05-1332-00125% RULE COMPUTATION
EXIST S.F. UNDER A/C
ALSO IS TOTAL ENCLOSED
SPACE
1,597 SF
PROPOSED ADDITION
304 SF
1597 + 304= 1901 SF
1901 / 1557= 19%
INCREASE. 25%
RULE DOES NOT APPLY
NA FT, NGVD
r9,5 FT, NGVD
BUILDING AREA COMPUTATION
SQUARE FFET
EXIST S.F. UNDER A/C
1,597 SF
N. A.
3. LOT COVERAGE. MIN.
PROPOSED ADDITION
304 SF
PRINCIPAL BUILDING N. A.
30%
PROPOSED TOTAL A/C NEW /EXIST
1901 SF
6,981 SF
1,901 SF
TOTAL BLDG FOOTPRINT
1901 SF
1%
EXIST ACCESSORY BLDG SHED
129 SF
II. IMPERVIOUS LOT COVERAGE
30% REAR YD= 3669 SF
EXIST POOL AND DECK
EXIST DRIVEWAY
BLDG LOT COVER(FROM ABOVE)
646 SF
798 SF
1901 SF
TOTAL HARDSCAPE
3.: SF
ZONING
LEGEND
GAKIGE /5T0"6
FLOOK O VAiION
1. ZONING :
5WMEAMEA
ELEVATION
RS-3
2. LOT AREA
NA FT, NGVD
r9,5 FT, NGVD
NET AREA
23,269 SF
GROSS AREA (INCL. R.O.W.)
N. A.
3. LOT COVERAGE. MIN.
MAX.
PROPOSED
PRINCIPAL BUILDING N. A.
30%
8%
LOT COVERAGE
6,981 SF
1,901 SF
ACCESSORY BUILDING.
30 % REAR YARD
1%
rear yd- 12,229 SF
129 SF SF
30% REAR YD= 3669 SF
MAX IMPERVIOUS COVER 40%
N. A.
14%
9,307 SF
::ixx >f £ l :..... .....:..
3,345.SF
4. SETBACKS :
MIN.
PROVIDED
PRINCIPAL BUILDING:
XX
FRONT
25'4"
48.12' EXIST
EAST SIDE
74"
44.3' EXIST
WEST SIDE
T -6"
26'-6"
REAR
25'-0"
101' -6"
ACCESSORY BUILDING:
FRONT
N/A
N/A
EAST SIDE
5' -0"
20.1'
WEST SIDE
5' -0"
86' -9"
REAR
5' -0"
26' -9"
S. BUILDING HEIGHT
MAX.
PROPOSED
MEASURED FROM AVERAGE FIN. GRADE 25' -0"
13' -11"
TO PEAK OF ROOF.
ROOF MI DIRT.
ROOF PEAK
LEGAL DESCRIPTION
LOTS II, 12 t 13 IN BLOCK 2 OF AMENDED PLAT
OF SEA VIEW PARK
PLAT 500K 11, PAGE W
LYING IN MIAMI- DADE COUNTY
NOTE: THERE ARE NO $WALES EXISTING OR PROPOSED FOR THIS
PROF'ERTY OR PART OF THIS SCOPE OF WOWS
NOTE: THERE ARE NO PERTINENT FEATURES ON ADJACENT
PROnRTIE5 AND ACROSS THE STREET THAT MAY AFFECT
THE EXISTING SYSTEM.
SEWAGE FLOW CALCULATIONS
PROPOSED SEWAGE FLOW AS PER ri4E -f. TA51 -rz 1 300 GAL
(2 6EDW- 1501 SQ FT)
300 GPD OF SEWAGE FLOW- 150 GAL SEPTIC TANK EXIST
300 SF EXIST DRAINFIELD
(BEE ATTACHED TANK AND
DRAINFIELD CERTIFICATION)
FL0012 l.UNP
1?e51Jentlal New CM5tMCt1011
A": 5160 SW 64 5T
LOT; II, 12 a 15 MOCK; 2 `,AT ROOK, Imo? I'ACFi : 130
HIGHE5T CK'OWN OF KOMJ ELEV.: FT NGVD, HIGFES CKOWN OK KOAD ELEVATION
WAS TAKEN FKOM NE ATWIfP Cl IFIED %MY, OK A CEKf1FIEb 5UKVEY PITPAMP PY:
JOEMAKTIN PL5LIC 4365
&I, ELECTKICAL, MECHANICAL AND `LUMPING IMLL DE FL-ACED AT OK ADOVE THE PA5E FLOOD ELEVA110N . ( PP.E. )
ALL AKEAS PELOW P.F.E. MALL PF I`WVIDED WITH A MINIMUM OF TWO (2) OI'ENIN65 HAVING A TOTAL NFT AIWA OF NO LE55
THAN ONE 5Q[Kl INCH OF OPENING FOK EVWKY 5QI a FOOL OF MCL05W AIWA 5U3JECT
TO FLOODING TFE POCfOM OF THE OPENING WU PE NO HIGHFK THM ONE (1) FOOT ADOVE 6KAI7E MID LOCATED ON DIFEMNIT 51DF5
116PE.' THAN ONE (I) FOOT ADOVE (AVVb AND LOCATED ON DIFFMKENT 5IDE5 OF THE ENCLOSED MTA , OFENIN65 WILL DE EQUIPPED
WITH 5MK N5 OK OM r5, FLOOD M51%glf MATEKIA.5 WILL M U5W PELOW P.F.E.
