116-120 Jackson Rd RES18-0398&0397dwgs2TOWNHOUSES
116-120 JACKSON ROAD
ATLANTIC BEACH, FLORIDA
AE35REYIATI®N5
A.C.T.
ACOUSTICAL CEILING TILE
ADJ.
ADJACENT
A/C
AIR CONDITIONING UNIT
ALT.
ALTERNATE
ALUM.
ALUMINUM
AWN,
AWNING WINDOW
BLK
BLOCK
BOT.
BOTTOM
BLDG.
BUILDING
B.U.
BUILT-UP
CAB,
CABINET
CPT.
CARPET
C.I.
CAST IRON
GL.
CENTERLINE
G.T.
CERAMIC TILE
C.W.
COLD WATER
CONC,
CONCRETE
C.M.U.
CONCRETE MASONRY UNIT
CONT,
CONTINUOUS
C.J.
CONTROL JOINT
C.F.M.
CUBIC FEET PER MINUTE
DH.
DOUBLE HUNG WINDOW
DISP.
DISPENSER
DN.
DOWN
DWG.
DRAWING
EA.
EACH
ELEC.
ELECTRIC
E.W.C.
ELECTRIC WATER COOLER
E.WH.
ELECTRIC WATER HEATER
MIN,
MINIMUM
EL.
ELEVATION
N.I.C.
NOT IN CONTRACT
EXH.
EXHAUST
N.T.5.
NOT TO SCALE
EXT,
EXTERIOR
O.C.
ON CENTER
F.G.
FIBERGLASS
OPNG.
OPENING
FIN.
FINISH
PT
PAINT
FIN. CLG.
FINISHED CEILING
P.V.G.
POLYVINYL CHLORIDE
FIN. FLR,
FINISHED FLOOR
P.T.
PRESSURE TREATED
FD.
FLOOR DRAIN
Q.T.
QUARRY TILE
GALV.
GALVANIZED
REINF.
REINFORCED
GL. BK
GLA55 BLOCK WINDOW
READ.
REQUIRED
GWB
GYPSUM WALL BOARD
R.
RISER
HDW.
HARDWARE
RD.
ROOF DRAIN
PGT.
HEIGHT
5.H.
SINGLE HUNG WINDOW
PORI.
HORIZONTAL
SHT.
SWEET
H.B.
HOSE BIBB
SIM.
51MILAR
H.W.
HOT WATER
5L.
SLOPE
I.D.
INSIDE DIAMETER
SPEC.
SPECIFICATIONS
IN5UL.
INSULATION
STL.
STEEL
JAN,
JANITOR
TWK,
THICK
JT,
JOINT
TtG
TONGUE AND GROOVE
LAM.
LAMINATE (D)
TYP.
TYPICAL
LAV.
LAVATORY
VERT.
VERTICAL
MPJ.
MASONRY OPENING
Y.C.T.
VINYL COMPOSITION TILE
MATL.
MATERIAL
W.I,C,
WALK-IN CLOSET
MAX.
MAXIMUM
WRGWB
WATER RE515TANT GYPSUM WALLBOARD
MECW,
MECHANICAL
WWM.
WELDED WIRE MESH
MTL.
METAL
W.C.
WATER CLOSET
M.P.
METAL PANEL
UR,
URINAL
UJIND LCN5
)(
DRAWING NUMBER
WIND DESIGN PER FBC RE51DENTIAL 2010, TABLE R3012(2)
A-
5A51C WIND SPEED:
WIND DE51GN METHOD: A5CE 1-10
IMPORTANCE FACTOR:
EXPOSURE CATEGORY:
EXPOSURE CLA551FICATION:
MEAN ROOF PEIGHT
ROOF ANGLE: (30-45 DEGREES)
EDGE STRIP
130 MPH
I
C (544 COFF.)
ENCLOSED
29 FT.
33b901 DEGREES (8:12)
4.0 FT.
COMPONENT AND CLADDING WIND LOADS
DETAIL IS DRAWN
EQUIPMENT PADS
ZONE EFFECTIVE WIND AREA (5F)
ADJUSTED WIND LOAD(P5F)
1 10
38.152
-42.56
1 20
31.8
-40.46
1 50
36.4
-31.52
1 100
3528
-3628
2 10
38.92
-490
2 20
318
-411b
2 50
36.4
-448
2 100
3528
-4256
3 10
38.92
-49.84
3 20
318
-41b
3 50
36.4
-448
3 100
3528
-42.56
4 10
42.6
-462
4 20
40b
-442
4 50
38.1
-41.1
4 100
363
-39.8
5 10
42.6
-51.0
5 20
40b
-532
5 50
38.1
-48.0
5 100
36.3
-442
DE51GN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING
15 THE RE5PONS151LITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL
MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES
•`
61 SILT FENCE w/ FILTER CLOTH
(MIRAFI, POLYFILTER OR APPROVED
EQUAL) ON WOOD STAKES s MAX. 6'-O" O.C.
