1460 Beach Ave ACC19-0059 Covered Pergola5"' �IEOL5
NORTH INDICATES DIRECTION OF NORTH
DRAWING NUMBER
SECTION X
Q- SHEET NUMBER WHERE
SECTION 15 DRAWN
DETAIL X DRAWING NUMBER
q_ SHEET NUMBER WHERE
DETAIL 15 DRAWN
A
ELEVATION LETTER
ELEVATIONS D A 5 Bf- SHEET NUMBER WHERE
C ELEVATION 15 DRAWN
DOOR O
WINDOW
!rte` --�
A.G,T.
ACOUSTICAL CEILING TILE
ADJ.
ADJACENT
A/C
AIR CONDITIONING UNIT
ALT,
ALTERNATE
ALUM.
ALUMINIUM
AWN.
AWNING WINDOW
BLK
BLOCK
BOT.
BOTTOM
BLDG,
BUILDING
B.U.
BUILT-UP
CAB.
CABINET
CPT.
CARPET
C.I.
CA5T IRON
GL.
CENTERLINE
C.T.
CERAMIC TILE
C.W.
COLD WATER
CONC.
CONCRETE
C.M,U,
CONCRETE MASONRY UNIT
CONT,
CONTINUOUS
C.J.
CONTROL JOINT
CF.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
PERGOLA ADDITION
1460 BEACH AVENUE
ATLANTIC BEACH FLOR
E.W.H.
ELECTRIC WATER HEATER
MIN.
MINIMUM
EL.
ELEVATION
N.I.G.
NOT IN CONTRACT
EXH,
EXHAUST
N.T.S.
NOT TO SCALE
EXT,
EXTERIOR
O,C.
ON CENTER
FG.
FIBERGLA5
OPNG.
OPENING
FIN.
FINISH
PT
PAINT
FIN. CLG.
FINISHED CEILING
P.V.C.
POLYVINYL CHLORIDE
FIN, FLR.
FINISHED FLOOR
P.T.
PRESSURE TREATED
FD.
FLOOR DRAIN
Q,T.
QUARRY TILE
GALV.
GALVANIZED
REINF.
REINFORCED
GL. BK.
GLASS BLOCK WINDOW
REOD.
REQUIRED
GWB
GYPSUM WALL BOARD
R.
R15ER
HDW,
HARDWARE
R.R.
ROOF DRAIN
PGT,
HEIGHT
5,H,
SINGLE HUNG WINDOW
HORZ,
HORIZONTAL
5HT.
SHEET
N.B.
HOSE BIBS
SIM.
51MILAR
N.W.
HOT WATER
5L.
SLOPE
I.D.
INSIDE DIAMETER
SPEC,
SPECIFICATIONS
INSUL.
INSULATION
STL,
STEEL
JAN,
JANITOR
THK
THICK
JT.
JOINT
TEG
TONGUE AND GROOVE
LAM.
LAMINATE (D)
TYP.
TYPICAL
LAV.
LAVATORY
VERT,
VERTICAL
M.O.
MASONRY OPENING
V.C.T.
VINYL COMPOSITION TILE
MAIL.
MATERIAL
W.[.CG
WALK-IN CLOSET
MAX.
MAXIMUM
WRGWB
WATER RESISTANT GYPSUM WALLBOARD
MECH.
MECHANICAL
W.W.M.
WELDED WIRE MESH
MTL,
METAL
W.C.
WATER CLOSET
M.P.
METAL PANEL
UR.
URINAL
UJIN) LOADS
O
WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R301.2(2)
5451C WIND SPEED:
WIND DESIGN METHOD: ASCE 1-10
IMPORTANCE FACTOR:
EXP05URE CATEGORY:
EXPOSURE CLASSIFICATION:
MEAN ROOF HEIGHT
ROOF ANGLE: (30-45 DEGREES)
EDGE STRIP
130 MPH
I
C (544 COFF.)
