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05-930(2)-001ALLOWED REQUIRED EXISTING MAX. BUILDING COVERAGE FIRST FLOOR 9,999.94 X 30% = 2,999.98 SQ. FT. 2 8 T. 2ND FLR BUILDING COVERAGE 2 998.65 X 60% = 1 799.19 SQ. FT. 1 777.64 SQ. FT. 0 .MAX. IMPERVIOUS COVERAGE 9,999.94 X 40% = 3,999.98 SQ. FT. 3,857 SQ. FT. 1 Fir--AST I DING HEIGHT MIDPOINT OF TOP OF RIDGE 251-000 24 —9" SETBACK REQUIREMENTS: ALLOWED REQUIRED EXISTING PAGE SOUTH 56 TERRACE 17'-6" WEST INTERIOR SIDE 8'-3 5/8" 8' -11" EAST INTERIOR SIDE 8'-3 5/8" 15'— 1 to I NORTH REAR 25' -0" 25' -0" BUILDING AREA CALCULATIONS DESCRIPTION GROUND FLOOR SECOND FLOOR TOTAL GRADE EXISTING (AVERAGE) GRADE A/C SPACE 1,980.69 SQ. FT. 1,495.00 SQ. FT. 3,475.69 SQ. FT. GARAGE 417.61 SQ, FT N/A 417.61 SQ. FT ENTRY 76.68 SQ. FT. N/A 76.68 SQ. FT. TERRACE 523.67 SQ. FT. I N/A 523.67 SQ. FT. TOTAL 2,998.65 SQ. FT. 1 1,495.00 SQ. FT. 4,493.65 SQ. FT. IMPERVIOUS CALCULA T O DESCRIPTION TOTAL EXISTIN TOTAL PROPOS POOL & DECK 845 SQ. FT. 892 SQ. FT. CONCRETE PADS 155 SQ. FT. 229 SQ. FT. EXTERIOR TOTAL 1000 SQ. FT. 1121 SQ. FT. BUILDING TOTAL 2,857 SQ. FT. 2,857 SQ. FT. ITOTAL IMPERVIOUS AREA 3,857 SQ. FT. 3,978 SQ. FT. DADE COUNTY FLOOD PLAIN MANAGEMENT PROGRAM LEGS FLOOD ZONE: X ADDRESS: 5821 S.W. 56 TERRACE HIGHEST CROWN OF ROAD: 13.74' ELEVATION LOWEST FLOOR GARAGE /STORAGE GRADE EXISTING (AVERAGE) GRADE GROSS AREA OF SITE: 11,984.36 SQ. FT. 13.55' [—PROPOSED 14.55' = 0' -0" 14.13' (AVG.) 13.84' (AVG.) LEGAL DESCRIPTION: ZONING SUMMARY: LOT 59 BLOCK 1 OF "GABLES EDGE," ACCORDING SINGLE FAMILY DISTRICTS ZONING TO THE PLOT THEREOF, AS RECORDED IN PLAT PROJECT ADDRESS: 5821 S.W. 56 TERRACE BOOK 94, AT PAGE 54, OF THE PUBLIC ZONING DISTRICT: RS -3 RECORDS OF MIAMI —DADE COUNTY, FLORIDA GROSS AREA OF SITE: 11,984.36 SQ. FT. ARCHITECTURAL LEGEND NET AREA OF SITE: 9,999.94 SQ. FT. Fil 6' -0" C.M.U. PRIVAY WALL (SEE SHEET S3.2 FOR DETAILS) SITE PLAN LEGEND 0 3' -6" X 6' -0" MTL. GATE 0.0' 3" — 4" DIA. WHITE EGG ROCK 15 —}-- EXISTING TOP OF GRADE F-31 VOID 17 EXISITNG WATER METER BOX FOR NEW 1" 5' -6" X 2' -10" CONCRETE SLAB W/ PAVERS 0.00' PROPOSED TOP OF GRADE Q OUTDOOR SPEAKER SEE SHEET P1 FOR CONTINUATION 20 EXIST. 8" PVC SANITARY MAIN PROPOSED DIRECTION OF SLOPE 0 10' EASEMENT - EXISTING POOL DECK W/ BRICK PAVERS. D BEAM LINE BELOW (TYP.) D 16" SQUARE CMU PILLAR (TYP.) ® NEW 2" DEEP BED OF GRAVEL AS PERVIOUS WALKWAY SURFACE. L8 ROOF LINE BELOW (TYP.) [9 A/C COMPRESSOR 63 10 DRIVEWAY W/ GRASS BLOCK 60 11 BRICK PAVERS 12 CANOPY AWNINGS 58 13 EXISTING 6' HIGH C.B.S. WALL 14 3" — 4" DIA. WHITE EGG ROCK 15 3' -3 1/2" X 2' -6" CONCRETE SLAB W/ PAVERS 16 EXISTING ELECTRICAL TRANSFORMER 17 EXISITNG WATER METER BOX FOR NEW 1" WATER SERVICE 1s EXISTING UNDERGROUND 1000 GAL STEEL L.P. GAS TANK POLICOATED 19 SEE SHEET P1 FOR CONTINUATION 20 EXIST. 