320 10th St RES19-0057 DRWGS 2BRECHBILL - SCHNEIDEREIT RESIDENCE
320 10TH STREET
ATLANTIC BEACH, FLORIDA
PRE DEVELOPMENT AREAS -
LU 1 9,100 S.F.
IMPERVIOUS INCLUDES:
EXISTING HOME, DRIVE,
SHEDS, WALKS, PADS, 3,010 S.F.
TOTAL IMPERVIOUS 3,010 S.F. =.33 %
DESCRIPTION
AREA
LOT AREA
LOT AREA
FLORIDA BUILDING CODE 6th
EDITION (2017) PLUMBING
(SQ. FT.)
(SQ. FT.)
"C'I
Wtd "C„
IMPERVIOUS
3,010
9,100
1.00
0.33
PERVIOUS
6,090
9,100
0.20
0.13
0.20
RUNOFF CO. (C) =
RUNOFF CO. (C) -
0.46
PRE DEVELOPMENT RUNOFF VOLUME = 0.46 x 9,100 S.F. x 9.3 in. / 12 in. / ft
V = 3,244 cu. ft.
POST DEVELOPMENT AREAS.-
LOT
REAS:LOT 9,100 S.F.
BUILDING AREA 3,838 S.F.
DRIVEWAY, POOL,
TERRACE, PADS, STOOPS: 710 S.F.
TOTAL IMPERVIOUS 4,548 S.F. =.50 %
DESCRIPTION
AREA
REQUIREMENTS
LOT AREA
FLORIDA BUILDING CODE 6th
EDITION (2017) PLUMBING
FLORIDA BUILDING CODE 6th
(SQ.
FT.)
(SQ. FT.)
IICII
Wtd IICrr
IMPERVIOUS
4!1
548
9,100
1.00
0.50
PERVIOUS 4;1552
9,100
0.20
RUNOFF CO. (C) =
0.10
0.60
POST DEVELOPMENT RUNOFF VOLUME = 0._60 x 9,100 S.F. x 9.3 in. / 12 in. / ft
V = 4,232 cu. ft.
DELTA VOLUME = 4,232 - 3,244 = '988 cu. ft.
i
STORMWATER STORAGE
EDITION (2017) RESIDENTIAL
REQUIREMENTS
EDITION (2017) ACCESSIBILITY
FLORIDA BUILDING CODE 6th
EDITION (2017) PLUMBING
FLORIDA BUILDING CODE 6th
AREA
% IMPERVIOUS
RUNOFF VOLUME
PREDEVELOPMENT
FLORIDA FIRE PREVENTION CODE 6th EDITION
9,100 s.f.
33%
3,244 cu. ft.
POST DEVELOPMENT
CODES.
9,100 s.f.
50%
4,232 cu. ft.
FRONT STOOP:
60 S.F.
TOTAL IMPERVIOUS:
4,548 S.F.
STORAGE VOLUME REQUIRED:
988 cu. ft.
STORAGE VOLUME PROVIDED-
1,027 cu. ft.
YP) S90000'00"W 70.00' (P)
N 89054'56" W 70.27'(M)
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POOL I }--- II
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BRECHBILL - SCHNEIDEREIT RESIDENCE
320 10TH STREET
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
96 S.F.
CURRENT CITY OF ATLANTIC
BEACH ZONING AND CONSTRUCTION
CODES.
50 S.F.
* 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.
FULL EROSION CONTROL MEASURES
MUST BE INSTALLED PRIOR TO
BEGINNING OF ANY EARTH
DISTURBING ACTIVITIES.
ALL RUNOFF MUST REMAIN ON-SITE
DURING CONSTRUCTION. CANNOT
RAISE SITE ELEVATION.
CONSTRUCTION DUMPSTER CANNOT
BE PLACED IN CITY RIGHT OF WAY.
FULL RIGHT OF WAY RESTORATION,
INCLUDING SOD, IS REQUIRED.
