110 & 114 JACKSON RD - REVISED T-1TOWN11(
110-120 JACKS
ATLANTIC BEA
A.G.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
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
ELM
ELECTRIC
E.W.C.
ELECTRIC WATER COOLER
E.W.P.
ELECTRIC WATER NEATER
MIN,
MINIMUM
EL.
ELEVATION
N.I.C.
NOT IN CONTRACT
EXH.
EXHAUST
N,T.5.
NOT TO SCALE
EXT.
EXTERIOR
O.C.
ON CENTER
Fia
FIBERGLASS
OPNG.
OPENING
FIN.
FINISH
PT
PAINT
FIN. CLG.
FINISHED CEILING
RV.C.
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.
R15ER
HDW.
HARDWARE
RD.
ROOF DRAIN
PGT.
HEIGHT
S.H.
SINGLE HUNG WINDOW
PORZ.
HORIZONTAL
SPT,
SHEET
H.B.
W05E 5155
SIM.
51MILAR
H.W.
HOT WATER
SL.
SLOPE
I.D.
INSIDE DIAMETER
SPEC.
SPECIFICATIONS
INSUL.
INSULATION
STL.
STEEL
JAN.
JANITOR
THK.
THICK
JT.
JOINT
TiG
TONGUE AND GROOVE
LAM-
LAMINATE (D)
TYP.
TYPICAL
LAv.
LAVATORY
VERT,
VERTICAL
M.O.
MASONRY OPENING
V,C.T,
VINYL COMP051TION TILE
MATL.
MATERIAL
W.L.C.
WALK-IN CLOSET
MAX.
MAXIMUM
WRGWB
WATER RE515TANT GYPSUM WALLBOARD
MECH.
MECHANICAL
W.W.M.
WELDED WIRE MESH
MTL.
METAL
W.C.
WATER CLOSET
M.P.
METAL PANEL
UR.
URINAL
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I. PLACE FENCE AT ENTIRE PERIMETER OF SITE. I WALK DRIVE DRIVE, WALK
I I
2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK 20'-6" 6' 0"
PERIOD.
I 62'i 611 Iii i I
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- - - - - - - - - - - - - - - - - - - - -
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- - - - �- - - - - - -1- 5'-0" D (NAGE EASEMEN% I I
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31.25' --
31.25'
JACKSON IN ROAD L. EDM OF PAVEMENT -10.65'
IMFERVICU5 SURFACE GALCULATION5:
AREA:
EXISTING:
WIND DE51GN PER FBC RESIDENTIAL 2010, TABLE 8301.2(2)
LOT
BASIC WIND SPEED:
WIND DE51GN METHOD: ASCE 1-10
IMPORTANCE FACTOR:
EXPOSURE CATEGORY:
EXP06URE CLASSIFICATION:
MEAN ROOF HEIGHT
ROOF ANGLE: (30-45 DEGREES)
EDGE STRIP
130 MPH
1
C (544 COFF.)
ENCLOSED
29 FT.
33b901 DEGREES (8:12)
4.0 FT.
COMPONENT AND CLADDING WIND LOADS
DRAWING NUMBER
SECTION
ZONE EFFECTIVE WIND AREA (5F)
ADJUSTED WIND LOAD(PSF)
1 10
38.92
-42.56
1 20
31.6
-40.46
1 50
36.4
-31.52
1 100
3528
-3618
2 10
38.92
-49.0
2 20
31B
-41b
2 50
36.4
-44.8
2 100
3528
-42.56
3 10
38.92
-4984
3 20
31.8
-41b
3 50
36.4
-44.8
3 100
3518
-42.56
4 10
42.6
-461
4 20
40b
-44.2
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
363
-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 PRESSURES
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31.25' 31.25'
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SILT FENCE w/ FILTER CLOTH -
(MIRAFI, POLYFILTER OR APPROVED 6 I I {
EQUAL) ON WOOD STAKES lw MAX. ' 0" O.C. I �? /Z C sr'
FLOWGRADE 7
I I I
I I' FVRCW I POSV4I I I
BACKFILL FENCE AFTER PLACING FENCE I
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2"
SCALE; 3/4"=1'-0" Ll -..------ ------------------- ------- ----------------- T!V
1 m q
I. PLACE FENCE AT ENTIRE PERIMETER OF SITE. I WALK DRIVE DRIVE, WALK
I I
2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK 20'-6" 6' 0"
PERIOD.