8" PVC SANITARY MAIN F211 GRAVEL BED - EXISTING POOL DECK W/ BRICK PAVERS. POOL TO BE CENTERED ON 23 16" SQUARE CMU PILLAR (TYP.) A,, NEW CONCRETE SLAB (2,500 PSI MIN.) W./ 10 -10 6 "X6" W.W.M ON WELL COMPACTED FILL (SEE SPECIFIC DIMENSION ON SHEET A -1) TOP OF SLAB ELEVATION = + - 13.97 — III -1 I I III I I I I III -I T� WELL COMPACTED FILL STRUCTURAL NOTE: 1.) EMERGENCY GENERATOR WEIGHT 1,300 LBS. THE DEAD WEIGHT OF THE GENERATOR IS SUFFICIENT TO COUNTER THE LATERAL WIND FORCE PURSUANT TO THE REQUIREMENT OF THE FLORIDA BUILDING CODE. 2.) ALL EQUIPMENT SHALL BE ANCHORED TO CONC. SLAB USING J "X 3" TAPCONS. TYPICAL EQUIPMENT PAD DETAIL FOR 5 EMERGENCY GENERATOR AND POOL EQUIPM -1 SCALE: 1/2 If= i I-off. n _ A k CONC. CURB 8" GRAVEL BED- . �•. COMPACT FILL CURB DETAIL -� SCALE: 1/2"=l'-0" 4 "x4" P.T. WOOD POSTS ® 6' -0" 0. C. DECK 2 "x4" HORIZONTAL P.T. WOOD 1 "x6" VERTICAL P.T. — WOOD 2 "x4" HORIZONTAL P.T. WOOD 2 "x4" HORIZONTAL P.T. WOOD TOP OF CURB WALL ELEVATION = +/- 13. WD. FENCE SECTION SCALE: 1/2"=V-0" sm 0 om m r O I Fj CONTINUOUS - TRENCH DRAIN 27 4" 6" ,4 ,k ,Ir KEY STONE — 4 "x4" P.T. WOOD — POSTS 0 6' -0" O.C. CONC. BASE @ EA. WD. FENCE POST _SCALE: 3/A " =1' -0" COMPACT FILL— -1111 III- TRENCH DRAIN DETAIL SCALE: 3/4 " =1' -0" a Z r+ 3 y �A • 0- a AA SITE PLAN SCALE: 1/8"=V-0" T.O.S. ELEV. 0' -0" = 14.55' SW 56th STREET LOCATION MAP NOT TO SCALE SW 56th TERRACE D, A -A O 0 O 0 O 0 O 0 0 0 0 0 0 RoOBERT TARAFA A R C H I T E C T ROBERT TARAFA 6501 N.W. 36 ST., SUITE 101 MIAMI, FL 33166 Phone: 305.876.1440 Fax: 305.876.1441 •CIVIL •STRUCTURAL •L A N D S C A P E •DESIGN CONSULT: .M /E /P PROPOSED SINGLE FAMILY RESIDENCE 5821 S.W. 56 TERRACE LOT 59 BLOCK 1 SUBDIVISION GABLES EDGE JOB NUMBER: 2005.001 DATE: 5/26/05 REVISIONS /SUBMISSIONS: Q -22 -O6 ADDED EMERGENCY GENERATOP L.P. GAS TANK POOL EQUIPMENT LAWN SPRINKLER PUMP -AND WOOD FENCE Q6 -7 -06 HOUSE KEEPING PAD DETAIL WITH PROPOSED ELEVA71ON ©12 -06 -06 NEW PERVIOUS WALKWAYS AND DRIVEWAY EXTENSION O O A SEAL: i •Qpf A, 1 X. , '- AR iV0.:,`.,e000 701 DRAWING TITLE: SITE PLAN DRAWING NO: 1 i 63 62 61 60 58 LOCATION MAP NOT TO SCALE SW 56th TERRACE D, A -A O 0 O 0 O 0 O 0 0 0 0 0 0 RoOBERT TARAFA A R C H I T E C T ROBERT TARAFA 6501 N.W. 36 ST., SUITE 101 MIAMI, FL 33166 Phone: 305.876.1440 Fax: 305.876.1441 •CIVIL •STRUCTURAL •L A N D S C A P E •DESIGN CONSULT: .M /E /P PROPOSED SINGLE FAMILY RESIDENCE 5821 S.W. 56 TERRACE LOT 59 BLOCK 1 SUBDIVISION GABLES EDGE JOB NUMBER: 2005.001 DATE: 5/26/05 REVISIONS /SUBMISSIONS: Q -22 -O6 ADDED EMERGENCY GENERATOP L.P. GAS TANK POOL EQUIPMENT LAWN SPRINKLER PUMP -AND WOOD FENCE Q6 -7 -06 HOUSE KEEPING PAD DETAIL WITH PROPOSED ELEVA71ON ©12 -06 -06 NEW PERVIOUS WALKWAYS AND DRIVEWAY EXTENSION O O A SEAL: i •Qpf A, 1 X. , '- AR iV0.:,`.,e000 701 DRAWING TITLE: SITE PLAN DRAWING NO: 1 i