1648 SEA OATS DR - GARAGE , PORCH 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
EDITION (2017) ACCESSIBILITY
FLORIDA BUILDING CODE 6th
EDITION (2017) PLUMBING
AREA
(SQ. FT.)
(SQ. FT.)
11C11
PREDEVELOPMENT
td "C"
IMPERVIOUS
5,212
11,915
1.00
11,915 s.f.
0.44
PERVIOUS
1 6,703
11,915
0.20
0.11
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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:
00111
BUILDING AREA
DETACHED GARAGE
DRIVEWAY, POOL TERRACE,
WALKWAY, PADS:
11,915 S.F.
3,218 S.F.
594 S.F.
2,131 S. F.
TOTAL IMPERVIOUS 5,943 S.F. =.50 %
DESCRIPTION
AREA
LOT AREA
EDITION (2017) ACCESSIBILITY
FLORIDA BUILDING CODE 6th
EDITION (2017) PLUMBING
AREA
(SQ. FT.)
(SQ. FT.)
"C"
PREDEVELOPMENT
td "C"
IMPERVIOUS
5,943
11,915
1.00
11,915 s.f.
0.50
PERVIOUS
5,972
11,915
0.20
0.10
I
I
RUNOFF CO. (C) =
0.60
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
REQUIREMENTS
FLORIDA BUILDING CODE 6th
EDITION (2017) ACCESSIBILITY
FLORIDA BUILDING CODE 6th
EDITION (2017) PLUMBING
AREA
% IMPERVIOUS
RU
OFF VOLUME
PREDEVELOPMENT
11,915 s.f.
44%
5,07
cu. ft.
POST DEVELOPMENT
11,915 s.f.
50%
5,540
cu. ft.
..
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STORAGE VOLUME REQUIRED:
462
cu. ft.
STORAGE VOLUME PROVIDED:
y. d.
504 Fu.
ft.
N 6°14'41" W 85.00' (M)
N 6016'10" W 85.00'(P)
NEW ONE
STORY GARAGE
PERRYE RESIDENCE
1648 SEA OATS DRIVE
ATLANTIC BEACH, FLORIDA
CODE REQUIREMENTS
* TYPE 5B OCCUPANCY CLASS: GROUP R-3
FLORIDA BUILDING CODE 6th
EDITION (2017) RESIDENTIAL
FLORIDA BUILDING CODE 6th
EDITION (2017) ACCESSIBILITY
FLORIDA BUILDING CODE 6th
EDITION (2017) PLUMBING
FLORIDA BUILDING CODE 6th
EDITION (2017) MECHANICAL
FLORIDA BUILDING CODE 6th
1
NATIONAL ELECTRICAL CODE (2014)
FLORIDA FIRE PREVENTION CODE 6th EDITION
NFPA 101 LIFE SAFETY CODE
* A FOUNDATION SURVEY SHALL BE
A/C PAD: (CONCRETE)
34 S.F.
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PERRYE RESIDENCE
1648 SEA OATS DRIVE
ATLANTIC BEACH, FLORIDA
CODE REQUIREMENTS
* TYPE 5B OCCUPANCY CLASS: GROUP R-3
FLORIDA BUILDING CODE 6th
EDITION (2017) RESIDENTIAL
FLORIDA BUILDING CODE 6th
EDITION (2017) ACCESSIBILITY
FLORIDA BUILDING CODE 6th
EDITION (2017) PLUMBING
FLORIDA BUILDING CODE 6th
EDITION (2017) MECHANICAL
FLORIDA BUILDING CODE 6th
EDITION (2017) ENERGY
NATIONAL ELECTRICAL CODE (2014)
FLORIDA FIRE PREVENTION CODE 6th EDITION
NFPA 101 LIFE SAFETY CODE
* A FOUNDATION SURVEY SHALL BE
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.
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3,168 S.F.
GARAGE:
594 S.F.
DRIVEWAY:
1,584 S.F.
POOL TERRACE: PERVIOUS
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419 S.F.
FRONT WALKWAY:
•=
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* A FOUNDATION SURVEY SHALL BE
A/C PAD: (CONCRETE)
34 S.F.
TOTAL IMPERVIOUS:
5.943 S.F.
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THE BUILDING INSPECTORS PRIOR
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PROPOSED STORAGE AREA:
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----------------------------------------------------- EXFILTRATION = 14' x 60' = 840 S.F. x 2' DEPTH
S 6016'10" E 85.00' (P) 1680 CU. FT. x 30% = 504 CU. FT.
