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09-1014-001' FLOOD PRO C--;RAt'1 L E(f:�END r For Compliance with Chapter 111c of the dads county code � I i Special Flood Hazard Area - Outside Special Flood Hazard Area Res Identla I New Com5tructlon ❑ Repairs, reconstruction and interior repairs or combination (Do to DAMAGE from any source).MIJST ATTACH cost at construction list, owner affidavit and an elevation survey showing existing lowest floor, lowest grade, highest crown of road elevation. ❑ Remodeling, addition, alteration interior renovdtions or combination (MUST ATTACH cost of construction list, owner affidavit and an elevation survey showing existing lowest floor, lowest grade, highest crown of road eleva vori ) Process : Zoning Lot 1 4 8 Block Plat book 16 Page 42 Address 1230 SW 63 COURT Highest Crown/Road elev.: i3.03' Highest: crown of road elevation above was taken JAVIER DE LA ROCHA rom a certified survey prepared by: PLS Lic M : 6080 ELEVA''ON Lowest Floor Garage / storage Adjacent Grade EXiSTl.4G _ PROPOSED 1358' 4 138' 4 12 -91' Tie -Beam Elevation Cartificate, is required before snaking any inspection above lowest floor and a Final Elevation Certificated Ts required before issuance of certificate of occupancy or completion (Completion HOLD 186 ) (lie-3 -3d3) call 315 -6685 O.SF.H. ( OWWde Special Floor Hazard) All Electrical and Mechanical equipment must be located at or above the Re uired Lowest Floc- Elevation . SF.H. (Special Floor hazard) Al) electrical and mechanical equipment must be iocated at or above the Bases Flcod Elevation or Required Lowest Flood Elevation whichever is higher. Lowest Flocr -Shall mean the lowest floor of the (cutest enclosed area (including basement ).An unfinished or flood - resistant erclosure, for parking of vehicles, building` access or storage in an area other than a basement area, is not considered a buildimg's lowest floors provided that such encloaure is not built as to render the structure in violation Of the app:'cable non - elevation design requirements in Section Ilc -3, Ile -4, 11c -5. Garage or 5:orage - (a,F} -lA (llc -5 -fJ) - Fully enclosesd areas below the Baae Flood Elevations shall be design to Precludes fir'shed living space except allowable uses i.e. parking, Ilmited storage and building access and shall be designed to allow for the entry and exit of flood -mater to automatically equalize hydrostatic flood forces on exterior walls. The Interior portion of such enclosed area shall NOT'loc partitioned or flntshed (flood resistant materials only) into separate rooms or air conditioned. Design for complying with this requirement must be either certified by a professional engineer or architect or meet the foilowing criteria :(I) Provide a minimum of two (2) openings having