ENCLOSED
29 FT,
33-6901 DEGREES (8:12)
4.0 FT,
COMPONENT AND CLADDING WIND LOADS
ZONE EFFECTIVE WIND AREA (5F)
ADJUSTED
WIND LOAD(P5F)
1 10
38.92
-42.56
1 20
31.8
-40.46
1 50
36.4
-31.52
1 100
35.28
-36.28
2 10
38.92
-49.0
2 20
31.8
-41.6
2 50
36.4
-44.8
2 100
35.28
-42.56
3 10
38.92
-49.84
3 20
31,8
-41.6
3 50
36.4
-44.8
3 100
35.28
-42.56
4 10
42.6
-461
4 20
4010
-44.2
4 50
38.1
-41.1
4 100
36.3
-39.8
5 10
42.6
-51.0
5 20
40.6
-531
5 50
38.1
-48.0
5 100
36.3
-441
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
5TLRIP EDGE STRIP
a -
w
I
I
+
I I
I O I 4�XI5TING SWIMMING
FOOL TO REMAIN
I
LLI
O '
I � +
rai `
r '
r,iL NEW PERGOL. 240 SF, \\
I ----I
- -----
I , Q_
F.If� R
Op
--------
ERS
IP /REMOVED
L----•--F---
5.1TE FLAN.
SCALE:
OCCURANC' GROUR CLA55RCATION:
FLORIDA BUILDING CODE GROUP R3 - RESIDENTIAL
T''RE OF CONSTRUCTION
NEW CONSTRUCTION TYPE VI UNSPRINKLED
IMRERVIOUS 5URFACE CALCULATION:
LOT SIZE
i/ FILTER CLOTH EXISTING IMPERVIOUS SURFACE REMOVE 458 5Q. FT.
YFILTER OR APPROVED IMPERVIOUS SURFACE ADDED 291 SF.
IOOD STAKES m MAX. 6'-0" O.C,
5COFIE OF UUORK:
1, CONSTRUCT A FREE STANDING ACCESSORY STRUCTURE (POOL
PERGOLA).
NCE AFTER PLACING FENCE
2. REMOVE EXISTING IMPERVIOUS SURFACE AREAS AS SHOWN, AREA
REMOVED EXCEEDS NEW AREA.
3. NEW STRUCTURE TO INCLUDE PLUMBING, ELECTRICAL AND GAS TO BE
PROVIDED FROM EXISTING RESIDENCE. NO MECHANICAL WORK
STA E[D TURBT[D(T�- BARFER
SCALE: 3/4" = I' -O"
1. PLACE FENCE AT ENTIRE PERIMETER OF 51TE AS SHOWN.
2, FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK
PERIOD.
IDA
� I
1
I
INDEX OF PRAUAN65:
T -I TITLE SHEET, SITE PLAN, DATA
A-1 PLAN, ELEVATIONS, DETAILS
A-2 SECTIONS
REVISED
APPROVED
6c jl� 6 r5l�
J'!L 3 1 2039
BLIM-Ing Departm.
• Of;!tlantie Bea.,.,
5UL1D II G CCIDE
ATFL IC45LE CODE: - -
CITY OF ATLANTIC BEACI4 ZONING CODE
FLORIDA RESIDENTIAL CODE 2011 -
NATIONAL ELECTRIC CODE 2011 = -
DATE OF
ISSUE
6-26-19
DRAWN BY:
HGP
SHEET NO.
1460 BEACH
T-1
IlBooa
O
tx
U
N
m
x
U
H ¢�w
gooW
uW
W
H
x
U
\
I
DATE OF
ISSUE
6-26-19
DRAWN BY:
HGP
SHEET NO.
1460 BEACH
T-1
IlBooa
5i'M50L 5
NORTH INDICATES DIRECTION OF NORTH
DRAWING NUMBER
SECTION X
q_ SHEET NUMBER WHERE
SECTION 15 DRAWN
FA w on, N 0 1■[�J\lr
A.C.T.
