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DATE SCALE - PAGE ro 12/2/ 10 1/4', — I _0,, OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB DESIGN SERVICES INC. MOBILE/ OFFICE 352-20ro-5521 OFFICE FAX 352-588-2342 F— S. HANLEY P 0 BOX 1325 -SAN ANTONIO -4 FLA, 335"Iro EMAIL: u- tu tu tu Lu 0 CHAPTER 4 SECTION 412 cq 4'2,2,3 FLOOR SURFACE. FLOORS SHALL BE GRADED AND DRAINED TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR FLOOR DRAINS SPALL DISCHARGE THROUGH AN OIL SEPERATOR TO THE SEWER OR TO AN OUTSIDE VENTED SUMP. THE SLAB WILL SLOPE FROM THIS LINE TO THE CENTER OF THE AREA AS DETERMINED BY THE DRAIN, u- SEPERATOR DRAIN tu �3 SEFERATOR FLAN OIL SEFERATOR CONTRACTOR- G, L, STEVE CONSTRUCTION IDENTIFY THE WORK AREA AND ONLY SLOPE THOSE AREAS OF THE BUILDING TO THE 4" DRAIN. ZEPHYRHILLS, FLORIDA OIL SEPERATOIRS SHALL HAVE A DEPTH OF NOT LE55 THAN JOB NAME AND ADDRF55: 24" BELOW THE INVERT OF THE DISCHARGE DRAIN. THE OUTLET OPENING OF THE SEPARATOR SHALL HAVE NOT LESS THAN AN 10" WATER SEAL. IT -SHALL HAVE A MINIMUM CAPACITY OF ro CU FT ROMA VENTURES 111 INC, FOR THE FIRST 100 SF OF AREA TO BE DRAINED, PLUS I CU FT FOR EACH ADDITIONAL 100 SF OF AREA TO BE DRAINED INTO THE PRIME STEEL BUILDINGS 4 SEPERATOR. 24'-8" u- a A TOTAL Of: 5650 SF OF AREA 15 TO BE DRAINED IN THIS uj PARCEL D" ZEPHYRHILS JU- BUILDING. THE 5EPERATOR TANK WILL BE REQUIRED TO HAVE A Q CITY AIRPORT CAPACITY OF AT LEAST 460 GAL, (U.S.). 1,45 GAL. I CU FT w ZEPHYRHILLS, FLORIDA tu tu AIRPLANE HANGER '1500 SF T, L. HANSON 4 ASSOCIATES INC. CONSULTING ENGINNEERS ENGINEERING eUSSINESS NO. EB5830 Post Orfics 15ox 1128 Dade Clt�, Florida 3352ro (352) 521-5848 Thomas L. Hanson, PE 38654 I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED OUTSIDE EDGE OF SLAB OUTSIDE EDSE OF SLAB DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER Iro, SECTION IroO(3 OF THE FLORIDA BUILDING CODE FOR THE 120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST 100'-0" SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, fRESIDENTIALAlp ALL 200S SUPPLEMENTS. THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIA151LITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS t4- 1, 1 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 T.L. HA SON F.E. LICENSE NO. 38654 E5UT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT i3E LIAf3LE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION. I P.0, BOX 1-725, DADE CITY, FLA. 3352ro