a total net area OF no less tram one (1) square inch for every square foot of enclosed area 61de.Bottom of all opening shall be no more higher than cue (1) foot above grade. Adjacent G•ade 11c2 -z - 'Shall mean the highest finish6cl grade elevation of the ground surface next to the proposed walls of the atruct�re'. Ilc -2 -GG- 'Minimum finished grade shall mean the elevation established in Dade County Flood Criteria Map at the apec}''c development site of crown of road elevation of an existing adjacent road, whichever Is higher '( or a waiver must be obta.,n). Site grading must be provided in a manner as to retain stormwater run -off within site and prevent run -off into adjacer, property as well as direct surface water run -off into lakes or canals. SLA5. ELEV 11.44' MIN \ STEEL BASE INTEGRAL W /GENERATOR 11/2'0 x 5'1 HILTi K511 2' FROM EACH CORNER 4'19 24 "O.C. SELF CONTAINED 25 KW G=ENERATOR 4' CONC SLAB W/ 'X � 6 " X 6' 10/10 LUM ON COMP FILL ' � I 12 I I��\ - - - - - -- 12" X 12" MONO FOOTING W11 *5 CONT LP GAS GENSET ON CONC SLAB A MIN ELEV 13.1' MSL. SEE DETAIL ON THIS SHT A SEPARATE PERMI' 15 REQ'D FOR THE -` GENERATOR DESCRIPTION AREA LOT COVERAGE AREA c 3,932.4 SF COVERED TERRACE 240.0 SF :xJ 12 f SELF CONTAINED 25 KW G=ENERATOR 4' CONC SLAB W/ 'X � 6 " X 6' 10/10 LUM ON COMP FILL ' � I 12 I I��\ - - - - - -- 12" X 12" MONO FOOTING W11 *5 CONT LP GAS GENSET ON CONC SLAB A MIN ELEV 13.1' MSL. SEE DETAIL ON THIS SHT A SEPARATE PERMI' 15 REQ'D FOR THE -` GENERATOR DRAINAG=E CALCULATION SWALE REQUIRED = I CF /12 SF IMP AREA LOT AREA = 14,000 SF IMPERVIOUS AREA FOOTPRINT 4,112.4 SF SLABS/WALKS 213.0 SEPTIC TANK = 40.0 POOL, DECK 4 PONDS TOTAL 5,638.4 SF MULTIPLIER = 5,639 SF/14,000.0 SF = 0.40 SWALE REQUIRED = 5,639 X 0.41 12 192.1 CF SWALE PROVIDED = 0.5 CF /I LF OF SWALE LF OF SWALE REQUIRED 385A LF LF OF SWALE PROVIDED = 4353 LF —. -1-2 1, -ro OF SWALE I mo' EL + 0' -0' -._O'- " 4- ! BOTTOM OF SWALE SECTION a SWALE N.T.S. I j I ., .... cv QDENOTES SWALE TO RETAIN A - --- - __- _. 1— BETWEEN DRAINFIELD 4 RESERVE ALL RAINWATER ON SITE. SEE DETAIL t CALCS ON THIS SHIET i Suburban Pro 1491 N. E. 130th Street N. Miami, FL 33161 305,. - 9 -83 Qualifier 1' o Job Adctress 72 3o Sze-) 63� , Lon3ost Run 96 r -i )tai 3TU`s �o�y plio I SLOPE STUCCO TOWARDS INTERIOR - r 8' X 12' CONC TIE W/4 05'S 4 03 TIES " a 12' O:C. STUCCO ON 8' CONC BLK . ••_ r / W11 e5 TIE DOWN IN CELL FiLLED W /CONC + 4' O.C. 4 e ENDS 4 CORNERS I • I F j�j -- MIN 30' REBAR OVERLAP 3/41 , 11_01 DENOTES SWALE TG RETAIN O ALL RAINWATER ON BITE. SEE DETAIL 4 CALCS Opt THIS SHEET NOTE: SEPTIC TANK INSTALLER SHALL VERIFY THAT DRAINFIELD iS 100 FT AWAY FROM SUPPLY WELL 51TE PLAN N AZ2\ i' = 10' AREA SCHEDULE DESCRIPTION AREA LOT COVERAGE AREA c 3,932.4 SF COVERED TERRACE 240.0 