S6°10'18"E85.13'(M)
A
TOTAL STORAGE = 504 CU. FT.
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SEA,OAT"RIV'E460'
1 arck itedura 5i air
�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
COMMUNITY DEVELOPMENT
APPR
®VED
KEVW C. MULL-ICAN
P LINC
c 9O-4> -7-q -7-4
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
.4-
'•
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.
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SEA,OAT"RIV'E460'
1 arck itedura 5i air
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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
COMMUNITY DEVELOPMENT
APPR
®VED
KEVW C. MULL-ICAN
P LINC
c 9O-4> -7-q -7-4
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-,FMOVATION
F O�:
TH F r [' P-1- �'1'F, 15
ARCH I TF_ CTUP,_,
511 PLAN
This drawing is an instrument of service and the
property of Kevin E. 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.
723 J
5/-4/2018
111 = 10' -0"
E
C
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RELOCATED
DOOR
o��10
1
ro
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plan
Al
SCALE:
1/4" =
V-0"
Y
D
D
C
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TY pEVE
C0 a MINT
'OUEO
■
1��SIGN�i�, INC,
904 -7-4 5 5-74
EXISTING SQUARE FOOTAGE
A/C = 2020
PORCH = 94
GARAGE = 588
TOTAL = 2702
PROPOSED SQUARE FOOTAGE
A/C = 2060
PORCH = 560
GARAGE = 548
TOTAL = 3168
DETACHED GARAGE = 594
No: DATE: REMSIONS:
C]�
HOMF PF-NOV/-\-'ION
FOP
TH I, FI, I\I\YF,
�1�01�05�1�
F1-00r�, PLAN
This drawing is an instrument of service and the
property of Kevin E. 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.. 17-213
5/ -h/ 2018
CONTRACTOR TO FIELD
VERIFY ROOF PITCH 12
4F �::
0
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cxistinq front elevation
SCALE 1/4" = 1'-0"
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METAL ROOF OVER
CHARLIE WP100 PEEL AND STICK UNDERLAYMENT ON
7/16" OSB SHEATHING (OR PER ENGINEERING) ON
PRE MANUFACTURED ROOF TRUSSES.
CONTINUOUS GALVANIZED EAVE DRIP
ON CONTINUOUS P.T. 1"x2" ON
CONTINUOUS P.T. 2" x 6"
HARDI BOARD LAP SIDING ON
ZIP WALL SHEATHING ON
2" x 6" STUDS @ 16" O.C..
12
CONTRACTOR TO FIELD
4 VERIFY ROOF PITCH
10' PLATE
10' PLATE
TOI
0 0
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FINISH FLOOR FINISH FLOOI
2 prol
A2 SCALE
-,J rear devation
1/4" = 1'-0"
COMMUNITY DEVELOPMENT
APPROVED
3 ro oso,d sic devation
A2 SCALE 1/4'' = 1'-0"
■
KEVIN I, M UL, L, I CAN
rF5I6NFr_1,_j INC.
No: DATE: REMSIONS:
10
FAM
NOME- r_1_F_N0V/_\_rI0N
f OY�
TH r r I`Y�P-,-YC ">
���VAI�IONS
This drawing is on instrument of service and the
property of Kevin E. 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.
I�-213
5/x}/2018
KF M
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----------------------
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SALE: 1/4" = 1'-0"
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No: DATE: REMSIONS:
FAI
FAI
v�
HOMF P,,FNOVA-rION
FOP
F r F rl,_ r" YF 15
F-L-F-c11�icAL-
PLANS
This crowing is an instrument of service and the
property of Kevin E. 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.
17-213
5/x}/2018
/,411-11-01, /A�)
KIM
WITH LIGHT
PAN,
LIGNT
.............
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..........................
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No: DATE: REMSIONS:
FAI
FAI
v�
HOMF P,,FNOVA-rION
FOP
F r F rl,_ r" YF 15
F-L-F-c11�icAL-
PLANS
This crowing is an instrument of service and the
property of Kevin E. 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.
17-213
5/x}/2018
/,411-11-01, /A�)
KIM