1612 ATLANTIC BEACH DR - NEW HOME MISC. DWG'S.z LL
� z
z
Qom
zc�nw
c)
uLU C)
�acrf
z `o
Q W J
0�0
Uj
CI_�o
O z
J W Q
W = m
oho
LU
0 O =
z = �
z
0�0
LU
J w z
O L> O
LU O
�o
z
U�o
W
Of W
U (n Q
�
rN to
w a z
�:::)0
W Z
= z w
r�
0
LU O J
�zJ
= a
�0o
}SU_
oQJ
U � m
LU O Un
Q U O
O
Q��
U � W
z Co
�Oz
Q
W L
= w
m Q �>
J C:) J
J � J
Q
O Q =
W W Cn
O O ry
J (D
LLJ oC U
aoQ
OC)r-�
0- O z
=mo
F_oLf)
zLno(D
Q (f) z
mmw�
J �
Lu
z = W
3: 3)
O cn J w
LU U
QL0 ~
m
orf LU
O >>
QF—WO
W z
Win
cnwoz
_ L7 U O
> W
m��
�
W
LU U
z z = o
L.LJ C� J
z
W (./) J Q
WQcn
af
cl-
LLU 0
of Ln :.n
O W z w
o �
LU V af
Q ::D Cl
U U) w
= O
zzzLL.
O O
z
a cn z
� z O
owoa
Q o Ln re
LU Q
0 �1
z
LU L z Q
V � w
z w w
O
Qac --.p
Ln cy� w
Qw�LL.
F-
0
z
w CL),f) m
o z = �
O��
LU
w m w
Joos
QUF—O
ROOFING PER
CONTRACT (TYP)
FLASHING
01111 111
HEEL
rldlik
O.PLATE
�
FIN. FL.
HEEL
T.O.PLATE
__ - ;
FIN. FL. _
■
II
■
0
August 6, 2018
o
0
0
Aft 967
'00` %
�.
QED A
van
FIN. FL.
HEEL
T.O.PLATE
__ - ;
FIN. FL. _
■
II
■
0
August 6, 2018
ROOF HEIGHT
2
A5.2.18
-- -- -- -- -- ---- -- -- -- HEEL
I T.O. PLATE
-4
6" CORNER
TRIM TYP. 5
FLASHING 5.2.1
2ND FIN. FL.
-- -�- E -_i HEEL
2.1 A5.2.1 5.2.1 A5 2.
1101
i
Leff 1AI=ILWiliwI
ROOFING PER
CONTRACT (TYP)
6" CORNER TRIM
TYP.
FIN. FL.
MIS Mii
ID
O N
COMMUNITY DEVELOPMENT
APPROVED
HEEL
T.O.PLATE
..... ......................... _......._..._......................._._...._...__..... 2ND FIN. FL.
HEEL
_-- ........... .._- -- -- -- -- -- Mi0
rl
T.O.PLATE ^'
LefIYII=WEllli0
=00
MI00
0
MICA
b
N O
M
NOTES:
- PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY
INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS
NOTED OTHERWISE.
- FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH
ELEVATION.
"CORAL -LIGHT" OR EQUAL PRE -FINISHED
- FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS.
U.N.O.
- PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM
FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS.
- TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST
INTO THE UNDERSIDE OF THE OPENING,
- METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO
BE FAUX WROUGHT IRON ALUMINUM.
- THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY
MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER.
- THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE
SUB -CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN
WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND
APPROVED PRIOR TO INSTALLATION.
- ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH
LIGHTS WITH TOLL BROTHERS P.M.
ADDITIONAL ELEVATION NOTES:
1 - PKL-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL
2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS
3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN
ADDITIONAL 1/2" DROP
ASPHALT SHINGLE ROOF SYSTEM
kDDITIONAL NOTES AND SCHEDULE
:AN BE FOUND ON SHEET A5.2.18
O
D
Q
Q
00
4
O
n
U
U
Z
U
a
w
m
U
H
Z
a
TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WTIH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
August 6, 2018
Aft 967
'00` %
�.
