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DATE : SCALE: / 11 1/4 FDAGE OUTSIDE EDGE OF SLA15 OUTSIDE EDGE OF SLAB IN IN DESIGN SERVICES INC, MOIBILE/ OFFICE 352-20ro-552-1 OFFICE FAX 352-5e&-2342 F-5 IRR H A4 N L E= Y P 0 eOX 1325 SAN ANTONIO FLA, 3351ro u- in EMAIL: hanlegoro-sembarqmail.com Lu 0 u- Lu Lu �3 Lu �3 CHAFTER 4 SECTION 412 4'2,2,3 FLOOR SURFACE. FLOORS SHALL BE GRADED AND DRAINED TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR FLOOR DRAINS SHALL DISCHARGE THROUGH AN OIL 6EPERATOR TO THE SEWER OR TO AN OUTSIDE VENTED SUMP. THE SLAB WILL,5LOPE FROM THIS LINE OIL BEFERATOR AT A MIN OF 5% 0:200) TO THE CENTER OF THE AREA AS DETERMINED BY THE DRAIN. IDENTIFY THE WORK AREA AND ONLY SLOPE THOSE AREAS OF THE BUILDING TO THE 4" DRAIN. OIL BEPERATORS SHALL HAVE A DEPTH OF NOT LESS THAN 24" BELOW THE INVERT OF THE DISCHARGE DRAIN, THE OUTLET OPENING OF THE SEPARATOR SHALL HAVE NOT LESS THAN AN 18" WATER SEAL. IT SHALL HAV�E A u- MINIMUM CAPACITY OF ro CU FT FOR THE FIRST 100 SF OF AREA TO eE DRAINED, PLUS I CU FT FOR EACH ADDITIONAL ui SEPERATOR u- 100 SF Or- AREA TO BE DRAINED INTO THE SEPERATOR. ci ui 4" DIR AIN A TOTAL OF 5ro5O SF OF AREA 15 TO BE DRAINED IN THIS ui BUILDING. THE 5EPERATOR TANK WILL BE REQUIRED TO cl, Lu HAVE A CAPACITY OF AT LEAST 4roO GAL, (U,S,), lu 1,40 GAL, = 1 CU FT UNDERGROUND PIPING AND COMPONTENTS USED IN :3 DRAINAGE SYSTEMS SHALL BE NON-COMBUSTIBLE AND INERT TO FUEL. (E,G. STEEL, DUCTILE, IRON OR CONCRETE) SUCH 5YSTEM5 SHALL BE DE51GNED WITH SUITABLE TRAPS OR BE PROVIDED WITH ADEQUATE VENTILATION TO PREVENT VAPOR MIXTURES FROM FORMING WITHIN THE UNDERGROUND SYSTEM. SEFERATOR FLAN CONTRACTOR: SEE THE 51TE PLAN FOR THE SEPERATOR TANK LOCATION G, L. STEVE CONSTRUCTION ZEFHYf;RHILLS, FLORIDA JOB NAME AND ADDRESS- 4" NON-COMeUSTIBLE DRAIN TO THE -SEPERATOR TANK ROMA VENTURES 11, INC, PRIME STEEL BUILDINGS 24'-8" uj PARCEL "D" ZEFHYRHILS W CITY AIRPORT lu ZEPHYRHILL5, FLORIDA ui AIRPLANE HANGAR -1500 SF T, L. HANSON �:3 4 ASSOCIATES INC. CONSULTING ENGINNEERS ENGINEERING BUSSINESS NO, Ee583O Po5t OfFice Box 1128 Dade Cltq, Florida 3352ro Thomar. L� Hanson, PE 3&&54 I HEREIBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB Iro, SECTION IroOS OF THE FLORIDA iBUILDING CODE FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, 100'-0" RESIDENTIAL AND ALL 200S SUPPLEMENTS. THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO I-IAE51LITY INSURANCE AND THEREFORE AGREES TO HOLD HARML-Ee�s T.L. HANSON P.E. LICENSE NO. 35654 IDEMNIFY, AND DEFEND DESIGNER FROM CLAIMS, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS OUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION. P.0, E!�OX 1'72a, DADE CITY, FLA. 33526