HomeMy WebLinkAbout5515 SILVER OAK DRIVE PAPERWORK�A i
SECTION TOWNSHIP MAPNO.
'OS RANGE 4oG
ZONING I:AN6*USE LOT CVG % (0 L) TAZNO.
FLOOD ZONE A14 FJMMAP4 C:j IsrFLRELV i 1-1 MAX HGT -&.5
1'-OCCUPTYPE I MAX OCCUP # OF-FLRS
WATER SEVIER SPRINKLERS STORMWATER
LOT OF REC LOT OF REC (after LOT SPLIT LOTSPLIT
REOUIRED APPROVED
HABITABLE
AREA
(RADON)
SCHOOL
IMPACTFEE
TOTAL
SCHOOL
IWACTFEE
TOTAL
POLICENIRE
MISCFEES
ADDITIONAL
JOTAL
PERMITS
ofALL
REQUIRED
FEES
DATE FILED: 9-cpv- C:;��
PLANREVIEWFEE: 400.". -jgcEJPTNO.:,,5 PERMIT NUMBER: 0'705;� (2;9-&(��
CONCURRENCY FEE: RECEIPT' NO.: CERT. CAP- NO.:
ALL INFO MUST BE COMTLETE & FILLED IN TO BE ACCEPTED
St..Lucie Count -.Xaf(-
y Building an d Zoning A4W04
2300 Virginia Avenue &"d P/
Ft. Pierce, FL 34982-5652
772462-1553
APPLICATION for BUILDING PERMIT
CERTHICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
1. LOCATIONISITE ADDRESS: ee'0&'L- z��
2. SA) NAME: Z5 SITE PLAN NAME: .
3. PROPERTYTAXID#:
4- LEGALDESCRIPTION (attach extra sheets ikfiecessary): �y-Akc,(7!jR�\jo�C
k 2 � \---As \4 Q O-n A L� 3 (MTp -3ki 1.1 (09,- UM 23US)
5. PLAT 6. PAGE 7. BLOCK 8- LOT
BOOK NO. 67 NO. 2z - No.42-
9. PARCELSIZF: ACRES/SQFT. LOTDIMENSIONS q-A-A --),-�,QO
L k3q (60L kz�- =0 0 1
.�c�\e-6
10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: ):)oa � <" 9V
1,01ri j-,\ --t- - z774�5 —1a - c2o) pjSr9--c7-( 6 A �WTP- jeekl- &t A D
II. SETBACKS (ACTUAL) FRONT: BACK: RIGHT: LEFT - q7
SIDE SIDE
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
[Cl, NEW CONSTRUCTION EXPANSIONIADDITION INTERIOR RENOVATION
RESIDENTIAL INDUSTRIAL
OTMER (SPECIFY) 7D���
13. u DESCRIPTION OF PROPOSED USE: 7)�,nV-A 01�1
14. C)Sq. FUCONSTRUCTION: 15. Sq. Ft. Ist Floor
16. VALUE OF CONSTRUCTION: $ 3 (0 - Ott
e;,, 17A 9 -
Thevalue of construction is wed to determine the amount ofpermit lecs to be messed. St. Lucic County reserves the rjgbtto question'andfor mGdify the indicated
value ofconstructian if it is demonstrated that the submitted figures =not consistent with similar types ofconstruction activities. If the value is $2500 ormore, a
RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02 X-T'C
.3 Y5(-
OWNER -INFORMATION
ADDRESO QQ-\,0)r
.CITY: �9 F—k STATE: ZIP '3 Ltc�
PHONE JME): email'
(DAYT
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNFRl IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW. -
FEE SIMPLE TITLEHOLDER:
ADDRESS:
CITY:
PHONE (DAYT2vffi):
CONTRACTOR INFORMATION
STATE-
FAM
ST. of FL REGJCERT #: , 0 Q2W 0� ST. LUCIE COUNTY CERT #:
BUSINESS NAME:
QUALIFIERSNAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME): FAX NO.
ARCHIT/ENGINEER:'
ZIP
email:
ADDRESS:_00t� Vn;_��o OCC_)�
CITY:h��_�95 STATE: In 0 ZIP
PHONF(DAYTIME): 4Z1V 6 Z_/' 0
BONDING. COMPANY:
ADDRESS:
CITY:
MORTGAGE LENDER:
ADDRESS:
CITY:
STATE:
STATE:
ZIP
W2
0
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.
M
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, FOOLS, FURNACES, BOILERS, HEATERS, TANKS,
AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
The -following building.permit applications are exempt hi�iom undergoing a full conciurency review. room additions, accessory
structures (all t3T�es), swimming pools, fences, walls-, signs, screen rooms, utility substations & accessory uses to'anothdr 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 COMIVEENCEMENT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR Tins BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE,
AND INTEREST THAT IS SUBJECT TO AS A CONDITION OF THIS
PERMIT YOU PROMISE IN GOOD FAITH TODELIVER A COPY OF THE ATTACHED
CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT
TO ATTACHMENT.
WNIR'S VIT': 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.
CONTRACTOR SIGNATURE
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledg
before me this_,? day o 2 b
w v oisl
o is ersonall
p y I =00
0 to me who has roduced V.
as identi icatio �jj_
n.
N.
Signature
4tVer-A
yg
or Print N*e of Notary
STATE OF FLORIDA
COUNTY OF
Tife foregoing
before me this
known to me or
1�y',617 —1 20� by
. who is personally
has produced
as identification.
or Print Name ol Notary
Commission No. — (Seal) /CommissionNo. Seal)
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR
THIS BUILING PERMIT AS AN OWNEWBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN
THIS APPLICATION INXHE OFFICE LISTED ON THE FRONT OF THE APPLICATION.
For specific instructions see appropriate permit checklist.
APR
i
�LEGAL DESCRIPTION:
Lots 42 & 43 In Block 22 of
INDIAN RIVER ESTATES
UNIT SIX
according to the plat thereof
as recorded In Plat Book 10
.page 57 of the
Public Records of St. Lucie
County, Florida
ABSREVIIATION�:
IR.O.W. = Right of Way
CONIC. = Concrete
R = Radius of curve
'L = Length of curve
A= Delta of Curve
MEAS. - Measured
SET - Set 5/8' Iron Tabor with
yellow cap marked 'PSM 5543'
C.L.F. = Chain Link Fence
S.F.=Square Foot 'P.
F.F.E.=Finlshed Floor Elevation 0-44P
(*)=Not verified by field measurement
FD--Found 5/80 Iron Rebar
SILVEROAK DRIVE
W Nox
-WOL & SEPVC
I
MIN� SETBACK REO.
FRON T- 25 1
SIDES to,
CNR SIDES
REAR_ Of
ZNG. GR
TECH.
SURVEYORS NOTES:
1. Unless otherwise noted only platted easements
are shown hereon.
