HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: SCANNED / S ' SCANNED Permit Number:
BY
St. Lucie County
RECEIVED
Building Permit Application JUN 11 2015
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x
PERMIT APPLICATION FOR: Aluminum without concrete
PROPOSED INPROVEM'ENT LOCATION:
Address: 6502 Paso Robles Blvd, Ft Pierce, FI 34951
Legal Description: Lakewood Park - Unit 9 - BLK 115 Lots 14 and 15 (Maps 13/01 N) (OR 3177-979)
Property Tax ID #: 1301-611-0311-000-6
Site Plan Name: Crawford
Project Name: Crawford
Setbacks Front34 Back: 48
Right Side: 27.5 Left Side: 74.5
DETAILED DESCRIPTION OF WORK:
Replace an existing screen room with a new screen room with a 4" poly roof. 10
Lot No. 15
Block No. 115
CONSTRUCTION INFORMATION: III
❑HVAC ❑ Gas Tank
Electric 0 Plumbing
Total Sq. Ft of Construction: 324
Cost of. Construction: $ 7400
Piping UShutters ❑Windows/Doors
nklers ❑ Generator ❑ Roof
S Ft. of First Floor: _
Utilities. Sewer Septic
Building Height: 15
OWNER/LESSEE:
CONTRACTOR:, .. " .
Name Jeff Crawford
Name- Jeff Jackman
Address:6502 Paso Robles Blvd
Company: Master Craft Aluminum Products
City: Ft Pierce, State:Fl
Zip Code: 34951 Fax:
Phone No. 772-205-4403
Address: 1634SE Niemeyer Cir
City: Port St Lucie State: FI
Zip Code: 34952 Fax: 772-335-0860
Phone No. 772-335-1177
E-Mail
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail: mastercraftaluminum@gmail.com
State or County License: SCC131150586
If value of.construction is $2500 or more, a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW'INI
DESIGNER/ENGINEER: _,Jot Applicable
Name: sunwast Aluminum Engineering
Address: 1363056m St N Ste 101
City: cleamater State; in
Zip; 33760 Phone; 727-532-9000
FEE SIMPLE TITLE HOLDER: i Not Applicable
Name: _
Address:
City:
Zip:
Phone:
I RMATIO N;
MORTGAGE COMPANY: _ZNot Applicable
Name
Address:
City: State:
Zip: Phone:
BONDING COMPANY: ✓ Not Applicable
Name: _
Address:
City:_
Zip:_
Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such.
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording_ vour Notice of Commencement.
SignMergent/ Lessee
STALORIDA
CO U NTY O F St Lucie
The forgoing instrument was .acknowledged before me
this 11th day of June 120L_J by
Holder
STATE OF FLORIDA
COUNTY O F St Lucie
The forgoing instrument was acknowledged before me
this 11N day of June 20=by
tSe �f T ari ma",
(Name of person acknowledging ) (Name of person acknowledging)
i1� /a VYI_
(Signature of Notary Public -State of Florida )
��_ /// SHERYL DMOORE
Personally Known.XOR W'en&Wiip�iTypeof Identificati n Produced ORIDA
Comm#EE156461
Commission No. 6pires 1/15/2016
Revised 07/15/2014
dii", 0u
(Signature of Wdtary Public- of IMUEEI '¢ D. MOORE
NOTARY PUBLIC
Personally Known 3 &TAMC iiE601RIDA
Type of Identification Pro = Comm# EE1564 1
E t9� Expires 1/15/2016
Commission No. (Seal)
REVIEWS
FRONT
ZO ING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
RE IEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
h
NOTICE OF COMMENCEMENT
State of Florida County of St. Lucie _
The undersigned hereby gives notice that improvement will be made to certaih.mal property,.and in.accordance with Chapter 713, Florida Statutes,
the following information is-provided'ih this. Notice of Commencement.
