1648 SEA OATS DR - GARAGE , ADDITION DRAWINGSPERRYE RESIDENCE
1648 SEA OATS DRIVE
ATLANTIC BEACH, FLORIDA
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
LOT AREA
t 0
DRIVEWAY:
AREA
(SQ. FT.)
(SQ. FT.)
"C"
td "C"
IMPERVIOUS
5,212.
11,915
1.00
0.44
PERVIOUS
6,703
11,915
0.20
0.11
N) tiI
0
RUNOFF CO. (C)
0.55
PRE DEVELOPMENT RUNOFF VOLUME = 0.55 x 11,915 S.F. x 9.3 in. / 12 in. / ft
V = 5,078 cu. ft.
POST DEVELOPMENT AREAS:
LOT
BUILDING AREA
DETACHED GARAGE
11,915 S.F.
3,218 S.F.
594 S.F.
DRIVEWAY, POOL TERRACE,
WALKWAY, PADS: 2,131 S. F.
TOTAL IMPERVIOUS 5,943 S.F. =.50 %
DESCRIPTION
AREA
LOT AREA
t 0
DRIVEWAY:
AREA
(SQ. FT.)
(SQ. FT.)
"C"
td "C"
IMPERVIOUS
5,943
11,915
1.00
D.50
PERVIOUS
5,972
111915
0.20
D.10
N) tiI
0
RUNOFF CO. (C)
P.60
POST DEVELOPMENT RUNOFF VOLUME = 0.60 x 11,915 S.F. x 9.3 in. / 12 in. / ft
V = 5,540 cu. ft.
DELTA VOLUME = 5,540 - 5,078 = 462 cu. ft.
STORMWATER STORAGE
PREDEVELOPMENT
POST DEVELOPMENT
STORAGE VOLUME REQUIRED:
STORAGE VOLUME PROVIDED:
'Of ►'ROPER INSTAL
LATION Or' SILT FEN
CING
Filter Fal,LZc
►►�J � ALLING - �•.• ��s
SOURCE; A FILTER
HYDRODYNAMICSFABRIC SILT FENCE ENCE
IN,.
_ _"%J" ur runoff
from you. site
5
PERRYE RESIDENCE
1648 SEA OATS DRIVE
ATLANTIC BEACH, FLORIDA
CODE REQUIREMENTS
N 6°14'41" W 85.00' (M) NEW ONE
N 6016'10" W 85.00' (P) STORY GARAGE * T
FL
_ I
5'BRL `° � FL
REQUIREMENTS
-----------------------
•
t 0
DRIVEWAY:
AREA
% IMPERVIOUS
RUNOFF VOLUME
11,915 s.f.
44%
5,078 cu. ft.
5,x8'
11,915 s.f.
50%
5,540 cu. ft.
I • �'
5.943 S.F.
rn
`�
N) tiI
0
I
NA
462 Cu. ft.
20' B. R. L.
�,
� �
) ,, • v
504 Cu. ft.
'Of ►'ROPER INSTAL
LATION Or' SILT FEN
CING
Filter Fal,LZc
►►�J � ALLING - �•.• ��s
SOURCE; A FILTER
HYDRODYNAMICSFABRIC SILT FENCE ENCE
IN,.
_ _"%J" ur runoff
from you. site
5
PERRYE RESIDENCE
1648 SEA OATS DRIVE
ATLANTIC BEACH, FLORIDA
CODE REQUIREMENTS
N 6°14'41" W 85.00' (M) NEW ONE
N 6016'10" W 85.00' (P) STORY GARAGE * T
FL
_ I
5'BRL `° � FL
YPE 5B OCCUPANCY CLASS: GROUP R-3
ORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
ORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY
ORIDA BUILDING CODE 6th EDITION (2017) PLUMBING
ORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL
ORIDA BUILDING CODE 6th EDITION (2017) ENERGY
TIONAL ELECTRICAL CODE (2014)
ORIDA FIRE PREVENTION CODE 6th EDITION
PA 101 LIFE SAFETY CODE
_J I CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION
zl
COD FS.
IA ° _: -N j
EXISTING d �.4
° II
C I POOL • .. • ', • •• A'.
