HomeMy WebLinkAboutREVISION - BUILDING PERMIT�l
OFFICE USE ONLY:
DATE FILED: a al9�C PERMIT #: /6 30'
REVISION FEE: RECEIPT#:- 37U„(d)
ST. LUCIE COUNTY
SCANNED
DEPARTMENT OF COMMUNITY DEVELOBY
A o $t�IICI2coU*
BUILDING & ZONING
2300 VIRGINIA AVENUE
FORT PIERCE, FLORIDA 3498,
772-462-1553
APPLICATION FOR BUILDING PERMIT
PROJECT INFORMATION
1. LOCATION/SITE
2. DETAILED DESCRIPTIONS OF PROJECT
REVISIONS: L
3. CONTRACTOR INFORMATION:
ST. OF FL REG/CERT #: eloeQ5
BUSINESS NAME:
QUALIFIERS NAME: 5 fl/iY/i
ADDRESS: z//D 5A4
CITY: /-- T'. /151/
PHONE (DAYTIME): 7 %c�z — Off-
4. ARCHIT/ENGINEER:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
12/19/02
COUNTY CERT #: / g/ O y
# ZZ9 — 5/a
ATE ZIP:
Sr,C
Building
Receipt
Code Compliance Division
2300 Virginia Avenue
Ft Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1148
Date: 20 February 2006
Receipt #:
0000033660
Job Address: 9116 SHORT CHIP Cir
Permit Number.
SLC- 0503-1638
Received By: humphreya
Amount;
$25.00
Paid With: CK
Credit Card Number.
Check Number:
50040
Paid By: A & G CONCRETE POOLS INC
Sign:
:i.=...Cw`.3•.�_-r:..vc.✓+..�.'�.a:�-:maC`ra'.r';,."�Y�:=.S "' D�O� � /6 �./ V
�--
BOUNDARY SURVEY
CENTERLINE I jgl&. _. 2QQC Local Description
P.C.P./P.C. I 1/ Lot 60 BLOCK D of LAKES AT PGA VILLAGE, per the plat thereof, as
W/ PK N & D - " recorded In Map Book 43. pages 32, 32A through 32F of the Public
LB# 7143 % ; I sz /��.. mfii Records of St. Lucie County, Florida.
Survey Notes:
R-4765.00' — --- -------
L-153.32' - - 1. 'NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
b 1'50'37' I OF, A FLORIDA LICENSED SURVEYOR AND MAPPER-.
N(C) I I 10' U.E. LOT 61 P• BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 60 BLOCK D I BLOCK D' THE LAKES AT PGA VILLAGE AS RECORDED PLAT BOOK 43, PAGES
LAKES AT P.G.A. VILLAGE 32, 32A THROUGH 32F OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY
PLAT BOOK 43 I FLORIDA AS BEING S 8811.24- E (PER THE PLAT THEREOF)
PGS. 32, 32A-F
3. THE 'LEGAL DESCRIPTION' HEREON WAS PREPARED BY THE SURVEYOR
R-4765.00' 1 PER THE CLIENTS REQUEST.
L-'07'50' 20.00 CO T S 88'11'24" E 130.00' (P)(M) (N.R.) 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT
C-426.55 ') S 88'09'12�E CO
CB-NO2'34'08'E (C) AILBOX OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING
(P) I 2' THISEASMENTS. RIGHTS -OF -WAY, SURVEYOREXCEPT AS NOTED/OR OWNERSHIP WERE FURNISHED TO
SCALE: 1'-20' 2' V SO
0.7'�
GUTTER COLUMN 7. 5. ELEVATIONS BASED ON SITE BENCHMARKS PROVIDED S BUILDER AS
27.0' SET I.R. &CAP SET BY OTHERS AS SHOWN ON W Z WALKWAY c ` 2' SQ W/ LBg7143 ELEVATIONS SHOWN HEREON WITH APPROVED
ANO (�'EDARE ENGINEERING
PERLTS. 6.
COLUMN(S) (TYPICAL FOR CONSTRUCTION PLANS PREPARED BY OTHERS AND FURNISHED BY THE
UJ F R-4765.0 ' I io COVERED ALL CORNERS) CLIENT.
U L=51.55' COVERED
7 ENTRY r CONIC.
A-0'3711 CO ry LOT 60 PATO, R=4915.00' 7. NO UNDERGROUND INSTALLATIONS OR VISIBLE IMPROVEMENTS ON SITE
y (G) - OR BEYOND PROPERTY LINES HAVE BEEN LOCATED EXCEPT THOSE SHOWN
U O - 27.9' RESIDENCE# 9116 x g L=53.31 HEREON.