Legal.Description of Property: (andstreetaddress.if available):
6502 Paso Robles - Lakewood Park Unit 9 Blk_11S T.otsa 14 R 1S
General description of improvement: Tnstal1 pathio 'rncrerr rpzlarp rnl mmngr replace screen
room
Owner information or Lessee -information'if the Lessee contracted for the improvement: _
Name Jeffrey C`rawforrl R Marant '4adlpr
Address
Interestin
Name and
Contractor's Name
of fee -simple titleholder (if differerlt.from Owner listed above):
Contractor Address: 1 A'14 RF Nlemeyre r'i PSL FL Phone Number. .a.50-11
34952
Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $
Nameandaddress: nla Phone number:
Lender Name: n / a Phone Number:
Lenders address:
Persons within the. State of Florida. designated by Owner upon whom noticesor other' documents may be served as provided by Sect
713.13(1)(a)7., Florida Statutes:
Name: n Phone Number:
Address:
In addition to himself or herself, Owner designates of to receive a copy e
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
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
contractor, but will be 1 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 CONS
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FC
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TI
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK 0
RECORDING YOUR.NOTICE OF COMMENCEMENT.
my knowledge
perjury, I declare that I have mad the foregoing notice of commencement and that the facts stated therein are true to the best of
or Lessee, or Owner's or Lessee's
(Signatory`s Title/Office)
The foregoing instrumenf was acknowledged before the this C day of 20 ��0,
S1kve:J+e1,,J '. end
f .. as �,.'1'Z ) ...
Name f rso d'�5rw) t(_ Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed
-- Personally knoivn or produced Identification_
(Signature of NKaN Public- State of Florida)
(Print, Type, or to p Commissioned Na Type of Identification produced
A,:y..rvr CINDYSILVEHSTEIN
MY COMMION Y FF 174413
•;1.' EXPIRES: December 2, 2018
':?; ....4C� Bonded Tfuo Notary PuNioUMemdoa
4;d
305
0;'=1`-r!6 p.m. 06-18-2015 1 /1
E7/ ■ Aim
521 NW Enlerydse Drive .port St. Lucie, Florida 34986 (7721 Va asps a 17791 o.e_u.n ,c,.n
'ryr RN
IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL
AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938
Project: Tarpon Flats (CMT) Project ID: 13-2092.02
Address: North A1A, Port Saint Lucie Report ID: D-0003
Client: Phoenix Realty Homes Date: 6/1812 115
Permit No: Field Tech: Ken T s Test Mode: Direct Transmission
Area Tested: Lot No. 27 - Foundation Pad (PERMIT NO. 1504f141
Soil Description: Gray fine sand and shell
Proctor / LBR ID: P-1 Max Density (PCF): 112.0 Opt Malsture (%): 10.0% Test Standard: D 1557
Compaction Required (%): 95.0% probe Elev Wet Dry Moist. Compaction
Location Depth Density Density (%)
(in) (PCF) (PCF) % Results
t Northwest
12
0-1
113.4
107.7
5.3%/.
96.2%
Pass
2 Center
12
0-1
116.6
109.3
6.7%
97.69.
Pass
3 Southeast
12
0-1
114.0
108.6
5.0%
97.0%
Pass
4
5
fi
rt
7
5
9
1
0
1
1
1
2
Testing Gauge Information: Manufacturer: Troxler Model: 3430 S/N: 22260
Density Standard (DS): 1970 Moisture Standard (MS): 668
Remarks: Testing Completed Below Slab Grade
Legend for Elevation:
1-1
,%I utr 4,p
RCS
�.'a� oil t elo
'Z � m 49 5
= O 9 .. t'tors
= on Id W. MolarhE. W =
0675
PR = Proofroll 1, 2, 3 =1 st, 2nd, 3rd Lift
SL = Springiine FL = Final Lift
SG = Subgrade BG = Below Grade
BC = Basecourse BOF =Bottom of Footing
TOP = Top of Pipe FG = Finished Grade
�aPtofessionl�glfiepr, r
approval of GFA Inlema0onal'�1 ke of Aida
Test report shall not be reproduced, except In full, without the written
• consirucnon Malenals Tesfing • Speciai and Ihreshold Inspectiod0'!1 dAaVl{yKgndC de;`2'mplianca.