2. No underground utilities or Improvements ware
located unless otherwise shown.
3. This site lies within Flood Insurance Rate Map
Zone AE El. = 17.0.
4. Flood Zone shown hereon Is an Interpretation
by the surveyor and Is provided as a courtesy.
The flood zone should be verified by a
determinatl On agency.
5. Bearings shown hereon are based on the East
line of Lot 43 Block 22 as being N00'00'006W
according to the Plat descrl bad hereon.
6.'P.U.D.E. deriptes Public Utilities and Drainage
Easement.
7. All Lot dimensions shown are per plat unless
otherwise shown.
5515 SILVEROAK DRIVE LAST FIELD DATE:
SCALE-X'�:61- Atlantic Land Designs BOUNDARY SUR
DATE-1 2/4/02 of the Treasure Coast Cott I I I ad to: Daniel and Lela Abbate
DRAM: ALH 10664 South U.S. I Town & Country Home Buildersjnc.
Port St. Lucie, Fl. Fidell National Title Insurance Company of New York
2002-1 (561) 395-4290 Firstl4ational Bank and Trust Comocnv of the Treasu
I hersbj certify that the survey shown hereon Is true a
DATE: REVISIONS and Is Dead on actual meaBourements taken In the field
— 70 REVISE NO TH ARROW & BM Florida administrative code.
1074 —2 survey met@ the Minimum Technical Standards of Chapter
NOT VALID WITNWT YNE
SIGNATURE AND ORIGINAL
LICENSED SHAM AND VAPPER , f 1. 5543
0
'=a C a a
RAISED SEAL OF A FLORIDA Pr(ftl 11AI su'
CIO r,,j1r'rip;S;
N
I '
LEGAL DESCRIPTION:..
,Lots 42 & 43 In Block 22-ot
INDIAN RIVER ESTATES
UNIT SIX
according to the plat thereof
as recorded In Plat Book 10
page 57 of the
Public Records of St. Lucie
County, Florida
ABBREVIATION�-.
R.O.W. - Right of Way
CONC. = Concrete
R = Radl Us of curve
L = Length of curve
A = Delta of Curve
MEAS. = Measured
SET - Set 5/8' Iran rebor with
yellow cap marked OPSM 5543'
C-L.F. = Chain Link Fence
S.F.=Square Foot
F.F.E.=Flnlshed Floor Elevation
(*)=Not verified by field measurement
IFD=Found 5/8' iron Rebor
SURVEYORS NOTES:
1. Unless otherwise noted only platted easements
are shown hereon.
2. No underground utilities or improvements were
located unless otherwise shown.
3. This site lies within Flood Insurance Rate Map
Zone AE El. - 17.0.
4. Flood Zone shown hereon Is an Interpretation
by the surveyor and Is provided as a courtesy.
The flood zone should be verified by a
determinatt on agency.
5. Bearings shown hereon are based on the East
I I no of Lot 43 Block 22 as bein
according to the Plot describedghNe'reoo"no"OOW
6. P.I.I.D.E. denotes Public Utilities and Drainage
Easement.
7. All Lot dimensions shown are per plot unless
otherwise shown.
SILVEROAK DRIVE
of RAI
KOO
—Val. & SEP11C
LN90VO'000 E 66.00' N 90'0O'0Owx1LLmN6600"0w1(%A
Bpi
V"R;
CS
CHO
Ell STORY CONC. BLOCI(j
RRE-20.0
.V I
I
ffm
4-4
2W
SCREENED
Po
ib
Cn
Cc FL
proved
"M
WL0
ci
n
G7 16 2007
LL:
6
.1 lop P
N90WOTW 66.00' 'N9OWOTW 66.00'-
IYI 1107 F OARD TIE—IN 5515
S I LVE OAK DRI E LAST
FIELD DATE: 10/11/07
SCA..LE: P.7.�—O'
Atlantic Land Designs
BOU-N-OARY S U R—V F�.�—y
DATE:l 2/4/02
of the Treasure Coast
3353 NN MAIN AVENUE
Carl If I ad to: Daniel and Lela Abbate
Town & Country Home Builders,inc.
DRAWN:'�ALH
Jensen Beach, -FL, 34957
(772) 398-4290
Fidelit National Title Insurance Compon of New York
trqf nfinnni P.nl,—O..4 T e gapire Cbgst
2002-1164
DATE:
REVISIONS
that
hereby certify the survay shown hereon Is true and correct
and Is based on colival mosour=nts taken In the field. This
survey maet@ the Allnimum Technical Standqrde at Chapter 61017
Florida administrative code.
NOT VALID WITIM TIE
SIGNATURE AND ORIGINAL J I;, it.
10/4/02
REVISE NORTH ARROW & BM
12/4/02
rnR%mnARn TW
ADD FLOOD INFO
8/20/03
r,f,,:m .A
RAISED SEAL OF A FLORIDA lena. �
LICD= SuilyM AND WpM a Uj,'. 5U3
�7-
b- . k �/ Since 1952 \-11
070?�t)lLf #Middletono
�LAWN & PEST CQNTROL
middletonpestcom * badtermite.com
1900 33RD STREET a ORLANDO, FL 32839-8856
1-866-FLA-FROG
(1- 8 6 6 - 3 5 2 - 3 7 6 4 1
NOTICE OF PREVENTATIVE TREATMENTS FOR TERMITES
(as required by Florida Building Code (FBC) 104.2.6)
ADDRESS OF
TREATMENT
OR LOT/BLOCK
OF TREATMENT
1�
L-�
Date Time Applicator
Prodijct used Chemical used (active ingredient) Number of gallons applied
0
Percent concentration Area treated (square feet) Linear feet treated
Stage of treatment (Horizontal, Vertical� Adjoining Stab, retreat of disturbed area)
As per 104.2.6 — If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed
prior to final building approval.
if this notice is for the final exterior treatment, initial and date this line Initial Date
NOTICE 76 4: 1�0 NOTICE
Since 1952
Middletoff Branch Address
LAWN & PEST CONTROL
middletonpest.com - badtermfte.com
�HA� INSPECTED AND/OR �TREATED THIS PROPERTY FOR
�SUBTE�RRANEAN TERMITES
El DRYWOOD TERMITES (S�PT TREATMENT ONLY)
OTHER
BY APPUCATION'OF 0 TERMIDOR 1-1 BORA-CARE
0 OTHER
DATE
WARNING - IT IS A VIOLATION OF FLORIDA STATE LAW (CHAP 482-226) FOR
ANYONE OTHER THAN THE PROPERTY OWNER TO REMOVE THIS NOTICE.
