1695 SELVA MARINA DR - REVISION DRAWING DRIVEWAY MANLOVE / HELLER RESIDENCE
KEVIN I, , M ULA-I CAN
1695 SELVA MARINA DRIVE PF-51GNF,I�, INC
ATLANTIC BEACH, FLORIDA
PRE DEVELOPMENT AREAS:
90�� -7
MINES s
LOT 28,400 S.F.
S 1056'50"E 149.54'(M) NOTE: PROVIDE POOL FENCING IMPERVIOUS INCLUDES: COVERAGE OF LOT
S 11 056'50"E 150.00'(P) PER CO E. EXISTING HOME, DRIVE,
B.R.(PER PLAT) POOL TERRACE,
EXISTING COVERAGE:
------ - ----
---------------------------------------------------------• WALKS,
D ' ' ' LOT AREA: 28,400 S.F.
5 B.R.L. ! PADS, 7,087 S.F.
----------------------------------*----------------------------------------------------------------------------------------------------------------------------------------------------------, 1
i i 1 i BUILDING S.F.: 3,365 S.F.
TOTAL IMPERVIOUS 7,087 S.F. =.25% DRIVEWAY: 2,600 S.F.
NOTE: PROVIDE POOL FENCING i ; M POOL TERRACE: 1,122 S.F.
AND GATE PER CODE. DESCRIPTION AREA LOT AREA TOTAL IMPERVIOUS: 7,087 S.F.
11/.1,
(SQ. FT.) (SQ. FT.) \i Wtd,1 Ci1, %OF COVERAGE=7,087--28,400=.25%
20'B.R.L. M IMPERVIOUS 7,087 28,400 1.00 0.25
1 ------ - --- ---- ---- -----------------------------------------------------------------------------------------------------------------------------------------
NEW
-------------------------------------------------NEW -------- PERVIOUS 21,313 28,400 0.20 0.15
20 WIDE I ; PROPOSED STORAGE AREA- I _
� .
s
1
CONCRETE I REAR YARD RUNOFF CO. (C) 0.40
L--------11 ! ! I
PROPOSED COVERAGE:
DRIVEWAY _ LOT AREA: 28,400 S.F.
-----------J EXFILTRATION=2,000 S.F.x 2'D�[)+H PRE DEVELOPMENT RUNOFF VOLUME-0.40 x 28 400 S.F.x 9.3 in./12 in./ft
I
V= 04 cu.ft HOME S.F.: 4,582 S.F.
x 30%-1,200 CU. FT. ; ,
88
i ----------------------, ; .
° f _�
A ANA' 352 S F
1
1 ------------ TOTAL STORAGE= 00 CU FT ' I POOL TERRACE&PADS. S.F.
�❑ (� DRIVEWAY: 2,178 S F
1,2 .; � z 00 170o s
T_______ TOTAL IMPERVIOUS. 12 S.F.
1 --------- -- --- --- I LL
8 8
------------------
i i i %OF COVERAGE=8,812--28,400=.31%
I 1
I
O POST DEVELOPMENT AREAS:
i-_______-+_________-__I
I ------------------ ------------------------------------------------- --- 4 °- LOT 2 00 S.F.
' 1 �� i 1 1
1 I y-.._t ' 8,4
,. �----------------------� BUILDING AREA 4 S.F.
Lu
j 4 93
-I - -----O--- -- I O w
RLAI, � o
a O DRIVEWAY, POOL,
I I I r -
�______----- TERRACE, PADS,STOOPS: 3,542 S.F.
-L------- _ '
LLI
Cd ;----------- J; z a
TOTAL IMPERVIOUS 8,476 S.F. =.30%
vii mi mi
N ,______ _ ____ NEW POOL gin; DESCRIPTION AREA LOT AREA
---- ---;i TERRACE (SQ. FT.) (SQ. FT.) IICII Wtd IICII
1 "
IMPERVIOUS 8,812 28,400 1.00 0.31
0 o I - ---- ;; PERVIOUS 19,588 28,400 1 0.20 0.14
Lu w I RUNOFF CO.(C)= 0.45
a% I �-
O
- I -----T-----
O
O
i° ° I ;NEW ONE ! NEW POOL NEW POOL CABANA
W z z :STORY HOME ------------------___;; 16'X 32' ! POST DEVELOPMENT RUNOFF VOLUME=0.45 x 28,400 S.F.x 9.3 in.112 in.I ft
-----------------------
V=9,905 cu.ft.
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I-
1 I 1 II 1
J t7 p
DELTA VOLUME=9,905-8,804 =1,101 cu.ft.
