HomeMy WebLinkAboutSUBMITTED PAPERSusE c9 l � �0 / C
DATE FILED O
PLAN REVIEW FEE: _ RECEIPT NO.: PERMIT NUMBER: r
CONCURRENCY FEE: _ _ RECEIPT NO.: CERT. CAP. NO.:
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
J �E C0U
N St. Lucie County Building and Zoning _
• 2300 Virginia Avenue
`t10R14p Ft. Pierce, FL 34982-5652
0 J ' ^ � �j_I] 772-462-1553 � f/y 4r, � � i, .� s
U 01
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION 4ee m,4
V4pnje/'
1. LOCATION/SITE ADDRESS: 90H azz)k /
2. PROJECT NAME: �� P-s�/ SITE PLAN NAME:
3. PROPERTY TAX ID #:
4. LEGAL DESCRIPTION (attach extra sheets if necessary): LOT 323 of 7rf' Gyn� 'Pso 6� n
A ny amply I Lu /-w c:t lii I:/ -- rl IYOZZ' cy`s! I-u :.v
Co
5. PLAT BOOK 6. PAGE NO. 7. BLOCK NO. 8. LOT NO.
9. PARCEL SIZE (ACRES/SQ FT.): a l6o LOT DIMENSIONS: 30 k 7 L
10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WQRK ACTIVITY: i
P �
11. SETBACKS (ACTUAL) FRONT:_ BACK: R--_ RIGHT SIDE: LEFT SIDE:
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
()(j NEW CONSTRUCTION (] EXPANSION/ADDITION [ ] INTERIOR RENOVATION
(xj RESIDENTIAL [ ] COMMERCIAL ] INDUSTRIAL
(�(] OTHER (SPECIFY) A;PW CA) 6elIA .4 ✓YIDDazhit X�^4
13, DESCRIPTION OF PROPOSED USE:
14. S Q. FT OF CONSTRUCTION: l/ q�4 15. SF. FT I st FLOOR:7-
16. VALUE OF CONSTRUCTION: $
9Sclo o_
The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a
RECORDED Notice of Commencement must be submitted with this application. SCANNED
SLCCDV Form No.: 001-02 BY
St. Lucie County
OWNER INFORMATION
NAME
ADDRE;
CITY: �(/'�/ /�/�PI?l STATE: /`l ZIP: S yYIF 7
PHONE (DAYTIME): (J-07J q,,6 3- CDs Email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY:
PHONE (DAYTIME): (_)
CONTRACTOR INFORMATION
STATE: ZIP:
ST. of FL REG.CERT #: Ge Osl fZ �C8 ST. LUCIE COUNTY CERT #:
BUSINESS NAME:. �'�C fRn,�it� eOit/S1;PL/Cr1,0/1)
QUALIFIERS NAME: /)(JICA45�:
ADDRESS: //S, A54eL -s
CITY: AldileA)44612 STATE: r--L ZIP: r 3
PHONE (DAYTIME): (A .mil - /6 2. Z FAX NO. 863 - 9CEI li'(o.$-S Email: /N/�? d 868 Z-
ARCHIT/ENGINEER:
ADDRESS:
CITY
STATE:
ZIP:
PHONE (DAYTIME): (__)
BONDING COMPANY: G�// L �e4 `vl �.�-s ,,TitJsu2.4�uc 6 6 -3 -qv s/ - (X
ADDRESS: 1617 ROAD
CITY: /_i9&4 STATE: /�L ZIP: 33 /
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE: ZIP:
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification
it will be voided and returned to you by mail.
CERTIFICATION:
This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity,
if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all
work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits
may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such
structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE,
AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS
PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED
CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT
TO ATTACHMENT.
----------------------------------------------------------------------------------------------
----------------------------------------------------------------------------------------------
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance
with all applicable laws regulating construction and zoning.
OWNER OR CONTRACTOR SIGNATURE CONTRACTOR SIGNATURE
STATE OF FLORIDA '
COUNTY OF
The foregoing instrument was acknowledged before
me this day of l 20 ID
by s
w o is personally known has produced
identification.
Notary Pubk - SUN of Fbri
�Ca■�NolaaFxoirot Jul Wq
Car�Noios i 110 t63505
STATE OF FLORIDAQ
COUNTY OF QQ.Y
The foregoing instrument was acknowledged before
me thi�I day of , 20 /4 ,
by
who is personally known ✓ or has produced
s identification.
Signaturg of N
�Il ANN MARIE IEWER
Co j's' (f. Now Poft - SNN d
_ M Wee Jul Is.
