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- Willa Washington
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7 77'-0" 77'-0" 40'-4" 9'-0" 0'-0" 1'-4" Site Plan Maximum Impervious Coverage Scale: /2"=1'-0" SET BACK (REAR) SET BACK (FRONT) 140'-0" 60'-8" 52'-4" 27'-0" 11'-8" 11'-8" 8'-8" 1'-8" FUTURE POOL POOL DECK & 784 sf '-10" 7 76 sf 8 72 sf 9 76 sf '-8" '-0" 1'-6" 7'-2" 57'-4" ONE STORY SINGLE FAMILY RESIDENCE 4 6 sf 5 60 sf 6 6 sf MAIN BUILDING 2,9 sf MOTOR COURT 1'-0" 1'-4" 15'-0" 1'-4" 1 6 sf 2 60 sf 6 sf 17'-2" 6'-4" 20'-0" 6'-0" 6'-4" A/C 1 A/C 2 60'-8" 46'-8" 2'-8" 140'-0" Site Plan Maximum Building Coverage Scale: /2"=1'-0" SET BACK (REAR) SET BACK (FRONT) 140'-0" 60'-8" 52'-4" 27'-0" 11'-8" 11'-8" 1'-8" '-10" O P E N.75:.75: 1" '-8" 7'-2" 57'-4" ONE STORY SINGLE FAMILY RESIDENCE FUTURE POOL & POOL DECK MAIN BUILDING 2,9 sf MOTOR COURT 1'-0" A/C 1 A/C 2 60'-8" 46'-8" 2'-8" 140'-0" sf 6'-4" 8" 7'-2" 8" '-0" 10'-0" '-8" NEW OAK TREE (1) 4' H. CLEAR TRUNK, '-0" H., 4" CALIPER EXISTING OAK TREES (2) S W 6 4 t h C o u r t C L S W 6 4 t h C o u r t CROWN OF ROAD ELEV +.24' N.G.V.D. C L Notes: 14 Madrid Street, Coral Gables, Florida 14 AND EFFORTS OF IT'S CONTENT IS 741 SW 64th Ct. Miami, Florida Zoning Calculations Site Plan DELIVERY :.2.14 A101.1 A101.1
8 77'-0" Site Plan Scale: 1/8"=1'-0" SET BACK (REAR) SET BACK (FRONT) 140'-0" 60'-8" 52'-4" 27'-0" EXISTING CHAIN LINK FENCE 5'-0" 4'-0" H CHAIN LINK FENCE W/ 6'-0" W CHAIN LINK GATE W/ SELF CLOSING & SELF LATCHING HARDWARE 11'-8" SLOPE GRADE DN. 1 4":" TO MEET EXISTING GRADE EXISTING WATER METER (VIF) 11'-8" EXISTING WATER MAIN (VIF) 9'-0" 8'-8" 10'-0" 1'-8" BRICK PAVERS OVER 6" OF WELL COMPACTED VIRGIN SAND BASE, OVER 6" OF WELL COMPACTED CRUSHED LIME ROCK SUB-BASE. (SEE DETAIL THIS SHEET) 10'-0" 6'-0" 1'-0" O P E N 40'-4".75:.75: 1 4":" '-8" 0'-0" 1" '-0" 1'-6" 1 4":" 1 4":" 1 4":" 1 4":" 1 4":" 1 4":" 1 4":" 1 4":" 1 4":" 1 4":" 1 4":" FINISH FLOOR ELEV NGVD 8" 6'-4" 8" 7'-2" 8" 1 4":" 6'-0" 57'-4" 1'-0" 666 SQ. FT. FUTURE LANDSCAPE DRAIN FIELD POOL & AREA DECK ONE STORY SINGLE FAMILY RESIDENCE 1'-0" 6'-0" 10'-0" '-0" 6'-0" SLOPE GRADE DN 1 4":" TO MEET EXISTING GRADE SLOPE GRADE DN 1 4":" 1/8":" 1'-4" MOTOR COURT 1'-0" 10'-0" 17'-8" 