Q. 0 160' 1 STORY C.B.S. 27.8' O A=0'37'17w e. BUILDING TIES SHOWN HEREON ESTABLISHED ON THE FINISHED
x BRICK II PAVER PROPOSED F.F. = 28.10' 16.0' TIE C (TI
FOUNDATION AND EXCLUDE EXTERIOR STUCCO AND BRICK BEYOND E
C I DRIVEWAY N F.F. - 28.74' SCREENED J P)(M) FOUNDATION.
U j I GONG. m 9. PROPOSED FINISHED FLOORS ARE PER ENGINEERING PLANS PROVIDED
.. PATIO AREA COMMON AREA BY LBFH INC. AND DATED 04/28/04,
7�y 2W/ POOL PLAB BOOK CT C43 10. THE PLATTED LOT DIMENSIONS DO NOT PROVIDE A CLOSED LOT AND
Al ) TIE IE 82.1' PLAT
32. 32A-F ARE PENDING A WRITTEN PUBLIC NOTIFICATION AND/OR REVISION TO BE
0 2p,pp I. F 3.5'x3.5' 26,9' RECORDED IN THE PUBLIC RECORDS. THE CALCULATED DISTANCES SHOWN
CONC. pqp 3'x8' POOL EQ.HEREON WERE DERIVED FROM THE FURNISHED PLOT PLAN FOR LOT 60 OF
1 S 87 (� 1' E O CONC. DAD0 S.
�� THE LAKES AT PGA VILLAGE AS RECORDED PLAT BOOK 43, PAGES 32, 32A
v' TRAN S 87'30'21• E THROUGH 32F OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA,
�R=4785.00 130.00' (P)(M) (DlA) PREPARED BY LBFH.
R-4765.00'
51.76' (M) SGANNM
RESIDENCE ADDRESS : 9116 Short Chip Circle ��
L=221.82' L=52.I (P) LOT 59 INTERNAL BUILDING SETBACKS: 0=2(40'02'-O'37'11M (M) LAKES AT P.G.A.BLO.VILLAGE (SIDE LOAD GARAGE)
FRONT- 20' /o iy�'
CENTERLINE I 0'37'22w (P) PLAT BOOK 43 I FRONT- 25 (FRONT LOAD GARAGE) St. LudeCOU71ty
P.C.P./P.I. PGS. 32, 32A-F -Sy_ REAR- 15'
REAR- 3' (WITH PATIO/POOL DECK/ SCREEN)
W/ PK N & D I SIDE- 6'
LB8 7143 LOT GRADING TYPE 'A'
L/J PROPOSED F.F. = 28
F.F. - 28.74'
HIGH POINT OF ROAD-
26.05' Atil.. T111 RI77/r 1«
MODEL 'FAIRVIEW' R!
. � Surveyor's C,riffcat/vn:` .�`<l
✓�'I%r�L.c�t/ I hereby certify that the attcrhj-4 95UND�ARY: SURF-Y of, Lhg
hereon -described property is Lvt-+JrtE g:rte'et to'L1e .bast.
Certified TO: knowledge, Information rind beliof,;4 Pzryar E, under mJ)dtieeflori.on
Jcnuary 17, 2006. 1 further ce fyythaCilils CDGUy(ii1RYeSURVcy';-
meets the minimum technical c1tcin z--set dLrth in: rulfJ6lg '-B;of
Arthur Rltaeco the Florida Administrative Cod
Abbreviation Legend : - -- Ticor Title Company D/B/A �� F cs `T
-SYMBOLS SHOWN HEREON ARE NOT TO SCALE Chelsea Title Company
1 Ralph A.49leto. P.S.M. i •J \�'
P.C. - POINT OF CURVATURE N.R. - NON -RADIAL U.E. - UTUTY EASEMENT C.L.F. - CHAIN LINK FENCE EJ.B. - ELECTRIC Professional Surveyor and Ma er"' �� • - '� ?T .,yyL
D.E. -DRAINAGE EASEMENT W.F. -WOOD FENCE JUNCTION BOX Chelsea Filch OS-1633V FloridaRegistration No. 6025pp P.R.C. - POINT OF REVERSE CURVATURE RAD. - RADIAL e9
P.C.C. - POINT OF COMPOUND CURVATURE R. - RADIUS D/U - DRAINAGE AND UTIUTY EASEMENT C & G - CURB & GUTTER SO. FT. - SQUARE FEET
P.T. - POINT OF TANGENCY I. - ARC LENGTH F.F. - FINISHED FLOOR CAN - CABLE TELEVISION RISER W.M. - WATER METER Engineers `• REWS/ON"
P.I. - POINT OF INTERSECTION A - DELTA BSL - BUILDING SETBACK LINE T - TELEPHONE RISER F,y, - FIRE HYDRANT Planners
