1762 ATLANTIC BEACH DR - MISC DRAWINGD OFFICE COPY
-JI:.D`tia .,C 1FIa:`'iE+7 5 m P P L4, II;C,
4627 JR HALL BLVD. SUITE 208
GREEN COVE SPRINGS, FL 32043
0: 904.297.9390
F: 904.529.1 406
�I BEARING HEIGHTS
F- 1 O /B"I-1 1 /B
20, - 9
4} ga}_ SS PLACEMENT
" r " .T THIS IS A TRU
�s - = P"
—T DIAGRAM ONLY.
w I F These trusses are designed as
individual building components to be
a �� CEIL G incorporated into the building design at
9r� d_oo the specification of the building
- °.°°
I� � - designer.See individual design sheets
$ $ a a $� €`° �' �I J for each truss design identified on the
" " _ _ = SII !� w �I
_+� _7 l g _- ii
placement drawing.The building
- _
-- - 811 designer is responsible for temporary
=- �I g
fi tIIII r
and permanent bracing of the roof and
$� 7 Iw w III II floor system and for the overall
w w a' P
I �,� structure.The design of the truss
w ,
support structure including headers,
--
beams,walls,and columns is the
� I � -
$ r� � responsibility of the budding designer.
- - - - - s.
�reas�irr _ _, �� � ' al II=�� E� ` it III I� I I � I a _� 3' For general guidance regarding
aIle {��II--- wG bracing,consult"Bracing of Wood
-4 s�--�n
FOYER
-_ra
l
oallSTGRY ,f Trusses"available from the Truss Plate
Institute,583 D'Onifrio Drive;Madison,
oE
M
WI 53179.GNVrG
:
>_ ATTENTION.
I Refer to truss layout and engineering
s° T �E 3—• - n'_ documents that arrive with delivered
° $ m° field trusses.
_' '°0 Floor T s Connector bit 1
4 yManuf Protluct QtY
#� _ E °o°° _ -''m'ih _ q u _''_ II ,r a usP THDzfiz 1 Unless noted otherwise,all beams are
IIS USP THD46 1 g by others.
8. = ��I I' I, —
,1. " °° II m -Roof Truss Conn ctorLlstl REVISION DATE
u $, _ Manuf Product DIY
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ry " gr- — .. — __- �. —..-__ _ _- ATLANTIC BEACH
0OR
-- SUBDIVISION
AMBASSADOR
ANNA
MODEL MARIA
ELEVATION COASTAL
DRAWN BY
LOT # RAS
DATE
SECOND FLOOR LAYOUT FIRST FLOOR LAYOUT 71 07/19/2017
" �� SCALE: 3/1 611 = 1 1011 REF'#
SCALE: 23/1 6 = 1 O
13182
1
I
MAP SHOWING PL 0 T PLAN OF
LOT 71 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.
--� DENOTES DIRECTION OF FLOW
TYPE "A" DRAINAGE CURVE DATA Cl
ELEVATIONS SHOWN THUS (12.90) PROPOSED S3716'20"E
WERE TAKEN FROM ENGINEERING PLANS CH = 60.19'
BY TAYLOR & WHITE, INC
DATED 05-15-14 0-op R = 400.00'
p
0,0"
ELEVATIONS SHOWN HEREON Fes°o� � Fa A = 60'25'
REFER TO NAVD OF 1988 9� o r� = 08'37 48p
s
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PUBLIC WORKS
P� { APPROVED
{ }DENIED
{ NOT APPLICABLE TO DEPT
71
OTE ALL UTILITIES SHOWN
HEREON WERE FROM
AS-BUILT DRAWINGS
PROVIDED BY CODY'S
PROFESSIONAL SURVEYING
AND MAPPING, INC.
12-18-14; JOB #10114
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
TREE SCHEDULE ALL PAVERS
ALL MEASUREMENTS ESTIMATED LOT 71 MODEL "ANNA MARIA"
L01 SQ. FT. MINUS EASEMENTS/WETLANDS 6,247 FRONT 9161 SQ. FT. LOT SIZE 6,6991 SQ. FT.
AC ES=6,247/43,560 0.14
BACK 2261 SQ. FT. DRIVEWAY TO R/W 7631 SQ. FT.
