HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED: a --o " 2`'' T 7
REVISION FEE:
SCANNED
BY
St. Lucie Countv
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES ®��� 17f
BUILDING & CODE REGULATION DIVISION �0
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE p
ADDRESS:
2. DETAILED DESCRIPTION OF PROJECT
REVISION : n
( .prz-"'
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: L
ADDRESS: `i 1 Z
CITY: W C-1 IS_ S
PHONE (DAYTIME):
4. OWNERBUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
NAME:
ADDRESS:
CITY:
PHONE (D
Revised 07/22/2'0I4
THESE PUNS AND ALL PROPOSED WORT(
ARE SUBJECT TO ANY COM9ECTi IONS
`FIEQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN Oi4M TO
COMPLY WITH ALL APPLIC AIBLE COYDES.
P-s
ST. LU
STATE:
FAX:
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STATE:
M
344 ht-
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
COUNTY CERT. #:
FAX:
FAX:
ZIP:
ZIP:
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit# 1601 --600$ Owners Name '�rLJ)61S 661JH-r( Applicant: -DS /aRC�i17�Gi5
T205e;eO- LIgkARY Rlrt�LOD)✓L
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
Mullions
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
Swino Two Doors
French Doors
_
Garage Doors
Hurricane Protection
Roof Ventilation
't'��5��-^'}5
�'/O+/—go��
— GR
IS'IOI3.OZ
_
577E£L
9BE SbjT 201b LJ-0�t ,leg" 61A
Roofing Material
—F
7
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in
wind loads and forces specified by current code provisions.
Name: J6HW t31NYSLEY Signature:
178
Design Prof: R6H LTE6251 Cert. No. 954
structure. These products provide adequate resistance to the
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seal
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- Ak AS -BUILT / PROPOSED DUCT PLAN OD-1.
"ILE o:
COUNTY r
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 S W 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) , MiamiFlorida 33175.2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 31MiamiF(786)315.2599
NOTICE OF ACCEPTANCE (NOA) www mfamtdade soul
econorn
Laren Cook Company
2015 E. Dale Street1`1�711LE
Springfield, MO 65803
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this.product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Model GI and GR Steel and Aluminum Rooftop Gravity Vents
APPROVAL DOCUMENT: Drawing No. SD130708-02, titled "GUGR Gravity Ventilator Hurricane
Rated Steel and Aluminum", sheets 1 through 10 of 10, dated 05/22/2014, prepared by Loren Cook
Company, signed and sealed by Bradley F. Skidmore, P.E., bearing the Miami -Dade County Product Control
revision stamp with the Notice of Acceptance munber and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 13-1105.01 and consists of this page I and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
MIAMICADE COUNTY NOA No. 15-1013.02
►-5 Expiration Date: August 21, 2019
�1 /!S ]� t7!(v Approval Date: January 28, 2016
1 Page 1
Loren Cook Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Stbmitted underNOA # 13-1105.01"
1. Drawing No. SD130708-02, titled "GI/GR Gravity Ventilator Hurricane Rated Steel
and Aluminum", sheets 1 through 10 of 10, dated 05/22/2014, prepared by Loren
Cook Company, signed and sealed by Bradley F. Skidmore, P.E.
B. TESTS "Submitted underNOA # 13-1105.01"
1. Test reports on Uniform Static Air Pressure Test, Loading per. FBC TAS 202-94 along
with marked -up drawings and installation diagram of Series/Model GI Steel and
Aluminum Gravity Ventilator, prepared by Architectural Testing, Inc., Test Report
No. C1438.01-801-18, dated 07/05/2013, with revision 2 dated 05/15/2014, signed
and sealed by Shawn G. Collins, P.E.
C. CALCULATIONS "Submitted under NOA # 13-1165.1 "
1. Wind load and anchor verification calculations; prepared by Loren Cook Company,
dated 09/03/2013 and 02/03/2014, signed and sealed by Bradley F. Skidmore, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None. E7 I LVMM
0"y
F. STATEMENTS
1. Statement letter of code conformance to 50` edition (2014) FBC issued by Loren Cook
Company, dated 11/16/2015, signed and sealed by Bradley F. Skidmore, P.E.
"Submitted under NOA # 13-1105.011,
2. Statement letter,of code conformance to 2010 FBC issued by Loren Cook Company,
dated 10/29/2013, signed and sealed by Bradley F. Skidmore, P.E.
