HomeMy WebLinkAboutSUBMITTED PAPERS'A
0; F I'C F USE — ---_
O?ILY: i t
�Ilee�Due, Recei t# Permit Y'r } (j 1 ZOs QO l
...i^.e• va
'u PLANNRNG & DEVIEILOPMLENT S ERWC ES
., BUILDING & CODE REGULATION DIVISION
as
€,.10., 2300 Virginia Avenue
* Ft. Pierce, FL 34982-5652 SCANNED
772-462-1553 By
St. Lucie C,�,.
, .,,
AP-PL1 'A'�TION, FOR ALUMINUM STRUCTURES PIS
ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED
PROJECT INFORMATION
LOCATION/SITE ADDRESS: 7733 Greenbrier Cr Port St Lucie, FL 34986
PROJECT NAME: Lucas Residence SITE PLAN NAME:
PROPERTY TAX ID #: 3322-700-0090-000-4
LF. Al_ DFiSCRIPTION (attach extra sheets if necessary): POD 19 — PUD II — Greenbrier — Lot
`. PLAT EK y PAGE BLOCK -
BLOCK LOT 85
PAR.CEI, SIZE: ACRES Q FT. b• g LOT DIMENSIONS x
7. SF T BACKS (ACTUAL) FRONT: f BACK: lam_ RIGHT SIDE: LEFT SIDE: 1p
I'Y? E OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND
EVERY TYPE OF STRUCTURE)
N = New SG = Slab on Grade
I Y PE OF CONS T RUCTION A = Addition SR = Raised Slab SQUARE FEET OF
DIMENSIONS
R = Rebuild WD = Wood Deck CONSTRUCTION
❑ SCREEN ROOM ❑ NEW ❑ EXISTING X
L� CAPflRT/PATIO ROOF
❑ NEW ❑ EXISTING
X
El HABITABLE GLASS ROOM
❑ NEW ❑ EXISTING
X
_❑ CAT 1. 2 OR 3 SUNROOM
❑ NEW ❑ EXISTING
X
❑ ALUMINUM COMP. SHED
❑ NEW ❑ EXISTING
X
POOL ENCLOSURE,-.
N
SG NEW ❑ EXISTING
44' x 32' 8
' 1 452'
❑ NI H ROOF OVER
❑ NEW ❑ EXISTING
X
❑ ROOF SYSTEM. OVER
❑ NEW ❑ EXISTING
X
I :FISTING ACCESSORY STRUCTURE
❑ NEW ❑ EXISTING
❑ OTHER:
X
❑ ALUM POOL FENCE Linear feet
-- TOTALSQUARE FOOTAGE OF CONSTRUCTION
P VALUE OF C0NSTRlJ CVION: $ 10,000.00
The vaiuc of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to
que-,tier and/or modify the indicated value of construction if it is demonstrated
that the submitted figures are not consistent with
si;ndar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted
PRIOR. TO FiRST INSPECTION.
SI.C£'DV orm ;Vo.: 003-02 Rer.041/26/2010
Al
a
1\1AImE': Richard & Judith Lucas
DDRFSS: , 7711 Greenbrier - Cr
CITY: Port St. Lucie STATE: FL Zip 34986
PHONE (DAYTIME): (77; 787-7752 EMAIL:
FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM
T1IE OWNER LISTED ABOVE:
FFE SIMPLE TITLEHOLDER:
,ADDRESS:
C1TY: STATE: ZIP
PHONE (DAYTIME): ( j.
STATE- OF FLORIDA REG./CERT#: XA 1 _1Ub691 9 ST. LUCIE COUNTY CERT#: 4763
BUSINESS NAME: Pioneer Screen Co. Inc. II
QUALIFIER'S NAME-: Mi eha i Newfn a
ADDRESS: .1682 SW Biltmore St.
CITY: Port Saint Lucie STATE: FL Zip 34984
PHONE. (DAYTIMF): (7173 340-4393 FAXNO.340-4626 email: Pioneerscreen@msn. c,
ARCHITECT/ENGINEER: Do Kim & Associates, LLC
ADDRESS: PO Box 10039
CITY: Tampa STATE: FL Zip 33679
PHONE (DAYTIME):) 857-9955
NOTE: 9F APPLIC.•\BLE, SUBCONTRACTOR AGREZMENTS YIUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING.