)(
DRAWING NUMBER
DETAIL
A_
SHEET NUMBER WHERE
ALT.
ALTERNATE
DETAIL 15 DRAWN
ALUMINIUM
A
AWNING WINDOW
BLK.
BLOCK
ELEVATION LETTER
ELEVATIONS
D A-5 5f�
SHEET NUMBER WHERE
B.U.
C
ELEVATION IS DRAWN
DOOR
O
CARPET
WINDOW
CAST IRON
CL.
FA w on, N 0 1■[�J\lr
A.C.T.
ACOUSTICAL CEILING TILE
ADJ,
ADJACENT
A/C
AIR CONDITIONING UNIT
ALT.
ALTERNATE
ALUM,
ALUMINIUM
AWN,
AWNING WINDOW
BLK.
BLOCK
BOT.
BOTTOM
BLDG.
BUILDING
B.U.
BUILT-UP
CAB.
CABINET
CPT.
CARPET
C.I.
CAST IRON
CL.
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
PERGOLA ADDITION
1460 BEACH AVENUE
ATLANTIC BEACH FLORIDA
E.W.N.
ELECTRIC WATER HEATER
MIN.
MINIMUM
EL.
ELEVATION
N.I.C.
NOT IN CONTRACT
EXH.
EXHAUST
N.T.S.
NOT TO SCALE
EXT.
EXTERIOR
O.C.
ON CENTER
FjG.
FIBERGLAS
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
REINR
REINFORCED
GL. BK.
GLASS BLOCK WINDOW
READ.
REQUIRED
GWB
GYPSUM WALL BOARD
R.
RI5ER
HDW.
HARDWARE
RD.
ROOF DRAIN
PGT,
HEIGHT
S.H.
SINGLE HUNG WINDOW
HORZ.
HORIZONTAL
SPT.
SHEET
N.B.
W05E BIBB
51M.
51MILAR
H.W.
HOT WATER
5L.
SLOPE
I.D.
INSIDE DIAMETER
SPEC,
SPECIFICATIONS
IN5UL.
INSULATION
STL.
STEEL
JAN.
JANITOR
TPK.
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,C.
WALK-IN CLOSET
MAX.
MAXIMUM
WRGWB
WATER RESISTANT GYPSUM WALLBOARD
MECH.
MECHANICAL
W.WM.
WELDED WIRE MESH
MTL.
METAL
W.G.
WATER CLOSET
M.P.
METAL PANEL
UR.
URINAL
UUIN�) LOAID5
WIND DESIGN PER FBG RESIDENTIAL 2010, TABLE R301.2(2)
BA51C WIND SPEED:
WIND DESIGN METHOD: A5CE 1-10
IMPORTANCE FACTOR:
EXPOSURE CATEGORY:
EXPOSURE CLAS51FICATION:
MEAN ROOF HEIGHT
ROOF ANGLE: (30-45 DEGREES)
EDGE STRIP
130 MPH
I
C (Bxl.4 COFF.)
5NCL05ED
29 FT.
33.6901 DEGREES (8:12)
4.0 FT.
COMPONENT AND CLADDING WIND LOADS
ZONE EFFECTIVE WIND AREA (5F)
ADJUSTED
WIND LOAD(P5F)
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
-44.8
2 100
35.28
-42.56
3 10
38.92
-49.64
3 20
31.8
-41.6
3 50
36.4
-44.8
3 100
3528
-42.56
4 10
42.6
-462
4 20
40.6
-44.2
4 50
38.1
-411
4 100
36.3
-39.8
5 10
42.6
-51.0
5 20
40.6
-53.2
5 50
38.1
-48.0
5 100
36.3
-44,2
DESIGN OF FA5TENING5 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
P EDGE STRIP
- I 1
1
Ru
--�-- -------------------- '
1
To
I
1 � ;
1
AT GMST I I
1
Q BEDROOM i '
7qXI5TING
I
IO SWIMMINGGEST CAM
U fa00L TO REMAIN BEDROOM
I;
f w 1 ��
1
LL
1
i I� di
A
wG1 ± iii FENTERTAW ENT ROOM 1 o I
1J_IJ t
,
, I
-
iNEW PERGOLA i E 20'-04"
'I ..., 297 S.F.
