363 12th ST - MISC. DRAWINGS HAND RESIDENCE F., MULL, 1CAN
363 12TH STREET N F_�_ rl�'_.j I N C
ATLANTIC BEACH5 FLORIDA PO ST DEVELOPMENT AREAS: -7-4
PRE DEVELOPMENT AREAS: LOT 30,330 S.F.
30,330 S.F.
LOT BUILDING AREA 5,426 S.F.
IMPERVIOUS INCLUDES: DRIVEWAY, POOL,
EXISTING HOME, DRIVE,
TERRACE, PADS, STOOPS: 6,400 S.F. COVERAGE OF LOT
SHEDS, WALKS,PADS, T225 S.F.
TOTAL IMPERVIOUS 11,826 S.F. = .39 %
TOTAL IMPERVIOUS 7,225 S.F. .24 %
D f R I P T 10 N AREA LOT AREA
DESCRIPTION AREA LOT AREA VICTI 11C11
f1CV1 VICH (SQ. FT.) (SQ. FT.) Wtd
Wtd
(SQ. FT.) (SQ. FT.)
IMPERVIOUS 11,826 30,330 1.00 0.39
IMPERVIOUS 7,225 30,330 1.00 0.24 1 1
--- 0.20 0.15 PERVIOUS 18,504 30,330 0.20 0.12
PERVIOUS 23,155 30,330 -
RUNOFF CO. (C) 0.39 IRUNOFF CO. 0.51
PRE DEVELOPMENT RUNOFF VOLUME 0.39 x 30,33-0 S..Fx 9.3 in. 12 in. ft POST DEVELOPMENT RUNOFF VOLUME 0.51 x 30,330 S.F. x 9.3 in. 12 in. ft
V = 11,988 cu. ft.
V 9,167 cu. ft.
DELTA VOLUME = 11,988 - 9,167 2,821 cu. ft.
PROPOSED COVERAGE:
LOT AREA: 30,330 S.F.
STORMWATER STORAGE REQUIREMENTS
AREA % IMPERVIOUS RUNOFF VOLUME HOME S.F. : 5,426 S.F.
DRIVEWAY: 5,220 S.F.
PREDEVELOPMENT 30,330 s.f. 24 % 9,167 cu. ft. POOLTERRACE: 1,180 S.F.
MOW POST DEVELOPMENT 30,330 s.f. 39 % 11,988 cu. ft. TOTAL IMPERVIOUS: 11,826 S.F.
STORAGE VOLUME REQUIRED: 2,821 cu. ft.
V..-WW..
------ % OF COVERAGE 11,826--30,,300= 39%
11 0111111100-1
STORAGE VOLUME PROVIDED: 2,880 cu. ft.
APPROVED
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T'H F, HAN P I
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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 pro-
pared and publication thereof Is eVressly limited to
such use.
(,--201 Sheet No:
5ite plan Job No:
�Pi SCALE: 107011 Date: 1151 12,11' 2 016
Scale: 1 10,
Drawn:
Chedcach
KF�VIN F., MUL.,L, 1CAN
SHEET INDEX
HAND RESIDENCE
HAND RESIDENCE
SP-1 SITE PLAN
363 12TH STREET ( 9 0-4) 7 4 4
A-1 FIRST FLOOR P-AN
363 12TH STREET
A-2 SECOND FLOOR PLAN
ATLANTIC BEACH FLORIDA
POST DEVELOPMENT AREAS: A-3 EXTERIOR ELE\
V�ATIONS
AT
ATLANTIC BEACH , FLORIDA
A-4 EXTERIOR ELE IONS
A-5 EXTERIOR ELEVATIONS
PRE DEVELOPMENT AREAS:
LOT 30,330 S.F.
A-6 EXTERIOR WALL SECTIONS COVERAGE OF LOT
CODE REQUIREMENTS
A-7 EXTERIOR WALL SECTIONS
LOT 30,330 S.F. A-8 ELECTRICAL PLAN
BUILDING AREA 51426 S.F. NO
UNDERGROUND OR OVERHEAD
A-9 ELECTRICAL PLAN EXISTING COVERAGE:
IMPERVIOUS INCLUDES: UTILITIES IN VICINITY OF PROPOSED
DRIVEWAY, POOL, LOT AREA: 30,330 S.F.
EXISTING HOME, DRIVE, WORK
TERRACE, PADS, STOOPS: 61400 S.F. SO.0 DESIGN CRITERIA AND GENERAL NOTES
SHEDS, WALKS,PADS, 77225 S.F. HOME S.F. : 3,050 S.F.
