05-1120-001ZONING INFORMATION
LOT COVERACGE
ALLOW LOT COVERAGE ® 30% =
11,172 SQ.FT (LOT) X 30% at 3,551 SQ.FT
ACTUAL LOT COVERAGE
I st FLOOR A/G
2,442 sq ft
GARAGE
433 sq, ft
ENTRY VERANDA
174 sq, ft
REAR VERANDA
242 sq ft
TOTAL
3 ,246 sq, Pt
SECOND FLOOR
ALLOW SECOND FLOOR ® 60% =
3,246 5Q.FT 05t FLOOR) X 60% = 1,4'78 5Q.FT
ACTUAL LOT COVERAGE
2 nd FLOOR A/C
1,8-10 sq ft
TOTAL
3,246 sq, Pt
IMPERVIOUS COVERAGE
MAX. IMPERVIOUS COVERAGE ® 40% =
II,I'12 SQ.FT (LOT) X 40% - 4,464 5Q.FT
ACTUAL IMPERVIOUS
LOT COVERAGE
3,246 sq ft
POOL AND PATIO
1'1'70 sq ft
DRIVEWAY 4 WALKWAY
N/A CIE
TOTAL
4,466 sq ft
CIE HANOVER "EC06RID" PERVIOUS CONCRETE
PAVING UNITS (830 sq. ft)
VERANDA
242 sq.ft .
li4 sq•.ft
WEST 915'
VEST/
� j / 14 EAST
COR / 5'
I
� FI 1 4.3 (M)
m
5.W 81st 15TRE
ROB- 1 EAST 930.00
O
P.O.0 S.IN
COR. NE 1/4,
NE 1/4,5E 1/4
SEC. 56-54-40
LOCATION SKETCH
SCALE: N.T.S.
WEST 15.207
O
.o
ISENERAL NOTES
I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTES BEFORE PROCEEDING WITH WORK.
CONFLICT BETWEEN DRAWINGS AND ANY APPLICABLE CODES SHALL BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
2. TYPICAL NON - BEARING PARTITIONS SHALL BE 2 "X4" WOOD STUDS m 16" O.G W/ 5/8' TYPE "X"
DRYWALL. PROVIDE 2 "X4" HORIZONTAL 5LOGKIN6 STUDS o ALL CABINETRY LOCATIONS AS REQUIRED
FOR ALL CABINETS AND SHELVES SUPPORTS. PROVIDE 2" X 4" HORIZONTAL FIRE STOPPING BETWEEN
WOOD STUDS (WHEN USED) TO LIMIT THE CONGEALED STUD CAVITY TO 8" MAX. HT. PROVIDE FIRE
STOPPING AS INDICATED ON TYPICAL WALL 5EGT1ON.
FOR WALL HUNG FIXTURES (APPLIES TO WALLS): STUDS IN BEARING WALLS, EXTERIOR WALLS AND
BEARING PARTITIONS SUPPORTING WALL HUN& PLUMBING FIXTURES AND WALL CABINETS SHALL BE
NOT LESS THAN 2'X4" WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2'X6 ", WHERE
SPACED NOT MORE THAN 24" O.G.
A MINIMUM 2 "X4" HORIZONTAL WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN 2, SUSH STUDS,
SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE AND WALL
CABINET.
3. TYPICAL FINISH UNLESS NOTED ON PLANS: 314: PLYWOOD, SHIM AS REQUIRED TO MAKE LEVEL WITH
EXISTING FLOOR LIGHT TEXTURE DRYWALL AT WALLS AND GEILIN& TO MATCH EXISTING WOOD BASE,
WINDOW SILLS AND TRIM5, ETC. TO MATCH EXISTIN6, COORDINATE W/ ARCHITECT AND OWNER
SUSPENDED GEILIN6 ON 6ALV. METAL FRAMING WHERE INDICATED ON DRAWINGS.
4. TYPICAL BATHROOM FINISH: CERAMIC TILE FLOOR AND BASE, SMOOTH GYPSUM BOARD WALLS AND
CEILING, FULL HEI&HT CERAMIC TILE WALLS AT TUB AND SHOWERS. PROVIDE OUROGK AT TILE WALLS
IN TUB AND SHOWER AREAS. (TYPICAL)
5. TYPICAL CABINET NOTES: CABINET BY OWNER.
6. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE FLORIDA BUILDING CODE, STANDARD
PLUMBING CODE, NATIONAL ELECTRIC CODE, ALL STATE COUNTY AND LOCAL CODES AND
ORDINANCES.
'I. ALL SHOWER ENCLOSURES TO RECEIVED GATE&ORY II SAFETY &LASS..
