116-120 Jackson Rd RES18-0398&0397dwgs3TOWNHOUSES
116-120 JACKSON ROAD
ATLANTIC BEACH, FLORIDA
ABBREVIATION5
A.G.T.
ACOUSTICAL CEILING TILE
EAU.H,
ELECTRIC WATER HEATER
MIN,
MINIMUM
ADJ.
ADJACENT
EL.
ELEVATION
N.I.C.
NOT IN CONTRACT
A/C
AIR CONDITIONING UNIT
EXH.
EXHAUST
N.T.S.
NOT TO SCALE
ALT.
ALTERNATE
EXT.
EXTERIOR
O.G.
ON CENTER
ALUM.
ALUMINUM
F,G.
FIBERGLASS
OPNG.
OPENING
AWN.
AWNING WINDOW
FIN.
FINISH
PT
PAINT
BLK.
BLOCK
FIN, CLG.
FINISHED CEILING
P.V.C.
POLYVINYL CHLORIDE
BOT.
BOTTOM
FIN. FLR.
FINISHED FLOOR
P.T.
PRESSURE TREATED
BLDG.
BUILDING
F.D.
FLOOR DRAIN
Q.T.
QUARRY TILE
B.U.
BUILT-UP
GALV.
GALVANIZED
REINF.
REINFORCED
CAB.
CABINET
GL, BK.
GLASS BLOCK WINDOW
REQD.
REQUIRED
CPT.
CARPET
GWB
GYPSUM WALL BOARD
R
R15ER
C.I.
CAST IRON
HDW.
HARDWARE
RD,
ROOF DRAIN
CL,
CENTERLINE
HGT.
HEIGHT
S.H.
SINGLE HUNG WINDOW
C.T.
CERAMIC TILE
HORZ.
HORIZONTAL
5HT,
SHEET
C.W.
COLD WATER
HB.
HOSE BIBS
51M.
51MILAR
CONC,
CONCRETE
N.W.
HOT WATER
5L.
SLOPE
C.M.U.
CONCRETE MA50NRY UNIT
ID.
IN51DE DIAMETER -._
SPEC.
SPECIFICATIONS
CONT.
CONTINUOUS
IN5UL.
INSULATION
STL.
STEEL
Cj.
CONTROL JOINT
JAN.
JANITOR
THK.
THICK
C.F.M.
CUBIC FEET PER MINUTE
JT.
JOINT -
TtG
TONGUE AND GROOVE
DH.
DOUBLE HUNG WINDOW
LAM:
LAMINATE (D)
TYP.
TYPICAL
D15P.
DISPENSER
LAV.
LAVATORY
VERT,
VERTICAL
DN
DOWN
M.O.
MASONRY OPENING
V.C.T.
VINYL COMPOSITION TILE
DWG
DRAWING
MAIL.
MATERIAL
W.I.G.
WALK-IN CLOSET
EA.
EACH
MAX.
MAXIMUM
WRGWB
WATER RE515TANT GYPSUM WALLBOARD
ELEC.
ELECTRIC
MECH,
MECHANICAL
W.W.M.
WELDED WIRE MESH
E.W.C.
ELECTRIC WATER COOLER
MTL.
METAL
W.C.
WATER CL05ET
MP.
METAL PANEL
UR
URINAL
WIND LOAID5
DRAWING NUMBER
WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R3012(2)
X
A-
BASIC WIND SPEED:
WIND DESIGN METHOD: A5CE 1-10
IMPORTANCE FACTOR:
EXPOSURE CATEGORY:
EXPOSURE CLASSIFICATION:
MEAN ROOF HEIGHT
ROOF ANGLE: (30-45 DEGREES)
EDGE STRIP
130 MPH
C (544 COFF.)
ENCLOSED
29 FT.
33,6901 DEGREES (8:12)
40 FT.
COMPONENT AND CLADDING WIND LOADS
3,906 SF.
SECTION IS DF:AUAd
ZONE EFFECTIVE WIND AREA (5F)
ADJUSTED WIND LOAD(PSF)
1 10
38.92
-42.56
1 20
318
-40.46
1 50
36.4
-3152
1 100
3528
-3628
2 10
36.92
-49.0
2 20
318
-4116
2 50
36.4
-44.8
2 100
3528
-4256
3 10
38.92
-49.84
3 20
318
-4116
3 50
36.4
-448
3 100
3528
-4256
4 10
4216
-462
4 20
4016
-442
4 50
38.1
-41.1
4 100
363
-398
5 10
42b
-51.0
5 20
4016
-532
5 50
38.1
-48.0
5 100
363
-442
DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING
IS THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL
MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES
5
SILT FENCE w/ FILTER CLOTH
K, (MIRAFI, POLYFILTER OR APPROVED
EQUAL) ON WOOD STAKES 6 MAX. 6'-0" O.C.