i ..... TS AIR
18.5 5F. PAVERS L ------- i--____--
REMOVED
I GALLERY
®------ --J----------� :------------
1 - -----------------------------
5 0 I
Ai
1
i I I
' ----------------
I------ --------'------
4i
w
LU
I
COMMUNITY DEVELOPMENT
I
APPROVED
01 0
I
0 10
I
I
0
1
Ii
O O
SILT FENCE w/ FILTER CLOTH
OR APPROVED"
EQUAL) ONWOOD STAKES 6 MAX,
6O.C,
w
FLOW GRADE
/``/`// � - BACKFILL FENCE AFTER PLACING FENCE
MIN "a 1111 111900393
SCALE: 3/4"=V-011
I, PLACE FENCE AT ENTIRE PERIMETER OF 51TE A5 SHOWN,
2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK
PERIOD.
SITE FLAN
SCALE:
OCCUPANCY GIRCUF CLA551FICATION:
FLORIDA BUILDING CODE GROUP R3 - RESIDENTIAL
T 'FE OF CONSTRUCTION
NEW CONSTRUCTION TYPE VI UN5PRINKLED
IMPERVICU5 5URFACE CALCULATION:
LOT SIZE 1,100 $Q. FT.
EXISTING IMPERVIOUS SURFACE REMOVED 458 50. FT.
IMPERVIOUS SURFACE ADDED 291 S.F.
5COFE OF UJOIRK:
I. CONSTRUCT A FREE STANDING ACCESSORY STRUCTURE (POOL
PERGOLA).
2. REMOVE EXISTING IMPERVIOUS SURFACE AREAS 45 SHOWN, AREA
REMOVED EXCEEDS NEW AREA.
3. NEW STRICTURE TO INCLUDE PLUMBING, ELECTRICAL AND GAS TO BE
PROVIDED FROM EXISTING RESIDENCE, NO MECHANICAL WORK.
INDEX OF DIRAUJING5:
T -I TITLE SHEET, SITE PLAN, DATA
A-1 PLAN, ELEVATIONS, DETAILS
A-2 SECTIONS
O
Q �F
0. r , m W
v m
C/1 N "N'
W m
RECEIVE[ z " (D0�
cn
JUL 31 2019 H U
x W
Building Department
City of Atlantic Beach, FL
SUI EDIIN COIDE 5UMMEF '
AFFLICABLE CODES
CITY OF ATLANTIC BEACP ZONING CODE
1 LORIDA RESIDENTIAL CODE 2011
NATIONAL ELECTRIC CODE 2011
J CDP �
DATE OF
ISSUE
6-26-19
DRAWN BY:
1 -IGF
SHEET NO.
1460 BEACH
T-1
19008
5YME3CL5
NORTH INDICATES DIRECTION OF NORTH
DRAWING NUMBER
X
SECTION SHEET NUMBER WHERE
A -
SECTION 15 DRAWN
)( DRAWING NUMBER
DETAIL A_ SHEET NUMBER WHERE
DETAIL IS DRAWN
A
ELEVATION LETTER
ELEVATIONS D A-5 B� SHEET NUMBER WHERE
C ELEVATION 15 DRAWN
DOOR DI
WINDOW
Mit N alffil it
A.C.T.
ACOUSTICAL CEILING TILE
ADJ.
ADJACENT
A/C
AIR CONDITIONING UNIT
ALT,
ALTERNATE
ALUM.
ALUMINIUM
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
CFM,
CUBIC FEET PER MINUTE
DH.