FLOW > GRADE
vv ��
i� , , , BACKFILL FENCE AFTER PLACING FENCE
III Ow
MrAl= i - am
SCALE: 3/4": I' -0"
I. 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.
NORTH INDICATES DIRECTION OF NORTH
DRAWING NUMBER
SECTION X
A- SWEET NUMBER WHERE
SECTION 15 DRAWN
II°IFE VICU5 5URFAGE GALCULATiON&
)(
DRAWING NUMBER
DETAIL
A-
SWEET NUMBER WHERE
1,1965F.
CONCRETE, (CARPORT, DRIVE, WALK ETC.
DETAIL IS DRAWN
EQUIPMENT PADS
A
TOTAL IMPERVIOUS SURFACE AREA CREDIT
1,121 SF. 1,615 S.F.
% IMPERVIOUS
ELEVATION LETTER
ELEVATIONS
D A-5 B�
SHEET NUMBER WHERE
5-2
C
ELEVATION IS DRAUN
DOOR
O
ELECTRICAL PLANS, LEGEND
WINDOW
Q
II°IFE VICU5 5URFAGE GALCULATiON&
AREA:
EXISTING: P05T CONSTRUCTION:
LOT
3906 S.F. 3,906 S.F.
HOUSE
1,1965F.
CONCRETE, (CARPORT, DRIVE, WALK ETC.
- 410 S.F.
EQUIPMENT PADS
- 9 5F.
TOTAL IMPERVIOUS SURFACE AREA CREDIT
1,121 SF. 1,615 S.F.
% IMPERVIOUS
26.8% 41.3%
REMAINING 242 S.F.
INCREASE : 584 S.F.
RETENTION REQUIRED: v=CAR/12
V=b x 584 SF. x 9.3/12 = 212 CF.
RETENTION SHOWN =282 GF.
3125' 3125'
f
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20-6"
DRIVE
I
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11
I
11
I
II
FOYER l
SEL. FIN. FLR = 1731'
WALK
1'-9"
M
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- - - - - - - - - - - - - - - - - -
1 20'-@" FRONT SET 3AC It,
II I
1 - - - - - 5'_0" DRMNAGE EASEMENT i
------- 1- ----
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I 10-0" PA EMENT EA5EMENi -- I
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L. EDGE OF PAVEMENT=10.6' 31.25
JACKSON ROAD
INDEX OF IDAUJIN5
T-1
TITLE SHEET, SITE PLAN, DATA
T-2
PREVIOUS EXISTING IMPERVIOUS PLAN
A-1
FIRST FLOOR PLANS
A-2
ELEVATIONS
A-3
ELEVATIONS, VENTILATION PLAN
A-4
WALL SECTIONS
A-5
LUALL SECTIONS
A -F
DETAILS
5-1
STRUCTURAL PLANS
5-2
NOTES, SCHEDULE, DETAILS
5-3
OPTIONAL HOLDDOLUN 5YSTEM5
E-1
ELECTRICAL PLANS, LEGEND
5ITE„FLAN
SCALE:
AIR CONDITIONED AREA
Ur
m
FIRST FLOOR
= 104 5F.
SECOND FLOOR
= 931 Sr-.
PORCHES
= 301 Sr-.
U
cy)P4
GARAGE
185 S.F.
W
5ULDING GODS
AFFLICABLE CODES:
CITY OF ATLANTIC BEACH ZONING CODE
FLORIDA RESIDENTIAL CODE 2011
NATIONAL ELECTRIC CODE 2011
VISION
A
U
0
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04
�ZZ
W0U
yi�4 <
U (�
0 ti �4
z O H
i0 ,1
DATE OF
ISSUE
11 -30 -IS
DRAWN BY:
HCsP
SHEET NO.
JACKSON
T-1
11028
�i
Ur
m
vW
Na
L'
V
U
cy)P4
W
c 44
�Y
H
4 W
W
DATE OF
ISSUE
11 -30 -IS
DRAWN BY:
HCsP
SHEET NO.