SO.1 TYPICAL FRAMING DETAILS
SO.2 MISC FRAMING DETAILS DRIVEWAY: 3,910 S.F.
S.F. = .39 % ALL BEDROOMS IN THIS RESIDENCE SHEDS: 265 S.F.
TOTAL IMPERVIOUS 11 ,826
25 S.F. = .24 %
712
TOTAL IMPERVIOUS SO.3 MISC FRAMING DETAILS
TO MEET OR EXCEED THE
S1 .0 FOUNDATION PLAN TOTAL IMPERVIOUS: 7,225 S.F.
EMERGENCY ESCAPE AND FIRE S1 .0G GARAGE FOUNDATION PLAN
% OF COVERAGE 7,225--30,300= .24%
ING AT S1 .01 FOUNDATION DETAILS
REQUIREMENTS BY HAV
DESCRIPTION AREA LOT AREA
DESCRIPTION AREA LOT AREA S1 .1 1ST FLOOR FRAMING PLAN
LEAST ONE WINDOW OPENING PER
licit licit
licit licit Wtd S1 .1G GARAGE 1ST FLOOR FRAMING PLAN
(SQ. FT.) (SQ. FT.) Wtd (SQ. FT.) (SQ. FT.) ROOM OF 5.7 SQUARE FEET AND
S1 .2 TRUSS PLACEMENT PLAN
0.39
IMPERVIOUS 111826 30,330 1 .00
IMPERVIOUS 71225 301330 1 .00 0.24 - MEET THE SILL REQUIREMENTS OF S1 .2G GARAGE TRUSS PLACEMENT PLAN PROPOSED COVERAGE:
0.20 0.12 LESS THAN 44" ABOVE FINI
PERVIOUS 23,105 30,330 0.20 0.15 PERVIOUS 18,504 30,330 S1 .3 2ND FLOOR FRA I PLAN
LOT AREA: 30,330 S.F.
FLOOR. REFER TO WINDOW TAGS S1.4 TRUSS PLACEMENT PLAN
RU (C) - 0.51
(C) - 0.39 NOFF CO. I
RUNOFF CO AND CORRESPONDING ROUGH HOME S.F. : 5,426 S.F.
DRIVEWAY& PADS: 5,220
OPENING SCHEDULE.
POOL TERRACE: 1,180 S.F.
POST DEVELOPMENT RUNOFF VOLUME 0.51 x 30,330 S.F. x 9.3 in. 12 in. ft
12 in. / ft
TYPE OF CONSTRUCTION
PRE DEVELOPMENT RUNOFF VOLUME 0.39 x 30,330 S.F. x 9.3 in. / TOTAL IMPERVIOUS: 11,826 S.F.
V 11 ,988 cu. ft.
V 9,167 cu. ft. TYPE 5B OCCUPANCY CLASS:
% OF COVERAGE 11,826--30,300= .39%
A FOUNDATION SURVEY SHALL BE
GROUP R-3
PERFORMED AND A COPY OF THE
DELTA VOLUME 11 ,988 - 9,167' 2,821 cu. ft.
SURVEY SHALL BE ON THE SITE FOR
FLORIDA BUILDING CODE 5th
THE BUILDING INSPECTORS PRIOR
ADDITION
TO FRAMING INSPECTION OR ALL
2010 FLORIDA RESIDENTIAL CODE
STORMWATER STORAGE REQUIREMENTS PROPERTY MARKERS SHALL BE
2010 FLORIDA PLUMBING CODE
LUME
AREA % IMPERVIOUS RUNOFFVO EXPOSED AND A STRING STRETCHED
2010 FLORIDA FUEL GAS CODE
FROM MARKER TO MARKER TO
PREDEVELOPMENT 30,330 s.f. 24 % 9,167 cu. ft. 2010 FLORIDA MECHANICAL CODE
VERIFY REQUIRED SETBACKS. NO
2011 NATIONAL ELECTRICAL CODE
POST DEVELOPMENT 30,330 s.f. 39 % 11 988 cu. ft.
UNDERGROUNDOROVERHEAD
NFPA 101 LIFE SAFETY CODE -
UTILITIES IN VICINITY OF PROPOSED
FLORIDA MODIFICATIONS 2010
2,821 cu. ft. WORK.
STORAGE VOLUME REQUIRED: FLORIDA FIRE PREVENTION CODE -
2,880 cu. ft. 2010 EDITION
STORAGE VOLUME PROVIDED:
2014 FLORIDA ENERGY CODES
alt P
APPROVED
CURRENT CITY OF ATLANTIC BEACH
NOTE: PROVIDE POOL FENCING X 0 ZONING AND CONSTRUCTION CODES.