QED A
van
rummon ,
AR 96399
Manuel Gonzalez, AIA
AR 96730
Javier
Hernandez, AIA
AR 98560
Sang-Yub Lee, PE
72328
W
�o
W
J
o m
rl CO
O F-
a) 1
a_+ '
00
U
dUj
J
(n
L
W
0In
>
.cc) o E
Q U_j
v
i
��
= z
Ua ¢
a
� 00
W
C � fY�
1= 0 1 f"
Q _j
111-
Ea
Q1
Q
U N
J
J
-'
�
o
k
0
�N
00
O
O
L�
r
O
ao
o
o
;
LU
LU
z
un
in
i W j
LLI
LU
LLJ
U
_W
C) o
U
LU
;`
LijLLJ
z Uj
3
J
LLJ'-' 1
00N
C7 i z
z 3
O
I M
Y �
O
°
e
LU
Zr w
LU
LU
z
c� v
cn
'z
0
LU
M
�.rV
LU
wLn
T�
i�
,z
LIJ F—
L:
LLJUj
0
LLJ
T Or—
LU
f�
p ryZD
rERIAL NUMBER 1017.0
MAP SHOWING PLOT PLAN OF
LOT 158 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 1
AS RECORDED IN PLAT BOOK 67 PAGES 52-54 OF THE' CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA.
CERTIFIED TO: TOLL BROTHERS, INC.
ALL PAVERS
ALL. MEASUREMENTS ESTIMATED
FRONT 1,136± SQ. FT.
BACK 149± SQ. FT.
BUILDERS ENDORSEMENT
SIGNED:
NAME:
DATE:
MMUNI YDEVELOPME
APPROVED o0
G�
IF
O m>*
y Ai
-o z
r�
�n
0111,01 v-
0 o
'0
� cn
�0
,1r
c
JZ
-=t
N
L2 S79'42'03"W
6.46'
CUR DATA C5
S83-PO'24"W
CH - 18.04'
R = 125.00'
A 18.06'
A = 0816'40"
z
O
L1 S10*1757"E
14.47'
CURVE DATA Cl
S01'46'13"E
CH = 44.49'
R = 150.00'
A = 44.66'
a = 17'03'27"
2 WATER �
METERS
1 7 >
1 v n C
L
z
a
0 a G�
TREE SCHEDULE
LOT SQ. FT. MINUS EASEMENTS/WETLANDS 9,680
5 �
1
,680/43,560 0.22
ACRESx
120.32, �--
THE RE
�j"E
USING
" DIAMETER TREES. I
707. OF
REQUIRED PLANTED TREES SHALL BE CANOPY TYPE,
WITH N
_ i 1
46.7'1
Qos�_plc e ARC,
t
OQOSQA q, 9�
O J OCi�O,p
j
5.9'1
oc310
�F
CEzF'S�P��
1
5� I
1
OF'�• ��66$6'l �Ol
<,. pa yol <
1
�1 yy
t0
0'oGPpyE� 0�� F
. 0
2 WATER �
METERS
1 7 >
1 v n C
L
z
a
0 a G�
TREE SCHEDULE
LOT SQ. FT. MINUS EASEMENTS/WETLANDS 9,680
ACRES=
,680/43,560 0.22
ACRESx
O=REQUIRED TREE INCHES 8.8
THE RE
UIRED NUMBER OF TREE INCHES WILL BE MET i
USING
" DIAMETER TREES. I
707. OF
REQUIRED PLANTED TREES SHALL BE CANOPY TYPE,
WITH N
MORE THAN 50% OF THE SAME SPECIES.