Florida's Leading E g sneering Source ijII S 1 �0N `���
- ', Florida Building Code Onlir
Page 1 of 2
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Business/,,
Professional
y i
BCIS Homei Log In User Registration Hot Topics i Submit Surdarge ' Stalls & Fads
I.Product ,Approval
i, USER: Public User
B$�''W..✓scL aY-S-�iW.t/
.ay .CAw..'eiY
Publications FBC Staff BCIS site
Map ._ Links Search
I;q> Application Detail tn/_ -020
ST. LUCIE COUNTY BUALDIlVG DMSION
FL # FL2291-R7 REVIEWED FOR , (,L CEF;
Application Type Revision REVIEWED BY. J �
Code Version 20 DATE
Application Status Approved PLANS AA' PEB14I1T D ST BE KEPT ON JOB
OP.NO BYS ECTIONRrIr i. nr ,1Anv
Comments
Archived
Product Manufacturer
+�yna dUE
�M@talsiBUlding,iP+eotgts
Address/Phone/Email
7815 American Way
Groveland, FL 34736
(352)787-7766
bkaufmann@metalsbp.com
THESE PLANS AND ALL PROPOSED WORK
Authorized Signature
Frank Bennardo AND SUBJECT TO ANY CORRECTIONS
frank@engexp.com
REQUIRED BY FIELD INSPECTORS THAT
Technical Representative
Bill Kaufmann MAY BE NECESSARY IN ORDER TO
Address/Phone/Email
7815 american WayCOMPLY WITH ALL APPLICABLE CODES.
Groveland, FL 34736
(800)342-9077
bkaufmann@metalsusa.com
Quality Assurance Representative
Address/Phone/Email
Category Roof'ing--� -'
SubcategoryrP..roY uciS,tIC�Lod'ucedjasiaRes SIC{of,INevi7echlogy
n—=4c
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
[q Evaluation Report - Hardcopy Received
Florida Engineer. or Architect Name who Frank L. Bernardo
developed the Evaluation Report _
Florida License PE-0046549
Quality Assurance Entity UL LLC Fk R11"�d�a
Quality Assurance Contract Expiration Date 11/29/2015n
Validated By Jorge A. Pomerantz, P.E.
u• Validation Checklist -Hardcopy Received
Certificate of Independence FL727_R7_Cpi ter[ lndelxpe',
Referenced Standard and Year (of Standard) Standard
ASTM D1929
ASTM E72
ASTM E84
Equivalence of Product Standards
Year
1996
1998
2003
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBLGds%2bEzd... 5/6/2015
Florida Building Code Onlir
Page 2 of 2
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
of Products
Florida Licensed Professional Engineer or Architect
'L229i R7 EoloY Ec,Uiy E72.Ddf
TL2771 R7 Fmlly EUrc F84.Ddf
Method 1 Option D
12/21/2012
12/21/2012
12/27/2012
02/04/2013
04/27/2015
FL # Modelr Number or Name
Description
2�243�i1jp PFo FaEIRA&ItiPZNels"rQ7
Aluminum and Steel Skin EPS Core Sandwich Panels
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL2291 R7 II Dwo•pdf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bernardo, P.E. PE0046549
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: - For outside patio construction only. - Refer to
Ft229'. R7_AE_Era.,pd'
engineering drawing #04-151-0001 for limitations and
Created by Independent Third Party: Yes
conditions of use.
back FvsP
Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824
The State 0f Florida is an AA/EEO employe, Copyright 2007-2013 State of Ronda :: privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public-remrtls request, do not
send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide Me Department
with an email address If they have one. The emuls provided may be used for oRclal communication with the licensee. However email addresses are public
record. If you do not wish to supply a personal address, please provide the Department with an small address which can be made available to the public.
To determine If you are a licensee under Chapter 455, F.s., please click here .
Product Approval Accepts:
pc^r 99 El Uj
acnrixrur-cux,r
r
http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBLGdsa/o2bEzd... 5/6/2015
s m vAnl
EPS
FOAM CORE
ROOF PANELS
- METAL SKIRL
mun nr0us
SFALI ciPrtA QvnOXAi iNJ BFNI
y
TO WOOD
D110 MIN (WASERS RlyTMIN. THREAD PE
EXISTING WOOD MENDER Y MIN. EDGE C
fR@I EACH END AND 5 L5C. MAX.
TO ALUMINUM RIGG3 T6 UM
,ALL091
i;°O SAE GRADE 5 SMS WITH I i"0 MIN. W
2 PANEL INTERLOCK.
SMALL BE 1' LONGER TITAN PANEL 1FttKN1
( EDGE DISTANCE. SPACED I" FROM ENDS
1 N.T.S. VERTSECION
PROVIDE 1%'MIN.
I FOLLOWING BALANCE:
TOO.015-MIN. THICKALUMINUM:2-
SPACINGBETWEEN -
• TO 0.052'M1RN. THICK ALUMINUM: 2-3,
TO WOOD: 12) Y'D LAG SCREIVS WITH
ANCHORS UJ EACH
TO C.09U' M1IIN. THICK ALUMINUM:S' (
• TO 0.125- MU:: THICK ALUMINUM: 6-3,
Ii4'TFIITL THREAD PENETRATION TO
EXISTING WOOD HOST (G-0.55 OR
BETTER), �' MIN. EDGE DISTANCE,
PAIR, ttP.