I • • -. °°-I ' I NO UNDERGROUND OR OVERHEAD
.:p 1 ;
HALENEW I I I
UTILITIES IN VICINITY OF PROPOSED
WORK
PERVIOUS
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30' B. �. L. ; NEW -___ ° d
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L ------------------------J NEW
PAVER :�� � � a: •
CONCRETE
I
----------------------------fn
WALKWAY
---Loom
I DRIVEWAY
�oIC c-�4 - Uc
----- ---- -- ---- --- ----------------------I _,e d ' a', -a L:z/-
EXISTING DRIVEWAY I ° •, , I ` t~Y•^,I,(�`/
I ,
AND WALKWAYS I �p'�p• �V�M�STt'Q .° . a �•
TO BE REMOVED
L -CO
LL BEDROOMS IN THIS RESIDENCE
MEET OR EXCEED THE
ERGENCY ESCAPE AND FIRE
QUIREMENTS BY HAVING AT
AST ONE WINDOW OPENING PER
OM OF 5.7 SQUARE FEET AND
ET THE SILL REQUIREMENTS OF
SS THAN 44" ABOVE FINISHED
OOR. REFER TO WINDOW TAGS
D CORRESPONDING ROUGH
ENING SCHEDULE.
FOUNDATION SURVEY SHALL BE
RFORMED AND A COPY OF THE
RVEY SHALL BE ON THE SITE FOR
E BUILDING INSPECTORS PRIOR
FRAMING INSPECTION OR ALL
OPERTY MARKERS SHALL BE
POSED AND A STRING STRETCHED
OM MARKER TO MARKER TO
RIFY REQUIRED SETBACKS. NO
DERGROUND OR OVERHEAD
L_ITIES IN VICINITY OF PROPOSED
�RK.
PROPOSED STORAGE AREA -
4
I I .
I
I I
I I
--__--___ _-_ ___ ___-_--_------_____�I - d •.. Q•:" 'fie 1 1 1
EXFILTRATION = 14'x 60'= 840 S.F. x 2 DEPTH
I
I I .. d
' -� �- - - - - - - - - - - - - .a . 1680 CU. FT. x 30% = 504 CU. FT.
S 6°16'10" E 85.00' (P)
I I . ,
I I
S 6°10'18" E 85.13' (M) °
TOTAL STORAGE = 504 CU. FT.
I I
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.
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1 arch 1+'qctural s its an
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SCALE: 1" = 10'-0"
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 ELEVATIONS
A5 WALL SECTIONS
Q'VIN Fl. M UL, L' I CAN
rF'5I6NF_r_1'_j INC
(90-4) -745-1357-q
COVERAGE OF LOT
EXISTING COVERAGE
LOT AREA: 11,915 S.F.
HOME S.F.: 2,702 S.F.
DRIVEWAY, WALKWAYS, TERRACE: 2,470 S.F.
PADS: 40 S.F.
TOTAL IMPERVIOUS: 5,212 S.F.
% OF COVERAGE =5,212-- 11,915 =.44%
PROPOSED COVERAGE:
LOT AREA: 11,915 S.F
HOME S.F.:
�F
-----------------------
•
t 0
DRIVEWAY:
1,584 S.F.
I
Lm
F L
•
rWAW
144 S.F.
5,x8'
0 S.F.
I
FL
I • �'
5.943 S.F.
rn
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0
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20' B. R. L.
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FLr
NF
--------------
--2- -----------2------------3s------
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--- -- -- - -- - --- I
YPE 5B OCCUPANCY CLASS: GROUP R-3
ORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
ORIDA BUILDING CODE 6th EDITION (2017) ACCESSIBILITY
ORIDA BUILDING CODE 6th EDITION (2017) PLUMBING
ORIDA BUILDING CODE 6th EDITION (2017) MECHANICAL
ORIDA BUILDING CODE 6th EDITION (2017) ENERGY
TIONAL ELECTRICAL CODE (2014)
ORIDA FIRE PREVENTION CODE 6th EDITION
PA 101 LIFE SAFETY CODE
_J I CURRENT CITY OF ATLANTIC BEACH ZONING AND CONSTRUCTION
zl
COD FS.
IA ° _: -N j
EXISTING d �.4
° II
C I POOL • .. • ', • •• A'.
I • • -. °°-I ' I NO UNDERGROUND OR OVERHEAD
.:p 1 ;
HALENEW I I I
UTILITIES IN VICINITY OF PROPOSED
WORK
PERVIOUS
.. I
Fal 4
PAVER I. , .
I
d. '
TERRACE _ a .. * A
° TOI I ,
a I d I EM
RE
- - --- --- --- --- - - - --- --- --- --- T, :d . I LE
RO
NEW ONE I .� �..A , a I ME
STORY PORCH LE
ADDITION�..d.�
FL
I�
I I d . 1. •.• I o O AN
I I �
I I•.. ..