29'-8" 1'-0" 17'-2" 1/8":" 10'-0" 5'-0" 1,050 GAL. SEPTIC TANK 6'-4" 8" 6'-0" 8" 6'-4" 5'-0" 20'-0" A/C 1 A/C 2 '-8" EXISTING WOOD FENCE A/C CONC PAD 5'-0" LANDSCAPE SCREENING OF A/C EQUIPMENT SLOPE GRADE DN 1 4":" TP MEET EXIST'G 4'-0" H CHAIN LINK FENCE W/ '-0" W CHAIN LINK GATE W/ SELF CLOSING & SELF LATCHING HARDWARE EXISTING METAL FENCE EXISTING STONE WALL 60'-8" 46'-8" 2'-8" 140'-0" Driveway Pavers Edge Detail Scale: 1 1/2"=1'-0" EXISTING SOIL 6" WELL COMPACTED CRUSHED LIMEROCK SUB-BASE RIGID PAVER EDGE RETAINER (BY PAVE TECH OR EQUAL) 6" WELL COMPACTED VIRGIN SAND BASE SOD TOP SOIL 1 1 2" BRICK PAVER Notes: NOTE: PER SECTION (G) (2), TRIANGLE OF VISIBILITY SHALL BE FREE OF VISUAL OBSTRUCTIONS BETWEEN A HEIGHT OF ' AND 6' ABOVE THE ESTABLISHED GRADE TRIANGLE OF VISIBILITY R5'-0" R5'-0" S W 6 4 t h C o u r t CROWN OF ROAD ELEV +.24' N.G.V.D. C L TRIANGLE OF VISIBILITY 14 Madrid Street, Coral Gables, Florida 14 AND EFFORTS OF IT'S CONTENT IS 741 SW 64th Ct. Miami, Florida Site Plan DELIVERY :.2.14 A101 A101
9 ROOF OVERHANG ABOVE 7 4'-0" H CHAIN LINK FENCE W/ '-0" W CHAIN LINK GATE W/ SELF CLOSING / SELF LATCHING HARDWARE A/C 1 A/C 2 ROOF OVERHANG ABOVE F F F MASTER BEDROOM VESTIBULE MASTER BATH MASTER W.I.C A/C GALLERY 11 KITCHEN E SLAB 10 ISLAND 1" COVERED TERRACE 9 GWB SOFFIT ABOVE DINING 24' H WALL FIN FLOOR ELEV +0'-0" (N.G.V.D ') 1" 2 8 SLAB E GWB SOFFIT ABOVE LIVING ICE REF. BBQ STORAGE RESTRM. 6 B OUTDOOR SHOWER CONC. WALKWAY ROOF OVERHANG ABOVE 4'-0" H CHAIN LINK FENCE W/ 6'-0" W CHAIN LINK GATE W/ SELF CLOSING / SELF LATCHING HARDWARE D.O. REF. FOYER GWB SOFFIT ABOVE A/C 2 W D CLO LAUNDRY HALLWAY 5 BAR BATH REF. ICE SPA TUB B SOFIA'S BEDROOM BATH 2 FRANCO'S BEDROOM 1 D 4 A' C' ENTRY 1" EDUARDO'S STUDIO A B C ROOF OVERHANG ABOVE A' A MOTOR COURT 4 A501 Floor Plan Scale: 1/4"=1'-0" SW 64 CT SW 64 CT 14 Madrid Street, Coral Gables, Florida 14 AND EFFORTS OF IT'S CONTENT IS 741 SW 64th Ct. Miami, Florida Floor Plan DELIVERY :.2.14 A201 A201
