1648 SEA OATS - REVISED SITE PLANPERRY SI DENG
1 64 EA OATS DRIVE PROVIDE GUTTER A DOWNSP TS
ON NEW GARAGE WI PIP G
LANTIC BEACH, FLOR A TO NEW DRIVEWAY AND REET.
NEW \
PRE DEVELOPMENT AREAS:
LOT 11,915 S.F.
IMPERVIOUS INCLUDES:
EXISTING HOME, DRIVE,
WALKS, PADS. 5,212 S.F.
TOTAL IMPERVIOUS 5,212 S.F. _ .44 %
DESCRIPTION AREA
(SQ. FT.)
IMPERVIOUS 5,212
PERVIOUS 6,688
LOT ARE
(SQ. FT.)
11,900
11,900
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1.00 0.44 z I l
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0.20 0.11
m ( i EXISTING
RUNOFF CO. (C) = 0.55 c POOL . ' • ;.•:
PRE DEVELOPMENT RUNOFF VOLUME = 0.55 x 11,900 S.F. x 9.3 in. / 12 in. / f
V = 5,072 cu. ft.
POST DEVELOPMENT AREAS:
LOT
ILDING AREA
11,900 S.F.
3,168 S.F.
DET HED GARAGE 594 S.F.
4ADIVEWAY, POOL TERRACE,
LKWAY, PADS: 2,055 S.F.
TOTAL IMPERVIOUS 5,817 S.F. =.49 %
DESCRIPTION AREA
(SQ. FT.)
IMPERVIOUS 5,817
PERVIOUS 6,083
LOT ARE
(SQ. FT.)
11,900
11,900
NEW
t
REQUIREMENTS
EX2
"'"-I""NEW
EQUIP
D1
N 6°14'41" W 85.00'
ONE
PROPOSED FLOOR PLAN
% IMPERVIOUS
PERVIOUS
AREA
11,900 S.f.
N 6016'10" W 85.00' (P)
STORY GARAGE
5,072 u. ft.
PROVIDE GUTTER AND DOWNSP
UTS
9S. .
PAVER I
5,,44"l cu.
a .• .'
ON NEW POOL ENCLOSURE WITH PIPING
TERRACE
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TO RETENTION AREA AND
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J
TO STREET.
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5 B. RR. _ _
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STOR PORCH
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1.00 0.44 z I l
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0.20 0.11
m ( i EXISTING
RUNOFF CO. (C) = 0.55 c POOL . ' • ;.•:
PRE DEVELOPMENT RUNOFF VOLUME = 0.55 x 11,900 S.F. x 9.3 in. / 12 in. / f
V = 5,072 cu. ft.
POST DEVELOPMENT AREAS:
LOT
ILDING AREA
11,900 S.F.
3,168 S.F.
DET HED GARAGE 594 S.F.
4ADIVEWAY, POOL TERRACE,
LKWAY, PADS: 2,055 S.F.
TOTAL IMPERVIOUS 5,817 S.F. =.49 %
DESCRIPTION AREA
(SQ. FT.)
IMPERVIOUS 5,817
PERVIOUS 6,083
LOT ARE
(SQ. FT.)
11,900
11,900
NEW
t
REQUIREMENTS
EX2
EXISTING ELEVATIONS
D1
DEMOLITION PLAN
.. '
PROPOSED FLOOR PLAN
% IMPERVIOUS
PERVIOUS
PREDEVELOPMENT
11,900 S.f.
A4
44%
5,072 u. ft.
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9S. .
PAVER I
5,,44"l cu.
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TERRACE
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TORAGE VOLUME PROVIDED:
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382 cu. ft.
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STOR PORCH
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EQUIP
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EXISTING
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IICIIWtd IICII HOME
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1.00 0.49 00 00 I I !I i ! ~i • '
0.20 0.10
RUNOFF CO. (C) = 0.59
J------- L----- -'1--1-------------------- i------- 1 -------- - d--�� -- -
30'0.k . L. :'.
POST DEVELOPMENT RUNOFF VOLUME = 0.59 x 11,900 S.F. x 9.3 in. / 12 in. / ft I i i L___-____-_____-_-_-__ I NEW
®®®®. a 4,
V = 5,441 cu. ft. ! CONCRETE
DELTA VOLUME = 5,441 - 5,072 = 462 cu. ft.
EXISTING DRIVEWAY NEW •, I DRIVEWAY
AND WALKWAYSi PERVIOUS PAVER
TO BE REMOVED i i WALKWAY
I, I I I I • •. •• �• .d
PROPOSED STORAGE AREA:
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EXFILTRATION = 10'x 50'= 500 S.F. x 2 DEPTH I A'�. •'
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1600 CU. FT. x 30% = 300 CU. FT. '
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S 6°16'10" E 85.00' P
RETENTION = 500 S.F. X 4" DEPTH X.5 = 82 CU. FT. ( ) y ;
S 6010'18" E 85.13' (M) 4.,tl•.
