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LOT 24 \ N ADJACENT GRACE) \
TWO STORYo- o. L� * 5n LOT 32 \\
RESIDENCE \ �� e 8 Y (VACANT)
F.F.E. = 7.50' m$s99r \ EASEMENT 1\
m
00
\ � 1 �P�1Y
\ .... \ rpTR OLER) OFFSET
\ \ AT POINT OF
INTERSECTION /
LOT 25 ELEV. 5.35' NGVD 1929 /
SINGLE STORY \ \ / / / / LOT 33
RESIDENCE \ / PROPOSED
F.F.E. = 7..80' \\ A/ / / INGLE1,
F.F.RELE14- 610'
* NOTE:'
LOT 31, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA
Line Table .
LINE
LENGTH
BEARING
L2
75.00'
S22030'39"E
L1
20.00'
N67-29-21"E
BUILDING SETBACKS (BSB):
FRONT - 25'
REAR - 15' MIN.
SIDES - 7.5'
ADDRESS: 3910 DUNE -SIDE
DRIVE
North
GRAPHIC SCALE
PLAT OF SURVEY FOR: DARLENE PRZDZIAL KEEFE 3I I iI I
TYPE: BOUNDARY & TOPOGRAPHIC
PROJ. NO. 13-024-31 DATE: 02/29/17
DWN. BY: J.G. • F.B. 275 PG. 64 1 inch 30
FEET30 ft.
CKD. BY' C.H.B. SCALE: 1" = 30'
THIS PLAT AND REPORT ARE NOT VAUD VATHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE
MERIDIAN
FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED
HEREON HHICH SIGNATURE AND SEAL MAY BE FOUND
®®®
1R LAND SURVEYORS
AT THE END OF THE ATTACHED REPORT. THE PLAT
1717 INDIAN RIVER BLVD, SUITE 201
AND REPORT ARE NOT FULL AND COMPLETE WHOUT,
' VERO BEACH, FL. 32960 LB#6905
ONE ANOTHER.
PHONE: 772-794-1213, FAX: 772-794.1096
.
EMAIL: LB6905QBELLSOUTH.NET
9
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FILF C011-11
1
Report of Survey. (Project #13-024-31)
* TYPE OF SURVEY: BOUNDARY Se TOPOGRAPHIC
* THIS SURVEY PERFORMED BY:
MERIDIAN LAND SURVEYORS LB#6905
1717 INDIAN RIVER BOULEVARD, SUITE 201
VERO BEACH, FLORIDA 32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
CHARLES H: BLANCHARD P.S.M.# 5755
* THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE)
IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT
AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT.
* THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE, AS ESTABLISHED
IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE
* ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF.
* THE LAST DATE OF FIELD WORK WAS: 01/25/18
* THE BEARINGS BASE FOR THIS SURVEY IS N2230'39"W ALONG THE CENTERLINE OF DUNE SIDE DRIVE, AS SHOWN ON THE PLAT
THEREOF.
* THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS,
OR ENCROACHMENTS, EXCEPT AS SHOWN.
* NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR,
EXCEPT AS SHOWN.
* NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
* UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
* THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE "X' AND "AE-4" PER FEMA FLOOD ZONE MAP #f2111COO93
J, DATED FEB. 16, 2612
* THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE PRIMARY BENCHMARK
FOR THIS SURVEY IS A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD. THE SECONDARY BENCHMARK
IS AS NOTED ON PAGE ONE
* THE CONVERSION FACTOR FOR NGVD 1929 TO NAVD 1988 IS-1.483. THIS WAS DETERMINEO'USING CORPSCON FOR WINDOWS
VER. 6.0.1.
* ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST
BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION.
* ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT
WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
Legend & Abbreviations: (symbols not scaleable for
PLS
- PROFESSIONAL LAND SURVEYOR '
F- -
PSM
- PROFESSIONAL SURVEYOR & MAPPER
`a-+ -
LB
- LAND SURVEYING BUSINESS
® -
C.
R
- CENTERLINE
- RADIUS (R) - RADIAL
® _
® _
L
- LENGTH (NR) - NON -RADIAL
-
&
- DELTA ANGLE
-
E/P
- EDGE OF PAVEMENT
Ion -
8/0
- BACK OF CURB
D4 _
B.M.
