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-s- -� 5 5-W. 79th ST.
SITE PLAN SCALE 1 11 _ 101
LEGAL DESCRIPTION
LOT: 12 BLK: 7 SUBDIVISION: OAK HEIGHTS
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 4G AT PAGE G4 OF THE PUBLIC
RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
ZONING INFORMATION
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ZONING ................. ...........................RS -3 1.6 ENC t�
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ADDRESS ........................... G251 SW 79TH STREET 36.E "' D:VOVOfF
14 5 MIOVE RCK WAIL( WAY• !0.
FIP Li. ° RfLDUTE 9R cK O NEW DMIWAY
MIAMI, FLORIDA 33 143 Na in
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RCN Y.
EXISTING CONDITIONS C w j M 3.8- BRICK TALK Asa_
TOTAL SURVEYED AREA ....................... 14,000 S Ft �� "g oy ���° 31�� - --- WALK
I COLUMN 2.1x1.4 0.3 CL
REMOVE SHED
SET BACKS: REQUIREMENTS PROVIDEDMc lyl 100.00 rip �
=ts9'54 5$ 24.9' ENC CLF N90'00'00 "�
FRONT ....................25 Ft 24.3 Ft (EXISTING) fl
R-25.00 w NO ID
REAR .................... 25 Ft 49.25 Ft A =39.23 ]D d o 16' P y M
LEFT SIDE ............... 15 Ft 15.00 Ft T =24.96
RIGHT SIDE ............ 7.5 Ft I O.G5 Ft -_.- -.- -.---.- .._-.- .-_-_. .--- -.�'-�.- .- -.--.
BAf
BMxZ 16' PAV NAIL
MH 1a93
RIM FL 10 09
PROPOSED CONSTRUCTION: BENCH MARK USED: MIAMI DADE COUNTY
EX151TN G FIRST FLOOK ..................... 211 1 9.2 9 SgFt SC -38-A EL_10.54 Ncw 1929 SW 79TH STREET
PATIO AREA ........ ............................... 23 2.3 2 Sc[ft
SKETCH OF SURVEY SCALES 1' =20' MMJ
TOTAL EXISTING AREA ......................2535 I .G I Sc[Ft
PROPOSED ADDITION ...................... 15 197-12 SgFt EXISTING SITE PLAN DEMO PLAN SCALE 111 =20'
TOTAL BUILDING AREA .....................3,548.73 5c1Ft
MAX BUILDING COVERAGE @ 30 % =
14,000 x .30 = 4200 SqFt
PROPOSED BUILDING COVERAGE = 3,548.73 Sclft
3,548.73 Sq,Ft < 4200 Sq,Ft (OK)
MAX IMPERVIOUS COVERAGE (BRICK ON SAND) @ 400 =
14,000 x .40 = 5, G00 Sclft
PROPOSED IMPERVIOUS COVERAGE = 1883.8 Sq,Ft (OK)
DRIVEWAYS ................. ............................... 1357.3 Sq,Ft ~!
FRONT ENTRANCE .......... ............................... 193.3 Sc[ft -=-
BRICK WALKWAY ................. ..........................333.2 Sc[ft
55G00 Sclft > 1 ,883.8 5c1Ft (OK)
GREEN AREA = GO% X 14,000 =
81400 SQ FT > 1883.8 5c1Ft (OK)
SCHEDULE OF DRAWINGS l
SP- I SITE PLAN, EXISTING AND DEMOLITION SITE PLAN
A- I DEMOLITION PLAN, EXISTING FLOOR PLAN
A -2 FLOOR PLAN, WINDOW* DOOR * FINISH SCHEDULE
A -3 N,S,E,W ELEVATIONS
A -4 TYP. BUILDING SECT, ENTRANCE ISO, SECTION A
A -5 GENERAL NOTES, BAR TIE DOWN DTL, WOOD BLOCKING DTL, TWO PLY TRUSS DTL, GIRDER TRUSS CON.
DTL, TRANSFER TRUSS CON DTL, GARAGE DOOR DETAIL
5-1 STRUCTURAL NOTES, FOOTING SCHEDULE, CONC. CLUMN SCHEDULE, FOUNDATION PLAN, NEW WALL
REINFORCING EXISTING WALL, CONNECTION DTL, CORNER REINFORCING DTL, NEW WALL TO EXISTING
DTL
5-2 ROOF FRAMING PLAN, TRUSS DTL, ANCHOR DTL, PLYWOOD NAILING PLAN, ROOD WIND PRESSURES,
GIRDER TRUSS REACTIONS TABLE
5-3 FRAMING ELEVATION A, SECTION A, SECT. B, SECT. C, SECT. D, SECT. E
E- I EXISTING ELECTRICAL PLAN, MECH PLAN, EXIST. MAIN * SECONDARY PANEL, EXIST SECONDARY RISER
E -2 NEW ELECTRICAL PLAN
M- I MECHANICAL PLAN, AHU CLOSET DTL., AIR CONDITIONING SCHEDULE,
P- I PLUMBING * GAS PLAN, GAS ISOMETRIC, WASTE ISOMETRIC
T KOGER AIA
t: AR- 0005174
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ZONING ................. ...........................RS -3 1.6 ENC t�
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ADDRESS ........................... G251 SW 79TH STREET 36.E "' D:VOVOfF
14 5 MIOVE RCK WAIL( WAY• !0.