AND EV,;C
ZOMOMO R1EQU9ffREa1q[ENT3
All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE.
❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks
including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan.
❑ 2 sets of color photos for all stone damaged areas to be reconstructed. One picture must include house address number rot -
inspection verification. ( not required for construction unrelated to storms)
SECTION
ZONING
RE{PORT
I
CODE
I I
I
1B U ILDi G G & ZONING
FRONT
REVIEW
COUNTER
DATE
CONIPLETE
IN"TIALS
OFFICE; USIE
TOWNSHIP 3 RANGE
LAND USE CIS
BIMS FEE
R. EW
ZONING SUPERVISOR
!K2V 12-
LOT CVG %
IL ;
MAP NO.
MISC FEES
PLANS
EXAMINER VEGETATION
3�z�S
Additional
Permits
Required
TOTAL FEES
VALUE OF CONSTRUCTION
USING [CC TABLE
lifsZaX3lyvz S7U(.%
rA
lv
I'IE RTJFII✓A`lf HOIN'e
1is application is hereby made in order to Obtain a permit to do the work and installations as indiicated, and to obtain a
celrtificate of enPnelty. if a>pp➢icable, for. the permitted work. .
N071Ci;� TO OWNER- FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY FEFORF
RECORDING YOUR NOTICE OF COMMENCEMENT.
>' OTICE. TO APPRACANT: iN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO
ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO
DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE
PERSON WHOSE PROPERTY iS SUBJECT TO ATTACHMENT, AND DOES SO AS A
CONDITION PRECEDENT TO THIS PERMIT
I _ If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, i the Contractor/Owner Builder hereby certify
that the eomponents being used, fasteners type and fastening pattern meet all the requirements for the designated wind
zones established by the county and take full responsibility for complying with the submitted design of the structure being
permitted.
2. ➢ further certify that all the foregoing information is accurate, that no. work or installation has commenced prior Ito the
issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating constru-cdon and
zoning in this jurisdiction. ➢ understand that separate permits may be required for ELEC'1 RUCAL, and i-IVAC. etc., not
otherivise included with this building permit application.
:,. p , t6ie Canyr� r / Owner Bui➢der, have verified that the existing foundation meets the equirements of the Engineer of
Record aid 's . ad ate condition to withstand the uplift and weight of the all inum s cture and said structure will not
exceed th, fR Itpr' of the structure that was in existence prior to removal by , e_stor
()%k/Nf R OR (JONTRACTOR SIGNATURE
STATE OF FLORID t
COUNTY OF T . L1.lGi e
The foregoing instrument was acknowledged before me
a ►�� rrh
me this )—� day of A prig . 20 la—
l�s
who iS PerSonalll, l;noum t�-t �e4ot-wrtod�
r� $o4„(iYP(je4C` BEVERLY 3 WALLACE
produced 11,1Y C0NANAISSl0N # DD835305
^?aft a�'' EXPIRES November 03, 2012
GIs Identification. (407)398-0153 d FloridallotaryService.com
(Seal)
`;irnature nl N•, hi
INNIPORTANT NOTICES:
CTOR SIGNATURE
STATE OF FLORID, + COUNTY OF - LL&6 C
The foregoing instrument was acknowledged before me
me this ��day of A pyr i 120 la-- ,
by K 1 G -, ea eA e— t,J n'\ �(l
who is pe^ rsona known �to me, or who has
produced BEVERLY 8 WALLACE
°= P41Y COI'&AISSION 683530.1
as identification. '>t • o,r' EXPIRES November 03, 2012
ascb
(Seal)
o TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THiS
BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, iN THE OFFICE
LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR
AFFiDAVIT.
0 ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED iN INK. COPIES, FAXES, OR
STAMPED REPRODUCTIONS ARE PROHIBITED.
WHEN A PERMIT IS AVAILIBLE-FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER
NOTIFICATiON OF AVAILIBILITY, IT WiLL BE VOIDED. IF THE APPLICATION iS RESUBMITTFD, AN
ADDITIONAL FEE WILL BE CHARGED.
'L.F,2zr'Detailed
DF. ONE OF THE FOLLOWING:
Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license.
❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide to Aluminum Construction in High Wind Areas.
❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.1 13.
(I , ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT
1PPR0�'AL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WiLL NOT BE CONSIDERED A PART OF
A SUBMISSION.
a All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 1 1" or larger.
o All relevant tables & details, if using a manual, must be properly highlighted and must match design checklists 8c
drawings.
a The plan view must include all dimensions; the location of the host structure and all materials must be. sized and
identified thereon.
a All elevations must be shown, including 4`(' wall detail, dimensions and all material must be sized and identified.
a All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"].
a All methods of fastening or other details which are relevant to the design must be identified on the Plans.
o All upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"].
a All chair -rails, roof purlins, girts, channels, knee -bracing, k-bracing, cable bracing or any other required component
must be sized and identified.
9 All ridge beams and super gutter or fascia attachmentsmust be identified.
a All roof pans or composite panels, with gauges and spans, must be sized and identified.
All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications.
a All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter
20. including 2006 revisions.
a Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, sel F
catching gates with picket spacing.
00 SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE
REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS:
(A) 2 copies ofthe current product approval [i.e. N.O.A. or State of Florida approval] with the proposed "opening" or cladding
component highlighted and with fasteners and design pressures, per FBC 1714, clearly identified.
(B) 2 electric schematics, in accordance with the N.E.C., if applicable.
(C) Design pressures, per ASCE-7, identified on the openings of all Plans.
(111) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUIREMENTS, EXCEPT AAMA
SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE.
OV) SUi`1ROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE
ABOVE REQUIREMENTS AND MUST BE IN STRICT COMPLIANCE WITH AAMA/NPEA/NSA2100.02 AND MEET THE
FOLLOWING ADDITIONAL ITEMS:
(i ) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition.
(2) 1 f designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and 3.1.2.5, proper, energy
calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of
Florida Building Code.
i V") MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS
( Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE:
(a) A 4"' wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial
number and current owner's name and street address.
(b) That the complete guide to H.U.D. specifications be strictly adhered to.
(c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall
;!ssutne full responsibility for both structures' integrity by site specific docu nentation.
Property Appraiser - St.Lucie County, FL
Page 1 of 1
PROPERTY RECORD CARD
Richard E Lucas Record: 1 of 1 <<Prev Next Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
Site Address:
7733 Greenbrier Cir
ParcellD: 3322-700-0090-000-4
G4lICIE CO
Sec/Town/Range:
22 :36S :39E
Account #: 149716
Map ID:
33/22S
Land Use: SF Res
Zoning:
PUD
City/Cnty: St Lucie County
Ownership and Mailing
Legal Description
Owner:
Richard E Lucas Judith G Lucas
POD 19 PUD II GREENBRIER (PB 41-5) LOT 85 (OR 3198-1328)
Address:
10 Waters Edge Rd
Falmouth ME 04105-1934
Sales Information
Date
Price
Code
5/5/2010
255000
0001
12/22/2008
43300
01
2/28/2003
267000
00
4/21/1998
21320600
02
Assessment 2011 Final
Total Land and Building
Deed
Book/Page
2011 Final:
205900
Land Value: 52000 Acres: 0.18
WD
3198 / 1328
Assessed:
205900
Building Value: 153900
WD
3048 / 1731
Ag.Credit:
0
Finished Area: 2196 SgFt
SP
1678 / 1029
Exempt:
WD
1140 / 1945
Taxable:
Taxes:
4189.16
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
CT - Conc Tile
RoofStruct:
HP - Hip
ExtType:
HB - HB
YearBlt:
2003
Frame:
Grade:
B - B
EffYrBlt:
2003
PrimeWall:
BS - CB Stucco
Storyhight:
0010 - 1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrrnlntlNall:
DW - Drywall
FUIIBath:
2
HeatType:
FHA - FrcdHotAtr
AvgHt/FI:
1/2Bath:
%A/C:
1
HeatFuel:
ELEC- Electric
Prm.Flors:
CT -Tile-Ceramic
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard items
Land Information
Type Y/S
Oty. Units Oual.
Cond. YrBlt.