- BENCHMARK
_
POC
- POINT OF COMMENCEMENT
��II -
POB
- POINT OF BEGINNING
(SJ _
PCP
_ (PCP) PERMANENT CONTROL POINT
PERMANENT
CONTROL POINT
_
- (PRM) PERMANENT REFERENCE
PERM
- PERMANENT REFERENCE MONUMENTUMENT
-
IRON PIPE
®
P
- IRON P PE
LEE -
O
- (IRC) IRON ROD. & CAP
-
IRC
O
- IRON ROD & CAP
- (CM) CONCRETE MONUMENT
v -
CM
- CONCRETE MONUMENT - PINE TREE
NAVD -
FD
(M)
- FOUND
- MEASURED
_
(P)
- OAK TREE
- PLAT
A/C -
(C)
- CALCULATED
CONC. -
(OA) -
OVERALL - PALM TREE
#
F.F.E. -
R/W -
RIGHT OF WAY
BSB -
Certified To:
1) STEVEN AND LOUANN BENTLEY,HUSBAND AND WIFE
2) FLORIDA COMMUNITY BANK, ITS SUCCESSORS AND/OR
ASSIGNS AS THHER INTEREST MAY APPEAR.
3) OCEAN TITLE & ESCROW, INC.
4) OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
MERIDIAN
®
LAND 8URVEYORB
1717 INDIAN RIVER BLVD, SUITE 201
/JIB\
VERO BEACH, FL. 32960 LB#6905
PHONE: 772-794-1213, FAX: 772-794-1096
EMAIL: LB6905Qa BELLSOUTH.NET
EL/ELEV. -
R\W -
AB -
P/K -
size)
GUY WIRE
WOOD UTILITY POLE
TELEPHONE SERVICE
CABLE T.V. BOX
ELECTRIC BOX
LIGHT POST
WELL
HYDRANT
GATE VALVE
IRRIGATION VALVE
WATER METER
SANITARY MANHOLE
SANITARY SERVICE
SEPTIC TANK
DRAINAGE MANHOLE
CURB INLET
SURFACE INLET
MITERED END SECTION
CONCEPTUAL DRAINAGE
STREET SIGN
PROPOSED GRADE
NORTH AMERICAN VERTICAL DATUM
TYPICAL ELEVATION
AIR CONDITIONER
CONCRETE
FINISH FLOOR ELEVATION
BUILDING SETBACK LINE
ELEVATION
RIGHT OF WAY
AS -BUILT
PARKER-KALON
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE
AND THE ORIGINAURAISED SEAL OF THE FLORIDA
LICENSED SURVEYOR AND MAPPER NAMED BELOW.
•
1�.,,,=1,0311.T... Ut �,,,, ua>..��,,«�...�., PAGE 2 OF 2
BUILDER'S
PHONE_
JOB NAME
JOB ADDRESS
CITY
HOME WORK
t12PVc: (!-
DECK TYPE V G2 s
READY Cl YES ❑ NO
GROUND WIRE LENGTH
SPEC. ORDER P.O. R
ALUM ROOF_ POLY ROOF_ PANS COLOR
CELL
DATE ISSUED
PHONE
DATE MEASURED
—JOB #
DATE LAY -OUT
DATE WANTED `
BLOCK
11
BEAMS l
_LOT
SCREEN ROOF MESH
SCREEN WALLS MESH 20K aZ ,C5
CHAIR RAIL HEIGHT Ay
FL. GLASS ❑ YES ❑ NO
FRAME COLOR
❑ SUNTEX Cl PICKET
❑ WHITE ❑ BRONZE
KICK PLATE SIZE
LABOR RATE
INSTALLED BY
DATE COMPLETED -
7 rr V
d�
J
tl
x
6.6
in
.e h
r
�
y
�rnM
PPi
Oo0 N
0 c m
00
0�
m
0)
Yy
o
" 2SPACING
� WOOD MEMBER OR
(MIN)(TYP) CONCRETE
LAG SCREW INTO
PRIMARY ANGLE AND @ 24" O.C.
BETWEEN COLUMNS (TYP EACH
SIDE)
1/4" 0 X 2" LAG SCREW INTO L1" X 2" BASE
PRIMARYANGLE AND @ 24" O.C. O O EMBER (TYP
BETWEEN COLUMNS (TYP EACH O O EACH SIDE)
SIDE) O O
PRIMARY 2" X 2"
SECONDARY ANGLE X 0.125" ANGLE
(MIN 0.125" THICK)
(4) #10 X 3/4" SMS
(4) 910 X 3/4" SMS FASTENING COLUMN
FASTENING SECONDARY TO PRIMARY ANGLE
ANGLE TO COLUMN (TYP CnM EACH SIDE)
NOTES: EACH sIDE) Column
1. NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE LAG SCREW INTO THE 1X2.
2. LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL LOAD OF 410 LB. AND AN
ALLOWABLE LATERAL LOAD OF 185 LB. FOR WOOD WITH SPECIFIC GRAVITY, G=0.55.
3. ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO WOOD MEMBERS FOR THE ENTIRE LENGTH
OF THE SCREW.