CwnIIll " 8 00 SUM
�'T,���•;• 501��NdoirtlNlNY
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS.
For specific instructions see appropriate permit checklist.
OFFICE USE ONLY BP #:
SECTION
1 O
TOWNSHIP
L
RANGE
(1
MAP NO.
ZONING
LAND USE
]�.
LOT CVG %
TAZ NO.
FLOOD ZONE
e
FIRM MAP #
' 3 1
1" FLR ELV
MAX HGT
CONST TYPE
OCCUP TYPE
MAX OCCUP
# OF FLRS
I
WATER
SEWER
SPRINKLERS
STORMWATER
LOT OF REC
LOT OF REC
LOT SPLIT
LOT SPLIT
Before 111990
After 1/1990
REQUIRED
APPROVED
REPORT
HABITABLE
RADON
PERMIT
CODE
G
AREA
FEE
FEE
J
(RADON)
LIBRARY
PUBLIC BLD
PUBIC BLD
PARKS
IMPACT
IMPACT FEE
IMPACT
IMPACT
FEE
CORRECTION
FEE
FEE
GENERAL
SCHOOL
ROAD
CREDI
Y
N
LAW ENF
IMPACT
IMPACT
IMPACT
FEE
FEE
FEE
FIREIEMS
DRIVEWAY
N
DRIVEWAY
ADMINISTRATIVE
IMPACT
REQUI
FEE
VARIANCE FEE
FEE
_
SPECIFY
MEC C ROOF
NON -CONFORMING
MISCELLANEOUS
y/
SUBS
E C GAS
LOT OF RECORD
FEES
G�
REQUIRED
LUMBING
FEES
DATE SENT TO ADDRESSING:
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEA TURTLE MANGROVE
CO
REVIEW
REVIEW
REVIEW
DATE
bf ro:a to site 3NdUR
RECEIVED
DATE
COMPLETED
QC.ti
:.
?� o
INITIALS
11
COGy
\JL�E
ST. LUCIE COUNTY
BUILDING & ZONING
>.
2300 VIRGINIA AVENUE
F
FORT PIERCE. FL 34982-5652
�ORVOP
462-1553
FILLED LANDS AFFIDAVIT
I, the undersigned, am the owner of the following described property:
SOSi
(Tax ID/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number , I acknowledge that as
owner of the above described property, and in accordance with Section 7.04.01(D), St.
Lucie County Land Development Code, I shall be responsible for assuring adequate
drainage so that the immediate community WILL NOT be adversely affected. I further
acknowledge that in granting this permit for the development of this property, St. Lucie
County is neither obliged nor liable to provide for, or maintain in any form, adequate
drainage off my property which will not adversely affect the immediate community.
D
S e 2g �h s�-v % ✓t
Property Owner Name Prope y Owner ature Date
STATE OF FLORIDA, COUNTY OF
ACKN LEDGE BEFORE ME THIS DAY OF _ 20 Z
BY WHO IS PL ALLY KNOWN TO ME OR WHO HAS PRODUCED
AS IDENTIFICATION.
SIGNATURE OF NOTARY �
(SEAL)
NOTARY PUBLIC TITLE COMMISSION NUM
Property Appraiser - St.Lucie C—rity, FL
Page 1 of 1
Berverly Chesanek Record: 1 of 1
Property Identification
Site Address: 808 OSPREY CT
Sec/Town/Range 10:34S:40E
Map ID: 14/10S
Zoning:
Ownership and Mailing
Owner: Berverly Chesanek
Address: 808 Osprey Court
Fort Pierce FL 34949
PROPERTY RECORD CARD
«Prey Next »
Spec.Assmnt Taxes
Exemptions Permits Home Print
,\\,t CIECO
ParcellD:
Account #:
1410-502-0343-000-9
6939
Land Use:
MobHome-Coop
City/Cnty:
St Lucie County
Legal Description
OCEAN RESORTS COOPERATIVE SITE 343
Sales Information Assessment 2009 Final Total Land and Building
Date Price Code Deed Book/Page 2009 Final: 93800 Land Value: 80000 Acres: 34.14
1/1/1900 0 / Assessed 93800 Building Value: 13800
Ag.Credit 0 Finished Area 408 SgFt
Exempt: 75500
Taxable: 18300
Taxes: 839.8
BUILDING INFORMATION
a
� o
tt
Exterior Features
View: RoofCover: - RoofStruct: -
ExtType: BKMB - PARK MODEL YearBlt: 1986 Frame: -
Grade: PM - PARK MODEL EffYrBlt 1986 PnmeWall: -
StoryHght: 0010 - 1 Story No.Units: 1 SecWall: -
Interior Features
BedRooms: 0 Electric: - PrmintWall. -
FullBath 0 HeatType: FHA - FrcdHotAir AvgHUFI: STD
1/26ath: 0 HeatFuel: ELEC - Electric Prm.Flors: -
%A/C 100 %Heated: 100 %Sprinkled: 0
Special Features and Yard Items Land Information
Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth
TROP - TRV OP PORCH S 1 40 AV AV 1986 1 0205-MobHome-Coop 155 -Site 1
DEK1 - TRV DECK S 1 312 AV AV 1986
TSRG - TRV SSR GD S 1 282 AV AV 1986
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME SUBJECT TO CHANGE AND IS NOT WARRANTED.
