HomeMy WebLinkAboutSURVEY SETBACK REQUIREMENTS5CALE:1 °=30' SCANNED
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LOT 291 FOUND 112' I
_ IRON ROD
FODND lid'4nL'�
1 N59°50' 17V 115.241 M) METER E:D' 1'
IRON RODLDI 5ETBACK G' D.E. I
A/C
21.29 e125.28' —
N
ONE STORY 12.00w o
I �v RE51DENCE # 5741 bn a c t o
m LOT 290 7.39 IIz- I z I b
m
2.30, a 19 1��=
2.40'2o
I32.G4''Z-1 54.39 4 i o
Lo G' BUILDING 5EFBACF 27.50 o
z
j—��
FOUND 112'
559-50-17°E I I5.00'(P4M) IQ FOUND 112'
IRON ROD
v, LOT 289 IRON ROD g
FOUND 112' IRON ROD-n
AT THE 5E CORNER OF
LOT 289
I
MIN. !S4ETCK REQ. '
FRONT
SIDES
CNR SIDS
REARS I
ZNG.
TECH. I
PLEASENOTE:
SUBJECT PROPERTY IS SERVICED BY PUBLIC UTILITIES.
Notable Conditions • Please note the following:
Brick drive extends into east easement.
Setbacks areas provided b cfienL
Landtec Surveying offers services throughout the State of Florida. Please refer to ourwebsile at
Invoice Number: 74710SE
iwnv.LandlecSurveycom for up to dale information about our balions and coverage area.
This survey has been issued by the following Landtec Surveying office:
By: J. Santmyer
Dale of Feld Work:0612012016
600 Fairway Drive - Ste.101
Deerfield Beach, FL. 33441
Revision:
Revision:
Office: (561) 367-3587 Fax: (561) 465-3145
Revision_
www.LandtecSurvey.com
AERIAL PHOTOGRAPH
(MAYNOTSHOWLATESTIMPROVEMENTS)
(NOT -TO -SCALE)
BOUNDARYUNE
BUILDING LINE
— - — - — CENTERLINE
-------------- EASEMENT UNE
:—z—z— CHAIN LINK FENCE
WOODEN FENCE
OVERHEAD CABLE'
ENCROACHMENT5 5HOWN IN RED LETTERING
CA DENOTES CENTRALANGLE
CATV DENOTES CABLE T.V. BOX
CH DENOTES CHORD DISTANCE
0 E 0 ENO TES 0 RAINA G E EA S EMEMT
Fill DENOTES FOUND NAIL
MDENOTES MEASUREO
OHC DENOTES OVERHEAD CABLE
P DENOTES PLAT
PP DENOTES POOL PUMP
R DENOTES RADIUS
TR DENOTES TELEPHONE RISER
UE DENOTES UTILITY EASEMENT
UP DENOTES UTILITYPOLE
WMDENOTES WATER METER
BEARING REFERENCE: WE5T LINE OF 5PAN15H RIVER ROAD A5 N. 00°09'43' E.
ALL BEARING5 SHOWN HEREON REFERENCED THERETO.
L A—N�J? i E -
S U R V E. Y I 'N G
Prolgdty Solving Floritl g•sc 4and Ti,I{a F F39a9 [-Iola rndu-Ida*
... .rr easizrad'o 6cf4crl
Sheet 3 of 3 (Survey Related Data) -See Sheet 2 of 3�for Sketch of Survey. SURVEY IS NOT
LEGAL DESCRIPTION:
LOT 290, BLOCK , PORTOFINO SHOF S, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 43, PAGE-(S) 40, OF THE PUBLIC RECORDS OF ST. LUCIE
COUNTY, FLORIDA.
i
PROPERTY ADDRESS: I
5741 SPANISH RIVER ROAD
FORT PIERCE, FL 34951
INVOICE NUMBER: 74710-SE
DATE OF FIELD WORK: 06/20/2016
CE tIFIED TO
FIRST INTERNATIONAL TITLE
WFG NATIONAL TITLE INSURANCE COMPANY
FLAGSTAR BANK FSB, ISAOA I
GLORIA M. EVANS'
FLOOD ZONE: X
FLOOD MAP: 12111C
PANEL: 0070
SUFFIX: J
PANEL DATE: 02/16/2012
COMMUNITY NUMBER: 120285
GENERAL NOTES:
1. THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED.
2. IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION. ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS
SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM LANDTEC SURVEYING. LANDTEC SURVEYING ASSUMES NO RESPONSIBILITY FOR ERRORS RESUL TING FROM FAILURE TO ADHERE TO THIS CLAUSE.
3. ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING
FROM THE REMOVAL OF. OR CHANGES MADE TO. ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES. DETERMINATION OF FENCE POSITIONS SHOULD BE BASED
SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES.
4. GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS- DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS.
5. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. I
I.
ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 1929) OR NORTH AMERICAN VERTICAL DATUM (NAV.D. 1988) AS SHOWN ABOVE.
7. ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE.
B. CORNERS SHOWN ASSET' ARE IDENTIFIED WITH A CAP MARKED LS (UCENSED SURVEYOR) # 5639. I
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR LEGEND: �� BOUNDARY LINE
SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND M APPERS IN CHAPTER SJ-17.051 A- DENOTES ARC LENGTH P -DENOTES PLAT
&5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANTTO SECTION 472.027. FLORIDA CA- DENOTES CENTRAL ANGLE PK- DENOTES PARKER KALON NAIL BUILDING LINE
STATUTES. AND THAT THE ELECTRONIC SIGNATURE, AND SEAL HEREON MEETS PROCEDURES AS SET CAN - DENOTES CABLE T.V. BOX PH - DENOTES POOL HEATER - CENTERLINE
FORTH IN CHAPTER 5J�17.062. PURSUANT TO SECTION 472.025, FLORIDA STATUTES. X— •— METAL FENCE
CH - DENOTES CHORD DISTANCE PP - DENOTES POOL PUMP --- ------ EASEMENT LINE
OE - DENOTES DRAINAGE EASEMENT R- DENOTES RADIUS —
DENOTES TELEPHONE RISER —//—//— WOODEN FENCE
jompt
Di itall signed b
4�I'yAn;drew Snyder, P.S.M.
Date-2017.09.06
f of 5:50:14-04'00'
09/06/2017
SIGNATURE DATE:
ANDREW SNYOER - PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION No. 5639 (NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
nR FI PrTRntdlr SEAL OFTHE FLORIDA LICENSED SURVEYORAND MAPPER SHOWN ABOVE)
FN- DENOTES FOUND NAIL
TR-
L-DENOTES LEGAL UE- DENOTES UTILITY EASEMENT � PVC FENCE
M- DENOTES MEASURED UP- DENOTES UTILITY POLE 1— 1—OVERHEAD CABLE
mur. nFNnTFR nVFRHFAD CABLE WM- DENOTES WATER METER
"k N JD? TEE: C
S U R V E Y I N G
F'roudhj.S..m1.q Flotidd. Land Till. &'Roil Emato IndunW..
... nimsum4l- Geller-/
ELITE PANEL SPAN TABLES:
3' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
16.17
15.76
15.03
14.10
20
13.44
13.44
12.22
10.35
3D
10.70
30.7E
9.41
6.60
40
9.22 •
9.22
6.60
50
B.17
9.17
3.79
60
7.40
6.39
0.98
a85
7D
6.81
451
8D
633
E64
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
19.00
19.00
17.17
16.53
20
15.01
15.01
15.01
13.95
3D
12.50
12.50
12.50
11.38
40
10.97
10.97
10.97
8.BD
50
9.92
9.92
9.44
6.22
60
9.13
9.13
7.51
3.64
70
B-92
852
5.5B
1.07
80
8.02
B.02
3.64
-
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.00
21.24
21.47
20.B5
20
IBA6
18.06
I8.06
IB.06
30
-15.13-
15.13-
-15.17-
-15.13-
40
13.34
13.34
13.34
13.34
50
12.10
12.10
12.10
1191
60
1147
11.17
11.17
8.43
7D
10.44
10.44
10.30
5.95
BD
925
9.85
8.43
3.47
Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
17.50
17.50
16.91
15.96
20
16.64
15.96
14.06
12.16
30
15.17
14.06
ulai
8.36
40
13.69
12.16
8.36
4.56
50
1222
10.26
5.51
0.76
60
10.75
8.36
2.66
70
9.27
6A6
BO
7.B0
456
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
20.50
20.50
20.11
19.24
20
19.61
19.24
17.49
15.74
30
10.17
17.49
14.87
12.24
40
16.72
15.74
12.24
a.74
50
1528
13.99
9.62
5.25
60
13.04
12.24
7.00
1.75
70
12.40
10.49
4.38
-
80
10.95
8.74
1.75
-
6' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/00
L/120
L/180
L/240
10
24.00
24.00
24.00
23.42
20
23.34
23.21
21.e2
20.22
•0
-22.10-
-21.63-
-1%42-
40
20.86
2M05
17.02
50
19.62
18.47
14.62
60
18.38
16.B9
12.22
N74
70
17.14
15.30
9.82
80
ISM
13.72
7.42
3
' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET MAX. ALLOWABLE SPAN (FT)
ALLOWABLE
LOAD (PSF)I I L/80 I L/120 7/1B0 V24n
24x2LBI�EP�SPANE1
4+x��0 0AA
CALLO�WABLE,,CLEAR
5�
,SPAN, CHAR1TS�
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
I L/120
I L/180
L/240
10
21.97
1 21.97
21.52
20.97
20
20.77
20.77
19.86
18.76
30
1957
19.57
1821
16.55
40
10.36
18.36
16.55
1434
50
17.16
17.16
14.89
12.13
60
15.96
15.96
13.24
9.93
70
14.75
14,75
it
7.7E
80
13.55
13.55
9.93
5.51
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
IO
23.93
23.93
23.80
23.60
20
23.20
2320
23.03
22.46
30
-22.47-
-22.47-
22.18-
-21:33-
40
21.75
21.75
21.33
20.20
50
21.02
21a2
20.49
19.07
60
2029
2029
1%64
17.94
70
19.57
19.57
18.79
16.61
80
10.84
18.84
17.94
15.69
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-1-1154 aluminum lacings. I or 213CF AST-M C-578 carpenter brand EPS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel products only in
accordance with approved fabrication methods.