3. Statement letter of no financial interest issued by Loren Cook Company, dated
10/29/2013, signed and sealed by Bradley F. Skidmore, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.15-1013.02
Expiration Date: August 21, 2019
E -1 Approval Date: January 28, 2016
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54769 GI myry6b1.wL0�Nufh 99°MAXIMUM OUTSIDE LENGTH
94° MAXIMUM OUTSIDE WIDTH a NOITS:
omGN rnEsvlAG: +!-sD r� Gt�lvnmz®sim WrmaucnoN
+/-� PGF AWMDAU4OJN4TRUCIIDN
ALLDIMfNGIDNG IN IN�
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" .......... 3
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• DMWII 6F6 M/3]/,1 ® Y y yy •�/*/[[�DESI611FR Bis 91EE1, Oi ,B ® ..ovnev
'bErV': .a.wca uxm 6mvls xo�o GI GR GRAVITY VENTLATDR
,^t Ataa6ii'`G`� mrxM. ¢e�ss HURRICANE RATED
,��'�I",,°�/ONA���":a°p Ir rml°ar�va STEEL AND ALUMINUM
BMD1FVi5gDM0PE ]N°aAvm• wr mu Mlvl/e
avE¢cNo.)wu """'^` B SD130708-02 C
_ �XEtIHT WRB
CONPNUWSLY
WELDER CORNERS
ATTACIWEOT OF WHO TO ROOF STBICTIRE
SEAL
MINUMM 4'
THICKNESS
NOTES
p tIZ m� pUN1Y NNIBATtR RFiEMpI ro 11FMN REfE16 TO tNE LINEN MIX ua0F1 m TM0119
NqW T USD fpt MTAItE 14E1TMPM AtU INE YW6 4A Wxtll IB NpWHLY U3D Fllft RRFP
WItMTWA iNE p µOF fA 92E5 MF OFSICIIAtFD BY 1NE N59E 1HROA1 CSdMlyN�9a5 Vxxpl BN.LLL
�TWL� m.116 EOU SmE9HWDX09mP19 AIFYY.fEID 04'IPYIEII FAmI ALUMPRIY
x) THE AINRWX IS . THE SIMGNR& WRO,, 0 PIE IX,,BB HWflW MY, a ICES NOT
NCWR A RIMER E£aN091 EP ELECTRICAL PART.
d) HIS RR MOT HAS HOT BEEN TESIO EFOR WACI RESHMSE
4) 1MB PRaUCT IVS NOT BFa TEETER FOR WATER PENEMVION AMUSING TO RMIOA WRSRO COOS
µR T00(A), aSg ROORB R/JN MT. H ,BI BE PSTAMEO MRNI THE ROSE AREA (MC 152.1SA113)
I) UMT M TO MCIIAE A G WD BµE TO FAOMAW HCUNTMO OF BIE GM M A MRS. P6
pR R M IE ALEMAROY ATTACKED TO M BSONG STRUCNRE TO WSTAM ALL FORCE MNYI
WT BE PRCMETO W 1NE PR>V10EB MIINLMFRTAL f WC6 EYL41fD a TIE Fµ A10 pl.®.
PE CI01B NJST � ATTAO® TI A SIWMNPII HEEIBFR 011E dRDM4
LMOEIE OEM M" Is TO A MASHED WITH REESE TTPE CONERETE µWON - MIMUS
l/A' WµETER WRBON STEEL - MLT ANM BOLT B OR EWAL
Amin, N MCI PSI NWMM CONCRETE.
SEAL
INSTALL5R TO SEAL E-1/3 0 EHWGEUENT
NMRAAl OEa PBOOEBB
ROOF
WRB:;l
AS RERUIREO
STEEL ROW STRUCTORD aIs TO AINWEo Nr1�sEV-ORNNC SIEEE VOTERS 0
MnIWP pSHBI WE 01/4 DWE1fA RD SCREWS SHALL PASS
THRaWI STEEL AT IEAET 1/r.