A E 17
14 & / 511
http://www.paslc.org/prc.asp?prclid=141050203430009 1 1/21/2010
Annrnvnrl h„
LEGAL DESCRIPTION:
LOT 343 OF THE "OCEAN RESORTS CO-OP" DEVELOPMENT, LYING
WITHIN PART OF SECTION 10 AND 11 OF TOWNSHIP 34 SOUTH,
RANGE 40 EAST OF ST. LUCIE COUNTY, FLORIDA.
, SETBACK REQ,
SID S .
CN SI
I NDI AN RIVER LAGOON
FOUND DRILL HOLE NO ID. existing
IN CENTER OF SEAWALL seawall
N 88'56'23" E 30.84' cap
existing I ,
wood deck
a�
SETBACKS I I j
J
FROM ROAD - 10.0 EET ca existin. I 9 .
FROM LEFT - 8.0 FElET concrete u
FROM RIGHT - 0.0 FEET in
BETWEEN BULDINGS 1 8.0 FEET o
LOT
scale: 1" = 30'
FDPKT
NO ID.
-F� 344 0
o(vacant) .
8.00'b1
setback..
v 30.03'
21'f wide S89'17'35"W
pavement O 00 S P R E Y
Ann
LEGEND
SRC
SET 1/2" DIA X 18"L. REBAR / CAP
STAMPED "CARTER ASSOCIATES"
TELEPHONE RISER
SANITARY SEWER CLEAN OUT
co
ELECTRICAL METER
C
WATER SERVICE
conc.
CONCRETE
EXISTING VERTICAL ELEVATION
+5•7-5
sbl
SETBACK LIMITS FOR STRUCTURE
exist.
EXISTING
struct.
STRUCTURE
It.
LEFT
rt.
RIGHT
T.B.M.
TEMPORARY BENCHMARK
FDRC
FOUND REBAR AND CAP AS NOTED
STAMPED AS NOTED
FDPKT
FOUND NAIL AND TAB
or
ZONE. "AE"
REFERENCE LINE ONLY (El.. 5.0)
APPROXIMATE NORTHERLY
BOUNDARY LINE OF "OCEAN N E
RESORTS CO-OP" - 652.32.35'(C)
N 88'54'09" E 30.03'
�o
2: SPKT "CARTER ASSOC."
a a
,p /--- IN CENTER OF SEAWALL /
LOT
343
z,
-o
0
0
a7 ° O 3
w
o
CL
C
O
b•
29.95' 30.01'
S89'17'35"W S89'17'35
COURT
- C
FDPKT NO ID. F o
TE TBM
existing
I
�-concrete
I o
0
existing fame
o
building
Ln
a
I
I
rn
LOT
342
con
(occupied) I
I
I o
v
O'bld I
setba egcistirlg
°•concrete
N
89'17'35" JE 180.00'(C)
-
1
29.97'
NORTH R.O.W. UNE
S89'17'35"W
OF OSPREY COURT
-FDPKT NO ID
SI-
EL.3.65 -
CCCL1988 SURVEYOR'S NOTES: south r.o.w. line of
STAMPED AS NOTED
-.- = DRAINAGE FLOW
SPKT SET NAIL AND TAB
(P) = PLAT DATA
STAMPED AS NOTED
(0) = OBSERVED DATA
E.O.P. EDGE OF PAVEMENT
(C) = CALCULATED DATA
0 DIAMETER
a/c = AIR CONDITIONER
Manager
1
F=-
ZONE "X"
(INSIDE 500 YR.FI
FDRC 5/8" DIA.-
"TALBOTT"
site data:
proposed concrete for residence:
1,141.36 s.f.
proposed concrete for parking area:
256.00 s.f. (data by others)
*total concrete: 1,397.36 s.f. 65.3%
*total lot area: 2,139.17 sq.ft. 100%
OSPREY COURT
1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING,
SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
RESERVATIONS, OWNERSHIP, ABANDONMENT'S, DEED RESTRICTIONS, ZONING REGULATIONS OR ADJOINING DEEDS. THIS SURVEY DOES NOT
INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERM;NATION.