No. Land Use
Type
Measure Depth
1 0100-SF Res
BI -Site
1
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.pasle.org/pasle/Prc.asp?prelid=332270000900004 5/1 /2012
05/29/2012 12:35 3e�'c'A 6 PAGE 01
NOTICE OF COMMENCEMENT
To be completed when construction exceeds S2,soo.00
PERMIT O._ ` ck, __ JOSEPtI E. SMITH, CLERK OF THE CIRCUIT COURT
TAX FOLIO NO.���1`•���QgQ_• dQ� .C�- SAINT LUCIE COUNTY
FILE 9 3701046 0SM712012 at 07:57 AM
OR BOOK 3386 PAGE 1955 -1956 Doc Type: NO
STATE OF FLO�RsI, ! RECORDING: $10.00
COUNTY of
The undersigned hereby gives notice that improvement will be made to certain real property, and in
accordance with Chapter 713 Florida Statutes, the following information is provided in the Notice of
Commencement:
Legal Description: ( include street address if available ):
I..i B r _ r� -,.�... • F— Y e - - — .. ^ - _ - - - I 1 . ,
11
General Description of Improvements: SCREEN POOL ENCLOSURE
Owner Information or Lessee Information, if the Lessee Contracted for the Improvement:
Name: L / ; kAI+, Lt�LL1S _
Address: ��2-------s- - 5'o4
Interest in Site of Improvement: Fee Simple
Fee Simple Title Holder (if other than owner) __—._..
Contractor: PIONEER SCREEN CO. INC. 11 1682 SW BILTMORE ST. PORT ST. LUCIE, FL 34984
Surety: (if applicable, a copy of the payment bond is attached):
Nameand Address: ----------- ------ --- ----------- -------- ----------------------------
Phone Number ,,,,___,....... of Rond:-------------- --„.,..__
Lender: -- ------------------------------------------------
Address: ------ — ----- _—__—_----- ----- — --- Phone Number________________________
Persons within the State of Florida designated by the owner upon whom notices or other documents may be
served as provided by Florida Statutes Section 713.13(1)(a)(7):
Address ------ —----------------------------------- —_ Phone Number
In addition to himself, Owner designates ---- —of -----to receive a copy
of the Lienor'S Notice as provided in Section 713.13 (1) (b ), Florida Statues:
Phone number of person or entity designated by owner ---------- —---- —_-_._.---- — ------------- ---__
Expiration date of notice of commencement ( the expiration date may not be before the completion of construction and final payment
to the contractor, but will bel year from the date of recording unless a different date Is specified.---- —_—__
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUES AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
EN CEMENT.
�.++w"Ii VK1111 OFFICER/DIRECTORIMANAGER/PA)tTNER
LI.t.CQ.S
PRINT NAME AND PROVIDE TITLE
State of Florida, County of ,�• �-_�_L_C_.�___
Acknowledged before me this Vet - -� _ ``� ((��4 I'_- /►
g l� ___ day of A�YL� _-- 2012 by s�leL4�?-.,�j,_S
as_ Q[17Y1��t/ for___ _M�� ----------------------,__________who is personally known S1 or h ,
provided YL(}L`.d.w_-_
___as identification.
4''In
TRACEY W. MWHEE
NOTARY PUBLIC
---__--_�._— ,__ STATE OF FLORIDA
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CONNECTION DETAIL • x o.c. •a[srvE CONNECTION°DETAIL--=r p CONNECTION DETAIL'y";
SHEET 1 OF 3
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, L, PLAN - TYPICAL DIAGONAL ROOF 1� �I
O BRACE CONNECTION
O1 UPRIGHT DETAIL Q
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y ma of OGLNcnTE "-^- �;-Rn. yS 2000 PSI YN. CONCRETE STRENGTH
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SECTION MM 114.N' SA&* C PIAN VILW 1 AWS MPE(OXY(ATE • • -
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OST /COLUMN (2)_65 TO FOUNDATION �.• : '`i;' •. ••. :: •.,•.. .•� :;• _3 WN. CONE. COVER 36• IAN.