CALL 1-866-FLA-FROG (1-866-352-3764) WITH ANY QUESTIONS ON TREATMENT
NOTICE NOTICE
Q� mimimn ftst Contmi, Im. MPMM05 O� R.��MBF�7457-7414
COU T
F L 0 R I D A -
Permit#: 20070916
NOTICE OF
TATION REMOVAL
EXEMPTION
Fee: $30.00
Property Owner: Mr. Daniel Abbate
Project Name: Indian River Estates
Date Issued: 09114/07
Date Expi�q�,-,ypqri-qompjetion of work or,OW14108
w ccqrs-first.�',-,"
(�qe r-,o
Contractor: wrier
Parcel ID#: 3402L607-0264-000-4
Project Location:,
Property 8 ' iiiiQ'I
Project 1)4s��Uptio
Field
1. Hi
Wetlands'- . -No
2. WILDLIFE,-'.N
3. VEGEfA�io- N
ISSUANCE.
4. SIGNIFICANT
5515- ilver a r. it
a
-i-ed"
getationin thejarea',Mproposyd-C
entiaL
ified
i6e We, f
nt
��n6'6bserve
REMOVAL: no vegetation to be removed. PLEASE - READ CONDITIONS OF
ARCHAEOLOGICAL OR HISTORIC FINDINGS: None identified.
Conditions of Issuance:
• According to St. Lucie County Land Development Regulations (Chapter 6.00.04) this project qualifies
for a Vegetation Removal Permit Exemption.'
• This property contains native vegetation that is not authorized to be removed at this time. Please be
advised that heavy machinery shall "OlD any native trees to be preserved as to not cause root
compaction or excavation.. metal, wood, safety fencing or other durable
A conspicuous, suitable protective barrier, constructed of
material, shall be placed and maintained around the perimeter of the protected area to form a
continuous unbroken boundary, around individual protected trees, or groups of protected vegetation,
or other protected areas, as follows: ge of groups or areas of protected vegetation
At a minimum distance of either ten (10) feet from the ed
or from the radius of the dripline from all protected trees, whichever is greater; or
As otherwise provided in special conditions attached to a Notice of Vegetation Removal.
Special care shall be taken that preservation areas are properly marked and highly visible so that
equipment operators can see the limits of permitted removal activity.
I
BUILDING PERMIT FOR
ALUMINUM STRUCTURES
"PRE -REVIEW CHECKLIST"
YES NO
APPLICATION COMPLETE
ASSOCIATED DOCUMENTS COMPLETE
Z'vvou
11 PLOT PLANS / SURVEYS COMPLETE —
11
11
11
PLANS, PHOTOS9 PLOT�PLANS MATCH
ENGINEERING CORRECT / COMPLETE
cocoeyw.
-4114
2 COLOR PHOTOS WITH . ADDRESS# V/A
2 ENERGY CALCS SIGNED (CURREN T EDITION) -IV/4
11 2 MANUAL J CALCS (CURRENT EDITION)
PRODUC 21004
NOTE
THIS 13 A COURTESY PRE -REVIEW ONLY AND DOES
NOT CONSTITUTE A COMPLETE ZONING OR PLANS
III
EXAMINER REVIEWb o ,
jo
�' I
Ala
O'K
W
IL14
a
e
1798 AGORA CIRCLE S.E. SUITE 5
PALM BAY, FLORIDA 32909
250 S.W. 13TH AVENUE
POMPANO BEACH, FLORIDA 33069
FIELD DENSrrY TESTS OF COMPACTED SOELS
DATE: -10/10/07 ORDERNO: 07-2886 PEPMITNO.
CLIENT: DANIEL ABBATE
ADDRESS:- 5515 SILVER OAK DRIVE, FORT PIERCE, FLORIDA 34982
PROJECT:- PROPOSED SHED BUILDING PAD
ADDRESS:- 5515 SILVER OAK DRIVE, FORT PIERCE, FLORMA
MATERIAL DESCRIPTION: BROWN SILICA SAND
LOCATION: N.E. CORNER OF PAD
LOCATION: S.W. CORNER OF PAD
LOCATION: S.E. CORNER OF PAD
FIELD DENSITY METHOD kS.T.M. D-2922
DRY DENSITY P.C.F. IN THE FIELD 102.7 103.5 102.9
• MOISTURE 8.7 9.9
• COMPACTION IN THE FIELD 96.7 97.5 96.9
• COMPACTION REQUIREMENT 95%
PROCTOR VALUE, P.C.F. 106.2- RECEIVED
OPTIMUM MOISTURE, % 12.7- OCT 1 6 2007
LABORATORYNO.
P-1950
DEPTH IN INCHES 12
PROCTOR A.S.T.M D-1557 METHOD
RENLARKS:— SOIL NOT TESTED BELOW FOOTERS
TESTED BY: SL
CHECKED BY: KM
As a mutual protection to clients, the public and our selves, all reports S I'P
me submitted as the confidential property of clients, and authorization FpDMZ,0X ENGRqEERING & TESTING
fbr publication of statements, conclusions or extracts from or regarding FLORIDA RIEG. 0395 94
our reports is reserved pending our witten approval.
A density test determines the degree of compaction of the tested layer ofmaterial only. A density does not replace a soil bearing capacity determination
% St. Lucie County Building & Zoning
I - . . 2300 VirginiaAve
OW—)
Fort Pi�rce, Fl, 34982
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
will be using the foHowing sub -contractors for the
(CompanylIndiviouaIName)
p roj e c t I o c a t i d a t Y L t7- 01+e D f--
(Street address or Property Tax 11) #)
it is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately advise the Building an d Zoning Department of St Lucie Co unty.
Tradet.
Name of Company/Contractor
St. Lucie County/
State of Florida
License Number,
Electrical
ju) Ojej- �08j: e-(
Plumbing
11VAC/
Mechanical
Roofing
Gas
PERMIT
w.f ISSUE DATE
NUMBER: 0-70q,M44
ST. LUCIE COUNTIV PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
. BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number:
State of Florida Certification Number (If applicable);
V
(Company
have agreed to be the
sub -contractor for
(TypLof-Tz-4de)
(Primary Contractor)
for the project located at 5_375� -D/-
(Project Street Addressor Property Tax ID ff)
lt is understood that, if there is any change of status regarding our participation with the
above mentioned project, I will immediately advise the Building and Zoning Department
of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV
No. 004-00)
BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License)
ORIGUGI, 4G&ATURES ARE REQUIRED
&1dNA`i1M PRINT -NAME
Business Name:
Address-
City/State/Zip: &r t -e 41_e�fi
Thone: ��o -9,� 0 email:
L
St. Lucie County Building & Zoning
2300VniviftiaAvenuo FL Pierce, Fl, 34982-5652
Tel. 462-1553
OWNEWBUILDER AFFIDAVIT -ELECTRICAL CONTRACTING
DISCLOSURE STATEMENT
F.S. 489.503 (6)
State law requires electrical contracting to be done by licensed electrical contractors. You have applied for apermit
under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical
contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or. a sfiigle�liandycr
duplex residence. You may histall electrical wiring in a commercial building the aggregate construction costs of which are
iinder$25,000. The home or building must be foryour own use and occupancy'. Itmaynotbe builtfor sale or lease. Ifyou
sell or lease more than one building you have wired yourself within I year after the construction is complete� the law will
presume that you built it for sale or lease, Which is a violation of this exemption. You may not hire an unlicensed person as
your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your
responsibility to make sure, that people employed by you have licenses required by state law and by county or municipal
licensing ordinances. Failure to do so may result in a liability for you!
