HomeMy WebLinkAboutBOUNDARY SURVEYLEGAL DESCRIPTION:
Lot 114 In Block 1 of
BLEAKER PINES
according to the plot the,
as recorded in Plat Book 2
pages 14. 14A through 14B
of the Public Records of
St. Lucie County, Florida.
ABBREVIATIONS:
SURVEYORS NOTES:
SET - Set 6/8' iron rebar ilh
yelloft cap marked 'PSY 551 '
1. Unless other ise noted and lolled easements
* y P
FD=round 5/8' iron Reba,
ore sho*n hereon.
F.F.E.-Finished Floor Eleyollo
2. No underground utilities or improvements tare
a-= Over Read Wires
located unless olhet*ise sho*n.
X—XX-- Chain Link Fence
3. This site lies *Rhin Flood Insurance Rate Mal
R.O.W. - Right of Way
ri ran Panel X Yopj12IIICD280J Dated 2/15/12
5LFIYood Fence
PL Tronslarmer Pad
4. Flood Zone sho*n hereon Is on interpretation
PL=Volue as plaited
by the surveyor and is provided as o courtesy
The Ilood zone should be verified b
R = Radius al curve
L = Length of curve
a
determination agency. y
k= Della of Curve
she9 5. Bearings hereon are based on the Center
LEAS. = 41easured
line of Brontnle Circle as befog S00'00'26'E
CONC. = Concrete
C.P.= Concrete
according to the Plat described hereon.
Pad
®= Water I,Ieter
6. P.U.D.E. denotes Public Utilities and Drafting
®®= Potcr Pole
lily Bo:
Easenenl.
7. All Lot dimensions sh* are per plat unless
. Wcl1
9e1,
olherl}ise sho*n.
:rAm
LOT 113 BLOCK 1
S 89,69,35" W 100.00'
i STORY FRAVE
Mitt;;
N8573'38"W 100, 72'
LOT 115 BLOCK 1
6852 Bronte Circle
Corti I ied to: Carl P. Mighl, Jr.
sChni-=3o•
Atlantic Land Designs
KRlle Company LLC
Chicago Title Insuronce Co.
DAlE:3 •1 15
/ /
of the treasure Coast. LBT468
is
. h1C�JC
76i Jaeee Beech Otya, hmee atech. n 3197
Ma9ing Address:
1 hereby cerlily that the survey .Mdn hereon is Irve and mrrecl
one is Oesed en ecloel aareur "vents lolen In Inc field. this
P.O. Box 1421 Jensen Beach, FL 34958
ryq eeels the Vint— Tahetcel standards of chapter 63-1y „
deride
2015-0123
ALOSS43Q9m811.e0m (772)3904290
od"InisiretI a code.
DATE:
REVISIONS
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LAST FIELD DATE:3/3/15
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ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
I L/120
I L/lB0
L/240
a
t61J
IS)6
1'.,Aa
1..10
zJ
u..
ua
luz
la]5
]0
10 )B
IaJB
9A1
6 0
4J
SD
922
0.1)
922
BJ)
6W
aT9
Z85
61
)AO
6J9
490
)0
681
.31
-
4' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/BO
I L/120
I L/I80
L/240
1]
19A0
l9Al
1]J)
16!]
2J
1>tl
1l01
I501
1195
])
.]
1 J
10.9)
1 0
10.9)
1230
10.9:
IIJB
B8D
!0
9.92
9.92
9..4
622
60
9.1]
9.IJ
131
]0
B32
B32
_0
10)
B]
BAE
0A2
3b.
-
6' x 0.024 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX, ALLOWABLE SPAN (FT)
L/BO I
L/120 I L/IBO
I L/240
u
z]DD
ztz. LL47 I
EM5
v
sees Itlos
Ise 1v]
lean
uu
0la]..4
1
Ito
121e 1L10
60
)0
11J)
10.41
1L1i ILI]
10.N 11]0
0.1l
193
BJ
985
98! B..]
aA>
3' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/BO
I L/120
I L/I80
I L/240
IL
17.!0
WAO
IQ91
ra.94
20
16b.
IS%
I.A6
1-
14A6
1121
BJ6
.0
40
CIA,
1L14
BS6
50
1u22e
10.26
S51
0.16
60
BJ6
2b6
70
2) 927
BO
4' x 0.032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN 6T)
I
L/BO
I L/120
I L/180
I L/240
10
2a51
19b1
20.50
1
1 1-
]0
131i
A9
48)
122.
50
IQ]2
a20
IS)4
1}99
122.
9b2
a)1
]2!
60
1J8.
12N
)AO
L)5
JO
12.0
11.9
.AB
BO 10.9a B.J4 L)5
6' x 0.032 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAIL A' LOVABLE SPAN (FT)
L/BD
L/12o
L/I80
I L/240
a
zaJ
z.Ao
wAJ
es-
20
2]J.
'2]21
21b2
]0
2L0
21b]
19A2
1]A'
I-'
.D
zD es
zaAG
n.o2
uez
I
19b2
10.)
1.82
10.62
60
IBJB
1009
1222
)Ai.
i0
BO
1)1.
IS91
ISJe
1}]z
982
)..2
.22
IA21
3' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/BO
T L/t20
L/180
I L/240
1]
19]l
10.93
IOJI
1TL6
2J
Itlll
N.66
16J6
15A6
]1
1680
16]6
14.41
12.46
4)
IS.9
ISAL
IL.4
985
50
60
14JB
I28!
