1877 ATLANTIC BEACH DR - PERMIT RES18-0101MAP SHOWING PL 0 T PLAN OF
LOT 54 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA.
CERTIFIED TO: TOLL BROTHERS, INC.
CURVE DATA C2
N33'03'30"E
CH = 9.76'
R = 50.00'
A = 9.77'
A = 11'12'01"
--^ DENOTES DIRECTION OF FLOW
TYPE "C" DRAINAGE
ELEVATIONS SHOWN THUS (11.20)
WERE TAKEN FROM ENGINEERING PLANS
BY TAYLOR & WHITE, INC., DATED JUNE 2013
ELEVATIONS SHOWN HEREON
REFER TO NAVD OF 1988
0 T
5 5
L
Crr
3g�
0.28,07" 1� .
PROPOSED
CUSTOMER
RESIDLOCE
MODEL "JERRA'NO'
W=43.67'
D_g9.17'
F F E.=(11.201
.G.
e
'0 PROPOSED
2O)
O
A V
ICAL J HEM
a CTOIEET�
--^ DENOTES DIRECTION OF FLOW
TYPE "C" DRAINAGE
ELEVATIONS SHOWN THUS (11.20)
WERE TAKEN FROM ENGINEERING PLANS
BY TAYLOR & WHITE, INC., DATED JUNE 2013
ELEVATIONS SHOWN HEREON
REFER TO NAVD OF 1988
0 T
5 5
L
Crr
3g�
0.28,07" 1� .
PROPOSED
CUSTOMER
RESIDLOCE
MODEL "JERRA'NO'
W=43.67'
D_g9.17'
F F E.=(11.201
.G.
36`6' " A
'0 PROPOSED
2O)
O
N 0
8 o F.F.E•=�12
oui
m x��
r
A =
p>
(D c
'
1
21.7• .r 26.8• _ _-
o�
—PROPOSED GAS
�►
U7
'�DO'NN49.2'
cD S�B.R.0 UNE GON± S�Ti
—S
I
9.
147.1
r�DUMPSTFR-....Cao•�r�?"W
= 4
CONC — CONCRETE
CURVE
DATA Cl
N14'33'49"E
MINUS EASEMENTS/WETLANDS 8,166
CH =
0.41'
R =
5.00'
A =
1.03'
A = 4
"11'23"
L 0 T 5 3
j ALL PAVERS
ALL MEASUREMENTS ESTIMATED
FRONT 623± SQ. FT.
BACK 349± SQ. FT.
C v I
OA I
0
�0 r
aO
4 LP
4 /
o
J/
9.0
S SA --CE
AROUND PER MV, PRONAD ER OF 1.0-f
U
CURVE DATA C3
S10'34'53"W
CH = 58.58'
R = 170.00'
A = 58.87'
A = 19'50'23"
BUILDERS ENDORSEMENT
SIGNED:
NAME:
DATE:
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
LOT 54
TREE SCHEDULE
LOT SQ. Fl.
MINUS EASEMENTS/WETLANDS 8,166
ACRES= 8,1
36/43,560 0.19
ACRESx40=
REQUIRED TREE INCHES 7.6
THE REQUI
USING 2" DIAMETER
70% OF RE
WITH NOM
;ED NUMBER OF TREE INCHES WILL BE MET
TREES.
UIRED PLANTED TREES SHALL BE CANOPY TYPE,
RE THAN 50% OF THE SAME SPECIES.
L 0 T 5 3
j ALL PAVERS
ALL MEASUREMENTS ESTIMATED
FRONT 623± SQ. FT.
BACK 349± SQ. FT.
C v I
OA I
0
�0 r
aO
4 LP
4 /
o
J/
9.0
S SA --CE
AROUND PER MV, PRONAD ER OF 1.0-f
U
CURVE DATA C3
S10'34'53"W
CH = 58.58'
R = 170.00'
A = 58.87'
A = 19'50'23"
BUILDERS ENDORSEMENT
SIGNED:
NAME:
DATE:
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
LOT 54
MODEL "TERRANO"
LOT SIZE
8,616± SQ. FT.
DRIVEWAY TO R/W
511± SQ. FT.
ENTRY WALK
48± SQ. FT.
RIGHT-OF-WAY LENGTH
59.98 FT.
TOTAL IMPERVIOUS COVERAGE
3,279± SQ. FT. 38%
TOTAL EASEMENT AREA
450± SQ. FT.