MWIMUM J' Moo ROOF STaCLIRG BUR IS TO BE ATTAam NM S1F{L UO am" NWdRL suE OF
ENGAGEMENT S/BNE W BRUSHER. PBIS TO BE 4 NpINAL Slff mt 0U1BL
IBFLR S14LLL HAK A VIIUIRW 0Y 0 TORERO BMRCFYFNT.
r THIN
CONCRFIE
SSTEE ROGF
I
M
STRUCRWF
MWIMUM 2000PS WNCRETE
ASS STEEL STRUCTURE
M. 4' NOMINAL THICK WOW
MWIMUM F136M
MN SO - .42
ABVIND_
—WIT
T
UNIT RFSPWNT +�I
II«-8' SPAtlNO BETWEEN FASTENERS
-AVEP�AI�B ]PR2T
E.H�s '� 41
FASTENER WRENS I
F r--S' SPACING FROM CORNER
CURB RESTRNNT I I .y 1 -4' SPACNG MOM CURB CORNER
FASTENER SPACING
4' SPACING BETWETI FASTENERS
0) THE R00 WRB sXN HAVE Cw111NBOIWY BNMD MISTRE µD 9WL BE BOREM01m 0
0-W OALVAOIID STEEL OR NOSM-34 ALLNdW EA MAW1ESS SDII. ME CURS WTERAL THICKNESS
SHALL Xm 10 W (.04]0') ml tlEA1IX A1R HAVE MPOYUN x0 k9 YIELD Sdm01N 1HE RTmIT 944E
BR 21'.
THE
'n THE ST a 9V.Mtt VENTILATOR BXNl BE AITAWIFD 10 THE WI® NM ONE 0 THE FFLMRPNO MMaO
dsTAWD W ALL MIR 9d5 0 TIE QNO CM. TE fµ1FNFR5 SHALL BE 0' iROY EACH LYWRR
OF TIE fAN BA4 µD 9'ALFD NO ENFANT TK4 8' MEIEATIFA
A nx z r fIFX wABW1 HF/D sFtF-MILINo smRW
B) ALTERNATE FASTENER - 1SDI.L HICK HEAD BOLT ANO WASHER Nw C OMM HUT WSTAIIID OR
THE
E wM& R of THE OURS,
B) AV. FAST]BRS ARE M BE R91 WALM CORROSION RF55iANT SES OR SMHBO5 SLRL.
R, REMORA SHALL BE PROTECTED MOU ODRTACT NM DISS R METALS FER FBC NM>NA BT
µRING STR MRHWS WRONG, d1 ALMM]EO WSIETE MHWEN EVRF E WHEN METALLING VENTS
S) SNtAdE CaR09REHAMAL WVMTT MAI�LA ALOWS MT THE FRSIµERS TO BE INSTALLED NW iHU A
WNSW; IXRSSM DISTORTION OF TE UNIT "GFS
10) UE wSTRMER R MpOa IBIS FOR BREWN0 THAT ALL FA519ffPS ARE PROBOLLY NSTALLFD AND All
A0235 PRNELS NE N PI.LCF GFFOIE Wi11N0 THE IIMT dT0 YRN2
II) RLL FµTmER3 RO RECESS PANELS WST BE P0.6FIEY %VT AMR MIDMFNµOL WERATMS
FOR I?YTL@NNA)JS.w CWE fOYHWOE
�, I C)It�FN C(le 411( CO.
FdaE COPY
NOTER
1. IIEN513 AND 14 FOR ALUMINUM HURRICANECONSIPUIMON ONLY NOT
RETIRED WRGALVANIZED HURRICANE C046IRUCfION
t4/ I _KJ t J
- . �� r h
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DETAIL E
SCALE 0.375:I
SECTION A -A
SCALE 0.07:1•
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11
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UE MOUNTINGBRAQET
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7
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DIE;C B ON
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..1DilGNER Ri3 91EEi 4 OF 10 �v
RATED
R 7.0
TYP
171:
TYP.