POST OR SMB WOOD BASE CONNECTION
2.5" x.125"x (GIRT (NOTE: CONNECTION SHALL BE USED FOR TOP& BOTTOM WHEN APPLICABLE)
WIDTH +1/2"x BEAM NOTES:
DEPTH) ALUMINUM 1. OPEN BACK 1"X2"XO.045"PERIMETER MEMBER
BACKING PLATE SHALL BE ATTACHED TO HOST STRUCTURE W/ 1/4"0 X
2-1/2" CONCRETE ANCHOR FOR CONCRETE CONNECTION OR
1/4"X 2-1/2" LAG SCREW FOR WOOD @ 6" FROM CORNER & @
---- ----- 24"O.C. MAX.
2"12" OR 2"X3" 2. CHAIR RAIL SHALL BE ATTACHED W. 0.062" INTERNAL OR
PURLIN OR GIRT EXTERNAL RECEIVING CHANNEL W/ (1) 1/4"0 X 2-1/2"
CONCRETE ANCHOR FOR CONCRETE CONNECTION OR 1/4"0 X
CHAIR RAIL CONNECTION 2-1/2" LAG SCREW FOR WOOD TO HOST & (2) 1#10 X 3/4"
SMS EA. LEG TO CHAIR RAIL.
PAVER --,,UPRIGHT TYP� S
O O
1/4' O CONCRETE SCREW 3"
EDGE DISTANCE W/ 3"
EMBEDMENT6"FROM
UPRIGHT &24"O.C. W/WO/
PAVERS -
k- (4)#10X1"SMSFlit 2"X2'
2NCRETE SCREW
ANGLEGE DISTANCE TOP VIE THRU 2"XS"UPRIGHTS
CONCRETE SCREW 3* EDGE DISTANCE (4)#14X1.2"X6' UPRIGHTS &
@ PRIMARY ANGLE W/ 3' EMBEDMENT GREATER
INTO CONCRETE FOOTING OR SLAB W/
OR WO/ PAVERS UPRIGHTTYP
1/4-0 CONCRETE SCREW 3" (4) #10 X 3" SMS FOR 2"X2'
EDGE DISTANCE W/ 3" THRU 2'XS" UPRIGHTS
EMBEDMENT 6" FROM UPRIGHT (4) 414 X 1" 2"X6" UPRIGHTS
& 24" O.C. W/ WO/ PAVERS & GREATER
A"
>:1• _:
<
4
. ,
FRONT VIEW '
POST OR SMB CONCRETE BASE CONNECTION
(NOTE: CONNECTION SHALL BE USED FOR TOP & BOTTOM WHEN APPLICABLE)
THIS DOCUMENT SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESSED WRITTEN PERMISSION OF TRAC DESIGN, LLC
C
HEIGHT F
see N
table) ti
0
S
C
HOST STRUCTURE �iF�/ICrAIr..e -
CODE
1 ' ". '
ST-
COLUMN(SEE TABLE
/C''��OMPL
LU,+'E C®1•;'Pki _
BELOW
BOCC
CHAIR RAIL
SEE TABLE FOR
THICKNESS
1X2XO.045 PERIMETER
EMBER FOR SCREENING
(L),p ALL SIDES)
9'
4 CENTER -TO -CENTER
OR CENTER -TO -HOST
TYPICAL SCREEN WALL ELEVATION
NUMBER OF PANELS MAY VARY
MAX. SPACING OF COLUMNS SHALL BE MAINTAINED
160 mph, Exposure C
Chair Rails / Girts
G' • .Wi
4'-0"
1 W6:)l5'-0"
1 5'-6"
1 6'-0"
6'-6" 1
T-0"
7'-6"
B'-0"
2'x2" "Hollow
6'-7"
6'-2
5'-IY'
5'-7"
1 S-V
5'-T
5- 0'
4-10"
4'-8"
2" x3" x0.D45" Hollow
8' - 9'
8' -
7' - 9"
7' - 5'
7' - 1"
6'- 1 G'
6'- T'
6'- 4"
6'- 2"
x4" 050" Hollow
2" x0.