AND GATE PER CODE.
---------------------------------- ------ 0.3'
T------------
0.5 S0605g_'.5FE-T6g. gr(Aff�
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7513.R.L.
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EXFILTRAfION 41800 S.F. x 2' DEPTH
00
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CID 2 880 CU. FT.
x 30PN'
OD
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I r-----i
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TOTAL STORAGE 2,880 CU. FT., I
------ - ----
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No: DATE: REVISIONS:
41
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NOTE: PROVIDE POOL FENCING 0 5ITF, PLAN
AND GATE PER CODE. This drawing Is an Instrument of service and the
.0
LO property of Kevin E. Mulllcan. and shall
L0
remain his property. The use of this drawing shall
C_� be restricted to the original site fbr which It Is pro-
pared and publication thersof Is expressly limited to
such use.
architectural 5ife an Sheet No:
ri 16-201
Job No.-
NOTE: PROVIDE POOL FENCING v"
SCALE: 1 10'-0" L== U
Date: 712712016
AROUND REAR YARD PER CODE. \I.�Pi
Scale:
AUG I q 2016
Drawn:
Chedce&.
44o,
11 All
MULLICAN
SHEET INDEX
HAND RESIDENCE I N C
HAND RESIDENCE
SP-1 SITE PLAN
363 12TH STRE
363 12TH STREET A-1 FIRST FLOOR PLAN
A-2 SECOND FLOOR PLAN
ATLANTIC BEA RI
ATLANTIC BEACH FLORIDA POST DEVELOPMENT AREAS: A-3 EXTERIOR ELEVATIONS
A-4 EXTERIOR ELEVATIONS
PRE DEVELOPMENT AREAS: A-5 EXTERIOR ELEVATIONS
LOT 30,330 S.F.
A-6 EXTERIOR WALL SECTIONS COVERAGE OF LOT
CODE REQUIREMENTS
A-7 EXTERIOR WALL SECTIONS
LOT 30,330 S.F.
51426 S.F. A-8 ELECTRICAL PLAN
BUILDING AREA
NO UN
DERGROUND OR OVERHEAD
A-9 ELECTRICAL PLAN
IMPERVIOUS INCLUDES: UTILITIES IN VICINITY OF PROPOSED EXISTING COVERAGE:
DRIVEWAY, POOL,
EXISTING HOME, DRIVE, WORK LOT AREA: 30,330 S.F.
TERRACE, PADS, STOOPS: 67400 S.F.
SO.0 DESIGN CRITERIA AND GENERAL NOTES
S.F.
SHEDS, WALKS,PADS, 71225
HOME S.F. : 3,050 .F.
SO.1 TYPICAL FRAMING DETAILS
DRIVEWAY: 3,910 S.F.
11 ,826 S.F. = .39 % SO.2 MISC FRAMING DETAILS
TOTAL IMPERVIOUS ALL BEDROOMS IN THIS RESIDENCE SHEDS: 265 S.F.
TOTAL IMPERVIOUS 71225 S.F. .24 %
S0.3 MISC FRAMING DETAILS
TO MEET OR EXCEED THE
S1 .0 FOUNDATION PLAN TOTAL IMPERVIOUS: 7,225 S.F.
EMERGENCY ESCAPE AND FIRE S1 .0G GARAGE FOUNDATION PLAN
%OF COVERAGE 7,225--30,300= .24%
REQUIREMENTS BY HAVING AT S1.01 FOUNDATION DETAILS
DESCRIPTION AREA LOT AREA
DESCRIPTION AREA LOT AREA LEAST ONE WINDOW OPENING PER S1 .1 1ST FLOOR FRAMING PLAN
licit licit licit licit
(SQ. FT.) SQ. FT.) Wtd
(SQ. FT.) (SQ. FT.) Wtd ROOM OF 5.7 SQUARE FEET AND S1 .1G GARAGE 1ST FLOOR FRAMING PLAN
S1 .2 TRUSS PLACEMENT PLAN
11 ,826 301330 1 .00 0.39
MEET THE SILL REQUIREMENTS OF
IMPERVIOUS 71225 30,330 1 .00 0.24 IMPERVIOUS S1 .2G GARAGE TRUSS PLACEMENT PLAN PROPOSED COVERAGE:
30,330 0.20 0.12 LESS THAN 44" ABOVE FINISHED
PERVIOUS 18504
PERVIOUS 23,105 30,330 0.20 0.15 S1 .3 2ND FLOOR FRAMING PLAN LOT AREA: 30,330 S.F.