To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit
application.
I hereby acknowledge that I have read and understand the above disclosure statement and that I further
understand that any violation of the terms of the owner/buil.dei exemption shall be reported by the Community
Development Director to theylori�a State Department of Professional R illation. Signed and acknowledged on
this 6JI day of,&/V, 20 07 -1 I-f 77
STATEOFFLORIDA
COUNTY OF
instrument was ackii led e day 20 by
of 2 67
5iqgfi� who is peorwsonagil own to me or ho has lyr;d!eed
5Z;;f .
as ideuti i
eal)
bFNOTARY T�Te or Print Name cdNotary (S
Title: Notary Public
Commission Number
St Lucie County Owner Builder Affidavit -Electrical Contracting
St Lucie County
Buildi Zon'ing Department
"J Arginia Avenue.
IWIFIN Fort Pierce, Florida 34982
(772Y462-1553
OWNERJBIJILDER AFFIDAVIT DISCLOSURE STATENIENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you,. as the owner of your property, to act as your c%vri contractor even
though you do not have a license. You must provide direct. on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or-two-familv residence or a commercial-building-at'a cost of
under S25.000.00. The building or residence must be for your own occupancy. It may not be built or substantially
.improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one year after the construction is complete, the law will presume that you built or substantially improved it for sale
or lease. which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or
to supervise people working on your building; it is your responsibility to make sure that people employed by you
have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done.
Any person working on your building who is not license4snust work under your direct supervision and must be
employed by you, which means that you must dedu6t F.I.C.A. and withholding tax and ovide a'
Pro
compensation for that employee, all as prescribed by law. Your construction must comply with all ai abl aw
ordinances. building codes, and zoning regulations. al
I understand that the building official and inspectors are not there to design or give advice on w t meet
the minimum code. Initia
I understand that as an owner -builder that any contract disputes with sub -contractors and I mus e ndled
in a civil court wi th the advice of an attorney. This department will notmitigate any contract disputes 10
Initia' nu —
I understand that if I compensate any person or company for work performed' they J:ra rc iredf 0 �e
e c )le 0
e
licensed in this jurisdiction. If for some reason they do not possess a hicense, I maybe responsib n &1'r t h�
cost of the license. Initia
I understand that if any person that is unlicensed and uninsured gets injured on my construqi6n-ph�ect-
they may be entitled to workmen's compensation. I could be held liable for all do
ctor, lawyer and la d me ical
J�
a ��
cost, which could include loss of w., Pea during recovery from their injury. Initia
To qualify for this exemption under this subsection, an owner must personally appear and sign the buildmg
permit application and initial the above.
I hereby acknowledae that I have read and understand the above di closur st Itlement and that I further
o I c'Os'
understand that any violation of the terms of the ownerlbuild xe
er exemp h sha e p rted by the Building and
y
_ulal_
10
Departmeo- lope Florida State Department of Professional -ulaiion ig ed Lad acknowledged on this
�Mayof of 20
I.
Wer Signature
STATE: OFFLORID.Q�(_
COUNTY OF _>fEi 041117,e�
,-The forsaoing in.,uument was acknowledged before me 1h d
who is personall
.Z:k7.io,n toy
a� identification.
Sianmu-c of"S*o!ary
Title: NNar% PLI!114�
Type or Print Name c
Commission Number
4', , 20-0.7 by
who has produced
(Sea])
H
"UMP RSY
AUDREYS.HUMPHREY
"':y
My COM
FW� MISSION # DO 633047
6
Wr EXPIRES: March 6,20il
a pok om�'m
W Not" Pu
ondedThLbreendom6tm
ST. LUCIE COUNTY
BUILDING &ZONING
230D VIRG1141A AVENUE
FORT PIERCE, FL 34982-5652
462-1553
FILLED LANDS AFFIDAVIT
1, the undersigned, am the owner of the following described property:
I
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number MCA-M&4 , 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.
Property Owner Name
STATE OF FLORIDA. COUNTY OF %S'( '
Property Owner Signature Date
ACKNOWLEDGE DBEFOREMETHIS 0�( DAY OF <=214�77L' .2007
-WHO Is PERSONAI(;Y:K:NL0WNTOME� WHOHASPRODUCED
AS IDENTIFICATION.
"IV �au (Den
SIGNATURE WINOTARY TYPE OR PRINT 14AME OF NOTAR.
NOTARY PUBLIC TITUE
AUDREY B. HUMPHR
My COMMISSION # DO 6=7
EXPIRES: March 6,2011
r3wdedThrUN0tMPUbUCUnd8-6"
COMMISSION NUMBER
(SEAL)
Property Appraiser - St.Lucie Co�nty, FL Page 1 of I
PROPERTY RECORD CARD
Daniel Abbate Record: I of 1
<<Prev' Next Spoc.Assmnt Taxes Exemptions Permits Home Print
Property Identification
Site Address: 5515 SILVER OAK DR
ParcelID: 3402-607-0264-000-4
SecrFown/Range: 11 :36S:40E
Account#: 37126
MapID: 34111 N
Land Use: SF Res
Zoning: RS -3
City/Cnty: ST. LUCIE COUNTY
AMP k
Ownership and Mailing
Legal Description
Owner: Daniel - Abbate Lela Abbate
INDIAN RIVER ESTATES -UNIT 06-BLK 22 LOTS 42 AND 43 (MAP
Address: 5515 Silver Oak Dr
34/11 N)(QR 1598-2368)
Fort Pierce FL 34982
Sales Information
Assessment TRIM Total Land and Building
Date Price Code Deed
Book/Page 2007 TRIM: 2MOO Land Value: 118800 Acres: 0.91
9/10/2002 24000 00 WD
1598/2368 Assessed: 190408 Building Value: 166000
10/25/2001 100 01 WD
1556/2493 Ag.Crecit: 0 Finished Area: 2098 SqFt
10/25/2001 17500 00 WD
1488/1386 Exempt: 25000
3/l/1973 2100 00 CV
0212/0093 Taxable: 165408
Proposed Tax: 3136.34
BUILDING INFORMATION
Exterior Features
View:
RoofCover;
SO - Dim Shingle
RoolStruct:
HP - Hip
ExtType: HC+ - HC+
YearBlt:
2003
Frame:
Grade: C+ - C+
EffYrB1t:
2003
PrimeWall:
BS - CB Stucco
StoryHght: 0010 - 1 st�ry
No.Units:
SecWall:
Interior Features
BedRooms: 4
Electric:
MX - MAXIMUM
PrmintWall:
DW - Drywall
FullBath: 2
HeatType:
FHA - FrcdHotAir
AvgHt1FI:
1/2Bath: I
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C: 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Oty.