AC ESx40=REQUIRED TREE INCHES 5.6
APPROXIMATE SIDEWALK 2411 SQ. FT.
THE' REQUIRED NUMBER OF TREE INCHES WILL BE MET
USI G 2" DIAMETER TREES. DUILDERS ENDORSEMENT RIGHT-OF-WAY LENGTH 60.25 FT. I
70 SIGNED: TOTAL IMPERVIOUS AREA 3,770± SQ. FT. 56%OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, NAME:
WI NO MORE THAN 50% OF THE SAME SPECIES. TOTAL EASEMENT AREA 452± SQ. FT.
DATE:
UNDERGROUND ENCROACHMENTS NOT 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 - 904/179-0088 - LICENSED LAND BUSINESS NO. 3857
FND. - FOUNDa en C = AIR CONDITIONER _5
ESM't EASEMENT I.D. IDENTIFICATION
CONI CONCRETE ( - TYPICAL SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW -
MON. = MONUMENT JEA EA = JACKSONVILLE ELECTRIC _—'I
I.P. - IRON PIPE AUTHORITY BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY
I.R. = IRON ROD P.T. - POINT OF TANGENCY
A - DELTA ANGLE P.C.P. - PERMANENT CONTROL POINT ALL
CH - CHORD P.C. - POINT OF CURVE
A - ARC LENGTH P.R.C. - POINT OF REVERSE CURVE AMERICAN
R - RADIUS P.C.C. - POINT OF COMPOUND CURVE SURVEYORS
(CALC.) = CALCULATED B.R.L. - BUILDING RESTRICTION LINE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
(D - DEED F.P.&L.- FLORIDA POWER & LIGHT JAMES D. HARRISON. JR., No. 2647 OF FLORIDA,
(P - PLAT U.D.E - UNOBSTRUCTED DRAINAGE MICHAEL A. GARRETT. NO. 6643 INC.
(R RADIAL LINE EASEMENT
1"=20'
I - CENTER LINE NGVD - NATIONAL GEODETIC VERTICAL SCALE
R/W = RICER-OF-WAYDATUM
P1AVD = NORTH AMERICAN VERTICAL DATUM k
9—x— FENCE P.I. = POINT OF INTERSECTION
(W) - WITNESS EOW EDGE OF WATERDATE 04-10-17F.F.E. - FINISH FlAOR ELEVATION Toe - TOP OF BANK FLO D EGISTERED URVEYOR MAPPER 8
ra X na av RRR n,c Pc\7M 7\R1R(T4-1Fi4R47-nln}nlnn nnnrn un 156QQ9 r..r R1 Ann
i
j
I
MAP SHOWING PL 0 T PLAN OF
LOT 71 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.
I
i
i
;
--� DENOTES DIRECTION OF FLOW
CURVE DATA Cl
TYPE "A" DRAINAGE
ELEVATIONS SHOWN THUS (12.90) PROPOSED $37'16'20"E
BY AYAORN&F FROM
WHITE,
PLANS ° A CH = 60.19,
DATED 05-15-14 :-0po Gpm<otigo R = 400.00
REFER��O NAVD OF 19880N A : 60.25'
c�`�F° � = 08'37'48"
I
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PUBLIC WORKS
oro�o o� (VIAPPROVED
DENIED
{ }NOT APPLICABLE TO DEPT
NO E ALL UTILITIES SHOWN
HEREON WERE FROM
AS-BUILT DRAWINGS
PROVIDED BY CODY'S
ANDPROFESSIONAL MAPP NG, SURVEYING
NC
i
12-18-14; JOB #10114
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
I
TREE SCHEDULE ALL PAVERS LOT 71 MODEL "ANNA MARIA"
ALL MEASUREMENTS ESTIMATED
LOT SQ. FT. MINUS EASEMENTS/WETLANDS 6,247FRONT 9161 SQ. FT.
LOT SIZE 6,699± SQ. FT.
ACRE =6,247/43,560 0.14 DRIVEWAY TO R/W 763± SQ. FT.
BACK 226± SQ. FT.
ACRE 3x40=REQUIRED TREE INCHES 5.6 APPROXIMATE SIDEWALK 241± SQ. FT.
THE REQUIRED NUMBER OF TREE INCHES WILL BE MET
BUILDERS ENDORSEMENT RIGHT-OF-WAY LENGTH 60.25 FT.