&SKNAIIVELY, 5EE A all!MICAVON DY N. A' F.E. ON THE FLAN NOTES INI7ICAilNG THAT THE
51E516N WILL A.LOM9 FOK 4E AITOMATC EQI IM.ILATION OFHTrO5TA11C FLOOD FOKCE5 ON EXTEt?IOK W&I,5
11f 511E IMLL M 6000 IN A MAVN;12 TO VENT THE FLOODING OF V.IACENf MM NECE5MCY INTE�ar OK 5WALE5
WILL M CON51LOW ON-51TE WIN NO %CKOACPWNf OVEK AD.IACEW FEOrEItIL5
0' - 0" - +-10,5 -1' N012
EXIST
CsRA55
APPROACH
IISD2'
15' GRASS PARKWAY
13' PAVEMENT
21' CsRASS MEDIAN
SITE
SCALE:
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PLAN
1/4 -- = 1 " -U"
REVISION BY
Lom5TFLOOK
ELEVATION
GAKIGE /5T0"6
FLOOK O VAiION
HIGHE5TAPJACENT6KAYJE
ELEVATION
5WMEAMEA
ELEVATION
FKOFCISED
+ 10.54 FT, NGVI7
NA FT, NGVD
r9,5 FT, NGVD
9.0 FT. NGVD
&I, ELECTKICAL, MECHANICAL AND `LUMPING IMLL DE FL-ACED AT OK ADOVE THE PA5E FLOOD ELEVA110N . ( PP.E. )
ALL AKEAS PELOW P.F.E. MALL PF I`WVIDED WITH A MINIMUM OF TWO (2) OI'ENIN65 HAVING A TOTAL NFT AIWA OF NO LE55
THAN ONE 5Q[Kl INCH OF OPENING FOK EVWKY 5QI a FOOL OF MCL05W AIWA 5U3JECT
TO FLOODING TFE POCfOM OF THE OPENING WU PE NO HIGHFK THM ONE (1) FOOT ADOVE 6KAI7E MID LOCATED ON DIFEMNIT 51DF5
116PE.' THAN ONE (I) FOOT ADOVE (AVVb AND LOCATED ON DIFFMKENT 5IDE5 OF THE ENCLOSED MTA , OFENIN65 WILL DE EQUIPPED
WITH 5MK N5 OK OM r5, FLOOD M51%glf MATEKIA.5 WILL M U5W PELOW P.F.E.
&SKNAIIVELY, 5EE A all!MICAVON DY N. A' F.E. ON THE FLAN NOTES INI7ICAilNG THAT THE
51E516N WILL A.LOM9 FOK 4E AITOMATC EQI IM.ILATION OFHTrO5TA11C FLOOD FOKCE5 ON EXTEt?IOK W&I,5
11f 511E IMLL M 6000 IN A MAVN;12 TO VENT THE FLOODING OF V.IACENf MM NECE5MCY INTE�ar OK 5WALE5
WILL M CON51LOW ON-51TE WIN NO %CKOACPWNf OVEK AD.IACEW FEOrEItIL5
0' - 0" - +-10,5 -1' N012
EXIST
CsRA55
APPROACH
IISD2'
15' GRASS PARKWAY
13' PAVEMENT
21' CsRASS MEDIAN
SITE
SCALE:
•iyuV• •GG
V 4IGf ui V •.. ". .. V V
i V V•VWi V • VVUW V
•fi
V • V !, t V V
V W
•
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f y y '
V
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u • • i �
W • 4 y • •
V ` f 4 • • • f
Uiif • u Yi• V uVVY
M
PLAN
1/4 -- = 1 " -U"
REVISION BY
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, is WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved riahts.
w �y
• '�i • • A.
SEAL: ....
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NORTH
DRAWN BY:
N:ER
DATE:
8/31/05
SCALE:
AS NOTED
SHEET NO.:
A -1
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Q
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X.
•4r'S,
;
..
.:::...
::ixx >f £ l :..... .....:..
XX
xxl
X
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, is WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved riahts.
w �y
• '�i • • A.
SEAL: ....
M
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'i j�
}
oa
U 00
�3
� N
W
Z 0
Q (0
n
D N
NORTH
DRAWN BY:
N:ER
DATE:
8/31/05
SCALE:
AS NOTED
SHEET NO.:
A -1
J
U.
Q
w