I
tER BR1D�E ALANE
(g0 RIGHT
CURVE DATA C4
S62'43'48"W
CH = 21.33'
R = 25.00'
A = 22.03'
KtVIJL f1()UJt ELAN; Ub-U1-18 OFFICE "
REVISE H USE PLAN; 05-24-18 OFFICE = 50'29 52
REVISE H )USE PLAN; W.O.# 163266; 05-01-18 (OFFICE) i
REVISE H USE PLAN; W.O.# 161353; 02-08-18 (OFFICE) UNDERGROUND ENCROACH
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" (SHADED) PER LOMR CASE #15-04-6328A DATED 05-04-15 AS SHOWN
ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PLAC& SUI?E 15 - JACKSONVILL& FLORILK 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857
FND. - FUND Uen A C = AI CONDITIONER
ESM'T - EASEMENT 1. . = IDENTIFICATION
GONG - MONUMENT (TVP.) =TYPICAL SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW
MON. M UMENT P.R.M. =PERMANENT REFERENCE
I.P. = I ON PIPE MONUMENT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY
I.R. I ON ROD P.T. POINT OF TANGENCY
CURVE DATA C2
S41'34'52"W
CH = 28.55'
R = 25.00'
A = 30.39'
A = 69'38'45"
P.C. —v mop
2 REUSE SL
0
METER o rn c � m
1
pUMPSTER
27.4' P
DIRECT
CURVE DATA C3
S56'56'33"W
CH = 49.98'
R = 75.00'
A = 50.95'
4 = 38'55'23"
--^ DENOTES DIRECTION OF FLOW
TYPE "A" DRAINAGE
ELEVATIONS SHOWN THUS (11.70)
WERE TAKEN FROM ENGINEERING PLANS
BY TAYLOR & WHITE, INC
DATED 05-15-14
ELEVATIONS SHOWN HEREON
REFER TO NAVD OF 1988
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
LOT 158
MODEL "ANNA MARIA"
LOT SIZE
9,680± SQ. FT.
DRIVEWAY TO R/W
810± SQ. FT.
ENTRY WALK
161± SQ. FT.
RIGHT—OF—WAY LENGTH
187.02 FT.
TOTAL IMPERVIOUS AREA
4,059± SQ. FT. 42%
TOTAL EASEMENT AREA
0± SQ. FT.
_ G
7-4
0 lus
A ANGLE P.C.P. PERMANENT CONTROL POINT ALL
CH RD P.C. = POINT OF CURVE
A LENGTH P.R.C. POINT OF REVERSE CURVE AMERICAN
R P.C.C. - POINT OF COMPOUND CURVE SURVEYORS
(CALC.) = C4MLATED B.R.L - BUILDING RESTRICTION ONE SURVEY NOT VAUD UNLESS EMBOSSED BY SEAL OF FLORIDA,
(D) D D F.P.&L= FLORIDA POWER k LIGHT JAMES D. HARRISON. JR., No. 2647 INC.
P - P T U.D.E - UNOBSTRUCTED DRAINAGE MICHAEL A GARRETT. No. 6643
R IAL ONE EASEMENT
C R LINE NGVD - NATIONAL GEODETIC VERTICAL SCALE 1 "=20'
R/W = RGHi-Of-WAY DATUM
NAVD NORTH AMERICAN VERTICAL DATUM /� —9
(W) = WI-NCETNESS P.I. = POINT OF INTERSECTION
F.F.E. = FlIVISH FLOOR ELEVATION TOB TOP OEDGE FBANKWATER DATE 12-0$-17
FLOR A GISTERED S RVEYOR MAPPER M-8
F. 8. x_ DR. BY BR8 DIR. P:\2017\81427-161353-plotplon ORDER No. 163266 FILE 81427
MAP SHOWING PLOT PLAN OF
LOT 158 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 1
AS RECORDED IN PLAT BOOK 67 PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA.
CERTIFIED TO: TOLL BROTHERS, INC.
ALL PAVERS
ALL. MEASUREMENTS ESTIMATED
FRONT 1,136± SQ. FT.
BACK 149± SQ. FT.
BUILDERS ENDORSEMENT
SIGNED:
NAME:
DATE:
L2 S7942'03"W
6.46'
CURVE DATA C5
S83'50'24"W
CH 18.04'
R = 125.00'
A = 18.06'
A = 0816'40"
L1 S10*17'57"E
14.47'
L 0 T
ooJCo
1 5 1
CURVE DATA Cl
S01'46'13"E
CH = 44.49'
R = 150.00'
A = 44.66'
A = 17'03'27"
C CII
lolio
9 •R,� � 0
46.7'
oo P° : ARC
n
Z f 1 �0��\' /60.
ro
ID F,0
�0°°
(D 1 0 9 cePy�,
— zo
1 �
24.6' /
N
y ;0N / a
v n co i �C
i. m Z Ci
a
GAt
CS jMETERS Q QL2
MSER BR�p�E A�ANE
(50 R1GH
TREE SCHEDULE
LOT SQ. FT. MINUS EASEMENTS/WETLANDS 9,680
ACRES= 9,680/43,560 0,22
ACRESx40=REQUIRED TREE INCHES 8.8
THE REQUIRED NUMBER OF TREE INCHES WILL BE MET
USING 2" DIAMETER TREES. j
70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE,
WITH NO MORE THAN 50% OF THE SAME SPECIES.