FLOW GRADE
BACKFILL FENCE AFTER PLACING FENCE
SCALE: 3/4"--l'-O"
1. PLACE FENCE AT ENTIRE PERIMETER OF SITE.
2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK
PERIOD.
5i'M5OL5
NORTH INDICATES
`�QMEN�
PpR
P
IMF RVICU5 5URFACE
DRAWING NUMBER
SECTION
X
A-
SHEET NUMBER
WHERE
3,906 SF.
3,906 SF.
SECTION IS DF:AUAd
-
1,1965F.
X
DRAWING NUMBER
410 SF.
DETAIL
A -
SHEET NUMBER
DETAIL 15 DR
WHERE
l N
1,121 SF.
A
ELEVATION LETTER
ELEVATIONS
D A 5 B�—
SHEET NUMBER WHERE
C
ELEVATION 15
DRAWN
DOOR
O
WINDOW
AQ
`�QMEN�
PpR
P
IMF RVICU5 5URFACE
CALCULATION5:
AREA:
EXISTING:
POST CONSTRUCTION:
LOT
3,906 SF.
3,906 SF.
HOUSE
-
1,1965F.
CONCRETE, (CARPORT, DRIVE, WALK ETC.)
-
410 SF.
EQUIPMENT PADS
-
9 SF.
TOTAL IMPERVIOUS SURFACE AREA CREDIT
1,121 SF.
1,615 SF.
% IMPERVIOUS
28.8 %
413%
REMAINING 242 SF.
INCREASE = 584 5F.
RETENTION REQUIRED: V=CAR/12
V=16 x 584 S.F. x 93/12 = 212 CF.
RETENTION SHOWN =282 CF.
3125' 31.25'
F___T
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- - - - EL. EDGE OF PAVEMENT =10.6' 3125' - -
JACKSON ROAD
INDEX OF IDAUJIN 5:
TITLE SHEET, SITE PLAN, DATA
PREVIOUS EXISTING IMPERVIOUS PLAN
FIRST FLOOR PLANS
ELEVATIONS
ELEVATIONS, VENTILATION PLAN
WALL SECTIONS
WALL SECTIONS
DETAILS
STRUCTURAL PLANS
NOTES, SCHEDULE, DETAILS
OPTIONAL HOLDDOWN SYSTEMS
ELECTRICAL PLANS, LEGEND
5ITE FLAN
SCALE:
5ULDING GOIDE 5UMMP r
CITY OF ATLANTIC BEACH ZONING CODE
FLORIDA RESIDENTIAL CODE 2011
NATIONAL ELECTRIC CODE 2011
VISIONS)
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SCALE: 1/4"=I'-0"
A/C AREA = 931 SF.
2 HOUR RATED WALL,
2 LAYERS Y' XGWB EACH SIDE 2x4 STUDS tP 16"
D.C. GWB EXTEND FROM SLAB t0 UNDERSIDE OF
ROOF DECK AND TO EXTERIOR SIDE OF STUDS
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�I
GARAGE
5/g" CsWB CEILING
L---------------y------flr-M----
SHEAR F RAME - SEE 1/5-2
2 DRIVEWAY
A-5
13'-6"
7'-2"
FOYER
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EDGE OF SLAB
1 H.B. pr
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M
20'-6"
FI
F PLOOR FL N
SCALE: I/4" = I' -0"
A/C AREA = 104 5F.
GARAGE / MUD AREA -- 301 5F.
LANAI, STORAGE, PORCH -- 185 S.F.
TOTAL FOOTPRINT _ 1,196 S.F.
Elm
WALK
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COMMON � �,
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2x4 FRAMED UNLESS OTHERWISE
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13'-6"
7'-2"
FOYER
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EDGE OF SLAB
1 H.B. pr
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M
20'-6"
FI
F PLOOR FL N
SCALE: I/4" = I' -0"
A/C AREA = 104 5F.
GARAGE / MUD AREA -- 301 5F.
LANAI, STORAGE, PORCH -- 185 S.F.
TOTAL FOOTPRINT _ 1,196 S.F.
Elm
WALK
��y pEVEtCpMEN�
COMMON � �,
jj 71
ALL EXTERIOR AND INTERIOR WA —\s 11 :��-�, ')
2x4 FRAMED UNLESS OTHERWISE
NOTED
DATE OF
ISSUE
II -30-18
DRAWN BY:
HGP
SHEET NO.
JACKSON
A- 1
17028
F0.
asy
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DATE OF
ISSUE
II -30-18
DRAWN BY:
HGP
SHEET NO.
JACKSON
A- 1
17028
a
SCALE: 1/4 I'-0"
NORTH ELEVATION
SCALE: 114"--1'-0"
TARING
FLOOR
RU55 SEARING
01*JZ
V�`DpMEN�
9
d
a
z
O
W
REVISIONS')
DATE OF
ISSUE
11-30-18
DRAWN BY:
NGP
SHEET NO.
JACK50N
A-2
� - �11