JACKSON
T-1
11028
TOWNHOUSES
116-120 JACKSON ROAD
ATLANTIC BEACH, FLORIDA
A55FE /IATiCNS
A.C.T.
ACOUSTICAL CEILING TILE
ADJ.
ADJACENT
A/C
AIR CONDITIONING UNIT
ALT.
ALTERNATE
ALUM.
ALUMINUM
AWN,
AWNING WINDOW
BLK
BLOCK
BOT,
BOTTOM
BLDG.
BUILDING
B.U.
BUILT-UP
CAB.
CABINET
CPT.
CARPET
C.I.
CAST IRON
CL.
CENTERLINE
C.T.
CERAMIC TILE
C.W.
COLD WATER
CONC.
CONCRETE
G.M.U.
CONCRETE MASONRY UNIT
CONT,
CONTINUOUS
C.J.
CONTROL JOINT
C.F.M.
CUBIC FEET PER MINUTE
DH.
DOUBLE HUNG WINDOW
DI5P.
DISPENSER
DN.
DOWN
DWG.
DRAWING
EA.
EACH
ELEC.
ELECTRIC
E.W.C.
ELECTRIC WATER COOLER
E.W.H.
ELECTRIC WATER HEATER
MIN.
MINIMUM
EL.
ELEVATION
N.I.C.
NOT IN CONTRACT
EXH.
EXHAUST
N.T.S.
NOT TO SCALE
ExT.
EXTERIOR
O.G.
ON CENTER
F.G.
FI5ERGLA55
OPNG.
OPENING
FIN.
FINISH
PT
PAINT
FIN. CLG.
FINISHED CEILING
P.Y.C.
POLYVINYL CHLORIDE
FIN, FLR.
FINISHED FLOOR
P.T.
PRE55URE TREATED
FD.
FLOOR DRAIN
Q.T.
QUARRY TILE
GALV.
GALVANIZED
REINF.
REINFORCED
GL. BK.
GLASS BLOCK WINDOW
READ.
REQUIRED
GWB
GYPSUM WALL BOARD
R
RISER
HDW.
HARDWARE
R.D.
ROOF DRAIN
HGT.
HEIGHT
5.14,
SINGLE HUNG WINDOW
HORZ.
HORIZONTAL
SHT.
SHEET
W.B.
H05E BIBB _
SIM.
51MILAR
H.W.
HOT WATER
5L.
SLOPE
I.D.
INSIDE DIAMETER
SPEC,
SPECIFICATIONS
INSUL.
INSULATION
STL.
STEEL
JAN,
JANITOR
THK.
THICK
JT.
JOINT
TdG
TONGUE AND GROOVE
LAM.
LAMINATE (D)
TYR
TYPICAL
LAV.
LAVATORY
VERT.
VERTICAL
M.O.
MASONRY OPENING
V.C.T.
VINYL COMPOSITION TILE
MATL.
MATERIAL
W.I.G.
WALK-IN CLOSET
MAX,
MAXIMUM
WRGWB
WATER RESISTANT GYPSUM WALLBOARD
MECH.
MECHANICAL
W.WM.
WELDED WIRE MESH
MTL.
METAL
W.C.
WATER CLOSET
M.P.
METAL PANEL
UR
URINAL
LUIND LOAD5
X
DRAWING NUMBER:
WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R3012(2)
A-
BASIC WIND SPEED:
WIND DESIGN METHOD: ASCE 1-10
IMPORTANCE FACTOR:
EXPOSURE CATEGORY:
EXPOSURE CLA551FICATION:
MEAN ROOF HEIGHT
ROOF ANGLE: (30-45 DEGREES)
EDGE STRIP
130 MPH
I
C (5xl.4 COFFJ
ENCLOSED
29 FT.
33.6901 DEGREES (8:12)
4.0 FT.
COMPONENT AND CLADDING WIND LOADS
DETAIL 15 DRAWN
EQUIPMENT PADS
ZONE EFFECTIVE WIND AREA (5F)
ADJUSTED
WIND LOAD(106F)
1 10
38.92
-42.56
1 20
31.8
-40.46
1 50
36.4
-31.52
1 100
3528
-36.28
2 10
38.92
-49.0
2 20
31.8
-41.6
2 50
36.4
-44.6
2 100
3528
-42.56
3 10
38.92
-49.84
3 20
31.8
-41b
3 50
36.4
-44.8
3 100
3528
-42.56
4 10
42.6
-462
4 20
40.6
-442
4 50
38.1
-41.1
4 100
363
-39.8
5 10
42.6
-51.0
5 20
40.6
-53.2
5 50
38.1
-48.0
5 100
36.3
-442
DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING
15 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL
MEET THE COMPONENT AND CLADDING DESIGN WIND PRE55URES
2
5�M50L5
61 SILT FENCE w/ FILTER CLOTH
cn (MIRAFI, POLYFILTER OR APPROVED
EQUAL) ON WOOD STAKES s MAX. V-0" O.C.