3. NO FOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN FIELD LOCATED PER THIS SURVEY, UNLESS OTHERWISE NOTED.
4. SUBJECT PROPERTY APPEARS TO LIE IN FLOOD ZONE "AE" (EL. 5.0 NGVD'29) PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
INSURANCE RATE MAP NUMBER 1211100087G, COMMUNITY NUMBER 120285, PANEL NUMBER 0087, SUFFIX G. EFFECTIVE DATE NOVEMBER 4,
1992, MAP INDEX DATE AUGUST 19, 1991.
5. NO TITLE COMMITMENT OR ABSTRACT WAS FURNISHED TO THIS FIRM OR SURVEYOR.
6. THE GENERAL DESCRIPTION OF THE SUBJECT LOT SHOWN WAS DEVELOPED BY THE PROFESSIONAL SURVEYOR AND MAPPER BY THE
REQUEST OF THE CLIENT. NO RECORD LEGAL DESCRIPTION OF THE SUBJECT LOT WAS FURNISHED TO THIS SURVEYOR OR FIRM.
7. MUNICIPAL WATER AND SEWER IS AVAILABLE.
8. THE SURVEY FIELD WORK WAS COMPLETED OCTOBER 09, 2007. LOT LINES WERE ESTABLISHED BY THE USE OF EXISTING SKETCHES AND
STRUCTURE SETBACK GUIDELINES FURNISHED BY THE "OCEAN RESORT CO-OP" DEVELOPMENT AS PER OFFICIAL RECORDS BOOK 1787, PAGE
1564 AND 1564-A, ST. LUCIE COUNTY, FLORIDA.
9. BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED DATUM. THE SOUTH LINE OF THE OVERALL "OCEAN RESORT CO-OP" PARK,
BETWEEN MONUMENTED CORNERS IS ASSUMED TO BEAR S 89.18'10" W. ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
10. THE EXPECTED USE OF THE LAND, AS CLASSIFIED BY THE MINIMUM TECHNICAL STANDARDS (611317-6, F.A.C.) IS SUBDIVISION. THE
MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENTS AND CALCULATIONS OF THE
CLOSED GEOMETRIC FIGURE WERE FOUND TO MEET OR EXCEED THIS ACCURACY REQUIREMENT.
11. THIS SURVEY DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP.
12. ORIGINAL BENCHMARK: COASTAL CONTRUCTION CONTROL LINE 1988, ST. LUCIE COUNTY, BOOK 26, PG. 26-A THROUGH 261, PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA. NAD 1927 FLORIDA EAST ZONE, ADJUSTED ORTHOMETRIC HIEGHT, MONUMENT: 94-77-A-35
4�ELEVATION 12.32. (SEPTEMBER 15, 1988)
SITE TEMPORARY BENCHMARK: NAIL AND DISK IN PAVEMENT AT THE SOUTHWEST CORNER OF LOT 343 SHOWN HEREON. ELEVATION= 3.65
(C.C.C.L. 1988 DNR "A" MONUMENTS)
13, ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE COASTAL CONSTRUCTION CONTROL LINE 1988 DATUM.
4Q
5.0'
existing wood
deck
sbl
existing
seowoll
existing
deck
/
boundary line
setbock line
0•01'
22.00'
0.03'
8'
�o
W
m o J
"4
II to
rn fD
(�j
o 3
�y
1 0l
LOT
343 C
<"
LOT
o 342
"
C
00
CO
-
8.00'sbl
❑
e ❑
p
is
8,
0.01'
a °
22.00
0.01'
710.0'sbl
a o
\/
o
a prepp.
BUILDING DETAIL
SCALE: 1 " = 20'
CERTIFIED TO:
BEVERLY CHESNACK-
U . �a .�
17
F
IR CU CURESE, P.S.M. 1 SIGNATURE DATE
u REGISTRATION No.-:•765
ASSOCIATES, INC. L.B. 205
U
0
a
CARTER ASSOCIATES INC.
R3
CONSULTING ENGINEERS AND LAND SURVEYORS
0
1708 21ST STREET 772-562-4191 (TEL)
VERO BEACH, FLORIDA 32960-3472 772-562-7180 (FAX)
BOUNDARY & TOPOGRAPHIC SURVEY
o
z �
a
LOT 343 OF "OCEAN RESORTS CO-OP"
ST. LUCIE COUNTY, FLORIDA
o •a
�
Z 3
BEVERLY CHESNACK
CO
DATE
DWG BY
-1. SCALE
V. SCALE
NO.