USING 2" DIAMETER TREES. SIGNED: TOTAL IMPERVIOUS AREA 3,770± SQ. FT. 56%
70% F REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, NAME: 452± SQ. FT.
WITH NO MORE THAN 50% OF THE SAME SPECIES. TOTAL EASEMENT AREA
DATE' UNDERGROUND ENCROACHMENTS NOT LOCATED
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE ')(" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0406 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
j ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS — 3751 SAN JOSE PLACE, SUITE 15 — JACKSONVILLE, FLORIDA, 32257 — 904/279-0088 — LICENSED LAND BUS/NESS NO. 3857
FND. FOUND a en -1-51
ESMT EASEMENT
(TYP.) TYPICIDENTIFICATION
CONC MON. MONUMENT JEA JACKSONVILLE ELECTRIC SKETCH FOR PLOT PLAN ONLY — DOES NOT REPRESENT OR PURPORT TO SHOW 7-4
P.T. - POINT of TANGENCY BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY
I.P. IRON PIPE JACKSONVILLE
I.R. IRON ROD ALL
PLANT
CH CHORD P.C. - POINT OF CURVE AMERICAN
A ARC LENGTH P.R.C. PONT OF REVERSE CURVE SURVEYORS
P.C.C. - POINT OF COMPOUND CURVE OF FLORIDA,
R RADIUS SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
j ' (CALC.) CALCULATED B.R.L BUILDING RESTRICTION UNE
F.P.kL.- FLORIDA POWER k LIGHT JAMES D. HARRISON, JR., No. 2647 INC.
(P) PLATO U.O.E - UNOBSTRUCTED DRAINAGE MICHAEL A. GARRETT, No. 6643
EASEMENT�i R
CENTER
OLIVE NGVD - NATIONAL GEODETIC VERTICAL SCALE L LINE 1"=20' ✓�1 -
NAVD = NORTH AMERICAN VERTICAL DATUM ' —9
—x— FENCE P.I. - POINT OF INTERSECTION
(W) WITNESS EOW - EDGE OF WATER DATE X10-t7 1 FLO D EGISTERED URVEYOR MAPPER _—B
F.F.E. FINISH FLOOR ELEVATION TOB - TOP OF BANK
I I
cn X no ov RRA n,a P:A7M 7\R7 R(14-154AQ9-nln+nlnn nnnrn un ASd.QQ9 r„r A1ROA
II i
i
i
MAP SHOWING PL 0 T PLAN OF
LOT 71 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.
I
I
i
I
--� DENOTES DIRECTION OF FLOW CURVE DATA Cl I
TYPE "A" DRAINAGE
ELEVATIONS SHOWN THUS (12.90) PROPOSED S37'11 6'20"E
WERE TAKEN FROM ENGINEERING PLANS CH = 60.19'
BY TAYLOR & WHITE, INC o 00 P R = 400.00
DATED 05-15-14 p 0 0
ELEVATIONS SHOWN HEREON 'oF o o ��s�o A = 60.25' M
REFER TO NAVD OF 1988 vyc�o o�F = 08'37'48
\ s•s•
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�• O O• $p0.O /�,
PU LIC UTILITIES
e�ooJa�o�
"� { }APPROVED
{ }DENIED
vz
T APPLICABLE TO DEPT
NOTE ALL UTILITIES SHOWN
946-17
HEREON WERE FROM
AS-BUILT DRAWINGS
PROVIDED BY CODY'S
PROFESSIONAL SURVEYING
AND MAPPING, INC.
12-18-14; JOB #10114
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
TREE SCHEDULE ALL PAVERS LOT 71 MODEL "ANNA MARIA"
ALL MEASUREMENTS ESTIMATED
LOT SQ. FT. MINUS EASEMENTS/WETLANDS 6,247 FRONT 916± SQ. FT. LOT SIZE 6,699± SQ. FT.
AC ,ES=6,247/43,560 0.14 BACK 226± SQ. FT. DRIVEWAY TO R/W 763± SQ. FT.
AC ESx40=REQUIRED TREE INCHES 5.6 APPROXIMATE SIDEWALK 241± SQ. FT.