DOUBLE HUNG WINDOW
DISP.
DISPENSER
DN.
DOWN
DWG,
DRAWING
EA.
EACH
ELEC.
ELECTRIC
E.W.C.
ELECTRIC WATER COOLER
PERGOLA ADDITION
1460 BEACH AVENUE
ATLANTIC BEACH FLORIDA
E.W.H,
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
FG.
FIBERGLAS
OPNG.
OPENING
FIN.
FIN15H
PT
PAINT
FIN. CLG.
FIN15HED CEILING
P,V.C,
POLYVINYL CHLORIDE
FIN. FLR,
FINISHED FLOOR
P.T.
PRESSURE TREATED
F,D,
FLOOR DRAIN
Q.T.
QUARRY TILE
GALV.
GALVANIZED
REINF•
REINFORCED
GL. 5K
GLA55 BLOCK WINDOW
READ,
REQUIRED
GWB
GYPSUM WALL BOARD
R
RI5ER
HDW.
HARDWARE
R.D.
ROOF DRAIN
HGT.
HEIGHT
5.H.
SINGLE HUNG WINDOW
HORZ.
HORIZONTAL
SHT,
SHEET
H.B.
HOSE 515E
SIM.
51MILAR
H.W.
HOT WATER
SL.
SLOPE
la
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.C.
WALK-IN CLOSET
MAX.
MAXIMUM
WRGWB
WATER RESISTANT GYPSUM WALLBOARD
MECH.
MECHANICAL
W.W.M.
WELDED WIRE MESH
MTL.
METAL
W.C.
WATER CLOSET
M.P.
METAL PANEL
UR.
URINAL
LUIND LCAD5
SILT FENCE w/ FILTER CLOTH
WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R301.2(2)
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
I
C (544 COFF)
ENCLOSED
29 FT.
33.6901 DEGREES (8:12)
4.0 FT.
COMPONENT AND CLADDING WIND LOADS
i
ZONE EFFECTIVE WIND AREA (5F)
ADJUSTED
WIND LOAD(P5F)
1 10
38.92
-42:5(o
1 20
31.8
-40.46
1 50
36.4
-3152
1 100
3528
-36.28
2 10
38.92
-49.0
2 20
31.8
-41.6
2 50
36.4
-44.8
2 100
3528
-4256
3 10
38.92
-49.84
3 20
31.8
-41.6
3 50
36.4
-44.8
3 100
3528
-42.56
4 10
42.6
-462
4 20
40b
-442
4 50
36.1
-41.1
4 100
363
-39.8
5 10
4210
-51.0
5 20
40b
-532
5 50
38.1
-48.0
5 100
363
-44.2
DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING
16 THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL
MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES
r----- RELOCATE RELY 14X1® ❑ Fn�e! / \ I
_--.-_-_-�•-- E%IST. Ek16T. FLOCK FLOOR FLOOR ,
_1
-_-.�.---_--.._---�-_-�•--�• EAIIP. GAS FR701. A/0 Af0 AK TANG
I 214 SF. PAVERS � i
� � I
( REMOVED
I � I
I ( BATW c sr
,
jv
41,BEDROOM
I
O I gX15TING SWIMMING GUEST `'�
OOL TO REMAIN
10
I I I
� � 1
w ( '
I
ENTERTAIMIEMT ROOM
------------
Iu
i NEW PERGOLA i I
1 , _
18.5 SF. PA R5 i L------
j REMOVED EERY
I
1
----- -----------------
EDGE CJF EXISTING CONC. WALK NEW tl�ALK I
( 1658 SF. PAVERS EDGE OF EXISTING CONC. WALK
F'_-0' REMOVED ,
' 1 1
SCALE: 3/4":l' -O"
I. PLACE FENCE AT ENTIRE PERIMETER OF SITE A5 SHOWN,
2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK
PERIOD,
15ITE FLAN
SCALE:
CCCUFANCY GRCUP CLA551FICATION:
FLORIDA BUILDING CODE GROUP R3 - RESIDENTIAL
TYPE OF CON5TRUCTION
NEW CONSTRUCTION TYPE VI UN5PRINKLED
IMFEIRVICU5 5URFACE CALCULATION:
LOT 51ZE 1,100 50. FT.