YELL ; '' O
OP
P° 1, I 0
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11 I I'
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O ; ....Q -;..; 0 0
M i i 1 ., I b •° C) co
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Ln
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CV 1 ►•
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•� , EX
CO cy)00 001ooi " ONE STORY ry� , a
W I .. I FR
cry cn gin; HOME :u7; ° VE
� ° UN
°.
I , , � I d
I , I UTI
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1 I I
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I --t--------1----------1---- ---------1
30' B. �. L. ; NEW -___ ° d
<.
L ------------------------J NEW
PAVER :�� � � a: •
CONCRETE
I
----------------------------fn
WALKWAY
---Loom
I DRIVEWAY
�oIC c-�4 - Uc
----- ---- -- ---- --- ----------------------I _,e d ' a', -a L:z/-
EXISTING DRIVEWAY I ° •, , I ` t~Y•^,I,(�`/
I ,
AND WALKWAYS I �p'�p• �V�M�STt'Q .° . a �•
TO BE REMOVED
L -CO
LL BEDROOMS IN THIS RESIDENCE
MEET OR EXCEED THE
ERGENCY ESCAPE AND FIRE
QUIREMENTS BY HAVING AT
AST ONE WINDOW OPENING PER
OM OF 5.7 SQUARE FEET AND
ET THE SILL REQUIREMENTS OF
SS THAN 44" ABOVE FINISHED
OOR. REFER TO WINDOW TAGS
D CORRESPONDING ROUGH
ENING SCHEDULE.
FOUNDATION SURVEY SHALL BE
RFORMED AND A COPY OF THE
RVEY SHALL BE ON THE SITE FOR
E BUILDING INSPECTORS PRIOR
FRAMING INSPECTION OR ALL
OPERTY MARKERS SHALL BE
POSED AND A STRING STRETCHED
OM MARKER TO MARKER TO
RIFY REQUIRED SETBACKS. NO
DERGROUND OR OVERHEAD
L_ITIES IN VICINITY OF PROPOSED
�RK.
PROPOSED STORAGE AREA -
4
I I .
I
I I
I I
--__--___ _-_ ___ ___-_--_------_____�I - d •.. Q•:" 'fie 1 1 1
EXFILTRATION = 14'x 60'= 840 S.F. x 2 DEPTH
I
I I .. d
' -� �- - - - - - - - - - - - - .a . 1680 CU. FT. x 30% = 504 CU. FT.
S 6°16'10" E 85.00' (P)
I I . ,
I I
S 6°10'18" E 85.13' (M) °
TOTAL STORAGE = 504 CU. FT.
I I
1 I •" •' •
I I �
I I d
.
1 ,
I I
I
I 1 < • d.
I I
I f
• ;
�.19
1 arch 1+'qctural s its an
�Pi
SCALE: 1" = 10'-0"
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 ELEVATIONS
A5 WALL SECTIONS
Q'VIN Fl. M UL, L' I CAN
rF'5I6NF_r_1'_j INC
(90-4) -745-1357-q
COVERAGE OF LOT
EXISTING COVERAGE
LOT AREA: 11,915 S.F.
HOME S.F.: 2,702 S.F.
DRIVEWAY, WALKWAYS, TERRACE: 2,470 S.F.
PADS: 40 S.F.
TOTAL IMPERVIOUS: 5,212 S.F.
% OF COVERAGE =5,212-- 11,915 =.44%
PROPOSED COVERAGE:
LOT AREA: 11,915 S.F
HOME S.F.:
3,168 S.F.
GARAGE:
594 S.F.
DRIVEWAY:
1,584 S.F.
POOL TERRACE: PERVIOUS
PAVERS (838 x.5):
419 S.F.
FRONT WALKWAY:
144 S.F.
MECH PADS: (GRAVEL)
0 S.F.
A/C PAD: (CONCRETE)
34 S.F.
TOTAL IMPERVIOUS:
5.943 S.F.
% OF COVERAGE = 5,943-- 11,915= .50%
HOMF_ P-,_FN0VArI0N
F 0 P-1,
THF PF
0 � 0
ANCH I TF_ CTLII,�
5I P[_AN
This drawing is an instrument of service and the
property of Kevin F. Mullican. 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.
v
7-213
5/ -4/ 2018
K �,M
5F
E 1 0