10 WATERPROOFING MEMBRANE TILE 20 GA CLEAT FASTEN W/ #10-X1 " O.C. 22 GA PRE-FINISHED METAL FLASHING 2X4 WOOD BLOCKING 4 " EXTERIOR PLYWOOD Eave Detail 1 Scale: 1 1/24"=1'-0" 4 " STUCCO PRE-FINISHED 22 GA STUCCO STOP COUNTERFLASHING PRE-FINISHED 22 GA PITCH BREAK W/REMOVABLE FASTENERS 4" O.C. CONT. SEALANT TILE WATERPROOFING MEMBRANE 4 " EXT. GRADE PLYWOOD 8" CMU Roof to Wall Detail 2 Scale: 1 1/24"=1'-0" PRECAST RIDGE TILE TILE WATERPROOFING MEMBRANE 4 " EXT. GRADE PLYWOOD Ridge Detail Scale: 1 1/24"=1'-0" TILE GALV. VALLEY METAL FLASHING WATERPROOFING MEMBRANE 4 " EXT. GRADE PLYWOOD Valley Detail 4 Scale: 1 1/24"=1'-0" TILE WATERPROOFING MEMBRANE 4 " EXT. GRADE PLYWOOD 20 GA CLEAT 22 GA PRE-FINISHED METAL FLASHING 2X4 PT WOOD BLOCKING 4 " STUCCO CONC. RAKE BEAM (SEE STRUCT. DWGS) Rake Detail 5 Scale: 1 1/24"=1'-0" A20.75: 1 A20 1 A20 2 A20.75: TILEROOFING SYSTEM A20 TILE ROOFING SYSTEM PROPOSAL EXCEEDS MIN. REQUIRED BY R CONT. PERFORATED PVC SCREEN " WIDE W/OPENINGS 1 8" MAX PROP. VENT AREA = 257X.25 = SF ATTIC AREA = 2,250 SF REQ. VENT AREA = 2,250 X = 15SF ATTIC CROSS VENTILATION CALCULATION: Roof Plan Scale: 1/4"=1'-0" BELOW 2 A20 5 A20 ABOVE 4 A20 A20 5 A20 O P E N 1 A20 T.O. ROOF SLAB L.P. ELEVATION +9'-7" LIQUID APPLIED ELASTOMERIC WATER PROOFING OVER CONCRETE DECK 1" 5 A20 T.O. ROOF SLAB H.P. ELEVATION +9'-8" A20 14 Madrid Street, Coral Gables, Florida 14 AND EFFORTS OF IT'S CONTENT IS 741 SW 64th Ct. Miami, Florida Roof Plan & Details DELIVERY :.2.14 A20 A20
11 CLEARSTORY WINDOW 2'-0" PSF +41 PSF PSF +41 PSF PSF 2'-0" '-4" '-0" 10'-11" WALL SCONCE () E E 1'-0" G H 2'-9" H G 8'-6" PSF 4'-9" PSF -46 PSF '-0" '-0" 9'-0" 1 A C B PSF -46 PSF D PSF -46 PSF PSF J PSF PSF 20'-8" 2'-8" 2'-8" 2'-0" K K K PSF PSF PSF East Elevation Scale: 1/4"=1'-0" PSF PSF PSF 7 WALL SCONCE () '-0" West Elevation Scale: 1/4"=1'-0" '-0" A PSF -54 PSF AVERAGE RF HT. '-11" 10'-11" 8'-11" 17'-8" 10'-11" 20'-8" AVERAGE RF HT. 2'-5" 17'-8" 2'-5" 14 Madrid Street, Coral Gables, Florida 14 AND EFFORTS OF IT'S CONTENT IS 741 SW 64th Ct. Miami, Florida Building Elevations (East & West) DELIVERY :.2.14 A01 A01
12 STANDING SEAM METAL PANELS B PSF PSF '-11" '-0".75 '-0" A' PSF -54 PSF PSF PSF F ON PAPER BACKED WIRE LATH OVER 4" EXT. GRADE PLYWOOD F PSF PSF B '-0" 20'-8" PSF PSF AVERAGE RF HT. North Elevation Scale: 1/4"=1'-0" South Elevation Scale: 1/4"=1'-0" F PSF PSF 20'-8" AVERAGE RF HT..75 '-11" 10'-11" 10'-11" 17'-8" 17'-8" 2'-5" 2'-5" 14 Madrid Street, Coral Gables, Florida 14 AND EFFORTS OF IT'S CONTENT IS 741 SW 64th Ct. Miami, Florida Building Elevations (North & South) DELIVERY :.2.14 A02 A02