E%ISTWG
HOST $PIUCTURE
U.OlC' OR 0.030°
%o-O SAE GRADE. 5 SITS WITH IIJ'O MIN. V
SHALL BE 1' LONGER TIMM PANEL IHICKTR
EUGE U151ANCE, SPACEU I' FROM ENDS W
SPACED AT 6" O.C. MAX.
114•
BYOTNERS, TM.STEEL
AWPI OR 263a
TOP SBOTTOM
FOLLOWING BALANCE:
i MIN. 1'M1tA%WIDTH PER TOO W5 MIN. THIC
TO CONCRETE: (2).i"O (il9 CARBON I . PANEL NNTE'A WIDTH
PAN L FAGLIJG$ TO 0.062' MIN. THI(
STEELTAPCONS WIN l a' MIN EMBED DEP01 TO 0.090' FIRI. THI(
TO EXISTING 3192P51 NON CPACKED ,•T+- (114 PER P001 N W SLOPE) TO 0.125- MIN. THI(
CONCRETE HOST 2µ°MW EDGE ---' _
DISTANCE SPACED AT 12' O.C. M1V1X �' EPS CORE (A 0 PCT) •" OPTIONAL
HOLLOW BIOCH: (2)f;'O 1TW fARBON / <CHARPoEL MINOOM1 _; GUTTER
STEEL iP C WITH tYf MIN. EMBED HICK (6063 T6 ALUM) OpPD0.1P
TO EXISTING HOLLOW DLOCK Y4111N 1�/i- CLEAR SPAN (I) INSIDE TO INSIDEOVERHANG
-{
EDGE DISTANCE,. SPACED AT A" O.C. Sex°4i" SAE GRADE 5 EMS AT 6'
MAX. O.C. MIN. TDP SDOITOM, TYP. 36° MAX OM AT FRONT S
...._�-a 25%OF LAST PANEL
/� ROOF PANEL/SPAN DETAIL WIDTH ATSIDES (UP To
1 N. VERT SECTION --'MAX O/H AT SIDES)
B_PaW D
0pM'
AlimiSkF
TABLE NOTES:
I.
z
3.
1
5,
6.
DESIGN NOTES
TU&I-MBLE DFSIGN FRESWRES UTILIZED IN
PITS DOCUMENT HAVE BEEN CALCULATED PER
THE REQUIREMENTS OF T:. 2016 FLORIDA S
BUILDING CODEG ASCE 7-10 VSING ALLOWABLE
STRESS DESIGN HER IONnOGY WPH IME
CRI TERN BS OUTLINED IMPETN.
GENERAL NOTES
0
1.
a.
3.
4.
D 02V o0,r
Im9kln Alum i+MM
E HVHZ ONLY. UERECpON
Z ARE:
LIVE LOAD FOR USE
OON 0.0.1Ty ]BVe 61eP OON" 3Epa -I-
p kNaL d�0e!1<[IYM 0.C21' Op]p ]Fp 9LN. p,p31'('1 OON ^00 V 'upa
k.m 9kF IPIum Stn skA AMm 54M A.um sFM l91[e194.m YSn!"�e3 a 6N Ypl M1h'p4 Nun9NnIANm9 SF" �ANm 9MM I I
AFue 9t;n Nun k SIH ANm SYIn Nwn U4'.n
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m4p>A�mLrew=mp=
151-0001
:PIE H.i.s.
1101t
CONTRACTOR: MasterCraftAluminu---
DESIGN CRITERIA:
Applicable Codes, Regulations, and Standards
1. The 2010 Florida Building Code, specifically Chapter 16 Structural Design, Chapter
20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2005 Edition
3. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
VOLT =150 MPH, VASD =116 MPH Exposure Category, Paragraph 1609.4.3:
Building Category for Aluminum Structures, Paragraph 2002.6: Building
Category 1- Screen Room: Non -Habitable, Unconditioned
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 4" x 48" x 0.024" Metals USA Composite Panel, 1.0 density
foam, Florida Product Approval Number FL 2291-R7.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the Florida Building Code, 2010 Edition, and
any other applicable local codes and regulations.