P.C.P. - PERMANENT CONTROL POINT R.P. - RADIUS POINT C.B.S. - CONCRETE BLOCK STRUCTURE TRANS - TRANSFORMER PAD N.& D - NAIL AND DISC
P.O.L. - POINT ON LINE R/W - RIGHT-OF-WAY (P) - PLAT: PLANNED LP. - LIGHT POLE B.N. - BENCH MARK Landscape Architects RNAL SFJRWY JTF 1/19/09
P.R.N. - PERMANENT REFERENCE MONUMENT 4. - CENTER UNE (M) - MEASURED P.P. - POWER POLE PINT. - PAVEMENT
C.B. - CHORD BEARING (C) -CALCULATED NC - NATIRAL GROUND F.B. -FIELD BOOK .Surveyors A�BUILr SURVEY JTF 5/01/05
EL - ELEVATION
C.M. -CONCRETE MONUMENT M.H. - MANHOLE
P.B. -PLAT BOOK A/C -AIR CONDITIONER (E) -ENGINEERING PLAN I.C.V. - IRRIGATION CONTROL O#StfTLCttonMang ement
g STAKE OUT JA 4/i6/05
TOP' -TYPICAL
(A) - ACTUAL C.O. - CLEANOUT FIND - FOUND w w w c p h e n g i n e e IT inCONC. -CONCRETE (c o
Pg. - PAGE N � R�) -VION-RADIAL S/W - SIDEWALK RED - RECOVERED 500 Wsstpultim Street, Sanford, FL 32771 P.O. Box 2808, Sanford, FL 32772-2808
PLOT PLAN JTF 1/26/05
Phone: 407,322.6841 Far 407,330.0639 certt'fcate oiFAuthorization No. 7143
CENTERUNE
P.C.P.
I
P.T.
•1
R-4765.00'
L-153.32'
&1'50'37"
N
I 2' VALLEY r
GUTTER I
R-4765.00'
J
.fib
L-426.69'
20.00'
A-5'07'50"
S 88109'12" E
Cm426.55
(C)
CB-N021IV06"E
SCALE: 1"-20'
(P
Wo
J
'
F
U
I R-4765.
L=51.55
n
"
N&037'1
z
O
(G)
T4"
y0I
UZ
7
1 v
O
I
O
20.0 '
S 67'32'01" E
�g
...
� (u zs
Rm4765.00'
82'
0=2'402.4d'02" I
�I
I
CENI RUNE
P.C.P.
I
P.T.
Abbreviation Legend:
• SYMBOLS DRAWN HEREON ARE NO TO SCALE
P.C. - POINT OF CURVATURE
Pg. - PAGE
P.R.C. - POINT OF REVERSE CURVATURE
N.R. - NON -RADIAL
P.C.C. - POINT OF COMPOUND CURVATURE
RAD. - RADIAL
P.T. - POINT OF TANGENCY
R. - RADIUS
P.I. - POINT OF INTERSECTION
L - ARC LENGTH
P.C.P. - PERMANENT CONTROL
P.O.L. - POINT ON LINE
POINT
R.P. - RADIUS POINT
P.R.M. - PERMANENT REFERENCE MONUMENT
R/W - RIGHT-OF-WAY
C.B. - CHORD BEARING
rL - CENTER LINE
C.M. - CONCRETE MONUMENT
EL - ELEVATION
P.B. - PLAT BOOK
A/C - AIR CONDITIONER
10' U.E. LOT 61
BLOCK D
LAKES AT P.G.A. VILLAGE
PLAT BOOK 43
PGS. 32, 32A-F
L S 88011'24" E
PROPOSED
\ S 87030'21" E
'I R=4785.00'
IL=51.76' (C)
L=52.01 (P)
�0'37'11" (C)
0'37'22" (P)
PROPOSED
130.00' (P)
LOT 60
PROPOSED RESIDENCE
PROPOSED F.F. a 28.10
LOT 59
BLOCK D
LAKES AT P.G.A. VILLAGE
PLAT BOOK 43
PGS. 32, 32A-F
TYP. - TYPICAL
U.E. - UTILITY EASEMENT
D.E. - DRAINAGE EASEMENT
D/U - DRAINAGE AND UTILITY EASEMENT
F.F. - FINISHED FLOOR
BSL - BUILDING SETBACK LINE
C.B.S. - CONCRETE BLOCK STRUCTURE
(P) - PLAT
(M) - MEASURED
(C) - CALCULATED
(E) - ENGINEERING PLAN
(A) - ACTUAL
130.00' (P) (N.R.)
CONC.
- CONCRETE
E.J.B.
- ELECTRIC
C.L.F.
- CHAIN LINK FENCE
JUNCTION Box
W.F.
- WOOD FENCE
So. FT.'-
SQUARE FEET
C & G
- CURB & GUTTER
W.M.
- WATER METER
CAN
- CABLE TELEVISION RISER
F.H.
- FIRE HYDRANT
T -TELEPHONE
RISER
N & 0
- NAIL AND DISC
TRANS
- TRANSFORMER PAD
B.M.