HOOD PANEL
170°
HOOD PANEL SIDE VIEW
fi' R ] Yµy.... � Y�y�.,i � :� ��-��,Y R��oi.+' R` .�.Y
f 4 Ad i ,a/.. `M.R P I' ����5
NOTES:
8 HOOD PANELS REQUIRED PER UNIT
MATERIAL.: 20 GA G-90 GALVANIZED STEEL: Sy=30 KSI MINIMUM ''�,y°P„,
ALTERNATE CONSTRUCTION:.040 3003 H•14 ALUMINUM: Sy=17 KSI MINIMUM �'X1;;,^,;; g
+PLACES
Imal DWG. N0:"
)IS FOR SHAPE
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0318TYP
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1_ BENDUP fiO°
—91 L2 1/2'X45°
2-Places
HOOD END PANEL f 2�
SECTION RAIL SPLICE
7/16
SECTION RAIL
BEND 2 AS SHOWN, BEND 2OPPOSITE
NOTES:
1) G90 GALVANIZED STEEL SY-30 KSI MINIMUM
2) A36 STEEL: S/=36 KSI MINIMUM
3) 6005 T5 ALUMINUM: Sy-35 KSI MINIMUM
4) 3003H-14ALUMINUM SHEET. SY-17 KSI MINIMUM
19END
SUPPORTANGU--(2xbd/4)2
A36 STEM -PAINTED / 6005-T5 ALUMINUM
4
SECTION PAILSPLICE
2
1 16 GA 00 GALV STEELAID0 ALUMINUM(NOTE4)
3
SECTION PAIL
4
15 GA G90 GALV STEEL/.100 ALUMTNUM(NOTE4)
2
HOOD END PANEL
2
JIUUAWUGALVSTEELI.003ALUMINUMMUTE4)
ITEM
DESCRIPTION
I 9ff
I MATERIAL
12TYP.
END SUPPORT ANGLE
mglly-IroHI""
NAri s¢ 1ABtE
® 8G7 CQ.'
�OBAWN BB OB/RY/14
ffi lmm amBfRBT B a fo ®
RATED
� 2
T
STIFFENING BRACKET
MOUNTING CHANNEL
21
Go -
TV 1_ N Tr 1/S
1 V2J
893/4 1U2JTi
SUPPORT ANGLE WELDMENT BASE OPENING ANGLE
NOTES:
1) G90 GALVANIZED STEEL: Sy--30KSI MINIMUM
2) A36 STEEL' 5y=36KSI MINIMUM aim w y
3) 6005-T5 ALUMINUM: Sy=3SKSI MINIMUM D J�
4) 3003H-14 ALUMINUM SHEET: SY-17KST MINIMUM e n.+.�a..+ 117 BASE OPENING
11rz 1 f MOUNTING ANGLE
14
MWNTWG ANGBASEOPE GLE
4
1-1/2X 1-112 X 118 ALUM ANGLE(NOTE3)
13
BASE OPENING ANGLE
2
1-1/2X 1-1/2X 1/8 ALUM ANGLE NOTES
12
STIFFENING BRACKET
IB
12 GA G-90 GALY. STEEL(N0TE3
118
END CAP
4
1112XI314X12GA NOTE1 OR11/ZX134X1/8-ALUMWUMN0TE4
11A
SUPPORT ANGLE
2
1 X 1112 X 12 GA OTE1 OR 31/21(1 1/2 X I/8' ALUMINUM N
11
SUPPORT ANGLE
Wa.DME3T
a)
(SEEPARTSABOVE)
7
MOUNTING CHANNEL
2
2 X 1 X12GA NOTE1 2 X 1 X.130 ALUMINUM OTET
ITEM
DESCRIPTION
QTY
MATEW
w,n sec Nobs 6 �m
IfNANN Bt5 W/aa/t+
' osaaNm ms SNfE17 av io a
BASE PANEL
*PUNCH HOLES IN TWO PARTS ONLY
NOTES:
MATERIAL: 16 GA-G-90 GALANIZED STEELMSy010 MINIMUM
ALTERNATE MATERIAL:.080 3003 H-14 ALUhIINUM Sy=17KSI MINIMUM
8A
2
BASE PANEL WITH HOLES
SEE NOTES
8B
2
BASE PANEL WITHOUT HOLES
SEE NOTES
1TEh1
QN
DESCRIPTION
h1ATFRIAL
iltl
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FLMUCW.74411
2v1B
inmonBmxn M.e..e. .yes
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YAIt SEE NOTES ® Q
oaTw+ afs os�Rz/++
om m s¢Er e v 10 0
am co= am
NOTES,
1) G90 GALVALIZED STEEL- Sy=30KSI MINIMUM
10
2
RIGHT MOUNTING BRACKET
FORM OPPOSITE
12GA. G90 GAIV.