SHEET 1 OF 1
10/30,107
DLC
�APP'DBY
FSC
N/A
jPROJ.
056
3 S-
DWG# 18439-A
MIN, SE
TBACK RE ,
FRONT
0'
4 SIDES
I
�
ONFISICES
REAR
ZNG.
I ,:ry
TECH.
AL DESCRIPTION:
343 OF THE "OCEAN RESORTS CO-OP" DEVELOPMENT, LYING ` `±atff"Lm~ '�" 3
N PART OF SECTION 10 AND 11 OF TOWNSHIP 34 SOUTH,,:'-
40 EAST OF ST. LUCIE COUNTY, FLORIDA. '
=T
I NDI AN RIVER LAGOON REFERENCE LINE ONLY Z (EL. 5 0)
APPROXIMATE NORTHERLY
BOUNDARY LINE OF "OCEAN
RESORTS CO-OP"
ZONE "X"
(INSIDE 500 YR.FL )
FDRC 5/8" DIA.
N 89'10'55" E "TALBOTT"
652.35'(C)
V 1
FOUND DRILL HOLE NO ID. existing N
88'54'09" E 30.03'
D
-D
IN CENTER OF SEAWALL seawall
N 88'56'23" E 30.84'
cap8
SPKT "CARTER
ASSOC."
�IN CENTER
OF SEAWALL /
O
existing
I
-
existing
N
D
wood deck
_
�� concrete)
100
SETBACKS:
J
LOT
343
existing f`
Do
m
-Tl
v
o
Z
buildingg
s
cn
FROM ROAD - 10.0 EET ifl existing
I
o 0
-
I
Fri
v
FROM LEFT - 8.0 FEFT �! concrete A
FROM RIGHT - 0.0 FEET
o J C5
`� CD
LOT
3 342
O
O
BETWEEN BUILDINGS 8.0 FEET z
t? I LOT
En A
�
(occupied) I
I
U,
0
N
OZ
z
OD (vacant) --
o
I
I
I�
scale: 1"
4�
= 30' m
h
ti+
m
alloo'wdg'
FDPKT I I tbo,* '
_
maa e4kistirig
NO ID.
�`
p 1 <concrete
r r N
89'17'35" E 180.00'(C)
-
-
(J)
_ - -
r
30.03' 29.95'
21't wide S89'17'35"W S89'1735"W
30.01
S89.17'35"
29.97
tS89'17'35"W
NORTH R.O.W. LINE
OF OSPREY COURT
pavement $OSPREY COURT
FDPKT NO ID.
FDPKT NO ID.
&g
e.o.
SITE T B M
LEGEND
SRC
SET 1/2" DIA X 18"L. REBAR / CAP
STAMPED "CARTER ASSOCIATES"
TELEPHONE RISER
SANITARY SEWER CLEAN OUT
co
ELECTRICAL METER
WATER SERVICE
conc.
CONCRETE
EXISTING VERTICAL ELEVATION
+325
sbl
SETBACK LIMITS FOR STRUCTURE
exist.
EXISTING
struct.
STRUCTURE
It.
LEFT
rt.
RIGHT
T.B.M.
TEMPORARY BENCHMARK
FDRC
FOUND REBAR AND CAP AS NOTED
STAMPED AS NOTED
FDPKT
FOUND NAIL AND TAB
EL.3.65
C .3.65 8 SURVEYOR'S NOTES: south r.o.w. line of
STAMPED AS NOTED
--\.► = DRAINAGE FLOW
SPKT SET NAIL AND TAB
(P) = PLAT DATA
STAMPED AS NOTED
(0) = OBSERVED DATA
E.O.P. EDGE OF PAVEMENT
(C) = CALCULATED DATA
0 DIAMETER
a/c - AIR CONDITIONER
2g8
U,
\ � O '�
Ln
A O
v ZG
\ O
Z n
r �, `A
\ In U-,A F7TA
N � -
0
co
m O
site data:
proposed concrete for residence:
1,141.36 s.f.
proposed concrete for parking area:
288.00 s.f. (data by others)
*total concrete: 1,429.36 s.f. 66.8%
*total lot area: 2,139.17 sq.ft. 100%
OSPREY COURT
1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING,
SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD,
RESERVATIONS, OWNERSHIP, ABANDONMENT'S, DEED RESTRICTIONS, ZONING REGULATIONS OR ADJOINING DEEDS. THIS SURVEY DOES NOT
INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION.