6. ALL WINDOWS AT SHOWER5-AND /0R TUBS TO RECEIVED CATEGORY 11 SAFETY &LASS
4. TYP. WOOD BUCK NOTE: PROVIDE 2 "X6" P.T WOOD BUCK, ANCHOR W/ 3 1/4" LONG X 1 /4 "DIA. TAPCONS,
6" FROM EITHER END AND 24" O.G. (TYPICAL)
10. FOR BATH AND OL05ET DOORS.
- ALL CLOSET DOOR LATCHES SHALL BE 5U5H THAT CHILDREN CAN OPEN DOOR FROM INSIDE
CLOSET.
- EVERY BATHROOM INTERIOR DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE
LOCKED DOOR FROM OUTSIDE THE BATHROOM.
II. FOR SHOER AND TUB AREAS:
- ALL FLOORS AND WALLS TO i0" OF NON - ABSORBENT MATERIALS AS PER FB.G. 5EGTION 2320.2.3.
12. PROVIDE FIRESTOPPIN6 AT A MAXIMUN OF 8'-0" HIGH IN A STUD PARTITION AND FURRED OUT SPACES
IN ACCORDANCE WITH F.B.C. SECTIONS 2320.2.1.
13. TERMITE NOTE:
BUILDING SHALL HAVE PRE - CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN
TERMITES IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMER SERVICES. A " CERTIFICATE OF COMPLIANCE' SHALL BE 15511E TO
THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE TREATMENT.
PROVIDE TREATMENT FOR SUBTERRANIAN TERMITES AS PER F.B.G. 181617 CERTIFICATE OF
PROTECTION MUST BE OBTAIN IN DUPLICATE PRIOR TO FINAL INSPECTION F.B.C. 104.2.5.
LEGAL DESCRIPTION
THE WEST 45 FEET OF THE EAST 140 FEET, OF THE FOLLOWING DESCRIBED PARCEL: BE &INNING 262 FEET
NORTH OF THE 5A CORNER OF THE NE 1/4 OF THE NE 1/4 AND SE 1/4 OF SECTION 36, TOWNSHIP 54 SOUTH,
RANGE 40 EAST; THENCE EAST 330 FEET TO A POINT; THENCE NORTH 160 FEET TO A POINT; THENCE WEST
ALONG A LINE PARALLEL TO THE SOUTH LINE OF THE NE 1/4 OF THE SE 1/4 OF SAID SECTION 36, A DISTANCE
OF 15.20'7 FEET TO A POINT; THENCE SOUTH A DISTANCE OF 16.6 -1 FEET TO A POINT; THENCE WEST A
DISTANCE OF 315 FEET TO A POINT; THENCE SOUTH A DISTANCE OF 142.6 FEET MORE OR LESS TO THE POINT
OF BEGINNING, ALL LYING AND BEING IN MIAMI -DADE COUNTY, FLORIDA; SUBJECT TO A DEDICATION OF THE
SOUTH 25 THEREOF, TO THE CITY OF SOUTH MIAMI.
FLOOD LEGEND
Residential New Construction
ADDRESS. 5-7-73 5.W. 81th STREET, SOUTH MIAMI, FLORIDA.
5EE LEGAL DE5CRIPTION, ABOVE.
LOT: BLOCK: PLAT BOOK: PAGE:
HIGHEST GROWN OF ROAD ELEV.: a•38 FT. NGVD. HIGHEST GROWN OF ROAD ELEVATION
WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED
.105E A. FEREA PLS LIC A: 4858
SURVEYOR'S NAME
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE
FLOOD ELEVATION. (B.F.E)
ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENING5 HAVING
A TOTAL NET AREA OF NO LE55 THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE
FOOT OF ENCLOSED AREA 5U5JECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO
HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT 51DES OF THE
ENCLOSED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RE51STAN
MATERIALS WILL BE USED BELOW B.F.E.
ALTERNATIVELY, SEE A CERTIFICATION BY N/A P.E. ON THE PLAN
NOTES INDICATING THAT THE DE516N WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF
HYDROSTATIC FLOOD FORGES ON EXTERIOR WALLS.
THE 51TE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIE5. WHERE NECE5ARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -51TE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
O' - o" = NGVD (GRADE)
I T
LC
3
t_ ry
C
C
I T
C
i
u• -1.
EXI5TIN& 6' -0" H. CHAIN LINK FENCE TO REMAIN.
(REPAIR AND REPLACE AS REQUIRED)
S
Y
POOL
(BY OTHERS)
20'-0' I. D"-S• eo' -0•
\ _ =
Tm
Fey
16'1•
NEW 4'-0" SELF
CLOSING 4
LATCHING ATE.
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■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� - ;� -- . - • -
ASPHALT PAVEM_NT
,vL S.W 81st STREET
SITE PLAN
SCALE: 1/16" = 1' -0"
N
BRICK GOPIP6 WITH EASED EDGE
`RENGH LIME)TONE I" THICK PAVING
AVER 1" MUDSET; MINIMUM GROUT JOINT;
F5" PATTERP - UNHEWN AND UNFILLED
'OR NON -SLF SURFACE
:ONCREI SLAB -SEE STRUCTURAL EN6INEERIN6
;RAWIN65.