LOCATED
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857
Legend
COV. = COVERED
F.F.E. - FINISH FLOOR ELEVATION
A/c AIR
—S
FNSMi D. —
E— EJSEMENT
I.D.OUND CONCONDITIONERIDENTIFICATION ONER
�
P.R.M. PERMANENT
SKETCH FOR PLOT PLAN ONLY — DOES NOT REPRESENT OR PURPORT TO SF W
= 4
CONC — CONCRETE
REFERENCE
BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY
-
MON. — MONUMENT
I.P. — PIPE
IRON
MONUMENT
P.T. = POINT OF TANGENCY
I.R. — IRO ROD
P.C.P. — PERMANENT CONTROL POINT
ALL
DELTA ANGLE
CH
CH CHORD
P.C. —POINT OF CURVE
P. — POINT OF REVERSE CURVE
AMERICAN
A ARC LENGTH
P.C.C. — POINT OF COMPOUND CURVE
B.R.L BULLRING
SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
SURVEYORS
(CAALC.) . CALCULATED
RESTRICTION
F•P•&L- FLORIDA POWER & LIGHT
JAMES D. HARRISON, JR., No. 2647
OF FLORIDA,
D - DEED
P PLAT
NGVD - NAnOTYPICAL
NGVD m NATIONAL GEODETIC VERTICAL
MICHAEL A. GARRETT, No. 6643
INC.
R m RADIAL UNE
rt = CENTER LINE
DATUM
NAVD NDAORT� AMERICAN VERTICAL
SCALE 1"=2
R/W RIGHT—OF—WA
—x-- FENCE
P I a POINT OF INTERSECTION
/ j
—
' 9
(W) WITNESS
EOW — EDGE OF WATER
Toe = TOP OF BANK
DATE 01-24-18 LORI -RE ISTERED S VEYOR A APPER
-
— 8
F. B. X
_ DR. BY BRB DIR. P:\2018\83286-160839-plotplon ORDER NO. 160839
FILE 83286
CUR
N14'
CH
R =
A =
A=
MAP SHOWING PL 0 T PLAN OF
LOT 54 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FLA.
CERTIFIED TO: TOLL BROTHERS, INC.
CURVE DATA C2
N33'03'30"E
CH = 9.76'
R = 50.00'
A = 9.77'
A = 11'12'01"
--� DENOTES DIRECTION OF FLOW
TYPE "C" DRAINAGE
ELEVATIONS SHOWN THUS (11.20)
WERE TAKEN FROM ENGINEERING PLANS
BY TAYLOR & WHITE, INC., DATED JUNE 2013
ELEVATIONS SHOWN HEREON
REFER TO NAVD OF 1988
A
L O T
OPOSED
Cu TOMER
RESIDTCI
ERRANO„
MOD W_43 67'
0;g9.17'
ovi
Z a J
0
a m
mI x�o
I I
21.7'
p
� i
ACRES=8,166/43,560
0.19
N
:+
00
I pOWN I' 49.2'
AREA
_ m
... `u
L
TOTAL IMPERVIOUS COVERAGE
!• J�vaL
p
10.2
N�
- EASEME
E 0 T
DATA Cl
'49"E
20.41'
25.00'
21.03'
13'11'23"
5 5
p GAS OT
PROPOSE PROVIDE SIET FENOf 1-0
INE CONNECTION AROUND PERIIAETER
147.18'
5 3
66ili��l
ALL PAVERS
ALL MEASUREMENTS ESTIMATED
FRONT 623± SQ. FT.
BACK 349± SQ. FT.
O
0
r
CURVE DATA C3
S10'34'53"W
CH = 58.58'
R = 170.00'
A = 58.87'
A = 19'50'23"
BUILDERS ENDORSEMENT
SIGNED:
NAME:
DATE:
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
LOT 54
TREE SCHEDULE
LOT SQ.
FT. MINUS EASEMENTS/WETLANDS 8,166
ACRES=8,166/43,560
0.19
ACRESx4
=REQUIRED TREE INCHES 7.6
THE REQUIRED
USING 2"
70% OF REQUIRED
WITH NO
NUMBER OF TREE INCHES WILL BE MET
DIAMETER TREES.
PLANTED TREES SHALL BE CANOPY TYPE,
MORE THAN 50% OF THE SAME SPECIES.
5 5
p GAS OT
PROPOSE PROVIDE SIET FENOf 1-0
INE CONNECTION AROUND PERIIAETER
147.18'
5 3
66ili��l
ALL PAVERS
ALL MEASUREMENTS ESTIMATED
FRONT 623± SQ. FT.
BACK 349± SQ. FT.
O
0
r
CURVE DATA C3
S10'34'53"W
CH = 58.58'
R = 170.00'
A = 58.87'
A = 19'50'23"
BUILDERS ENDORSEMENT
SIGNED:
NAME:
DATE:
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
LOT 54
MODEL "TERRANO"
LOT SIZE
8,616± SQ. FT.
DRIVEWAY TO R/W
511± SQ. FT.
ENTRY WALK
48± SQ. FT.
RIGHT-OF-WAY LENGTH
59.98 FT.
TOTAL IMPERVIOUS COVERAGE
3,279± SQ. FT. 38%
TOTAL EASEMENT AREA
450± SQ. FT.