3. NO FOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN FIELD LOCATED PER THIS SURVEY, UNLESS OTHERWISE NOTED.
4. SUBJECT PROPERTY APPEARS TO LIE IN FLOOD ZONE "AE" (EL. 5.0 NGVD'29) PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
INSURANCE RATE MAP NUMBER 12111CO087G, COMMUNITY NUMBER 120285, PANEL NUMBER 0087. SUFFIX G. EFFECTIVE DATE NOVEMBER 4,
1992, MAP INDEX DATE AUGUST 19, 1991.
5. NO TITLE COMMITMENT OR ABSTRACT WAS FURNISHED TO THIS FIRM OR SURVEYOR.
6. THE GENERAL DESCRIPTION OF THE SUBJECT LOT SHOWN WAS DEVELOPED BY THE PROFESSIONAL SURVEYOR AND MAPPER BY THE
REQUEST OF THE CLIENT. NO RECORD LEGAL DESCRIPTION OF THE SUBJECT LOT WAS FURNISHED TO THIS SURVEYOR OR FIRM.
7. MUNICIPAL WATER AND SEWER IS AVAILABLE.
8. THE SURVEY FIELD WORK WAS COMPLETED OCTOBER 09, 2007. LOT LINES WERE ESTABLISHED BY THE USE OF EXISTING SKETCHES AND
STRUCTURE SETBACK GUIDELINES FURNISHED BY THE "OCEAN RESORT CO-OP" DEVELOPMENT AS PER OFFICIAL RECORDS BOOK 1787. PAGE
1564 AND 1564-A, ST. LUCIE COUNTY, FLORIDA.
9. BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED DATUM. THE SOUTH LINE OF THE OVERALL "OCEAN RESORT CO-OP" PARK,
BETWEEN MONUMENTED CORNERS IS ASSUMED TO BEAR S 89'18'10" W. ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO.
10. THE EXPECTED USE OF THE LAND, AS CLASSIFIED BY THE MINIMUM TECHNICAL STANDARDS (61G17-6, F.A.C.) IS SUBDIVISION. THE
MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENTS AND CALCULATIONS OF THE
CLOSED GEOMETRIC FIGURE WERE FOUND TO MEET OR EXCEED THIS ACCURACY REQUIREMENT.
11. THIS SURVEY DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP.
12. ORIGINAL BENCHMARK: COASTAL CONTRUCTION CONTROL LINE 1988, ST. LUCIE COUNTY, BOOK 26, PG. 26-A THROUGH 261, PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA. NAD 1927 FLORIDA EAST ZONE, ADJUSTED ORTHOMETRIC HIEGHT, MONUMENT: 94-77-A-35
ELEVATION 12.32. (SEPTEMBER 15. 1988)
SITE TEMPORARY BENCHMARK: NAIL AND DISK IN PAVEMENT AT THE SOUTHWEST CORNER OF LOT 343 SHOWN HEREON. ELEVATION= 3.65
(C.C.C.L. 1988 DNR "A" MONUMENTS)
13. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE COASTAL CONSTRUCTION CONTROL LINE 1988 DATUM.
existing wood
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BUILDING DETAIL
SCALE: 1" = 20'
CERTIFIED TO:
BEVERLY CHESNACK
/ •d I
% ANK S_ UCCURESE, P.S,M. - SIGNATURE DATE
FLORIDA RE ISTRATION No. `4765
CARTER A OCIATES, INC. L.B. 205
CARTER ASSOCIATES INC.
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CONSULTING ENGINEERS AND LAND SURVEYORS
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1708 21ST STREET 772-582-4191 (TEL)
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VERO BEACH, FLORMA 32960-3472 772-562-7180 (FAX)
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10/30/07
DLC
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05639S-B
07-4625
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COLUMN LOADS
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= 5970 LBS.
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= 7125 LBS.
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= 4589 LBS.
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= 4589 LBS.
ST. LUCIE C06, I I y
FOR C-t A E
REVIEWED By
DATE 1 C�
PLANS
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No lI�W.� � itLL `-E MADE
2'-8" CONCRETE LENG
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OR EQUIV. O 12" O.C. (STAGGERED)
2X4 P.T. WALL FASTENED WITH 16d NAILS
2X4 P.T. WALL PERIMETER OF HOME
STUDS TO BE 16" O.C.
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\ 12'(D) X 12`(W) MONOLITHIC FOOTER
W/ (2)/5 REBARS CONTINUOUS ON CHAIRS. REBAR
TO BE MIN. 3" OFF DIRT. 25" MIN. LAP JOINTS.