2. The minimum wall thickness of aluminum extrusions shall be in accordance with
the Florida Building Code, 2010 Edition and the 2005 Edition of the Aluminum
Association Manual, but not less than 0.040 inches.
3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and
sealed authorization of Suncoast Engineering & Design, Inc.
4. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
must be approved by Suncoast Engineering & Design, hie.
5. Fasteners are required to be SAE Grade 5 or better zinc plated.
6. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
ends and 24" center to center or #12 screws 6" from ends and 12" center to center.
7. Where concrete specifications are required, whether in the screen enclosure scope or
not, by one or more regulatory agency, the following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Airenh-dining+/-I%-ASTMC260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60 1
fi. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water I
added after hatching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cue or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
8. The minimum nominal thickness of protector panels (kickplates) shall be an
industry standard of 0.024 inches.
9. All flashing and weatherproofing shall be provided by the contractor.
10. Door location shall be determined by contractor in the field.
11. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
WIND SPF-".AND EXPOSURE HAVE
BEEN BE 41NED USING THE ADVANCED
TECHNO.? Y COUNCIL'S WEBSITE
AND GOOGLE EARTH.
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SHEET NO:
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ALUMINUM MEMBERS DMM! 'S
HOLLOW SECTIONS
2 2: 2" 2" O.046"�P•''
• •
�l�
x x x
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2x5:2"x5"x0.050"
OPEN BACK SECTIONS
I 1"x2"x0.040"
I I
- Z'• V
4`o
x2:
]x3: 1"x3"x0.045"
OJ
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SNAP SECTIONS
I I
CHAIRRAILMEMBER I I
% V�('l•.
\`
2 x 2 Snap: 2" x 2" x 0.045"
3" x 3" x
0.070'
2 x 3 Snap: 2" x 3" x 0.050"
POST
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///71111)1111\
2 x4 Snap: 2"x4"x 0.045"
I
I I
I I
PROFESSIONAL
SEAL
SELF MATING (SME)
I I
I
2 X 4 SMB: 2" x 4" x 0.044" x 0.100"
I I
2" x 2" x 1/8" ANGLE W/
y�
2 x5 SUB: 2"x5"x 0.050"X0.100"
I I 2"x2°x3"x 118"ALUM ANGLE
(4)#10x 618"EACH SIDE I
IW
2x6SMB: 2"x6"x0.050"x0.120"
1"x3"OBW/114"CONCRETE
EA CH SIDE OF UPRIGHT
I
2X PATIO
Z LLI
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
SCREW ANCHOR 6" FROM
W/ 3H " CASIDE x 3" CONCRETE
x
a
2X8 SUB: 2"x8"x0.072"X0.124"
UPRIGHT8AT 24'O.C.
iL EACH SIDE
I ANCHORS
('
2x9SMB: 2"x9"x0.072"x0.124"
(MIN.23/4"EMBED.)
(3)#12x 3/4"SMS SCREWS
KEXTRUSION
I
W Q
2X10SMB: 2"x10"x0.092"x0.398"
--
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SCALE: NTS
SHEET NO:
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LOT- 16 I LOT 17
Block 115 Block 115
(OCCUPIED) (OCCUPIED)
r10' EASEMENT
- L
o N
+- - OHE .- OHE - OHE - OHE - OHE -�
C) FIP o 75.00' . CORNER FALLS
_ IN CABLE BOX
�10' EASEMENT SET .IRON ROD AT SETiRON ROD AT
PLAT) - TO' OFFSET SOUTH 10' OFFSET SOUTH
(BY
LOT 13
Block 115
(OCCUPIED)
M1N•SET
pp,ON
SIDES
sNG
JUNE 4, 2013
Date of Signature
Ui
to
0
i�
0
0
0
Z
6' WF
(0.1'W)
78:3'
--
LOT 14
Block 11-5
(A$ SHOWN)
74.5`
FORM BOARDS -ONLY-
AVERAGE TOP OF FORM
ELEVATION=49:57
4 ----- -5
_______==-------__
104.5'
LOT 16
Block 115
(OCCUPIED)
.
L-911)14"EDHE'198.D40'
- : CORNER FALLS
ON METAL PIPE
ENE T OHE -
i - 4' CIF
123.40' 4' CLF
' . (10.3'S,0.5'E)
.(19.2'S,0.3'W)-
WELL IN t---yr--yr--z--
iF
SET IRON ROD AT
WOOD PUMP - ;
- 10' OFFSET SOUTH
- HOUSE
_
C,
Co
--12'x16:6'
METAL SHED
r LO1 15
BRICK
WOOD STOOP
i f�BIOCk 115
1�? u�,„�„r?