I 62'i 611 Iii i I
I I
I II 4
I II
- - - - - - - - - - - - - - - - - - - - -
� - - - - 1 20'-0° FRONTI RD SETBA ,
- - - - �- - - - - - -1- 5'-0" D (NAGE EASEMEN% I I
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31.25' --
31.25'
JACKSON IN ROAD L. EDM OF PAVEMENT -10.65'
IMFERVICU5 SURFACE GALCULATION5:
AREA:
EXISTING:
NORTH
LOT
INDICATES DIRECTION OF
3,906 S.F.
HOUSE
DRAWING NUMBER
SECTION
X
A-
SHEET NUMBER WHERE
410 S.F.
EQUIPMENT PADS
SECTION 15 DRAWN
9 5F.
X
DRAWING NUMBER
DETAIL
A -
SHEET NUMBER WHERE
41.3 9.
DETAIL 15 DRAWN
A
W
ELEVATION LETTER
ELEVATIONS
D*!A:�
SHEET NUMBER WHERE
C
ELEVATION 15 DRAWN
DOOR
0
WINDOW
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EL. FIN FLR.EL. FIN. FLR • 470' • 120IIIIII IIII
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SILT FENCE w/ FILTER CLOTH -
(MIRAFI, POLYFILTER OR APPROVED 6 I I {
EQUAL) ON WOOD STAKES lw MAX. ' 0" O.C. I �? /Z C sr'
FLOWGRADE 7
I I I
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BACKFILL FENCE AFTER PLACING FENCE I
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SCALE; 3/4"=1'-0" Ll -..------ ------------------- ------- ----------------- T!V
1 m q
I. PLACE FENCE AT ENTIRE PERIMETER OF SITE. I WALK DRIVE DRIVE, WALK
I I
2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK 20'-6" 6' 0"
PERIOD.
I 62'i 611 Iii i I
I I
I II 4
I II
- - - - - - - - - - - - - - - - - - - - -
� - - - - 1 20'-0° FRONTI RD SETBA ,
- - - - �- - - - - - -1- 5'-0" D (NAGE EASEMEN% I I
1 (------- 1 -- - - - - - - ----
I
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31.25' --
31.25'
JACKSON IN ROAD L. EDM OF PAVEMENT -10.65'
IMFERVICU5 SURFACE GALCULATION5:
AREA:
EXISTING:
P05T CONSTRUCTION:
LOT
3,906 S.F.
3,906 S.F.
HOUSE
A-4
1,1965F.
CONCRETE, (CARPORT, DRIVE, WALK ETC,)
-
410 S.F.
EQUIPMENT PADS
-
9 5F.
TOTAL IMPERVIOUS SURFACE AREA CREDIT
1,121 5F.
1,615 SF.
% IMPERVIOUS -.26.6%
E-1
41.3 9.
REMAINING 242 S.F.
INCREASE = 584 5F.
RETENTION REQUIRED: V=CAR/12
V=.6 x 584 SF, x93/12 = 212 Cr-,
RETENTION SHOWN = - - - C.F.
T -I
TITLE SHEET, 517E PLAN, DATA
A-1
FIRST FLOOR PLANS
A-2
ELEVATIONS
A-3
ELEVATIONS, VENTILATION PLAN
A-4
WALL 5ECTION5
A-5
WALL SECTIONS
A -(o
DETAILS
5-1
STRUCTURAL PLANS
5-2
NOTES, 5CHEDULE, DETAILS
5-3
OPTIONAL HOLDDOWN SYSTEMS
E-1
ELECTRICAL PLANS, LEGEND
SITE FLAN
\ / SCALE:
AIR CONDITIONED AREA
FIRST FLOOR = 104 S.F.
SECOND FLOOR = 931 S.F.
PORCHE5 " o 301 S.F.
GARAGE - = 185 S.F.
5
�im miNrt rump c=)iip:y
AFFL IG,45LE GOES:
CITY OF ATLANTIC BEACH ZONING CODE
FLORIDA RESIDENTIAL CODE 2014
NATIONAL ELECTRIC CODE 2011
Nliy DEVEI.opME,
ooMMu VEp
4
REVISIONS
6-12-15
DATE OF
ISSUE
12-13-1-I
DRAWN BY:
PGP
SHEET NO.
JACKSON
T-1
11025
O
</C
H
U
N
M
x
U
aP-4zu
�
M
w
W
E.,
DATE OF
ISSUE
12-13-1-I
DRAWN BY:
PGP
SHEET NO.
JACKSON
T-1
11025