SF :xJ 12 14,000 SF DRAINAG=E CALCULATION SWALE REQUIRED = I CF /12 SF IMP AREA LOT AREA = 14,000 SF IMPERVIOUS AREA FOOTPRINT 4,112.4 SF SLABS/WALKS 213.0 SEPTIC TANK = 40.0 POOL, DECK 4 PONDS TOTAL 5,638.4 SF MULTIPLIER = 5,639 SF/14,000.0 SF = 0.40 SWALE REQUIRED = 5,639 X 0.41 12 192.1 CF SWALE PROVIDED = 0.5 CF /I LF OF SWALE LF OF SWALE REQUIRED 385A LF LF OF SWALE PROVIDED = 4353 LF —. -1-2 1, -ro OF SWALE I mo' EL + 0' -0' -._O'- " 4- ! BOTTOM OF SWALE SECTION a SWALE N.T.S. I j I ., .... cv QDENOTES SWALE TO RETAIN A - --- - __- _. 1— BETWEEN DRAINFIELD 4 RESERVE ALL RAINWATER ON SITE. SEE DETAIL t CALCS ON THIS SHIET i Suburban Pro 1491 N. E. 130th Street N. Miami, FL 33161 305,. - 9 -83 Qualifier 1' o Job Adctress 72 3o Sze-) 63� , Lon3ost Run 96 r -i )tai 3TU`s �o�y plio I SLOPE STUCCO TOWARDS INTERIOR - r 8' X 12' CONC TIE W/4 05'S 4 03 TIES " a 12' O:C. STUCCO ON 8' CONC BLK . ••_ r / W11 e5 TIE DOWN IN CELL FiLLED W /CONC + 4' O.C. 4 e ENDS 4 CORNERS I • I F j�j -- MIN 30' REBAR OVERLAP 3/41 , 11_01 DENOTES SWALE TG RETAIN O ALL RAINWATER ON BITE. SEE DETAIL 4 CALCS Opt THIS SHEET NOTE: SEPTIC TANK INSTALLER SHALL VERIFY THAT DRAINFIELD iS 100 FT AWAY FROM SUPPLY WELL 51TE PLAN N AZ2\ i' = 10' AREA SCHEDULE DESCRIPTION AREA LOT COVERAGE AREA BUILDING FOOTPRINT 3,932.4 SF COVERED TERRACE 240.0 SF TOTAL COVERAGE 4.112.4 SF 14,000 SF - IMPERVIOUS AREA 15 FT BUILDING FOOTPRINT 4,112.4 SF WALKS /SLABS 213.0 SF POOL, SPA 4 DECK 1,030.1 SF PONDS 182.9 SF TOTAL IMPERVIOUS AREA 5,598.4 SF - 31' -8' PERVIOUS AREA REAR DRIVEWAY 8248 SF MASTER BEDROOM GARDEN 61.1 SF TOTAL PERVIOUS AREA 885.6 SF - V -2'/ r - CUMULATIVE WiDI'H A/C AREA - _ AREA UNDER A/C 3411.6 SF .. l UMBING PLAN I! PIPE TO BE iN EEVE WiTHIN if' TiC SYSTEM I )E If CONTROH iN BOX EXIST ETER. CoO�RD �I UI i i 1 29' -0' NOTE: ALL RAINWATER SHALL BE RETAINED ON 511"E IN ACCORDANCE WITH STORMAWATER ORDINANCE 5EPTIC TANK NOTE: THERE ARE NO PERTINENT FEATURES ON Ar,.,ACENT PROPERTIES 4 ACROSS THE STREET THAT i''.AY AFFECT THE SYSTEM INSTALLATION ZONING LEGEND SINGLE FAMILY (STRICT RS -3 DESCRIPTION ALLOWED PROPOSED AREA 90 AREA qo LOT AREA 10000 SF - 14,000 SF - FRONTAGE 15 FT - 100 FT - SETBACKS FRONT 25' -0' - 31' -8' - REAR 25' -0' - 43' -6' - INTERiOR SIDE 1' -6' - V -2'/ r - CUMULATIVE WiDI'H 20' -0' - _ 21' -1' - MAX BUILDING= 1�HT OC STORIES 2 HEIGHT 25' -0' - MAX LOT COVERAGE 4,200 SF 30% - 40112.4 SF 29,8 96 MAX IMPERVIOUS AREA 5,600 SF 4090 5,598.4 SF 39.9 qa PERVIOUS AREA - - 895 6 SF - n � � CITY OF SOU,rvi MIAMI t BUILDM S'TRUCTU A, EGT10N rr 3+;PPP.(y4E0 BY - 77 I . e l iF I r , m 0 Q ,Q J U- 8 C E L 0- r 8 8 m Q 0 C �, 0 t •t 61 C v \ C 4t d) UC OC Q m � m n � � f— til U� U�� N WO (P i boa) QQ i 4 IUQ� LL �m r AN nq DRAM DYE WILLIAM PLASNCIA 1 SHEET NUMBER = I- -41 A