Il.J6
-1
)
BS116
)2681
.
)0
111'
b2
2AJ
B)
I026
1.2
980
.b]
-
4' x 0.024 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/IBg
I L/240
I]
2a
2L91
2L9>
a]l
2Ll2
198n
219)
1B )n
11
19 J
1821
1655
!0
1-
I.IJ,
SBJ6
1)Jn
16A3
1.89
I.J.
12.11
60
IS96
IS96
1]2.
9.9J
JJ
INS
.
1..15
-
).)2
B)
1.a
1)35
9.9]
351
6' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOVABLE SPAN (FT)
L/80
L/120
I L/180
I L/240
ID
20.9J
ia91
2J8B
2]60
2J
2]20
2J2a
20.3 1
za16
]]
2L4]
2L.7
2LIB 1
J
.0
L]S
21J !
21JJ
20
tDW
50
21A2
21A2
20.9
1-16!
20.29
20.29
19.5.
11.94
iJ
193)
193J
10.)9
1601
1BB4
GrNrRAL NOTES
I. Composite pancls.1.11 be anslncted using type 303-11154 Dlumimmm fueings, I or 2 I'CF ASTNI C-578 arpcnter bound FPS
adlxte to aluminum facings with Ashland Chemical 20200 ISO grip. Fobriation to be by Elite panel products only in
accordance with appmvcd fabrication mahods.
'. Flim morlmnels resinLdn a Ul. 1715 But) claus'0'(ap rating and arc NER-501 approved.
3. This Neifiatiun hasbeendesigned and .lull be fatxiamed in asunlance vith We req.henemsorlhe riuida luilding Clxle
Ss Glition (FUC), Composite panels comply with Chapter 7 Section 720. Chapter S Section 803. Class A interior finish, and
Chapter 26 Section 2603. All local building code amendllamz shall be adhered to os required.
4. The de,'IS-shall determine by Ampted engineering pmnke the allounble loads for site speiftc load Conditions(including
load eornbirathuts) Wing Ile data from the allowable bads cables and spans in this approval.
5. DcBeedon limits and allowable spans have hen listed to meet FBC including the HVH'L In IIV] (L this produr Meill be used
in a metu-"not to be Considered living areas per Section 1616 unless Impact resistance 1. accordJncc to the 1IV117-
requi-,ts are met.
6. Safety fxtorof2.0 has been case l•develop allowable loads and spans fmm testing in accordance to the Guidelines for
Aluminum Struetures Not I and mnfom s to the FBC Chapter 16 And 20.
7, Testing has burrs condllctLd in accordance to ASTS1 E72-051 Strength Test of ilanels for Building Commission.
F. Referv..test reports! IIF11.05.1988,111311-06.2104. IIE11.0( 2066,111,rI.06.2105,111%FI-06.2067. I I1:11-05-10112,IIFT1-
06.2107,IIC-fl-05.1987. IIETI.06.2069,IIM-06.2070, IIETI-06-2071. IIETI.03.1994. IIETE-03.1991.11CT1-06.2072.
HET1-06.2073, HITI-O&2074. IICTI-05-1996, HETI.03.1999, 11M-05.1993. I IFTI-OS. 1985, 11ETI-03.1993, 11f:T1-OS-
1990,11ET1-05.1997,1OTI-05.2037,IIL•TI.052029, IIB11.05.2039, 1IITI-05.2030,111.Fl-05.204I.I1L•-11.05.2018.IIETI-
OS2036,)IETI-05-'-0i1.1IED-05.2038, IIE11.05.2065, 1iCri-05.2040. I IL•TI.OS-2042.
9. Limn interpolation shall be allowed for figures within the tables shown.
ID. Panels with fan bants.sh all be considered equivalent to similar pawls without fan bam t. Ddsign Froressionals may include
the smroslh.'abe t ham to -Cud sh.- five- 4. non °fsil-mific Creireedne.
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSh1
MAX. ALLOWABLE SPAN (FT)
L/80
I L/120 I L/180
L/240
ID
Zan
20A] 191
I-I
20
19A2
IB81 A.
16.]5
)0
It-
1 .!B IS ]
1]09
.0
168J
-5 Ise,
IL43
59
111.
eiu2 12d
8.91
1246 sag
6b2
]0
80
-512b6
IL.4
J6
IL4] 652
.A6
Ib0
4' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/BD
I L/120
I L/180
I L/240
10
2U>
L.J]
E4.17
21J7
20
Ja
2Jb.
2L57
2Jb4
2L3I
2141
2L50
2J.n
,
2131
2131
2aJ9
1 0.91
50
2L45
2}.5
IBBB
1681
9]9
ITJ)
70
DO
14]]
I)26
ID l
1J26
IS96
I.JS
1239
10..9
6' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/BO
L/120
L/180
L/240
10
24W
NAD
z.0]
2J.B4
2}65
E]b!
2]J4
228.
a0
2L94
e-I
2239
2105
.0
2223
222]
2L25
2a.85
50
.133
zl.]]
e"F
1986
60
2402
20.92
20.]6
10.8)
BO
2a11
19..0
2D Il
19..0
19b1
IB8]
ITAJ
1688
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ROOF PANEL/ SPAN DESCRIPTION SKEET I OF 1