'-8" CONCRETE LENGTH
PLAN VIEW
NOTES:
1. FOR A 140 M.P.H. EXPOSURE C. SOIL BEARING CAPACITY=1500 P.S.F.
2. ALL UNDERLYING SOIL TO BE CLEAN, FREE OF VEGETATION, OTHER ORGANIC MATTER
UNSTABLE SOILS SUCH AS MUCK, AND OTHER DELETERIOUS MATERIALS.
3 CONCRETE TO HAVE A MIN 28 DAYS O 3000 P.S.I. MIN.SLUMP 5"
'«--„n.
FLOOR JOISTS
FRAME
2X WOOD SHIMS Z
8"X16" CMU BLOCKS
DRY STACKED -STUCCO pp
-FINISH-EXTERIOR
.. .
SIMPSON LSTA15 STRAP (EACH STUD TO TOP PLATE & RIM JOIST CONNECTION
SIMPSON'S H2.5 CLIP (EACH STUD TO BOTTOM PLATE CONNECTION)
P.T. WALL TO BE COVERED WITH VENTED LA-
(1) 18" X 24" ACCESS OPENING W/ COVER REQUIRE
2X4 P.T. BOTTOM PLATE TO SLAB �—
USING 1/2"DIAM. X 5-1/2" WEDG ANCHORS
W/ (1) 2" X2" WASHER OR EQUIV. ® 3'-0" O.C.
(MIN. 3-1/2" EMBEDDED)
NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION.
"-FOUR FOOT ANCHOR (48" O.C.)
12" (D) X 12"(W) MONOLITHIC FOOTER
W/ (2)#5 REBARS CONTINUOUS ON CHAIRS. REBAR
TO BE MIN. 3" OFF DIRT. 25" MIN. LAP JOINTS.
ENDVIEW (CROSS-SECTION & TIEDOWN DETAIL)
SECTION A -A
1'-11 7"
SLAB DESIGNED TO EXTEND 6"
BEYOND FOOTPRINT OF
HOME.
4. REINFORCING STEEL TO BE ASTM A-615 BILLET DEFORMED GRADE 40.
PROVIDE A MINIMUM CONCRETE COVER OF 3" ADJACENT TO EARTH.
MIN. LAP FOR #5 RODS TO BE 25".
5. MASONRY TO BE 8XBX16 CONCRETE BLOCK PER ASTM C-90 FOR HOLLOW LOAD
BEARING CONCRETE MASONRY UNITS, USE TYPE M OR S MORTAR.
PRQ OSED FINISHED SLAB ELEVATION = 3.98'
UPa
THICKENED
MINUM 3000 PSI CONC��I�' �!
WITHMVY1��
(® 28 DAYS) WITH FIBER MESH
BARRIER. CONCRETE OVER MIN.
6 MIL VISA. VAPOR BARRIER INSTALLED
OVER COMPACTED SAND FILL OVER
TREATED SOIL
ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
ALL FASTENERS IN CONTACT WITH P.T. LUMBER
TO BE HOT DIP GALVANIZED OR STAINLESS STEEL
These plans and specifications
comply with Section 1609 of the
2007 FBC-Residential
2009 Amendments
and ASCE 7-05
Aar. Wind Speed - 140 mph Exposure C
J(3/ec"/ond gu/sts)
Leonard G. "Geoff' Wood
P.E. #47377
4034 The Fenway
Mulberry, FL33860
Fax. 866-865-2044
Mobile. 863-287-7073
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SITPREPARATION
enyb Engineering Services
805 Rellections Loop East
Winter Haven, FL 33894
Phone: 813478-1579
!C) COPYRIGHT 2009
,2
NOTES:
1. BLOCKING SPACING BASED ON 20PSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY.
2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE
DOUBLE BLOCKED.
3. 8'-0" O.C. OUTRIGGER BRACING (ALONG PERIMETER SIDEWALLS & MATELINE)
4. STABILIZER SYSTEM PER MINUTE MAN ANCHORS, INC., (REQUIRES FOUR SYSTEMS) AND ALL SIDEWALL ANCHORS ARE
SPACED PER PLAN, FOUR FOOT GALVANIZED GROUND ANCHOR MAY BE USED,
5. THE HOME SETUP HAS BEEN DESIGNED FOR A FLOOD HAZARD AREA (AE-5 FLOOD ZONE)
2' max 1�
00
NONCIRCULAR CIRCULAR
[1431 1.5.6.3 Type 11
Perimeter 4" - 8;"
111.