RUNOFF CO. (C) 0.51 FLOOR. REFER TO WINDOW TAGS S1 .4 TRUSS PLACEMENT PLAN
0.39
RUNOFF CO. (C) AND CORRESPONDING ROUGH
HOME S.F. : 5,426 S.F.
DRIVEWAY& PADS: 5,220 S.F.
OPENING SCHEDULE.
POOL TERRACE: 1,180 S.F.
NOR VOLU 30,330 2 in, / ft
PRE DEVELOPMENT RUNOFF VOLUME 0.39 x 30 S.F. x 9.3 in. 12 in. ft POST DEVELOPMENT RU ME 0.51 x S.F. x 9.3 in.
TYPE OF CONSTRUCTION
V 11 988 cu. ft. TOTAL IMPERVIOUS: 11,826 S.F.
V 9,167 cu. ft.
TYPE 5B OCCUPANCY C A S:
% OF COVERAGE 11,826--30,300= .39%
A FOUNDATION SURVEY SHALL BE
GROUP R-3
PERFORMED AND A COPY OF THE
DELTA VOLUME 11 ,988 - 9,167 2,§21 cu. ft.
SURVEY SHALL BE ON THE SITE FOR
FLORIDA BUILDING CODE 5th
THE BUILDING INSPECTORS PRIOR
ADDITION
TO FRAMING INSPECTION 'OR ALL
N
2010 FLORIDA RESIDENTIAL CODE
STORMWATER STORAGE REQUIREMENTS
PROPERTY MARKERS SHALL BE
. . ,.2410 FLORIDA-PLUMBING CODE
�"AREA% IMPERViOUS
_A
NQAAT.RING RETCHED
2010 FLORIDA FUEL GAS CODE
9,167 cu. ft. FROM MARKER TO MARKER TO
24 %
PREDEVELOPMENT 30,330s 2010 FLORIDA MECHANICAL CODE
- VERIFY REQUIRED SETBACKS. NO
POST DEVELOPMENT 30,330 s.f. 39 % 11 988 cu. ft. 2011 NATIONAL ELECTRICAL CODE
UNDERGROUND OR OVERHEAD
NFPA 101 LIFE SAFETY CODE
UTILITIES IN VICINITY OF PR FLORIDA MODIFICATIONS 2010
27821 cu. ft. WORK.
STORAGE VOLUME REQUIRED:
FLORIDA FIRE PREVENTION CODE -
STORAGE VOLUME PROVIDED: 2,880 cu. ft. 2010 EDITION
2014 FLORIDA ENERGY CODES
CURRENT CITY OF ATLANTIC BEACH
NOTE: PROVIDE POOL FENCING Nt ZONING AND CONSTRUCTION CODES.
IX C)
AND GATE PER CODE.
----------------------------------- -------
- - - .......... 0.3
0.5 S0605P-56-T-T69
I I I I allow I
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7.613.R.L.
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TOTAL STORAGE 27880 CU. FT.
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No: D
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8/1 5A
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AND GATE PER CODE. FILE COPY
.0 Ihis drawing Is an Instrument of w-v4ce and the
(_0
property of Kevin E. Mullican. and shall
shall
remain his property. The use of this drawing
C_�
be restricted to the original site for which It Is pro-
pared and publication thereof to expressly limited to
such use.
�6 pan
arch itectural !5 i Job No: set No:
NOTE: PROVIDE POOL FENCING - 1 16-201 Sh
SCAL it 10-0111 AUG 1 9 2016
Date:
AROUND REAR YARD PER CODE. 112712016
Scale:
Drawn:
Checkod:-
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ET
CH FLO DA
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0
LOT
4,9
41'Ttl
x(8.8)
9 S87*35'04"E 175.81'(PLAT)
1),�,- ,
V41634 VD)
e t4ol ky, x(9.2)
A0
A()q A
3 x(19.0)-
tA e 300 OAK
(7.7).....1114 POINT OF BEGINNING
-I P"
3 THE NORTHWEST CORNER OF LOT 32
tA0
wo
# 8" LIGUSTRUM
4m
lip PALM Sw LIGUSTRUM %P
01). 0.
2. to
.0
7.0) go MAGNOLIA 20" OAK 13' OAK
2-1 U
6 PALMS
9. r
(7-0 REMAINING PORTION OF LOT 32
12- PALM
(7.7) �270 OAK 30' 18.678.42 SQUARE FEET * >
120 P HICKORY
X(9.4
12- P" WIPP'14" PALM 261 OAK
711
l2llk PALM
0
ale 12" PALM X(7.7X 0,
(w)
120 PALM
x 0
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M. 1 24" OAK 9 r
0
CONC
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t484018110
MON
Ui
PLAT)
213.16'('
UY S83-42!W
Ali OF LOT 32
UNE
0 -THE SOUTH
Ln sjj"�(ACT) FND. 1/27
N84-1 D) AT) #3672
61
29. 857 89.7
U) *E SET 5/er I-R' 0 I.D.