161 DOUBLE BRICK
BORDERS ON EDGE.
8% COMPACTION - ASTM
'OOL WALL (BY OTHERS)
7IAMONDBRTIE'
INTERIOR POOL FIN15H
bv- 8" TILE
TO BE SELECTED
BY L.A. AND OWNER
SECTION THRU PATIO
SCALE: 1/2" = 1' -0"
BRICK PAVER(PATTERN
TO BE SELECTED BY
ARCH. /OWNER)
I" SHARP m
SAND
N-
000 0
6" COMPACTED
LIMEROGK BASE
5UBGRADE
COMPACTED
TO 45% A5TM
DOUBLE BRICK BORDER
GRADE FLUSH WITH EDGE
WET -SET OVER
8 "X8" CONCRETE
\ CURB
'—CONCRETE CURB
W/ (1) #5 BAR CONT.
TYPICAL SECTION THRU DRIVE
SCALE: 1/2" = 1' -0"
FIRST
PAGE
II
LOWEST FLOOR
ELEVATION
&ARA6E/STORA6E
FLOOR ELEVATION
ADJACENT &RAVE
ELEVATION
5WALE AREA
ELEVATION
PROPOSED
10.(o FT. NGVD
cj,(o FT. NGVD
q,3 FT. NGVD
ci.25 FT. N6VD
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE
FLOOD ELEVATION. (B.F.E)
ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENING5 HAVING
A TOTAL NET AREA OF NO LE55 THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE
FOOT OF ENCLOSED AREA 5U5JECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO
HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT 51DES OF THE
ENCLOSED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RE51STAN
MATERIALS WILL BE USED BELOW B.F.E.
ALTERNATIVELY, SEE A CERTIFICATION BY N/A P.E. ON THE PLAN
NOTES INDICATING THAT THE DE516N WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF
HYDROSTATIC FLOOD FORGES ON EXTERIOR WALLS.
THE 51TE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIE5. WHERE NECE5ARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -51TE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
O' - o" = NGVD (GRADE)
I T
LC
3
t_ ry
C
C
I T
C
i
u• -1.
EXI5TIN& 6' -0" H. CHAIN LINK FENCE TO REMAIN.
(REPAIR AND REPLACE AS REQUIRED)
S
Y
POOL
(BY OTHERS)
20'-0' I. D"-S• eo' -0•
\ _ =
Tm
Fey
16'1•
NEW 4'-0" SELF
CLOSING 4
LATCHING ATE.
�i
■■■■■■■■ ■■■O
■■■■■■■■ ■■■I
■■■■■■■■■■■N
■■■■■■■■■■■O �- -' - . - .
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■� - ;� -- . - • -
ASPHALT PAVEM_NT
,vL S.W 81st STREET
SITE PLAN
SCALE: 1/16" = 1' -0"
N
BRICK GOPIP6 WITH EASED EDGE
`RENGH LIME)TONE I" THICK PAVING
AVER 1" MUDSET; MINIMUM GROUT JOINT;
F5" PATTERP - UNHEWN AND UNFILLED
'OR NON -SLF SURFACE
:ONCREI SLAB -SEE STRUCTURAL EN6INEERIN6
;RAWIN65.
161 DOUBLE BRICK
BORDERS ON EDGE.
8% COMPACTION - ASTM
'OOL WALL (BY OTHERS)
7IAMONDBRTIE'
INTERIOR POOL FIN15H
bv- 8" TILE
TO BE SELECTED
BY L.A. AND OWNER
SECTION THRU PATIO
SCALE: 1/2" = 1' -0"
BRICK PAVER(PATTERN
TO BE SELECTED BY
ARCH. /OWNER)
I" SHARP m
SAND
N-
000 0
6" COMPACTED
LIMEROGK BASE
5UBGRADE
COMPACTED
TO 45% A5TM
DOUBLE BRICK BORDER
GRADE FLUSH WITH EDGE
WET -SET OVER
8 "X8" CONCRETE
\ CURB
'—CONCRETE CURB
W/ (1) #5 BAR CONT.
TYPICAL SECTION THRU DRIVE
SCALE: 1/2" = 1' -0"
FIRST
PAGE
II
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THIS DRAWING IS THE PROPERTY OF
DAVID WEARNE JOHNSON 0 ARCHIL;T
UNLESS OTHERWISE PROVIDED FOR
BY CONTRACT. THE CONTENTS AF
THIS DRAWING ARE CONFIDENTIAL
AND SHALL NOT BE TRANSMITTED
TO ANY OTHER PARTY EXCEPT AS
AGREED TO BY THE ARCHITECT.
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REVISION
DATE
DATE:
5 -16 -05
SHEET NO.
A-1