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0) 9I FOUNDATION CONNECTION WITH PAVERS STANDARD NP. CONTINUOUS PERIMETER FOOTING o z �
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AND •' FROM POST. (T,P.), :.r l [POLYPROPAFlL flan"- J ; 'i" N 1124' SA.S. • EAOI SCALE ASSHOWN
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IN.^.2A3 BRACE U®61aiaD SOL OR OOWACND33679
O,ANSHED LOOM (•OE PROCTOR)
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"PEAK VIEW'�F'�� opu�i rYCTm.)°. PLAN - TYPICAL ROOF
romu BRACE TO BEAM CONNECTION 1
MAIN COLUMN TO FOUNDATION ,
CONNECTION DETAIL
FOUNDATION/SLAB DETAIL
Drawing No. - 060811
- • SHEET 2 OF 3
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SUPER OWER
COKrZcnog
VETAL
TRANSOM (RISER) -WALL
CONNECTION DETAIL-.
DO KIM
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& ASSOCIATES, LLD
CONSULTING
STRUCTURAL
•
ENGINEERS
PO Box 10=
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Tampa, FL 33679
•
Tal: (813) 3744321
•
Rev1Da@
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Issued
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General Notes and specifications:
I.
Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
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'
consideration.
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2.
Concrete shall be minimum 28 day Compressive strength of f'c=2500 psi, and be In accordance with the requirements of ACI 318.
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Reinforcing steelshell have a min, yield strength of 40,000 psi (grade 40) and be provided with cover In accordance with ACI.318'
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3.
All dimensions are provided by contractor, Do Kbe L Associates, LLC have made interpretations where necessary.
to W
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_4.
The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
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contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If
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there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify hest
d
f'•
structure capacity.
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S.
Screen density shall be a maximum of 18 x 1L x 0.013' mesh. Aluminum shall be 700S-T53 Alloy, 6005-TS Alloy, or 6063-T6 Alloy.
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6.'
Unless otherwise noted, SME1 shall be stitched with MUM' SMS of 24•o.c., fop and bottom.
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'
Connections using screw bosses shall have minimum (41-0I0xY' per connection unless shown otherwise.
ORAmem D 0m
eRecicEoeT: ovK
0.
Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
Aea._
C-1022 Low Carbon Steel SMS L Self-Dr81in (TEK) Screws Ihldustr Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
it' um Center to Center
Distance
I KIO
0.1B8
y '
Ya•
q12
0.219
I/•
y • "
a
0.250
-
FlA G. NU ER 4919r
DO K 6A OCUITE_S, LLC
9. Structure has been designed to meet
the 2010 FBC. Project is sited where the ultimate design wind speed. Vulh
is 150 mph (3-sec
26887
amps, FLL 33679
gust) for risk category Ibuildings and other structures.
Exposure B. Design pressures are from Table 2002.4,
2010 FBC'reduced
by 0.88 for screen mesh factor, 0.6
for allowable stress
design (ASD).
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s
10. Concrete anchors may be 'Large Diameter Tapcana' IUDs), Tapcon ioncrefe screws,
Simpson Strong -Tie Anchors or Titian Screws
fc CN
or approved equal.
VIAC,,,.
Drawing No. - 060811n.,
.SHEET 3 OF 3
-AND:
A = DELTA ANGLE
L = ARC LENGTH
CA7V = CABLE TV
C:B. = CATCH BASIN
-C.B.S. = CONCRETE BLOCK & STUCCO
AL = CENTERLINE
CONC. = CONCRETE
COV. = COVERED
D.E. = DRAINAGE EASEMENT
ELEV. = ELEVATION
E.O.P. = EDGE OF PAVEMENT
E.O.W. - EDGE OF WATER
F.F. = FINISHED FLOOR
FND. = FOUIJD
F.P.E. = FLOOD PLAIN EASEMENT
F.P.L. = FLORIDA POWER & LIGHT
L.M.E. = LAKE MAINTENANCE EASEMENT
L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT
M.H. = MANHOLE
MON. = MONUMENT
N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM
N.R. = NOT RADIAL
N.T.S. --NOT TO SCALE
B.Z.T. = BUFFER ZONE TRACT
EAST LINE
RESERVE BOULEVARD
EASEMENT
O.M.E = OVERHANG MAINTENANCE EASEMENT
O.R.B. = OFFICIAL RECORD BOOK
O/S = OFFSET
O.S.T. = OPEN SPACE TRACT
P.B. - PLAT BOOK
P-C, = POINT OF CURVATURE
P.C.P. = PERMANENT CONTROL POINT
P.D.E. = PRIVATE DRAINAGE EASEMENT
P.G.E. = PRIVATE GAS EASEMENT
P.K. = PARKER KALON NAIL
P.O.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
P.R.C. = POINT OF REVERSE CURVATURE
P.R.M. = PERMANENT REFERENCE MONUMENT
PROP. = PROPOSED
P.T. = POINT OF TANGENCY
P.U.E. = PRIVATE UTILITY EASEMENT
R = RADIUS
PAD. = RADIAL
R/W = RIGHT-OF-WAY
SAN. - SANITARY
S.B.T. = SOUTHERN BELL TELEPHONE
S.F. = SOUARE FEET
SURVEYOR'S REPORT: i! ' r,:..1•1,
I. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD.