EXISTING IMPERVIOUS SURFACE REMOVED 458 50. FT, ,
IMPERVIOUS SURFACE ADDED 291 S.F.
5CCPE OF WOW:
1. CONSTRUCT A FREE STANDING ACCESSORY STRUCTURE (POOL
PERGOLA).
2. REMOVE EXISTING IMPERVIOUS SURFACE AREAS AS SPOWN, AREA
REMOVED EXCEEDS NEW AREA.
3. NEW STRUCTURE TO INCLUDE PLUMBING, ELECTRICAL ANIS GAS TO BE
PROVIDED FROM EXISTING RESIDENCE. NO MECHANICAL WORK.
INDEX OF DRAUAN 5:
T -I TITLE SHEET, SITE PLAN, DATA
A-1 PLAN, ELEVATIONS, DETAILS
A-2 SECTIONS
d
5ULDING CCIDE 5U1M1
FL ICAL E_
CITY OF AtLANTIC 5EACP ZONING CODE
FLORIDA RE51flENTIA.- CODE 2011
NATIONAL ELECTRIC CqDE 2011 -- _
SILT FENCE w/ FILTER CLOTH
(MIRAFI, POLYFILTER OR APPROVED
EQUAL) ON WOOD STAKES 6 MAX. 6'-0" O.C.
FLOW \
GRADE
... 47/ BACKFILL FENCE AFTER PLACING FENCE
i
, , .
SCALE: 3/4":l' -O"
I. PLACE FENCE AT ENTIRE PERIMETER OF SITE A5 SHOWN,
2. FENCE MAY BE REMOVED AT WORK AREAS DURING WORK
PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK
PERIOD,
15ITE FLAN
SCALE:
CCCUFANCY GRCUP CLA551FICATION:
FLORIDA BUILDING CODE GROUP R3 - RESIDENTIAL
TYPE OF CON5TRUCTION
NEW CONSTRUCTION TYPE VI UN5PRINKLED
IMFEIRVICU5 5URFACE CALCULATION:
LOT 51ZE 1,100 50. FT.
EXISTING IMPERVIOUS SURFACE REMOVED 458 50. FT, ,
IMPERVIOUS SURFACE ADDED 291 S.F.
5CCPE OF WOW:
1. CONSTRUCT A FREE STANDING ACCESSORY STRUCTURE (POOL
PERGOLA).
2. REMOVE EXISTING IMPERVIOUS SURFACE AREAS AS SPOWN, AREA
REMOVED EXCEEDS NEW AREA.
3. NEW STRUCTURE TO INCLUDE PLUMBING, ELECTRICAL ANIS GAS TO BE
PROVIDED FROM EXISTING RESIDENCE. NO MECHANICAL WORK.
INDEX OF DRAUAN 5:
T -I TITLE SHEET, SITE PLAN, DATA
A-1 PLAN, ELEVATIONS, DETAILS
A-2 SECTIONS
d
5ULDING CCIDE 5U1M1
FL ICAL E_
CITY OF AtLANTIC 5EACP ZONING CODE
FLORIDA RE51flENTIA.- CODE 2011
NATIONAL ELECTRIC CqDE 2011 -- _
DATE OF
ISSUE
6-26-19
DRAWN BY:
HGP
SHEET NO.
1460 BEACH
T-1
19008
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DATE OF
ISSUE
6-26-19
DRAWN BY:
HGP
SHEET NO.