Units Qual. Cond.
YrBIt.
No. Land Use
Type
Measure Depth
ENC2 - POOL ENC-AVG Y 1
828 AV AV
2003
1 0100-SF Res
Bi -Front Ft
132 300
SWAV - RES POOL AVG Y 1
420 AV AV
2003
PA01 - POOL DK-AVG Y 1
408 AV AV
2003
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME E�UT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
MIN. SETBACK REO.
MIN
r
MONT
SIDES ID,
oell, C
CNR SIDES
REAR
Z Z
NG'
TECH. L!A!E
http://www.paslc.org/prc.asp?prclid=340260702640004 9/21/2007
Code Compliance Divislon
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
hftp:llstiucleco.gov/ce
Date: 21 September 2007
Job Address: 5515 SILVER OAK DR
Received By: humphreya
Paid With: CA
Paid By: DANIEL ABBATE
Building
Receipt
Sign:
Receipt #: 0000057584
ermitNumber: SLC- 0709-0264
Amount: $100.00
�redit Cud Number:
Check Number:
Building
Code Compliance Division
Receipt
2300 Virginia Avenue
Ft Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
http:llstiucieco.gov/ce
Date: 08 October 2007
Receipt #: 0000057996
— Job Address:-5515 SILVER OAK DR
dmitNumber: SLC- 0709-0264
Received By: goycochb
Amount: $499.10
Paid With: CA
Paid By: LELA ABBATE
Sign:
�redit Cud Number:
Check Number:
EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3117580 OR BOOK 2889 PAGE 2070, Recorded 10/08/2007 at 11:56 AM
PFRhCrrMRvfBVR
01OR , b2Uq 2LOTICEOFCOMMN
The andmismoi hereby gi�an meet tha,bopm,me, at be Me 0 ream'umd PMP"W, and in totmIdec-1 lid, Chapt,rM,
Florida Saa� the fOIlOv�ngledharefioni3provided in the Notiee ofCoaromumut
1. nuotarrzoriornomn (Leo dmuipdonmds�daddunifavagbl.)T�nuo�n:
SVM)1VL&[0N I aj&Ln &*, j q (r-
�!�An
2.
3. tivrmoaviForounoll: LN�
Ack Ab)on�f
S� V. n A- Q --"5 L 1 1
4. co�=RINAMADDRM�Momr..,
5.
6.
17. Persoas within the State ofFloridadesigaeod by Oonerapom whomne, modw demarcate maybe smcd pr i
Section 713.13 (1) (a) 7., Florida Steatite, t" as ov dd by
'ndd"onw"m"f"'mcl&O�dmig�th-foUmi�gtom=ivcampyofd�Limar'sNotimupovidedinSeedn
713.13 (1) ft Florida Stem-;
9. Eviration date oftofite ofearmommma (the expiration data it I ywfrom the date ofrecomling unloss a diffmat date is
sPC-ifiCd)--2Q—
S 94ALI�4
or �,t or
0.ee. Athorlzed Officuffilrectar/PArtner/Manager
State ofFlorida -
County of - t'. Lucie
The fbargoing iaStIoneetwunekwWoelpdbeforem, thi,
- 1 -1 AN-X--A -
—Pers.nallylmo�, -pd,,odftfbljawlr8,4,a
N"tj--v
Under Penalties ofpcdmy. I declare that I have read the fortgoing md act the facts in it M hue W the but Ifery lentrwledg, ead
bdid(Section 92.52S, Florida Stworm).
Offlo"I 101,cewr/ P.mewmem, be 11,1d .1,:
BY
0 �V-()fkjDP' 1 /;�7% -"!,
Cu
10-05-07;11:43AM;
;772 460 7635 # 1/ 3
Ccpvtfto FL
Messctoe:
StIst coast Division
d1bla carage Door 1>epot
500 Kitterman Rood
Port 5t. Lucie, FL 34952
(M) 460-7630
(772) 460-7635 fax
i=AX Tr-ANSMITTAU i=0XM
To:
From: Connie Grace
Phone: I Date: CA
Fax: QL0a-(0Ljq-3 #Pages
*-Ak*RzpLd AzAp
FILE COPY
***l>Leasa r"w
D cf b 6drage Door-1 ** Servifig FIMMO
FILE COPY
Florida;.Building Code Online
Page 1 of 4
COMDAUNFitr PLANWtO
HOPS1 '9'00MMUNITY
§F�
BCIS Home I Log In I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Lin
Product Approval
USER: Public User
FILE COPY
Product Approval Menu > Product or App ication Search > Application Lis > Application Detail
L— - -
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
FL3026-Rl
Revision
2004
Approved
Clopay Building Products Company
8585 Duke Blvd.
Mason, OH 45040
(513) 770-6062
mwesterfleld@clopay.com
Scott Hamilton
shamilton@clopay.com
Exterior Doors
Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architec
Licensed Florida Professional Engineer
re—i Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name Gary Pfuehler
who developed the Evaluation Report
Florida License PE-49850
http://www.floridabuilding.org/Prlpi�-app—dtl.aspx?param=wGEVXQwtDqsjfpmx6jjBVv'E5hafOlo2fjWfOZ... IQ/5/2007
Florida.Building Code Online
4 1 'A
Page 2 of 4
Quality Assurance Entity
Validated By
Certificate of Independence
Referenced Standard and Year (of
StafidziFd)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Intertek Testing Services NA Inc
John E. Scates, PE
Standard Yea
ANSI/DASMA 108 200
FILE COPY
FBC 1714.5.3.1
Method I Option D
06/03/2005
06/09/2005
06/16/2005
06/29/2005
Summary of Products
Go to Page Page 2
JFL # =FModel,
Number or �Na m e�j
Description
3026.21
W6-16: 4400, 4401, HOG,
Double -skin Insulated (ex , terior skin 27
HbGL, 4300, 4310, 4301,
interior skin 27 ga. min.) Double Car (9'
SP20, SE20, SF20, 66, 67,
16'2"wide) WINDCODE@ W6 Garage Do
68, H400, H401, H310,
H300,H301
Limits of Use (See Other)
Installation Instructions
Approved for use in HVHZ:
Verified By:
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
Design Pressure:
Other: 1) Design Pressures: +37/-40 2) For
Use Outside the High Velocity Hurricane Zone
W6 73, 75, 84A, 94, 42,
Steel Pan (min. 25 ga.) Double Car (9'2
48,4RST,6RST,H73,H94,
16'2" wide) WINDCODEO W6 Garage Di
114ST, H6ST, 110R, 120R
Limits of Use (See Other)
Installation Instructions
Approved for use in HVHZ:
Verified By:
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
http://www.floridabuilding.org/pr/pr�-app—dtl.aspx?param=wGEVXQwtDqsjfpmx6jjBWE5hafO/o2fjWfOZ... 10/5/2007
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FILE COPY
MIAMI. =ADEO MIAMI-DADE COUNTY, FLORIDA
ON METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DrVISION MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
Jeld-Wen
31725 Highway 97 North
Klamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miarai-Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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 1�fiami-Dade. County Product Control
Division (In Miami Dade. County) and/or the AFU (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane
ZODe of the Florida Building Code.