N 9 FND.1/2� LIP, N - I
32" OAK 0.64!
12m PALM THE SOU WEST-/ I PALM S7616"14!*W,
CORNER OF OT 32
�c
-P 0 two (9.5) 60-00V MAP SHOWING BOUNDARY AND
(9.7)
TOPOGRAPHIC SURVEY OF
2" OAK
%0 F(7 8�
-A 120 PALM (A
�.5) 12* PALM to 0 110
IMO) (A A PORTION OF LOTS 32, 34 AND 35, BLOCK 1 AS SHOWN ON THE PLAT OF
01
SELVA MARINA UNIT No.1 AS RECORDED IN PLAT BOOK 23, PAGE 4 OF THE
15" OAK CURRENT PUBLIC RECORDS OF DUVAL COUTNY, FLORIDA AND BEING MORE
x(7.2)
2r WILLOW m 30" Ol PARTICULARLY DESCRIBED AS FOLLOWS:
26" OAK
(DESCRIPTION OF RECORD)
8" PALM
22" OAK
ift
40 LOT 35, EXCEPT THE WEST 15 FEET THEREOF, LOT 34,' EXCEPT THE EAST 60
-HEREOF, AND THAT PART OF LOT 32, DESCRIBED AS FOLLOWS:
IX PALM go PALM MAGNOLIAS FEET I
-IN BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 32, THENCE RUN
all e-11
SOUTHERLY ALONG THE WEST LINE OF SAID LOT 32 TO THE SOUTHWEST
3 t8m
ORNER THEREOF, THENCE RUN EASTERLY ALONG THE SOUTH LINE OF SAID
0), x(9.1) c
THENCE RUN
QA �.LOT 32v A DISTANCE OF 29.75 FEET TO A POINT,
LOT 0 NORTHWESTERLY A DISTANCE OF 104.97 FEET, MORE OR LESS TO THE POINT
UAL CIA �5
0
(IMPROVEMENTS AOT LOCATED) 0) F BEGINNING ALL IN BLOCK 1, SELVA MARINA, ACCORDING TO THE PLAT
(7.6) (8.6)-X )> 0
1 08 THEREOF, AS RECORDED IN PLAT BOOK 23, PAGE 4 OF THE PUBLIC RECORDS
1Ax
I ul 0 OF DUVAL COUNTY, FLORIDA
�0) . rn
(7.7) 0)
(A, 0
rn S16NATURE HOWES & DEWLICIPMEAff
X(7.8) a CER77FIED TO.
I V MAPLE 6 > 0
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0) 90
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y- % 0
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r 0
TOPOGRAPHIC LEGEND
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(8.40) TOPO SPOT ELEVATION HARD
ID TOPO SPOT ELEVATION GROU �op
-01 : FILE C
u ND
*00 -Mo)- - - MAJOR CONTOUR LINE Y..
30" OAK -(8-5)- - - MINOR CONTOUR LINE
120 PALM
20" OAK
X(9.2)
rl
((118)
118) CURVE DATA C1 SOURCE BENCH)WARK.
(& 1 Br OAK S83*22'1 VOW A NAIL IN A 12* POWER POLE ON THE
10" PALM
(7.a) 10* PALM 19" OAK CH = 104.57' NORTHEAST CORNER OF 12th. STREET AUG
12" OAK --------------- ---------- - R 848.51' AND EAST COAST DRIVE. .2 201.6.
ELEVA71ON: (10.59)
ro r------ A 104.63 DATUM: NAVD-88
0 X(B..i) AK
-A -A 35' 31" 0
2" PALM 07*03'55"
x( .8
16" OAK
M ir AK
14" OAK
12� PALM 12* PALM 0
12- PALM 0
180 OAK TOPO V41TH 1.0' CONTOURS: W.O. #15092 1; 08-09-16 (FIELD)
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
12" PALM 0 o FND. 4"x4"
22- OAK THERE MAY BE ADDMONAL EASEMENTS AND/OR RESTRIC71ONS THAT ARE NOT SHOWN
cil CONIC MON.
25* OAK 90-00(PLAT) ON THIS SURVEY THAT MAY BE FOUND IN THE PUBUC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED.
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DC: 79816-150921 DR. BY KMDW DIR. P:\2016\79816-150921-TOPO ORMR No. 150921 FXE 79816