CURVE DATA C2
S41'34'52"W
CH = 28.55'
R = 25.00'
A = 30.39'
A = 69'38'45"
P
2 REQ
WA_
27.4' p
DIRECT
CURVE DATA C4
S62'43'48"W
CH = 21.33'
R = 25.00'
A = 22.03'
MLVIZ,t nuuat PLAN; Ub-UT-18 OFFICE)= 50'29'52"
REVISE HOUSE PLAN; 05-24-18 OFFICE
REVISE HOUSE PLAN; W.O.# 163266; 05-01-18 (OFFICE)
REVISE HOUSE PLAN; W.O.# 161353; 02-08-18 (OFFICE) UNDERGROUND ENCROACHI
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" (SHADED) PER LOMR CASE #15-04-6328A DATED 05-04-15 AS SHOWN
ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PLACE, SUNT£ 15 - JACKSONVILLE FLORIDA, 32257 - 904/279-0068 - LICENSED LAND BUSINESS NO. 3857
FND. = FOUND a en A = AI CONDITIONER
ESM'T = EASEMENT I. . = IDENTIFICATION
MON. - CONCRETE (Trp.) =TYPICAL SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW
MON. =MONUMENT P.R.M. = PERMANENT REFERENCE
I.P. IRON PIPE MONUMENT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY
I.R. = IRON ROD P.T. = POINT OF TANGENCY
PC
A
23
Q0
W
z
UFy
Zu
Q
CURVE DATA C3
S56'56'33"W
CH 49.98'
R = 75.00'
A = 50.95'
4 3855'23"
--� DENOTES DIRECTION OF FLOW
TYPE "A" DRAINAGE
ELEVATIONS SHOWN THUS (11.70)
WERE TAKEN FROM ENGINEERING PLANS
BY TAYLOR &WHITE, INC
DATED 05-15-14
ELEVATIONS SHOWN HEREON
REFER TO NAVD OF 1988
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
LOT 158
MODEL "ANNA MARIA"
LOT SIZE
9,680± SQ. FT.
DRIVEWAY TO R/W
810± SQ. FT.
ENTRY WALK
161± SQ. FT.
RIGHT-OF-WAY LENGTH
187.02 FT.
TOTAL IMPERVIOUS AREA
4,059± SQ. FT. 42%
TOTAL EASEMENT AREA
O± SQ. FT.
= DELTA ANGLE
CH CHORD
..P. = PERMANENT CONTROL POINT
P.C. = POINT OF CURVE
ALL
A = ARC LENGTH
P.R.C. = POINT OF REVERSE CURVE
AMERICAN
R RADIUS
P.C.C. POINT OF COMPOUND CURVE
SURVEYORS
(CALL.) = CALCULATED
BPL. = BUILDING RESTRICTION LINE
SURVEY NOT VAUD UNLESS EMBOSSED BY SEAL
OF FLORIDA,
D) DEED
P) PLAT
F.P.&L= FLORIDA POWER & LIGHT
JAMES 0. HARRISON. JR., No. 2647
INC.
U.D.E = UNOBSTRUCTED DRAINAGE
MICHAEL A GARREff, No. 6643
R) = RADIAL UNE
= CENTER LINE
EASEMENT
NGVD = NATIONAL GEODETIC VERTICAL
DATUM
SCALE l'-20'
R/W = RIGHT-OF-WAY
FENCE
NAVD NORTH AMERICAN VERTICAL DATUM
o.
9
—x—
(W) = WITNESS
P.I. POINT OF INTERSECTION
EOW EDGE OF WATER
DATE 12-08-17
_
F.F.E. = FINISH FLOOR ELEVATION.
TOB - TOP OF BANK
IFLOR A -R GISTERED S RVEYOR MAPPER
—8
B. X DR. BY BRB DIR, P;\2017\81427-161353-plotplan ORDER NO. 163266 FILE 81427