THE REQUIRED NUMBER OF TREE INCHES WILL BE MET BUILDERS ENDORSEMENT RIGHT-OF-WAY LENGTH 60.25 FT.
USNG 2' DIAMETER TREES. SIGNED: TOTAL IMPERVIOUS AREA 3,770± SQ. FT. 56%
70 OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, NAME: 4521 SQ. FT.
WIT-I NO MORE THAN 50% OF THE SAME SPECIES. TOTAL EASEMENT AREA
DATE:
UNDERGROUND ENCROACHMENTS NOT 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, SURE 15 - JACKSONVILLE, FLOR/DA, 32257 - 904/279-0068 - LICENSED LAND BUSINESS NO. 3857
FND. - FOUND egen C - AI COND I N
ESM - EASEMENT i. = IDENTIFICATION
CONIC = CONCRETE {TVP.)= TYPICAL SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW —4
MON. - MONUMENT JEA = JACKSONVILLE ELECTRIC
I.P. - IRON PIPE AUTHORITY BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY
I.R. IRON ROD P.T. - POINT OF TANGENCY
A - DELTA ANGLE P.C.P.- PERMANENT CONTROL POINT ALL
CH - CHORD P.C. POINT OF CURVE AMERICAN
A - ARC LENGTH P.R.C. - POINT OF REVERSE CURVE
R - RADIUS P.C.C. - POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS
(CALC.) = CALCULATED B.R.L - BUILDING RESTRICTION LINE OF FLORIDA,
( ) F.P.&L= FLORIDA POWER & LIGHT JAMES D. HARRISON. JR., No. 2647 INC
P3 PLAT IU - UNOBSTRUCTED DRAINAGE MICHAEL A. GARRETT, No. 6643
(R RADIAL UNE EASEMENT
t, - CENTER UNE NOVO - NATIONAL GEODETIC VERTICAL SCALE 1"=20' 01/�
R/W - RIGHT-OF-WAYDATUM
NAVD - NORTH AMERICA! VERTICAL DATUM —9
—x— - FENCE P.I. - POINT OF INTERSECTION
(W) - WITNESS EOW - EDGE OF WATER DATE 04-10-17 FLO 0 EGISTERED URVEYOR —
MAPPER B
F.F.E FINISH FLOOR ELEVATION TOB - TOP OF BANK -
ca X nm ov RRR n,c P!\9017\R1RT14--1S4QQ9- Il +t Inn nnnrn un 154QQ9 rnr AI RI14
TO THE BEST OF W MWI.�,THE DESIGN D@ICIED ON THIS
DRAWING CDNR.IES WrrH Tiff APPLICABLE MINIMUM MUM
ELEVATION NOTES C LHL�u August 10,E V 2017=MC .
ci August 10,2017
PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM ROOF HEIGHT
OF FL
FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR
1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED
c Gorr
L OTHERWISE
a FOAM APPLICATIONS FINISHES SHALL BE ACCORDING g' `
2' TO EACH ELEVATION
"CORAL-LIGHT" OR EQUAL PRE-FINISHEDR 967
FOAM APPLICATIONS SHALL BE INSTALLED AS PER 5. .82 ROOFING PER
3. MANUFACTURER SPECS. U.N.O. CONTRACT (TYP)
PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE -- -- .-
z " FACTORY INC. ORE UAL AND HEEL HT. '
0 4. CAST FROM FOAM FACTO Q __ __ __ __ __ ova n IA
--------------------------
oINSTALLED AS PER MANUFACTURER SPECS.
T.O.PLAT AR 96399
v, (n TRIM WORK FINISHES SHALL WRAP ALL OPENINGS , 4, I
_� Manuel Gonzalez, AIA
o W 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE ' 'y FLASHING Javier AIA
AR 96730
TY ; ' r Hernandez,
w O OPENING IEE 1H
I AR 98560
o. ce METAL WORK IN INTERIOR AND EXTERIOR RAILINGS
Z 611 CO j\ _�.... ................ ____---- ............................................... �. .............. 6 Sang-Yub Lee, PE
J . AND APPLICATIONS TO BE FAUX WROUGHT IRON72328
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WINGS ---- -- -----------
a � o THE BUILDER SHOULD NOT INTERPRET THE DRAW FLASHIN -4 - -
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