DESCRIPTION: Jeld-Wen Steel, Steel Edge Door in an Adjustable Steel Frame (in -swing)
APPROVAL DOCUMENT: Drawing No. S-2083, titled "3'x 7' Opaque, 1. S. Steel Door in Adjust. Frame,
sheets 1 through 5 of 5, prepared by PTC, LLC. dated 01/16/01 and last revised on 02/21/07, Signed on 03113107
by Eric S. Nielson, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and expiration date by the Miami-pade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 terininate 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 and renews NOA 01-0122.10 and consists of this page 1, Evidence page El, as well as
approval document mentioned above.
The submitted documentation was reviewed by Mohammed 1qbal Shaikh, P. E.
NOA No. 07-0314.04
Expiration Date; April 25, 2012
Approval Date: May 17,, 2007
Page I
a It 0
Jeld-Wen
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
—1. Manufacturer's die -drawings and sections.
2. Drawing No. S-2083, titled "Y x 7' Opaque, 1. S. Steel Door in Adjust. Frame, sheets 1
through 5 of 5, prepared by PTC, LLC. dated 01/16/01 and last revised on 02/21/07,
Signed on 03/13107 by Eric S. Nielson, P. E.
B. TESTS
1. Test report on 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94(Not tested)
4) Large Missile Impact Test, SFBC PA 201-94
5) Cyclic Loading Test, per SFBC PA 203-94
along with marked -up drawings and installation diagram of single outswing
opaque steel doors, prepared by Certified Testing Laboratories, Test Report No.
CTLA641W, dated January 05, 2001, signed and sealed by Ramesh Patel, P.E.
(This test report has been revised by addendum letter dated August 23, 200 1,
issued by CTL and signed and,sealed by Ramesh Patel, RE).
C. CALCULATIONS (Original in file#01-0122.10)
1. Anchor verification calculations, dated 02/19/07, 2001, prepared by PTC LLC,
signed and sealed ON 03/05/07 by Fric S. Nielson, P. E.,
D. MATERIAL CERTIFICATIONS
1. None
E. STATEMENTS
1. Letter of conformance to 2004 Florida Building Code an d no financial interest,
dated 03/05/07 signed & sealed by Eric S. Nielson, P. B.
2. Letter of submittal dated 03106107 by Jeld Wen, signed by Mr. S. Saffel
3 Statement letter of compliance, as part of test report, issued by Certified Testing
Laboratories, Report No. CTLA641W, signed and sealed by Ramesh Patel, P.E.
4 Addendum letter dated August 23, 2001, issued by CTL and signed and sealed by
Ramesh Patel, P.B.
.F. OTHER
1. None
E-1
Mohammed lqbal Shaikh, P. E.
Sr. Building Code Compliance Specialist
NOA No. 07-0314.04
Expiration Date: April 25, 2012
Approval Date: May 17, 2007
39.625- MAX CIA UNIT WIDT14 39.625' MAX 01A UNfT WIDTH a Ty
JFI-IrWEN(s) Steel Doo 36- MAX. DOOR PANEL WID 36- MAX. DOOR PANEL WID
STEEL STERB. EDGE;-4-OPAOIASM
INAMADVI(SrABIESALIrSTEEZ, FRAME z
0
....................
GENERAL IN
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH ME 200.
FLORIDA BWLDING CODE AND "WZ' REOUIREMENTS.
z WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY I Li I
TO TRANSFER LOADS TO THE STRUCTURE.
J. PRODUCT ANCHORS SMALL BE AS LISTED AND SPACED
AS SHOWN ON DUMLS. ANCHOR EMBEDUENT TO BASE
MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABIE 1. PAGE 1.
S. PRODUCT FITTED WfTH SUMPFACF THREE 0 MEETS ME
PUN 4QHuH4
WATER INFILIM11UN HtUUlRLMUlo5 1C an ul I
SEE TABLE I PACE 1. 1 C-i x 00 na
PRODUCT FITTED WITH dM 0414 THRESHOP D DOES NOT
.1 'Po, lsAltX 'PiNLIMAHUN PUN NMZ.
Egg
SEE TABLE 1. PAGE 1, & NOTE I
0
as
0
115SIDElYTIAL ENSUE-ATED STEEL DOOR WISTFEL SIDGE
(Op.lowltannecandinces) 0 a 0 z
z
Face sheals 24 go. (0.022") minimum thickness, Golmnized
Steel A-525 commercial qua;;Iy - AKDO per ASTM 620,
m sl
with nu.m.an e.g. y;.Id strength Fy-34,680 ad. par ci
CTLA-641W. ad ad 'k
Core desion Expanded polYstymne with 1.0 to as up
1.25 lb..1c. It dersity, by JELD-WEN ING. 14
0
a -
Panel CMrv,flon, Th. steel too. hosts .,a glued to the
aspunded .Iycfyma. (EPS). Th. t�p and bottom H.,
C
and the ..*do of;(.. am nal formed of 0.040 m�r. thick
test. Me to.. M. .1 the to, and aid. pro bent .., — '—, I — I
onto the soles and rule to make a machorical loaL At Q
the bottom the face skin is beat 90' wo, the ran, A ... of
a
lack b...k relaf.rcennent ;. used.
Frame Ccmetru,fi,n (Both Frame Tvneel The head jumbe
and Side Jumbo am a two piece formed steel frame. The B
a
a frame 13 f6go. galvanized steel The closure frame
formed from Ill,. ahrenit.al stand. The head jamb
esteade least (be Md. jamb.. The aid. jamb. h. lobs JELO-WEN STEEL EDGE DOOR IN JELD-WEN STEEL EDGE DOOR IN
that .,a Inserted into Mote in the header and are bent THE KEWANEE ADJUSTA-FRAME THE OUNBARrON REDIFLEX FRAME
cwa, 90' to (am . mechanical lock with the hand, The VIEWED FROM THE INTERIOR VIEWED FROM THE INTERIOR
units use . bump face threshold. I vi
a. 6
r TASLEOFCONTENTS 29
S sHr D RIPTION
HE 0 TnPf�l- ELEVATID
I lwl� ELEVAHO S & GENERA. NOTES TABLE 1, DESIGN PRESSURE RATING
* I CROSS SECTIONS WITH ME KEWANEE FcAME WHERE WATER INRLMT?CN WHM WATEIZ INFLITATION
* I GROSS SECTIONS WITH ME DUMBARTON FRAME UNIT TYPE RECIAINEMENT 6 NEEDED REQUaEldUff IS o= NEEDOD
* 1 ANCHUH LAYOUT MO DaALS (BOTH FRAMES) 1 +70 PSF / -70 PSF
* 1 UNIT COMPONEWIS & 6111 OF MATERIALS 3-0 WITH ADA I
THRESHOLD (SEE NOTE 1)
N
1. C`tPl BE USE) WHERE OVERtEAD
REQUIREMEM MEET ME 20" FOC
sEcylon R 4430.Z3.2.1
EE NOTE I
iSo MIN
19
0.25' KAX
0.75" MIN. EDGE DIST.-
SHIM
14
1
14
19
36
0.75*
MIN.