1460 BEACH
T-1
19008
UJE5T ELEVATION
SCALE: 1/4 I' -O"
EAF ELEVATION
SCALE: 1/4 I'-0"
:TAL ROOFING ON GRACE ICE AND WATER
IIELD ON 1j2" NOM. STRUCTURAL PANEL ON
)OD STRUCTURE a 24" O.C., TYP.
)LID 124 CEDAR POST
)UNTERTOP AS SELECTED
EXPOSURE No. I CEDAR SHINGLES
I HOU5EWRAP ON 1/2" STRUCTURAL
EATHING ON 2x6 STUDS a 16" O.C.,
P.
BASEBOARD w/
ASHING ABOVE
5OUTH ELEVATION
SCALE: 1/4" = I' -0"
THIS DRAWING PREPARED TO BE PRINTED ON 22"x34" SHEETS
ROOFING ON GRACE ICE AND WATER
ON 11/2" NOM. STRUCTURAL PANEL ON
STRUCTURE 9 24" O.C., TYP.
OSURE No. I CEDAR SHINGLES
SEWRAP ON Ih" STRUCTURAL
IING ON 2x6 STUDS a 16" O.G.,
2x12 CEDAR P05T
iEBOARD w/
lG ABOVE
I All SCREW
TYP.
FOUNDATION FLAN
SCALE: 1/4" =1'-O"
NCRTH ELEVATION
SCALE: 1/4"=V-011
IMP50N 5DWC SCREW
-I DBL. LVL TO POST,
IMPSON 5DWC SCREW
a DBL. LVL TO POST,
VERT, TYP.
4T OUTRIGGER, TYP.
2 CEDAR POST ON
PSON CPS1
NDOFF PAD w/ 4-10d
POST, TYP.
L ROOFING ON GRACE ICE AND WATER
.D ON 1/2" NOM. STRUCTURAL PANEL ON
> STRUCTURE a 24" O.G., TYP.
,LID 12x12 CEDAR POST
EXPOSURE No. I CEDAR SHINGLES
HOUSEWRAP ON 11/2" STRUCTURAL
EATHING ON 2x6 STUDS a 16" O.C.,
P.
BASEBOARD w/
45HING ABOVE
4" THICK 3000 PSI FIBER REINFORCC^
CONCRETE SLAB ON 8 MfL. PVC VAF
BARRIER ON 96% MODIFIED PROCTO
COMPACTED FILL w/ TERMITE TREAT]
ADJUST TOP OF SLAB
\-2-05 BARS CONT.
T TICAL THICKENED 5LAE3
SCALE: 3/4"= I' -O"
ELECTRICAL LEGEND
SWITCH, SINGLE POLE
$ IIOV DUPLEX OUTLET
$WF
IIOV DUPLEX OUTLET, WATERPROOF
o IIOV DUPLEX OUTLET, GFI
LIGHT FIXTURE, WALL MOUNTED
CEILING FAN w/ LIGHT KIT
ALL ELECTRICAL WIRING SHALL BE IN
ACCORDANCE WITH 2O11 NATIONAL
ELECTRIC CODE. PROVIDE ARC -FAULT
CIRCUIT INTERRUPTERS IN ALL BEDROOMS
PER ARTICLE 210-12.
100% OF FIXTURES SHALL BE BULBED WITH
HIGH-EFFICANCY BULBS AS DEFINED BY FBC-ENERGY
R404
ELECTRIC SERVICE TO BE PROVIDED BY
ONE 20A CIRCUIT, UNDERGROUND, FROM
PANEL AT EXISTING HOUSE.
L�\
t�\
MAY VARY
REQUIRED
T"rFICAL THIC<ENED 5LAf5
SCALE: 3/4"=V-0"
SIMPSON HTT4 w/ 18-10d x
111/2" ON 11/2"x6" TITEN SCREW,
TYP.