- BENCH MARK
LP.
- UGHT POLE
PVMT.
- PAVEMENT
P.P.
- POWER POLE
F.B.
- FIELD BOOK
NG
- NATURAL GROUND
M.H.
- MANHOLE
I.C.V.
- IRRIGATION CONTROL
FND
- FOUND
C.O. - CLEANOUT
REC
- RECOVERED
3
T
rZ
0
SKETCH OF DESCRIPAON
Leval DescriMlon
Lot 60 BLOCK D of LAKES AT PGA VILLAGE as recorded In Map Book 43.
pages 32, 32A through 32F of the Public Records of St. Lucie County,
Florida.
Survey Notes;
I. "NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA UCENSED SURVEYOR AND MAPPER".
2. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 60
BLOCK D THE LAKES AT PGA VILLAGE AS RECORDED PLAT BOOK 43, PAGES
32, 32A THROUGH 32F OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY
FLORIDA AS BEING S 88'11'24" E (PER THE PLAT THEREOF).
3. THE "LEGAL DESCRIPTION" HEREON WAS PREPARED BY THE SURVEYOR
PER THE CLIENTS REQUEST.
4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT
EY
OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING
9
EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED TO
THIS SURVEYOR EXCEPT AS NOTED.
S. ELEVATIONS BASED ON SITE BENCHMARKS PROVIDED BY BUILDER AS
SET BY OTHERS AS SHOWN ON APPROVED ON ENGINEERING AS-BUILTS.
6. ELEVATIONS SHOWN HEREON WITH A "(E)" ARE PROPOSED PER
CONSTRUCTION PLANS PREPARED BY OTHERS AND FURNISHED BY THE
CLIENT. '
F,
7. NO UNDERGROUND INSTALLATIONS OR VISIBLE IMPROVEMENTS ON SITE
OR BEYOND PROPERTY LINES HAVE BEEN LOCATED EXCEPT THOSE SHOWN
HEREON.
O
7. NO UNDERGROUND INSTALLATIONS OR VISIBLE IMPROVEMENTS ON SITE
R=4915.00r
OR BEYOND PROPERTY LINES HAVE BEEN LOCATED EXCEPT THOSE SHOWN
L=53.31'
HEREON.
B. THE DIMENSIONSD LOT PROVIDE D
LTTO
A=0"37'17"
WRITTEN PUBLIC NOTIFICATIONAND/OR REVISIO BEOT
ARE PENDING AE
RECORDED IN THE PUBLIC RECORDS. THE CALCULATED DISTANCES SHOWN
(P)
HEREON WERE DERIVED FROM THE FURNISHED PLOT PLAN FOR LOT 60 OF
THE LAKES AT PGA VILLAGE AS RECORDED PLAT BOOK 43, PAGES 32. 32A
THROUGH 32F OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
COMMON AREA
PREPARED BY LAWSON NOBLE & WEBB, JOB NO. B669 AND DATED 9/16/03
TRACT 'C'
'AS FURNISHED BY CLIENT
PLAT BOOK 43
'P= A 32A—F
Building Setbacks:
" ryrt;l
(ALL SETBACKS ARE STANDARD AND SUBJECT TO CHANGES
PROVIDED BY BUILDER)
FRONT= 20' (SIDE LOAD GARAGE)
FRONT= 25' (FRONT LOAD GARAGE)
(EXCEPT PREAPPROVED LOTS DETERMINED BY BUILDER)
REAR= 15'
REAR- 3' (WITH PATIO/POOL DECK/ SCREEN)
SIDE= 6'
MODEL: "FAIRVIEW "
LOT GRADING TYPE: "A" SCANNED
1
yTi�7l1Yt�ULS
Certified To:
�9 fl may,
KOLTER HOMES S4"LudeC®u b/
surer ei's Certification:
I hereby certify that the attached "SKETCH OF DESCRIPTION" of the
hereon -described property Is true and correct to the beat of my
knowledge" Information and belief ae reparad under my direction on
January 26, 2005. 1 further certify a this "SKETCH OF DESCRIPTION"
meats the minimum technical et dard set forth In rule 61g17-6 of the
Florida minlstro Va ode.
Ralph A. Hato; P.S.M. C
Professional Surveyor and Mapper
Florida Registration No. 6025
Engineers
Planners
C Landscape Architects
Surveyors
Construction Management
w w w. c p h e n g i n e e r s. c o m
WestFultm Street Sanford, FL 32771 P.O. Box 2808, Sarrfxrd, FL 32772-2808
Phone:407.322.6841 Faz:407.330.0639 -
1 FINAL SURVEY I I
AS —BUILT SURVE
STAKE OUT
PLOT PLAN m; I/z6/05
Csrnftcate of Authorization No. 7143