13 .5' EXISTING CHAIN LINK FENCE 666 SQ. FT. DRAIN FIELD GROUND COVER 5'-0" EXISTING WOOD FENCE EXISTING STONE WALL EXISTING CHAIN LINK FENCE.4'.' 666 SQ. FT. DRAIN FIELD EXISTING WOOD FENCE EXISTING STONE WALL 4'-0" H CHAIN LINK FENCE W/ 6'-0" W CHAIN LINK GATE W/ SELF CLOSING & SELF LATCHING HARDWARE EXISTING JASMINE SOD FUTURE POOL & DECK APPROXIMATE LOCATION OF MANGO TREE REMOVED PREVIOUSLY EXISTING COCONUT PALMS () JASMINE 1,050 GAL. SEPTIC TANK EXISTING ARECA PALMS (21) BEACH PEBBLES.'.4' FUTURE POOL DECK FIN. FLR ELEV. +.7 FUTURE POOL & DECK.4'.4'.'.4'.57'.4' 1,050 GAL. SEPTIC TANK.' EXISTING METAL FENCE.5' A/C 1 A/C 2.4'.57' FINISH FLOOR ELEV NGVD CONC. WALKWAY.57'.4'.5' EXISTING METAL FENCE GROUND COVER A/C 1 A/C 2 PODOCARPUS HEDGE CONC. WALKWAY GROUND COVER 4 ARECA PALMS 4'-0" O.C. (2 RELOCATED FROM FRONT & 2 NEW, CENTERED ON HIGH WALL) SOD Landscape Plan Scale: 1/8"=1'-0" EXISTING WATER METER (VIF) EXISTING WATER MAIN (VIF) PHILODENDRON PINNATIFIDUM (8-24" O.C.) GROUND COVER NOTE: PER SECTION (G) (2), TRIANGLE OF VISIBILITY SHALL BE FREE OF VISUAL OBSTRUCTIONS BETWEEN A HEIGHT OF ' AND 6' ABOVE THE ESTABLISHED GRADE NEW OAK TREE (1) 4' H. CLEAR TRUNK, '-0" H., 4" CALIPER EXISTING SILVER PALM (RELOCATED) 8"X8" CONT. CONCRETE EDGE BAND W/1 #5 BRICK PAVERS S W 6 4 t h C o u r t CROWN OF ROAD ELEV +.24' N.G.V.D. C L EXISTING EVERGLADES PALM (TO BE REMOVED) OKAME CHERRY EXISTING ARECA PALMS (2) TO BE RELOCATED EXISTING BOTTLE PALM (TO BE REMOVEDD) MOTOR COURT EXISTING SILVER PALM (RELOCATED) GROUND COVER PHILODENDRON PINNATIFIDUM (1-24" O.C.) EXISTING SABAL PALM (2) EXISTING OAK TREES (2) EXISTING ARECA PALMS () Grading Plan Scale: 1/8"=1'-0" EXISTING WATER METER (VIF) EXISTING WATER MAIN (VIF).57'.4'.5' NEW OAK TREE (1) 4' H. CLEAR TRUNK, '-0" H., 4" CALIPER 11.91' S W 6 4 t h C o u r t CROWN OF ROAD ELEV +.24' N.G.V.D. C L MOTOR COURT EXISTING OAK TREES (2) EXISTING ARECA PALMS () 14 Madrid Street, Coral Gables, Florida 14 AND EFFORTS OF IT'S CONTENT IS 741 SW 64th Ct. Miami, Florida Landscape Plan & Grading Plan DELIVERY :.2.14 LS101 LS101
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