AS <br />SPECIFIED <br />—COVER FOR <br />DUTY REQUIRED <br />46- THICK CONCRETE <br />LONG SWEEP 114 <br />BEND OR COMBBINATION <br />"Y" AND 1/8 BEND <br />2-WAY GRADE CLEANOUT DETAIL (COT. G) <br />SCALE: NONE <br />FIXTURE & CONNECTION SCHEDULE <br />BRANCH SIZE <br />FIXTURE <br />TAG <br />MANUFACTURER/MODEL <br />REMARKS <br />DRAINAGE <br />WATER <br />WASTE <br />VENT <br />COLD <br />HOT <br />FLOOR CLEANOUT <br />FCO <br />-- <br />-- <br />-- <br />-- <br />ZURN # Z1400—ZB <br />"LEVEL—TROL" ADJUSTABLE FLOOR CLEANOUT, DURA—COATED <br />CAST—IRON, POLISHED BRONZE TOP, ADJUSTABLE TO FLOOR FINISH. <br />HOSE BIBB <br />HB-1 <br />-- <br />-- <br />3/4" <br />-- <br />WOODFORD # B65 <br />HOSE BIBB: FREEZELESS WALL HYDRANT, FLUSH WALL BOX, POLISHED <br />BRASS FACE PLATE, BRONZE CASING, HOSE CONNECTION WITH INTEGRAL <br />VACUUM BREAKER, WHEEL HANDLE. T—KEY FOR BOX. <br />BOOSTER PUMP <br />BP-1 <br />-- <br />-- <br />2" <br />-- <br />DURAMAC # 17052RO20PC1 <br />SEPARATE LINE ITEM — PACKAGED DOMESTIC WATER PRESSURE BOOSTER SYSTEM. <br />SYSTEM TO INCLUDE 3/4—HP MOTOR AT 120—VOLTS, PROVIDING 40—PSI BOOST, <br />PROVIDE SEPARATE <br />NOTE :ONLY REQUIRED IF SITE <br />PRESSURE CANNOT MEET TENANT <br />10—GPM. PROVIDE ALL COMPONENTS NECESSARY FOR COMPLETE INSTALLATION <br />INCLUDING, BUT NOT LIMITED TO: 2—GALLON TANK, UNIONS, BALL VALVES, AND <br />LINE ITEM PRICE <br />MINIMUM PRESSURE IN LEASE. <br />PRESSURE REDUCING VALVES. <br />OOTG <br />ovf <br /><�\ ram. <br />•� I <br />SANITARY ISOMETRIC RISERS <br />SCALE: NONE <br />3/4"CW <br />1-1 /2"CW <br />SERVICE <br />�— BP-1 <br />3/4"CW�--��,-�Y� g�TO BE MOUNTED <br />BELOW JOISTS (TYPICAL) <br />-1—3/4"CW . 1-1/2"CW <br />�19 � <br />3/ 4"CW--// <br />TOTAL WATER FIXTURE UNITS x <br />ALLOWABLE PER FBC—P TABLE E201.1 <br />= 151 WFU NOT MORE THAN 200—FT <br />WATER ISOMETRIC RISERS <br />SCALE: NONE <br />