FEDGE OF PAVEMENT
F
------------- -,-.-----------------------------
- ---------------T------------------------
-r-�---1
FACE COUNTER EDGE OF PAVEMENT
ri ==i
u
_
H
p —
p u
---- o --
=e \ LL
it
BEAM ABO/VE`
I
4" THICK 3000 PSI FIBER REINFORCED
a
m
CONCRETE SLAB ON 8 MIL, PVC VAPOR
Y4" 2' -6"
► 1
x
BARRIER ON %% MODIFIED PROCTOR
C�
x
E� 4
COMPACTED FILL w/ TERMITE TREATMENT, TYP.
- - - - ;- -----, I BEAM A
I I UNDER
I
COUNTER
r, REF.
C--- - --- ------1
ti'I r
ARCHED OPENING ABOVE
i
'0
=
II
h
LAYOUT WITH FI
AL
II
1/
g
ii
. 5JPPLY I
I'
}I
A_a NEC WATER, 5EUER
ELEC. A_a
AND GAS.
I,
I
Ily
I
--
-------
-----
a I
A -a A -a
SIMPSON HTT4 w/ 18-10d x
111/2" ON 112"xb" TITEN SCREW,
TYP.
FOUNDATION FLAN
SCALE: 1/4"=V-0"
FLOOR / ELECTRICAL
SCALE: 1/4" = P -O"
r�
MAY VARY
REQUIRED
12x12 CEDAR POST ON
SIMP60N CPS1
STANDOFF PAD w/ 4-10d
TO POST, TYP.
12x12 CEDAR POST, TYP.
S)
FACE OF WALL BELOW
FACE COUNTER EDGE OF PAVEMENT
ri ==i
u
_
H
p —
p u
---- o --
=e \ LL
— �_a
BEAM ABO/VE`
I
N
a
m
Y4" 2' -6"
L
x
k; o
C�
x
E� 4
- - - - ;- -----, I BEAM A
I I UNDER
I
COUNTER
r, REF.
C--- - --- ------1
ti'I r
ARCHED OPENING ABOVE
i
COORDINATE KITCHEN
W
LAYOUT WITH FI
AL
W
2 KITCHEN DE51
. 5JPPLY I
A_a NEC WATER, 5EUER
ELEC. A_a
AND GAS.
Ily
-0
20'-O"
_Oil
22-0"
FLOOR / ELECTRICAL
SCALE: 1/4" = P -O"
r�
MAY VARY
REQUIRED
12x12 CEDAR POST ON
SIMP60N CPS1
STANDOFF PAD w/ 4-10d
TO POST, TYP.
12x12 CEDAR POST, TYP.
S)
DATE OF
ISSUE
6-26-19
DRAWN BY:
HGP
SHEET NO.
1460 BEACH
A- 1
19008
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DATE OF
ISSUE
6-26-19
DRAWN BY:
HGP
SHEET NO.
1460 BEACH
A- 1
19008
FmIM1
�iWALL 5EGTf ON
THIS DRAWIWz PREPARED TO BE PRINTED ON 22"x34" SHEETS A-2 SCALE: 1/4"=I'-0"
ri-**�WALL SECTION
4-2 SCALE: 1/4"=1'-0"
OP
DET,4(L
\A-21 SCALE: 1/4"=1'-0"
CONT. FLASHING ON TRIM
PAINTED FLAT TRIM TYP,
2-8" LVL
x12 CEDAR POST BEYOND
:)P AS SELECTED
SURE No. I CEDAI?
3 ON NOUSEWRAP ON
RAL SNEATNING ON 2x(o
16" O.C., TYP.
)AR POST ON SIMPSON
4NDOFF PAD w/ 4-10d TO
P.
HTT4 w/ I6 -10d x 11/1" ON
-EN SCREW,
SHING ON TRIM
:LAT TRIM TYP.
CEDAR POST BEYOND
'AS SELECTED
UJALL 5ECT(ON
A-2 SCALE:I/4"=I'-0"
VISIONS 1
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DATE OF
ISSUE
6-26-19
DRAWN BY:
HGP
SHEET NO.
1460 BEACH
A-2
19008