I,. - 21
A.
RECESSED
W31 1.5.6.3 Type 11I
Pertruner �6,-
*HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE
ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE,
SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.
*HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH
CONTINUOUS RUN OF TREADS OF FLIGHT WITH FOUR OR MORE RISERS.
HOME.
a:-o_ TYP, y l2 X 6 RAIL CAP
OPENINGS SHALL NOT ALLOW
THE PASSAGE OF A 4" DIAMETER SPHERE
NNS
THESE' '� ••ate _ �,• " �, %Y!'4s,� ; ,� [tI! [g:1-� r ,F••���
IN A�
fa."E� E � 1 � rl i i . i,a � �kLY:cai►y:�
M9
SIGNED TO EXTEND 6"
FOOTPRINT OF
2 X 4 TOP & BOTTOM ATTACHED TO
TO POSTS WITH (2)#8 WOOD SCREWS
ON INSIDE FACE.
CLOSES
THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER
SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE
ADJACENT TREADS, THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT
OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH.
THE MINIMUM TREAD DEPTH, EXCLUSIVE OF NOSING, SHALL BE NOT LESS
THAN 9 INCHES. TREAD AND RISERS OF STAIRS SHALL BE PERMITTED TO BE SO
PROPORTIONED THAT THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTION
OF NOSING, IS NOT LESS THAN 24 INCHES NOR MORE THAN 25 INCHES. THE GREATEST
TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST
BY MORE THAN 3/8 INCH.
2 X 2 BALUSTER
OPENINGS FOR REQUIRED GUARDS ON THE
SIDE OF STAIR TREADS SHALL NOT ALLOW A
MIN. (3) SIMPSON'S SDS 1/4" X 4-1/2"
SPHERE 4-3/8" TO PASS THROUGH.
WOOD SCREWS FOR RIM JOIST TO POST
•m
TRIANGULAR OPENING ,SHALL NOT PERMIT
CONNECTION.
THE PASSAGE OF A 6' DIAMETER SPHERE.
ATTACH BALUSTERS TO TOP & BOTTOM
W/ (2)#8 WOOD SCREWS OR EQUIV.
�a
"
2X6 P.T. LANDING CONSTRUCTION
4 X 4 P.T. POSTS FASTEN
16" O.C. FLOOR JOISTS
o
TO CONCRETE FOOTING USING
USE SIMPSON'S LUS26 JOIST HANGERS
<
SIMPSON'S ABU44 OR POSTS
OR EQUIVALENT AT EACH JOIST TO RIM JOIST
EMBEDDED 24" INTO CONCRETE.
CONNECTION.
ABU 44-FL. PRODUCT APPROVAL !! FL 10849.6
IS26 -FL. PRODUCT APPROVAL # FL 10655.111
18" ROUND X 36" DEEP HOLE FILLED NTH MINIMUM
These plans and specifications
•1` ''
,.
3000 POUND COMPRESSIVE CONCRETE W/ MIN. #5 x
com I with Section 1609ofthe
PY
12" REBAR(CROSSWISE) 33" INTO CONCRETE
2007 FBC-Residential
2009 Amendments
ph Exposure C
ax. nd Speedsecond
g
(1) 2 X 10 P.T. ATTACHED TO POSTS J
USING (4) SIMPSON'S SDS 1/4"X 3-1/2" WOOD SCREWS
OR EQUIVALENT AT EACH 2X10 TO POST CONNECTION. (3) 2 X 12 P.T. STAIR STRINGERS
(2)2X10 ADDED BETWEEN P.T. POSTS (STAIR SIDE ONLY)
DBL. 2X10 TO POSTS USING SIMPSON'S LUS 210-2
1 US210-2-FL PRODUCT APPROVAL # FL 10655.10 2 X 12 P.T. STRINGERS FASTENED TO P.T. 2 X 10
NOTE: USING SIMPSON'S LSU26 JOIST HANGERS OR EQUIV.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LSU26-FL. PRODUCT APPROVAL # FL 10447.14
ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. ALL STAIR COMPONENTS TO BE PRESSURE TREATED LUMBER
ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE HOT DIP GALVANIZED OR STAINLESS STEEL
LWonard G. "Geoff' Wood
P. E.#47377
4034 The Fenway
Mulberry, FL 33860
Fax 866-865-2044
Mobile. 863-287-7073
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Drawing Number
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SETUP
CONSTRUCTION
Senyb Engineenng Services
805 Reflections Loop East
Winter Haven FL 33884
Phone: 813-478-1579
COPYRIGHT 2009
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