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o bo
STORMWATER STORAGE REQUIREMENTS
I I II I o 0
J I --- ---
a' AREA %IMPERVIOUS RUNOFF VOLUME
T
1
---------- --_T--- i PREDEVELOPMENT 28,400 s.f. 25% 8,804 cu.ft.
II
POST DEVELOPMENT 28,400 s.f. 31 % 9,905 cu.ft.
I I 11 o in
I
FRII I O O
I -
STORAGE VOLUME REQUIRED:I 1'101 cu.ft.
NOTE: PROVIDE POOL FENCING ;I STORAGE VOLUME PROVIDED: 1,200 cu.ft.
I i 1 ' '
I I I
AND GATE PER CODE. I
1 I 1 ----------------------------------------------------T---T-----,I '.
1 I I 1 I
I I 1
SHEET INDEX
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40 S.B.L.
SP-1 SITE PLAN
1 A-1 FLOOR PLAN
A-2 EXTERIOR ELEVATIONS
NEW CONCRETE A-3 EXTERIOR ELEVATIONS
WALKWAY AND ' A-4 EXTERIOR WALL SECTIONS
DRIVEWAY
A-5 ELECTRICAL PLAN BAR 4 017
CAB-1 CABANA PLAN AND ELEVATIONS
I
S-1 GENERAL NOTES
S-2 FOUNDATION PLAN
S-3 WALL
CODE REQUIREMENTS S-4 ROOF TRUOSS LAYOUT
*NO UNDERGROUND OR OVERHEAD S-6 POOLOWN CABANAOUT ENGINEERING LAYOUTS
UTILITIES IN VICINITY OF PROPOSED SD-1 FOUNDATION DETAILS
DSD-2 SECTIONS AND DETAILS-
` I WORK SD-3 SECTIONS AND DETAILS-(2 OF 2)
ALL BEDROOMS IN THIS RESIDENCE
No: DATE: REVISIONS:
N 11 056'50"W 130.00'(P) TO MEET OR EXCEED THE /1s/1a CLIENT REVISIONS
N 1053'44"W 130.08'(M)
EMERGENCY ESCAPE AND FIRE
/20/16 CITY BLDG DEPT REVISIONS
REQUIREMENTS BY HAVING AT 0/25/1CLIENT REVISIONS
LEAST ONE WINDOW OPENING PER TYPE OF CONSTRUCTION
ROOM OF 5.7 SQUARE FEET AND
D D ° MEET THE SILL REQUIREMENTS OF *TYPE VB(513)OCCUPANCY CLASS:
LESS THAN 44"ABOVE FINISHED GROUP R-3 N�W NOME
FLOOR. REFER TO WINDOW TAGS
SEL A R I D I V E AND CORRESPONDING ROUGH FLORIDA BUILDING CODE 5th G
77 OPENING SCHEDULE. ADDITION2010 FLORIDA RESIDENTIAL CO
r Or\
�• 2010 FLORIDA PLUMBING CO EDE MANS OVE- / H�MF k-
D 2010 FLORIDA FUEL GAS CODE
*A FOUNDATION SURVEY SHALL BE 2010 FLORIDA MECHANICAL CODE
PERFORMED AND A COPY OF THE 2011 NATIONAL ELECTRICAL CODE AI:CNII�C1�LII2AI�
SURVEY SHALL BE ON THE SITE FOR NFPA 101 LIFE SAFETY CODE- 51 PLAN
THE BUILDING INSPECTORS PRIOR FLORIDA MODIFICATIONS 2010
TO FRAMING INSPECTION OR ALL FLORIDA FIRE PREVENTION CODE- This property
is an instrument i service and the
Do propeerty of Kevin E. Muliicon. and shall
PROPERTY MARKERS SHALL BE 2010 EDITION remain his property. The use of this drawing shall
EXPOSED AND A STRING STRETCHED 2014 FLORIDA ENERGY CODES pared daand pued blication tin thereof Iarlignal s sWessfor sly limited�to
----------- -- -------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------- FROM MARKER TO MARKER TO such use.
VERIFY REQUIRED SETBACKS. NO CURRENT CITY OF ATLANTIC BEACH Job No: 16-203 Shoot No.
SP1 D
1 SCALE: 1 10'-0"hitectural site Ian UNDERGROUND OR OVERHEAD ZONING AND CONSTRUCTION CODES. me: 1I-101- 11
"=
UTILITIES IN VICINITY OF PROPOSED ran o o 5I
�® WORK. Drown: K�,M
Checked: _
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