FLOIU GRADE
vv \
;X� BACKFILL FENCE AFTER PLACING FENCE
5TA<[) TUR5I D I T'*' BA FI E
SCALE: 3/4" = I' -O"
I. 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.
NORTH INDICATES DIRECTION OF NORTH
DRAWING NUMBER:
SECTION X
A- SHEET NUMBER WHERE
SECTION 15 DRAWN
IMTERVIOU5 5URFAGE GALCULATION5:
X
DRAWING NUMBER:
DETAIL
A-
SHEET NUMBER WHERE
- 1,1965F.
CONCRETE, (CARPORT, DRIVE, WALK ETC.)
DETAIL 15 DRAWN
EQUIPMENT PADS
A
TOTAL IMPERVIOUS SURFACE AREA CREDIT
1,121 5F. 1,615 S.F.
% IMPERVIOUS
ELEVATION LETTER
ELEVATIONS
D A-5 B�-
SHEET NUMBER WHERE
5-2
C
ELEVATION IS DRAIN
DOOR
O
ELECTRICAL PLANS, LEGEND
WINDOW
IMTERVIOU5 5URFAGE GALCULATION5:
AREA:
EX15TING: P05T CONSTRUCTION:
LOT
3,906 SR 3,906 5F.
HOUSE
- 1,1965F.
CONCRETE, (CARPORT, DRIVE, WALK ETC.)
- 410 SF.
EQUIPMENT PADS
- 9 5F.
TOTAL IMPERVIOUS SURFACE AREA CREDIT
1,121 5F. 1,615 S.F.
% IMPERVIOUS
28.8% 413 %
REMAINING 242 SF.
INCREASE = 584 5F,
RETENTION REQUIRED: V=CAR/12
V=.6 x $84 S.F. x 9.3/12 = 212 CF.
RETENTION SHOWN =282 CF.
r
31.25' 3125'
-- r- -- -- -- -- -- -- -- -- --� --
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i I EL FIN. FLR = 1231 ( EL. FtN FLR = 1231'
120 116
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I WALK DRIVE DRIVE WALK ql
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20'-0" FRONT RD SETBACK
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----�-__------- --;-- ---- 5'_O"D INAGEEASEMENT� I --- 4
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- - - - - - _ - - -I- - IO' -0" PA EMENT EA5EMENi IL - ----- i
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-- L- -- - - - - -- -- -1 --
3125 L. EDGE OF PAVEMENT- 10.6, 3.2
JACKSON ROAD
INDEX OF [DRAIUIN 5
T-1
TITLE SHEET, SITE PLAN, DATA
T-2
PREVIOUS EXISTING IMPERVIOUS PLAN
A-]
FIRST FLOOR PLANS
A-2
ELEVATIONS
A-3
ELEVATIONS, VENTILATION PLAN
A-4
WALL SECTIONS
A-5
IUALL SECTIONS
A-6
DETAILS
5-1
STRUCTURAL PLANS
5-2
NOTES, SCHEDULE, DETAILS
6-3
OPTIONAL HOLDDOWN SYSTEMS
E-1
ELECTRICAL PLANS, LEGEND
SITE
FLAN
SCALE:
O
AIR CONDITIONED AREA
u
m
m
FIRST FLOOR
= 104 SF.
SECOND FLOOR
= 931 5F.
PORCHES
= 3015F.
x
GARAGE
= 185 SF,
W
5ULDING CODE 5UMM1= �r
AFFLIG,45LE COD S:
CITY OF ATLANTIC BEACH ZONING CODE
FLORIDA RESIDENTIAL CODE 2011
NATIONAL ELECTRIC CODE 2011
VISIONIS 1
DATE OF
ISSUE
II -30 -IS
DRAWN BY:
HGP
SHEET NO.
JACKSON
T-1
11025
O
�i
u
m
m
W
N
m
x
�
N
W
cWiW�
�
W
W
W
DATE OF
ISSUE
II -30 -IS
DRAWN BY:
HGP
SHEET NO.
JACKSON
T-1
11025