-3'
0' - 7"
10' - l"
9'-7"
1 9' - 2"
1 8'- 10"
8'-6'
8' - 3"
7' - 11"
on -Load Bearing Wall Heights (in -fills)
r
_- NG. 6 fir'
I-
s i77'�SS� I I Ip�Y�G ``♦
PROFESSIONAL ENGINEER SEAL
Column \Trib Width
4'-0"
1 4'-6"
1 5'-0"
5'-6"
6'-0"
6'-6"
1 T-0"
1 7'-6"
8'. 0"
8'.6"
9'-0"
2x4"x0.050"Follow
9'- 7'
8'-8"
8'-3'
7-10"
7-6'
7-2"
6'-I1"
6-8"
6'-6"
6'-4"
6'-r
2x5'x0.050' Hollow
10'-3"
9'-8"
9'-T'
8'-9"
6-4"
8'-0"
T-9"
T-6"
7-3"
7'-G'
6'-la'
x4"xO.044"x O.ICO"SMB
10'-0"
9'-5"
8'-11"
8'-6"
8'-2"
T-10"
T-7'
7- 4"
7- 1"
6'-10"
6'-8"
x5"xO.050"x 0.116"SMB
IT-4"
11'-7'
11'-0"
10'-6'
19-I"
9'-8"
9'- 4'
9'-0"
8'-8"
8'-5"
8'-3"
" "x . MB
14'-0'
13-2"
12'-6"
Il._II"
IV-5"
10'-11"
19-7"
10'-2"
9'-11"
9'-T'
'-4"
x7"x0.055"z0.120"SMB
15'-0'
14'-8"
13'-11"
13-a'
12'-8"
12'-2"
11'-9"
1V-4'
1V-0"
10'-8'
19-N.
x . B
15'-0"
15-0"
15'-0"
15-9'
15'-0"
15-0"
15-0"
15-0"
15-0"
15-0"
-
2x4"x0.045'SnOP
11'-V.
0'-5"9'
11"
9'-5"
7-0"
8'-8"
8'-4"
9-1"
7-10"
7- 7"
7-4'
2 xS x0.055'SEP
13'-9"
12'-4"
71'-9"
11'-3"
10'-10"
10'-5"
10'-1"
9'-9"
9'-5"
9'-2"
GENERAL NOTES:
1. THIS ENGINEERING SHALL ONLY BE USED FOR ATTACHMENTS TO 2500 PSI (MIN) CONCRETE
MIN. OR SG=0.55 (SOUTHERN PINE) WOOD MEMBERS. HOST STRUCTURE SHALL BE ON ALL
FOUR SIDES OF SCREEN WALLS. ALL ALUMINUM MEMBERS ARE SECONDARY MEMBERS AS
DEFINED BY SECTION 2002.2.1 OF THE FLORIDA BUILDING CODE 6th EDITION, WITH THE
EXCEPTION OF UPRIGHTS.
2. DESIGN CONFORMS TO FLORIDA BUILDING CODE 6th EDITION.
3. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)-160 MPH, EXPOSURE "C" ULTIMATE &
NOMINAL WIND SPEED= 124 MPH,
4. EXPOSURE "B", DESIGN LOAD: WIND: WALL- 49 PSF W/ 0.88 FACTOR FOR 18/140.013"
SCREEN MESH &ALLOWABLE STRESS DESIGN (ASO) MULTIPLIED BY.06 FACTOR.
5. RISK CATEGORY I IN ACCORDANCE W/ TABLE 1604.5 OF FBC 6th EDITION.
6. ALL STRUCTURAL ALUMINUM SHALL BE 6005- TS OR 6061- T6.
IN ACCORDANCE W/ SECTION 2002.3 OF THE FBC 6th EDITION, STRUCTURAL ALUMINUM
SHALL HAVE A MIN. THICKNESS OF 0.040 INCHES.
7. FOR SMS (SHEET METAL SCREWS), THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE
1/2" & MINIMUM CENTER -TO -EDGE DISTANCE SHALL BE 1/2" UNLESS OTHERWISE NOTED.
SMB (SELF MATING BEAMS) SHALL BE STITCHED W/ @10 X 3/4" SMS @ 24" O.C. (MAX.).
8. DOOR LOCATIONS ARE NOT CRITICAL BUT SHALL BE PLACED BETWEEN OR ADJACENT TO
COLUMNS. DOOR JAMBS SHALL NOT BE SUBSTITUTED FOR COLUMNS.
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E.
FLORIDA LICENSE: 38654
Myron Max Neal P.E.
FLORIDA LICENSE: 86663
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
FBC Plans & Engineerir
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
W ebsite-www.fb cplans.com
C.O.A. #29054
DATE: 6-14-2019
DRAWN BY: TLK
REVISION: DATE:
RO 1
RO 2
NO 3
R0 4
aPROJECT ADDRESS:•
flJ *A'k. /fAf4, I(ones G,f �I
391� D;Jr' Z 5o p6 c i•
CONTRACTOR:
SCREEN BUILDERS INC
8451 McALLISTER WAY
WEST PALM BEACH, FL 33411
staff@screenbuildersinc.com
L60 MPH "C" LANAI DETAILS
D _ - j�:d1: G 10
P L^� i4+29 b