FIP Li. ° RfLDUTE 9R cK O NEW DMIWAY
MIAMI, FLORIDA 33 143 Na in
u U3� PO
RCN Y.
EXISTING CONDITIONS C w j M 3.8- BRICK TALK Asa_
TOTAL SURVEYED AREA ....................... 14,000 S Ft �� "g oy ���° 31�� - --- WALK
I COLUMN 2.1x1.4 0.3 CL
REMOVE SHED
SET BACKS: REQUIREMENTS PROVIDEDMc lyl 100.00 rip �
=ts9'54 5$ 24.9' ENC CLF N90'00'00 "�
FRONT ....................25 Ft 24.3 Ft (EXISTING) fl
R-25.00 w NO ID
REAR .................... 25 Ft 49.25 Ft A =39.23 ]D d o 16' P y M
LEFT SIDE ............... 15 Ft 15.00 Ft T =24.96
RIGHT SIDE ............ 7.5 Ft I O.G5 Ft -_.- -.- -.---.- .._-.- .-_-_. .--- -.�'-�.- .- -.--.
BAf
BMxZ 16' PAV NAIL
MH 1a93
RIM FL 10 09
PROPOSED CONSTRUCTION: BENCH MARK USED: MIAMI DADE COUNTY
EX151TN G FIRST FLOOK ..................... 211 1 9.2 9 SgFt SC -38-A EL_10.54 Ncw 1929 SW 79TH STREET
PATIO AREA ........ ............................... 23 2.3 2 Sc[ft
SKETCH OF SURVEY SCALES 1' =20' MMJ
TOTAL EXISTING AREA ......................2535 I .G I Sc[Ft
PROPOSED ADDITION ...................... 15 197-12 SgFt EXISTING SITE PLAN DEMO PLAN SCALE 111 =20'
TOTAL BUILDING AREA .....................3,548.73 5c1Ft
MAX BUILDING COVERAGE @ 30 % =
14,000 x .30 = 4200 SqFt
PROPOSED BUILDING COVERAGE = 3,548.73 Sclft
3,548.73 Sq,Ft < 4200 Sq,Ft (OK)
MAX IMPERVIOUS COVERAGE (BRICK ON SAND) @ 400 =
14,000 x .40 = 5, G00 Sclft
PROPOSED IMPERVIOUS COVERAGE = 1883.8 Sq,Ft (OK)
DRIVEWAYS ................. ............................... 1357.3 Sq,Ft ~!
FRONT ENTRANCE .......... ............................... 193.3 Sc[ft -=-
BRICK WALKWAY ................. ..........................333.2 Sc[ft
55G00 Sclft > 1 ,883.8 5c1Ft (OK)
GREEN AREA = GO% X 14,000 =
81400 SQ FT > 1883.8 5c1Ft (OK)
SCHEDULE OF DRAWINGS l
SP- I SITE PLAN, EXISTING AND DEMOLITION SITE PLAN
A- I DEMOLITION PLAN, EXISTING FLOOR PLAN
A -2 FLOOR PLAN, WINDOW* DOOR * FINISH SCHEDULE
A -3 N,S,E,W ELEVATIONS
A -4 TYP. BUILDING SECT, ENTRANCE ISO, SECTION A
A -5 GENERAL NOTES, BAR TIE DOWN DTL, WOOD BLOCKING DTL, TWO PLY TRUSS DTL, GIRDER TRUSS CON.
DTL, TRANSFER TRUSS CON DTL, GARAGE DOOR DETAIL
5-1 STRUCTURAL NOTES, FOOTING SCHEDULE, CONC. CLUMN SCHEDULE, FOUNDATION PLAN, NEW WALL
REINFORCING EXISTING WALL, CONNECTION DTL, CORNER REINFORCING DTL, NEW WALL TO EXISTING
DTL
5-2 ROOF FRAMING PLAN, TRUSS DTL, ANCHOR DTL, PLYWOOD NAILING PLAN, ROOD WIND PRESSURES,
GIRDER TRUSS REACTIONS TABLE
5-3 FRAMING ELEVATION A, SECTION A, SECT. B, SECT. C, SECT. D, SECT. E
E- I EXISTING ELECTRICAL PLAN, MECH PLAN, EXIST. MAIN * SECONDARY PANEL, EXIST SECONDARY RISER
E -2 NEW ELECTRICAL PLAN
M- I MECHANICAL PLAN, AHU CLOSET DTL., AIR CONDITIONING SCHEDULE,
P- I PLUMBING * GAS PLAN, GAS ISOMETRIC, WASTE ISOMETRIC
T KOGER AIA
t: AR- 0005174
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