STEEL
9
2
LEFT MOUNTING BRACKET
AS SHOWN
12GA. G90 GAN
STEEL
ITEM
JQTYJ
DESCRIPTION
I MATERIAL
'oROb�LbiYdb
) Nan sIE [
yquwH ereM os/RR/Is
ro� BFS SIEEt a ,'Al o� H""p1d�
M�l
10 3/16
03/8 TYPICAL
rl TYP
2j i
Go-
BASE SUPPORT ANGLE
03/8
r1
2 I 9
H—OOD—SUPjIPORT ANGLE
NOTES:
I) A301 STEEL: Sy�36K5[ MINIMUM •yexa'9 • o'�., a w
2 6003-TSWAINUM: Sy NMM MINIMUM
3mt No , 3un ROM® cam m
*i zmm m 0/22/14
am1 No smtow to o 'COL®'
�!�`•� GI OR GRAVITY VENTILATOR
IONA1.�� tuawm owns mxmwss xoun
n,,,iiintttt. aEuuf ,ee Al HURRICANE RATED
'°6"O°'• a''•i1A°- STEEL AND ALUMINUM
.m.aaw• it ma m-.n/r
BRAolEY W.74 11 mo-.am• w• rmiNi�,•:Li %e• m woo xo
fl-pF uc N0.14a11 a'�d8 B SD130708-02 C
18 HOOD
SUPPORT ANGLE
4
2%2%14A36 NOTEl OR2%2XI/4 ALUMINUM NOTE2
17
BASE SUPPORTANGLE
2
2 X 2 X 1/4 A36 NOTEI OR 2 X 2 X 1 4 ALUMINUM (NOTEZ
ITEM
DESCRIPTION
QTY
MATERIAL
I
1
rF� A/�NATOM a=C G3 OOP I e ° U CUUM
3125 Fortune Way, Suite 13
Wellington, FL 33414 Rosser Library
Date: 04.26.2017
Attn: Building Department
Permit #: 1601-0008
Anatom # 16-01
Phone: 561.221.0226
Fax: 561.429.2904
TO Building Department Site Location: Rosser Library
2300 Virginia Avenue 2950 Rosser Blvd
Fort Pierce, FL 34982 Port St Lucie, FL 34953
Contract #: C16-06-298
WE ARE SENDING YOU E Attached ❑ Under separate cover via the following Items:
Product Reviews ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change Order ❑ Other ❑ Material Approval
COPIES
DATE
NO.
DESCRIPTION
2
1/10/2016
TL 1244
Welders Certification
2
varies
varies
CEMEX Batch Tickets over 4,00 PSI
2
15-2016
15-1013.02
F — NOA for Rooftop Gravity Vents eoCSITE-
2
4/19/2017
E Revised Handicap Ramp
THESE ARE TRANSMITTED as checked below:
❑ For approval
For your use
® As requested
❑ For review and comment
❑ FOR BIDS DUE
REMARKS
Thank You
Received bv:
❑ Approved as submitted ❑ Resubmit copies for approval
[:]Approved as noted ❑ Submit copies for distribution
❑ Returned for corrections ❑ Return corrected prints
❑ For your action
20 ❑ PRINTS RETURNED AFTER LOAN TO US
SIGNED:
Joe Geosits
If enclosures are not as noted, kindly notify us at once.
= 1
4
APR 2 6 2017
Public Works
St. Lucie County, FL
Joe Cicio
From: Joe Cicio
Sent: Tuesday, March 21, 2017 8:56 AM
To: SCANNED 'Irv@anatomconstruction.com'
Cc: BY Joe Cicio; James Clasby
Subject: St. LUCIe Golin l' Second Review for Revisions
Attachments: Report_FL_Review_Comments_Noncompliantjrf.pdf
Dear St. Lucie County Permit Applicant,
Thank you for choosing to do business and invest in St Lucie County. St Lucie County is committed to assisting you
navigate the Building review process. Please know that County staff is committed to customer service and part of that
service is providing assistance and guidance with our processes. Please do not hesitate to contact us to further discuss
your building project as needed.
Please see the attached plan review comments which have been generated for your permit. As soon as we receive
the modified plans and any additional required documentation back from the design professional, contractor or owner
we will perform to permitting for permit issuance.
Thank You
x
Plans Examiner
Standard Building Inspector
Building Plans Examiner
One and Two Family Dwelling Inspector
One and Two Family Plans Examiner
St Luciz, C.ov vufy KvA A i,a g avt.& Servic
PC
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Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records
available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and /
or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error,
please notify the sender by reply e-mail and delete all materials from all computers.