-3 SEE
EDGE
DIST.
NOTE I
0.25' MAX.
SHIM
r
1.50 IN.
M
24 2
35 20
EM B. TYP.
... . ...
17
SEE NOTE P2 SHT 14
7 20
94 FOR SPACING
SECTIO
NOTES.
INTERfG
EXTERIO
1. SNAP —ON TRIM PACKAGES ARE AN OP
AND CAN BE ORDERED FOR ONE SIDE,
1.75' MIN.
BOTH SIDES, OR NOT ORDERED AT ALL.
.. ...
PANEL THK
EXTERIO
17
1.75' MIN.
PANEL TFIK.
8
29
C.95,
1.25" MIN.
EMB.
2.50" MIN
INTERIOR
EDGE DIST.
VERTICAl CROSS
SECPON
IMPERIAL
.5" X
4" SADDLF THRESHOL
H
1.75" MIN.
PANEL THK.
z
-11.50" MIN. EMB
154
N
0.75" MIN.
EDGE DIST.
, 'A
MT
10 26
17
I
INTERIO
FXT9RIO
1.75" MIN.
PANEL THIC
19
SEE NOTE 1 0.75" MIN. EDGE DIST.
14
0.25' MAX. SHIM
14
19
LNOTE I
5. MAX.
SHIM
1.50' MIN.
EMIL TYP.
20 13
HO IZONTAL CROSS
\,t!,J LATCH JAMB TO BU K
NOTES:
1. SNAP -ON TRIM PACKAGES ARE AN OP770
0.75' MIN. EDGE DIST.J--�
AND CAN BE ORDERED FOR ONE SIDE,
BOTH SIDES, OR NOT ORDERED AT ALL
0.25m MAX.
_�7
1.25' MIN.
EMB.
()w MIN
T
2 �D
,50" IN
EDGE IS
_T
1.75- MIN.
PANEL THK.
--I
NOTE I
z
�A4
34 _V El
27
EXIERIO 19
1.75" MIN.
�ANEL THK.
INTERIOR
SECTIO
i4 L CT`OQB5UCK
z
EXTERI INTERIO 6 381" OC 6. INTMO EXTERIO >
C;
TYP. 16
INSTALLATION 1�
&oz m
SEE DETAIL 2 ANCHOR LOrAl7ON
TYP.
SEE INSTALLAI)ON NOTE 11 'o
P
L
SEE DETAIL I
TYP. g
6 0
7 F
n TYP.
—G) IN NOTES
6
1. ANCHORING SCREWS IN THE HEADER AND SIDE
JAMBS ARE IN THE FACE "LING FLANGE OF THE
FRAME. IF THE ANCHORING SPACING DOES NOT
TYP. BO ES Li FALL ON ONE OF THE PRE -PUNCHED HOLES, DRILL
A HOLE IN THE FACE NAJLIN0 FLANGE AT THE
CORRECT DIMENSION.
2. THE CLOSURE FRAME FOR BOTH UNITS ARE
8NCHORING LOCATIO ANCHORED WITH THE SAME SPACING AS THE RASE
FOR BOTH FRAM FRAME OF THE SAME UNIT. ANCHOR THE CLOSURE
VIEWED FROM EXTERIOR FRAMES WITH ITEM J14. SEE SHEETS 2 AND J.
DETAIL
TYP. 130TH FRAMES
4.50" 4.50:
�—L 8.00"=I� F7 8.00
KEWANEE FRAME HrNG DUNBARTON FRAME HING
REINEORCEMEN 7GA. H.R.S. REINFORCEMENT 7GA. C.R.S.
1.56"
___EO.22' 1.45*1
0.27 r�� r 1
�-VARIES W1_ T- 0.492 ---]-D33-
WALL SIZE T- -T
KEWANEE A11JUSTA-ERAME KEWANEE ADJUSTA- ME KEMNEE A(UUaTA-FRAME DUNBARTON REDFLEX FRAM
a4SE FRAME PROFft CLOSURE FRAME PROFIL SNAP -ON TRIM PROF71 SNAP -ON STEEL TRIM PROFJLF
16GA STEEL ?8GA STEEL I8GA STEEL 22G4, HOT -DIPPED 'GALV
':20.16' 1 7
0 Si>�fojs- L!��1.0 ,
--Tl 1.22'
T-- �l R—L 1 1--l.49'-1 1
�-0.14" [-0.25" 0.50- 0.55-
T- -7
FRAME WEATHERSATIP THRESHOLD WEATHERSRn TOP RAIL & STILES PROFILE DUNSARTON RED)FLEX FRAM
LEGEL O-LON QDST 675 SCHLEGEL O-LON ODS 650 0.040" ROLL FORMED STEEL SNAP -ON ALUM TRIM PROFILE
0.045 WALL ALUM EXTRUSION
1.73w 4 0
__2: 205:—1
1.22' ' rf
0 44Vqb\ 0-50,
0.66,
1.73. 01,
T- 36f ��c
I F -T
DOOR POTTOM RAIL PROFII E DOOR BOTTOM SWE THRESHOLD ADA .5 x 4 ME16EtMN RFQIFLEX FRAME
0.040" ROLL FORMED STEEL o.o5o' EXTRUDED ANYL 0.125" EXTRUDED ALUM SNAP -ON C56 VINYL TRIM PROM) 9
@ & @ 0.125 MIN WALL RIGID PVC
F
0.63, 0.65'
VARIES W1
WALL SIZE
2.1 1.88"
F DUNBARTON REDIFLEX FRAM
BASE FRAME PROFILE 1611A, CLOSURE FRAME PROFILE 18GA
262 28
38 IRED)REX ALUM. TRIM .045- THK. TYP.
EKKE
ALUM.
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0
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4
5/5 11 rvyp.
OPTIONAL
INNER CURVED ANOLE
LAROE OUTER CURVED
ANOLE
-2x(o WOOD 5TIU05
AT-2411 o.c.