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857
Legend
COV. = COVERED
FND.i FOUND
F.F.E. - FINISH FLOOR ELEVATION
A/C =AIR CONDITIONER
NER
1-51
-
- EASEME
�
I.D. IDENTIFICATION
SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW4
Z-
CONC - CONCRET.
P.R.M. = PERMANENT REFERENCE
BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY
-
MON. - MONUMENTMONUMENT
I.P. - IRON PIP
P.T. = POINT OF TANGENCY
LR. - IRON ROI
P•C•P• - PERMANENT CONTROL POINT
ALL
D DELTA
CH CHORD
_LE P.C. s POINT OF CURVE
P.R.C. - POINT OF REVERSE CURVE
I
AMERICAN
A = ARC LENGTH
P.C.C. - POINT OF COMPOUND CURVE
B.R.L.
SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
SURVEYORS
(CALC.) - CAALL.CULA
BUILDING RESTRICTION
-.D F.P.&L= FLORIDA POWER & LIGHT
JAMES D. HARRISON, JR., No. 2647
OF FLORIDA,
�D) - DEED
P m PLAT
(TMP•) - TYPICAL
NGVD = NATIONAL GEODETIC VERTICAL
MICHAEL A GARRETT, No. 6643
INC.
R = RADIAL LINE
q e CENTER
DATUM
NE NAVD NORTH AMERICAN VERTICAL
DATUM
SCALE 1'-20'
RTW RIGHT -OF
WAY
P.I. a POINT OF INTERSECTION
/�
f
—9
.. -
= FENCE
(W) . WITNESS
EOW - EDGE OF WATER
TOO TOP OF BANK
1�2.
DATE 01-24-18 LORI j3E ISTERED S VEYOR A APPER
F. B. X
BRB DOR. P:\201 60839-plotplon
. ORDER N0. 160839
FILE 83286
OFFICE
9 CEILING
SECOND FLOOR LAYOUT
SCALE: 3/1 611 = 1 1 II
OFFICE COP
Floor Truss Connector List
DRAWN BY
RAS
russ Connector Total List
Manuf Product Qty
Manuf roductQty
USP MSH426 5
�,®�
�•� � ..
USP THD26-2 2
;amu
Length
Product
Plies
Net Qty
F 0
26-06-06onL;
tN I tXV LVL 2.0E 1 3/4" x 20"
3
3
FB01
23-04-00
onCENTERS LVL 2.0E 1 3/4" x 20"
2
2
F1302
19-07-00
onCENTER® LVL 2.0E 1 3/4" x 20"
2
2
0
STO
FOYER
-OPEN
TO
ABOVE
a
I
NMI
NMI
Floor Truss Connector List
DRAWN BY
RAS
russ Connector Total List
Manuf Product Qty
Manuf roductQty
USP MSH426 5
Products
USP JU524 5
USP THD26-2 2
Plotl
Length
Product
Plies
Net Qty
F 0
26-06-06onL;
tN I tXV LVL 2.0E 1 3/4" x 20"
3
3
FB01
23-04-00
onCENTERS LVL 2.0E 1 3/4" x 20"
2
2
F1302
19-07-00
onCENTER® LVL 2.0E 1 3/4" x 20"
2
2
Floor Truss Connector List
DRAWN BY
RAS
russ Connector Total List
Manuf Product Qty
Manuf roductQty
USP MSH426 5
USP JU524 5
USP THD26-2 2
1 5 1 5 1
USP THD26 23
USP THD46 7
FIRST FLOOR LAYOUT
SCALE: 3/16" = 1'011
BUILDING COMPONENT SUPPLY; INC.
4527 JP HALL BLVD. SUITE 2013
GREEN COVE SPRINGS, FL 32043
0: 904.297.9390
F: 904.529.1 406
THIS IS A TRUSS PLACEMENT
DIAGRAM ONLY.
These trusses are designed as
individual building components to be
incorporated into the building design at
the specification of the building
designer. See individual design sheets
for each truss design identified on the
placement drawing. The building
designer is responsible for temporary
and permanent bracing of the roof and
floor system and for the overall
structure. The design of the truss
support structure including headers,
beams, walls, and columns is the
responsibility of the building designer.
For general guidance regarding
bracing, consult "Bracing of Wood
Trusses" available from the Truss Plate
Institute, 583 D'Onifrio Drive; Madison,
WI 53179.
ATTENTION.
Refer to truss layout and engineering
documents that arrive with delivered
field trusses.
Unless noted otherwise, all beams are
by others.
REVISION DATE
CHECKED BY 00/00/15
CLIENTI TOLL
BROTHERS
SUBDIVISIONI ATLANTIC BEACH
CC HERITAGE
MODEL 1 TERRANO
ELEVATION I COASTAL
LOT
DRAWN BY
RAS
DATE
5402/15/2018
REF #
1 5 1 5 1