RAMP
-- - --
FFE IS TBM
33.4'
24.0'
ELEVATION=50.00
z m m
m (ASSUMED)
SCREENED ,
0
CP 20.5' x f
0 0 0 0'22
RCHD
ONE-STORY (0.iw)J
200'
M
RESIDENCE M
o��
20.6' 5 0'
n
Z .5' COVERED o: 19.4' - 27.5
4' CLF 4' CLF J J
�R (0.4'N&E) 75:00' (0.4' N)l FlP 123.40' i
BENCHMARK S89059'14"W 198
(ASSUMED)
o. ELEVATION-47.59
n: _ NE CORNER OF -CATCH BASINd-._
mi
,
a
3
WPC ,
ai:
of
5 COT1C i
m
'oi
a,
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Oa:
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CL S 8959'14" W 233.40' _
psi Basis of ;Bearings 'aQs
FlP
MITERED
CONCRETE
-ENDPIPE
35.00'
1
Paso Robles Boulevard \ II
(70' Right-of-way) 20' Pavement ®, \
Professional Surveyor & Mapper
Florida Certificate No. 6353
LB No_' .7608
RL
O
n
v
LEGEND
Rf =
TELEPHONE RISER
CONC =
CONCRETE
39 =
LIGHT POLE
® =
CATCH . BASIN
-OHE- =
OVERHEAD UTILITY LINES
FIR =
FOUND 5/8" IRON ROD _
E =
POLE, ANCHOR,
FIRC =
FOUND 5/8" IRON ROD
0. =
WOOD .POWER POLE
& CAP (NO I.D.)
CL =
CENTERLINE RIGHT OF WAY
kOPo =
SPOT ELEVATION
EP
EDGE OF PAVEMENT
FFE =
FINISHED FLOOR ELEVATION'
CLF =
CHAIN LINK FENCE
TBM =
TEMPORARY BENCHMARK_
RP =
FOUND IRON PIPE
FB =
FORMBOARD
Vicinity Map
(Not To Scale)
LEGAL DESCRIPTION:
All of LOTS 14 and 15. BLOCK 115. LAKEWOOD PARK UNIT NINE, according
to the Plat thereof, recorded in Plat Book 11. at Page 27 ("A" through "D"), -
Public -Records of St. Lucie County, Florida.
LOT AREA: 26,784 Sq. Ft.; 0.61 Acres±
STREET ADDRESS: 650-2 Paso Robles Boulevard, Fort Pierce, Florida.
SURVEYORS' NOTES:-
_ 1. Bearings shown hereon arebasedon the centerline of Paso Robles Boulevard
as platted and bears S 89-59'14" W.
2. Written dimensions take precedence over scaled dimensions and distances are
not to be scaled for construction and/or design -purposes.
3. Al distances and bearings are as field measured and are coincident with
"PLAT" and description data unless otherwise noted.
4. This drawing is not valid without the signature and original raised seal of a
Florida licensed Surveyor & ,Mapper.
5. This survey is based upon a description fumished by the client, there has
been no search. of the public records done by this office.
6. Property lies in Flood Zone "X" as scaled from the National Flood Insurance
Program Rate Map, Community Panel Number 12111CO070 F, with an effective
date of August 19, 1991.
7. This survey is not covered by professional liability insurance.
8. City water & sewer are not available in this area.
9. No underground, utilities„ or -improvements were located unless otherwise shown.
10 Elevations shown hereon 'are based on an -assumed datum.
CERTIFIED .TO: M FF CCRAWFORD and
JUPI
FILE .
Revised: Form tiodrd. -tie-in, WB; 06-04-13.
Date of Last" field work: 06/03/2013
p'� p� p 6tt Form Board "Lie -In survey
1 .1 1 Prepared on the order of:
Margot Sadler &
Bennett Surveying, Inc. Jeff Crawford
493 SE Nome 'Drive Field: LM/BB Job No.: 10-0218
Port SL Lucie, Florida 3404
tal:772.336.4933 fax:772.336.86119 Drawn: WB Date:06/04/2013
email. abennettdd®cs.com Scala: 1"=30 Sheet: 1 of 1