OF ADJACENT HOME. ' + III PROVIDE GUTTER AND DOWNSPOUTS
CONC a
AD ON LOWER ROOF ON WEST SIDE OF HOME
I� WITH PIPING TO r T.
-------------
e p• - I I. i I I ldI
! r -__-____-I
I I I I I
I I I I I 1
-I ; ; i i iII GRAVEL
PROVIDE GU TER AND DOWNSPOUTS �; tI ° i �!_� WALKWAY
ON LOWER ROOF ON EAST SIDE OF HOME
WITH PIPING TO 4G -r'--
I
SILT FENCE (TYP)
SEE DETAILS
I
-+ I
CONSTRUCTION
MATERIAL LAY
DOWN AREA
CONCRETE DRIVE l
WITH GRASS STRIP;
WIDTH 19-6" -
_, I I I
I I
L---- I
I
CONSTRUCTION
Tnil FT
m
I 1 1'j
-- -----+4-----+----
R. L. 1 I I �i- EXISTING MAGNOLIA
I -
TO REMAIN - PROVIDE
I
I +_ PROTECTION
I II
DURING CONSTRUCTION
I
NOTE: OVERFLOW FROM RETENTION AREA
TO DRAIN TO TENTH STREET.
I II
L--� --II
a
SILT FENCE (TYP)
SEE DETAILS
TENTH ST. (40' R/W)
-----------------------------
SHEETINDEX
SP1 SITE LAN
Al FLO PLANS
A2 FLO PLANS
A3 EXTE IOR ELEVATIONS
A4 EXTE IOR ELEVATIONS
A5 EXTE IOR WALL SECTIONS
A6 EXTE IOR WALL SECTIONS
A6.1 BUIL ING SECTION
A7 ELEC RICAL PLANS
A8 ELEC RICAL PLANS
S0.0 DESI N CRITERIA, SPECS
& GENERAL NOTES
S0.1 TYPICAL DETAILS
S1.0 FOUNDATION PLAN
S1.0A FOUNDATION DETAILS
S1.1 1ST LEVEL WALL FRAMING PLAN
S1.2 2ND LEVEL FLOOR &
LOW ROOF FRAMING PLAN
S1.3 2ND LEVEL WALL FRAMING PLAN
Sl A 2ND LEVEL TOWER
/ ROOF FRAMING PLAN
S2.0 FRAMING DETAILS
S2.1 FRAMING DETAILS
S2.2 FRAMING DETAILS
S2.3 FRAMING DETAILS
S3.0 FRAMING DETAILS
PROPOSED STORAGE AREA:
EXFILTRATION = 1,340 S.F. x 2' DEPTH
2,680 CU. FT. x 30% = 804 CU. FT.
RETENTION = 1,340 S.F. X 4" DEPTH X .5 = 223 U. FT.
TOTAL STORAGE = 1,027 CU. FT.
�rchitedura site elan
tpR0\j.E0
KEVIN L` MULLICAM
pE516MF' INC
im
COVERAGE OF LOT
EXISTING COVERAGE:
LOT AREA: 9,100 S.F
HOME S.F.:
DRIVEWAY:
SHED:
PATIO:
PADS:
TOTAL IMPERVIOUS:
2,210 S.F.
475 S.F.
75 S.F.
175 S.F.
75 S.F.
3,010 S.F.
% OF COVERAGE =3,010-- 9,100=
.33%
PROPOSED COVERAGE:
LOT AREA:
9,100 S.F.
HOME S.F.
3,838 S.F.
DRIVEWAY:
224 S.F.
PADS:
96 S.F.
POOL TERRACE:
280 S.F.
POOL COPING:
50 S.F.
FRONT WALKWAY (GRAVEL):
0 S.F.
FRONT STOOP:
60 S.F.
TOTAL IMPERVIOUS:
4,548 S.F.
% OF COVERAGE = 4,548-- 9,100= .50%
No: DATE: REVISIONS:
3-21-'s CITY OF ATLANTIC BEACH COMMENTS
3
4
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Job No: 17_20 Sheet No:
Date: 2/ 15// 20191
Scale:
Drawn: 5r i
Checked