2. Elite roof panels maintain n UL 1715 (int) clnss'B' (e%t) rating and the NER-50I approved.
3. Tliis specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
5i6 Edition (FBC), composite panels comply with Chapter 7 Section 720. Chnpler 8 Section 903. Class A interior finish, and
Chapter 26 Section 2603. All local building code amendments shall be adhered to as required.
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
load combinations) using the data from the allowable lends tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including the FIVIi7_. In FIVHZ, this product shall be used
in structures "not to be considered living areas' per Section 1616 unless impact resistance in accordance to the HVHZ
requirements are nut.
6. Safety factorof2.0 has been use to develop nllowable loads and spans from testing in accordance to the Guidelines for
Aluminum Structures Par I and conforms to CC pa I6a Chapter anti 20 the FB
7. Testing has been conducted in necardance to ASTM E72-05: Strength Test ofPancls for Building Construction.
S. Reference test reports: FII:•1.1-05-1988,11111171-06-2104.1{Ff1-06.2066. IiC1.1-06 2105,11133•1-1-06-2067, 1-113Fl•1.05•1002, I1E•1.1-
o _7 7
OG _107 I lFI'I-OS-1987 116fI-OG _OG9 IIETI-OG•_070 11 -0 - 0 FCI 6 _ 71,1IETI-OS-1994, I IETI.OS-199I, IIETI-OG 2072,
FIETI-06-2073, 1-1E1.1-06-2074, HETI-05-1996, FIETI-05-1.989, HETI-05-I993, HETI-01-1985, IIETI-05-I995, HC-TI-05-
1990, IiF-1-1-05-1997, FIF.I.1-05-2037, Ii1TI-1-05-2029, HrTI-05-2039. IiI3TI-05-2030, HFTI-05-2041, HE-1.1-05-2048, FIETI-
05-2036, RETI-05-2031, HETI-05-2038, I IETI.05-20G5, HETI-05-2040, HETI-05-2042.
9. Lincar interpolation shall be allowed for figures within the tables shown.
10. Panels with fan beans shall be considered equivalent to similar panels without fan beans. Design professionals may include
Q
.J
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
20.11
20.03
19.42
18.B1
20
19.02
I8.81
17.59
1635
30
1793
0.58
15.73
I3.89
40
16.83
16.35
13.89
11.43
50
15.74
15.12
12.05
9.97
60
IT64
13.09
1021
6.52
70
13.55
IZ66
8.36
4.06
BO
12.46
11.43
6.52
1.60
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
24.17
2437
24.17
24.17
20
23.64
23.64•
23.41
23.11
30
22.57
22.57
21.90
21.01
40
2151
2151
20.39
50
20.45
20.45
18.88
60
19.39
19.39
17.37
a14.7O
1833
IB.33
15.86
17.26
17.26
14.35
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
I L/120
I L/180
L/240
ID
24
24.00
24.00
23,84
20
23.65
23.65
2334
22.B4
- -30 --
-22.94 -
"22.94
2259
i!L85
40
2Z23
22.23•
21.85
20.85
50
21.53
21.53
21.10
19.86
60
2032
20.82
20.36
10.87
70
20.11
20.11
19.61
17.87
80
19640
19.40
18.87
16.88
SEAL JOINT VITH
CONTINUOUS CAULKING
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PANELL WIDTH FT SLOPE)
)00000000 a u EPS CORE 1LH OR 2LB .002000
)0dn000.�_OOn ac p�0o20_
ALUMINUM BOTTOM I4-o
FACINGS
CLEAR SPAN t N
U I SIDE TO
INSI➢EO.H.
T36'
VALOF
MA% IN FRONT L 25%
PANEL WIDTH a SI➢ES
02' MAX AT S]OES)
ENGINEER OF RECORD TO PROVIDEFOR ROOF CONNECTIONS LADD
SUPPORTING STRUCTURE DETAIL BY
THIS OR ANY OTHER ENGINEER.
EPS ROOF PANEL/ SPAN DESCRIPTION
DO KIN
& ASSOCIATES, I
CCNSULTIN
STRUCTURA
ENGINEER:
PO BOX 10039
Tampa, FL 33679
Tet(813)857.9955
ISSUED FORPROD
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