AND IS NOT ASSIGNABLE.
2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR
RIGHTS -OF -WAY OF RECORD BY THIS OFFICE.
3. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION FURNISHED BY CLIENT.
5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
6. THIS SKETCH IS THE PRO'PER'TY 07 LAWSON, NOBLE & WEBB, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE &
WEBB. INC. IN WRITING.
7. BEARINGS SHOWN PENEON ARE BALSED ON -THE NORTH LINE OF LOT 85
NGS ARE RELATIVE THERETO.
8. ALL DIMENSIONS RELATING TO T E UOUNDA.I YAND ITS LOCATION ARE MEASURED AND ARE
THE SAME AS PLAT/DEEO DUdEN5IONS UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HEREON ARE -BASED ON N.G.V.D. ADJUSTMENT OF 1929.
0. LANDS SHOWWHEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE
RATE MAP PANEL N0.:120285-0275F , DATED AUGUST 19, 1991
11. DATE OF FIELD SURVEY: M'AY-7, 2002
CERTIFICATION: '
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
IVOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
JULIAN D. MORRIS .PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 4731
T.O.B.
TYP.
U/C
U.E.
U.L.P.
U.L.T.
W.M.E.
W.M.T.
O
AIL
D4
00
0.00 >
= TOP OF BANK
= TYPICAL
- UNDER CONSTRUCTION
= UTILITY EASEMENT
= UPLAND PRESERVATION
UPLAND TRACT
- WATER MANAGEMENT EASEMENT
- WATER MANAGEMENT TRACT
- SET 5/8" IRON ROD WITH CAP NO. LB 66Y4
= FOUND 5/8" IRON ROD WITH CAP No. LB 6674
= FOUND PERMANENT CONTROL POINT
= SET P-K NAIL WITH DISK NO. LB 6674
= FOUND MAG NAIL& DISK PCP LS 6674
= WATER SERVICES
= WATER VALVE
= SANITARY SERVICE
- FOUND PERMANENT REFERENCE MONUMENT 6674
(4"0" CONCRETE MONUMENT)
= EXISTING ELEVATION IN FEET
= PROPOSED ELEVATIONS IN FEET
= DRAINAGE FLOW INDICATOR
R/W
R/W
ST. I.UCIE CQwJ Na 1 BuiLDIN D`�..rr,....,•
REVIEWED FOR COS
CE
ILEVIEWED BY _.--
DATE d —�-�. � _....
I5 J PLANS , PE T MUST Br !K1". Q '
OR NO INSPECTION WILL RE 3iu`:I%�
Q = SET 5/8" IRON ROD
WITH CAP WITNESS
CORNER LB #GG74
o 1.0' OFFSET
O = SET 1/4" DRILL HOLE
O = ELECTRIC SERVICE
A = CATV
* = LIGHT POST
1'\Data\500-599\B525\CAD\LOTSURV\76-100\B525LSB5•ciwg 89/09/2002 05,22,34 PM EDT
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD'.
LB # 6674 L N0 W
o O P W 0 0 • au 0 a+ 9 0 0®isa&
Lawson., NobHe & Webb, Inc h
E
ENGINEERS PLA.NNER8 SURVEVORB
590 NW Peacock Boulevard, Sulfa 9. Part St. Lucy, Florida 349B6
(561) 878-1700 • fax: (561) 878-18o2 a emall: Inv-pslalnw-Inc.com
West Palm Beech • Port St. Lucia
REVISION FB/PG DATE BY CK'D DATE: 5-7-02
FORMBOARD TIE-IN
SURVEY
9-5-02
JDM
GRB
BY: JDM
CK'D: GRB
F.B.:POD 19-2 PG:4