TOTAL STORAGE = 382 CU. FT.
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STORMWATER STORAGE
REQUIREMENTS
EX2
EXISTING ELEVATIONS
D1
DEMOLITION PLAN
AREA
PROPOSED FLOOR PLAN
% IMPERVIOUS
RUNOFF VOLUME
PREDEVELOPMENT
11,900 S.f.
A4
44%
5,072 u. ft.
POST DEVELOPMENT
11,900 S.f.
9S. .
49%
5,,44"l cu.
STORAGE VOLUME REQUIRED:
369 cu. ft.
TORAGE VOLUME PROVIDED:
382 cu. ft.
I=
S
e
_- a.. • °.° . •, a "e' •
1
arckitedu6 5i
SP1 SCALE: 111 = 10'-0"
PERRYE RESIDENCE
1648 SEA OATS DRIVE
ATLANTIC BEACH, FLORIDA
CODE REQUIREMENTS
'TYPE 56 OCCUPANCY CLASS: GROUP R-3
FLORIDA BUILDING CODE 6th EDITION (2017) RESI ENTI L
FLORIDA BUILDING CODE 6th EDITION (2017) C SSIBI ITY
FLORIDA BUILDING CODE 6th EDITION (2017) MBING
FLORIDA BUILDING CODE 6th EDITION (2017) MEC ANIC L
FLORIDA BUILDING CODE 6th EDITION (2017) ENER
NATIONAL ELECTRICAL CODE (2014)
FLORIDA FIRE PREVENTION CODE 6th EDITION
NFPA 101 LIFE SAFETY CODE
CURRENT CITY OF ATLANTIC BEACH ZONING
AND CONSTRUCTION CODES.
* NO UNDERGROUND OR OVERHEAD
UTILITIES IN VICINITY OF PROPOSED
WORK
* ALL BEDROOMS IN THIS RESIDENCE
TO MEET OR EXCEED THE
EMERGENCY ESCAPE AND FIRE
REQUIREMENTS BY HAVING AT
LEAST ONE WINDOW OPENING PER
ROOM OF 5.7 SQUARE FEET AND
MEET THE SILL REQUIREMENTS OF
LESS THAN 44" ABOVE FINISHED
FLOOR. REFER TO WINDOW TAGS
AND CORRESPONDING ROUGH
OPENING SCHEDULE.
* A FOUNDATION SURVEY SHALL BE
PERFORMED AND A COPY OF THE
SURVEY SHALL BE ON THE SITE FOR
THE BUILDING INSPECTORS PRIOR
TO FRAMING INSPECTION OR ALL
PROPERTY MARKERS SHALL BE
EXPOSED AND A STRING STRETCHED
FROM MARKER TO MARKER TO
VERIFY REQUIRED SETBACKS. NO
UNDERGROUND OR OVERHEAD
UTILITIES IN VICINITY OF PROPOSED
WORK.
SHEET INDEX
SP1 SITE PLAN
EX1
EXISTING FLOOR PLAN
EX2
EXISTING ELEVATIONS
D1
DEMOLITION PLAN
Al
PROPOSED FLOOR PLAN
A2
PROPOSED ELEVATIONS
A3
ELECTRICAL PLANS
A4
GARAGE PLAN AND ELEVATIO
A5
WALL SECTIONS 10
KEVIN E. M UL, L, I CAN
I�LSIGN�Y, INC
c 9c%-4; i-q:;_:s=sig
COVERAGE OF LOT
EXISTING COVERAGE
LOT AREA: 11,900 S.F.
HOME S.F.: 2,702F
DRIVEWAY, WALKWAYS, TERRACE: 2,470 S.
PADS: 40 S.F.
TOTAL IMPERVIOUS: 5,212 S.F.
% OF COVERAGE =5,212-- 11,900 =.44%
PROPOSED COVERAGE:
LOT AREA: 11,900 S.F
HOME S.F.:
3,168 S.F.
GARAGE:
594S F
DRIVEWAY:
1,598S
POOL TERRACE: PERVIOUS
PAVERS (809 x.5):
403
FRONT WALKWAY: PERVIOUS
PAVERS (90 x.5):
45 S.F.
POOL AND PUMP AREAS: (GRAVEL)
0 S.F.
A/C PAD: (CONCRETE)
9S. .
TOTAL IMPERVIOUS:
5.81 S.F.
% OF COVE(AGE = 5,817-- 11,900= .4,44
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NOME F-,,FN0VArI0N
f` OP-1,
11 -IE
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511--F- PLAN
This drawing is an instrument of service and the
property of Kevin E. Muliican. and shall
remain his property. The use of this drawing shall
be restricted to the original site for which it is pre-
pared and publication thereof is expressly limited to
such use.
Job Nc: 1�-213 Sheet No:
Date: 8/ 20% 2018
OI.01
Drar�n: M.
k . 1