.00b MIL VAPOR BARRIER
5/5" PL�rWOOP 5HEATHINC7
FASTENED WITH VoD NAILS
0241, Oz.
1/2"0 A.B. job'-O" O.C.
0 "'YP, BD, PARTMON
OCT 0 2 2007
Florida Building Code Online
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Mr" r" " M KIM11 AV
BCIS Home I Log In I Hot Topics I Submit Surcha�gie 'I Stats & Facts I Publi
CE1 1110, Product Approval
USER: Public User
FILE Copy
R_ro0_uS_tA2prQval Menp > Product or A lication Search > Apprication Liat > Application Detail
FL #
FL889-R2
Application Type
Revision
Code Version
2004
Application Status
Approved
Comments
Archived
01
Product Manufacturer
James Hardie Building Products, Inc.
Address/Phone/Email
10901 Elm Avenue
Fontana, CA 92337
,�909) 356-6366
�had.diercks@jameshardie.com
Authorized Signature Chad Diercks
chad.diercks@jameshardie.com
Technical Representative john mulder
Address/Phone/Email 10901 elm avenue
fontana, CA 92337
(909) 356-6366
jlm@jameshardle.com
Quality Assurance Representative
Address/Phone/Emall
Category Panel Walls
Subcategory Siding
Compliance Method j�yaluatlon Report from a Product Evaluation Entity
Evaluation Entity ICC Evaluation Service, Inc.
Quality Assurance Entity Inte�tek Testing Services- ETL/Wa rnock Hersey
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Florida Building Code Online Page 2 of 4
Validated By R I Ogawa & Associates, Inc.
Certificate of Independence
Referenced Standard and Year (of Standard Year
Standard) ASTM C1186 1999
ASTM C1186 1999
Equivalence of Product Standards
Certified By
Sections from the Code
1405.15
R703.10
U
Product Approval Method
Method 2 Option A
Date Submitted
11/10/2005
Date Validated
11/10/2005
Date Pending FBC Approval
11/28/2005
Date Approved
12/07/2005
Summary of Products
______jjModeli Number o�r
FL # Name�jDescription
1889.1 IiCempanel siding
Ifiber-cement cladding
Limits of Use (See Other)
Installation Instructions
Approved for use in HVHZ:
Verified By:
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
PTID 889 R2 T ASCE 7-02 wind load
calculation.pdf
Design Pressure:
Other: Fo r use in HVHZ install in accordance
PTID 889 R2 T ner-405 (April 2004).
PTID 889 R2 T NOA No 02-0729-.02.
with NOA 02-0729-02
889.2 �jCemplank lap siding
Ifiber-cement cladding
Limits of Use (See Other)
Installation Instructions
Approved for use in HVHZ:
Verified By:
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
Design Pressure:
t er: For use in HVHZ install in accordance
with NOA 02-0729-02
1889.3 JjCemsoffit panel
fiber -cement cladding
i n �It S -of
Pmits of Use (See other)
Installation Instructions
Approved for use in HVHZ:
Verified By:
1111111mun
— —
I
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Florida Building Code Online
Page 3 of 4
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
Design Pressure:
Other: For use in HVHZ install in accordance
with NOA 02-0729-02
1889.4 IlHardipanel siding 11fiber-cement
cladding
Limits of -Use (See Other)
Installation Instructions
Approved for use in HVHZ:
Verified By:
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
Design Pressure:
Other: For use in HVHZ install in accordance
with NOA 02-0729-02
889.5 111-lardiplank
lap siding jFfl&e—r-cement
cladding
Limits of Use (See Other)
Installation Instructions
Approved for use in HVHZ:
Verified By:
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
Design Pressure:
Other: For use in HVHZ install in accordance
1�iwlth NOA 02-0729-02
1889.6 �jHardlshingle
clad
fiber-cernent cladding
Limits of Use (See Other)
Installation Instructions
Approved for use in HVHZ:
Verified By:
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
Design Pressure:
Other: Not for use in HVHZ
1889.7 �11-lardishingle notc
Ifiber-cement cladding
Limits of Use (See Other)
Installation Instructions
Approved for use in HVHZ:
Verified By:
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
Design Pressure:
Other: Not for use in HVHZ
1889.8 ��Jl-lardisofflt panel
Ifiber-cement cladding
Limits of Use (See Other)
Installation Instructions
Approved for use in HVHZ-
Verified By:
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
Design Pressure:
Other: For use in HVHZ install in accordance
with NOA 02-0729-02
1889.9 111-larditex baseboard
ber-cement cladding
Limits of Use (See Other)
�ns allation Instructions
11
Approved for use in HVHZ:
Ver!11fied BY:
PILE COPY
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Florida Building Code Online
Page 4 of 4
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant:
Design Pressure:
Other: For use in HVHZ install in accordance
with NOA 02-0729-02
1!
Limits- of -Use -(See -Other)- - Instal lation-Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant:
Design Pressure:
Other: For use in HVHZ install in accordance
with NOA 02-0729-02
I Back
DCA Administration
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. Copyrloht and Disclaimer
'Product Approval Accepts:
eSocurod
kg
VERIFYP
FILE COPY
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M(Ahfiio hEIAM-DADE COUNTY.F.LORIDA
METRO-DADE FLAGLER B=ING
BURZING CODE'COWLIANCE OMCE (ECCO) 140 WEST FLAGLER STREET, SUM 1603
PRODUCT CONTROL D"ION MIAKELORIDA33130-1563
(305)375-2901 M(305)375-2908
NOTICE OF ACCEPTANCE O40A)
Ja�iesHaMeBuilding Product, ME-
16901. Elm Avenue
Foutan� iCA 92331
SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction
rnatexials."Ibe documentation submitted has been reviewed by Maird-Dada County Product Control Division and
accepted by the Board. of Rules and Appeds.(BORA) to be iii1ed in Miami Dade County and . other areas where
allowed by the Authority Having Jurisdiction (AHJ).
-ibis X 6A shall not be valid after the'expiration dat� -stated below. 71he Miami -Dade Cbunty Product Control
Divisioxr'(In Mami Dade County).andlor thi Alt (in: ' areas other than Nfiand Dade County) reserve the right to
have thli produqt or material tested for quality assurance purposes. -If this product or matirial fitils to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
kevoke,`modify, or suspend the use. of §uch product or material within their jurisdiction. BORA reserves the right
to revoke -this acceptance,. if it is determined by kviliami'�Dade County.Pioduct Control Division that this product or*
material ftb to meet the requirements ofthe applicable building code.
TVs product is approved'as described herein, a id has. been d . esi . gaed to comply.with the Florida Building Code
including the High Velocity Hurricane Zone.
DESCRIPTION: Hardiplank, Cemplank, Hardipinel, Cempafiel, Hardisoffit and Cimsoffitt
APPROVAL DOCUMENT: Drawing No. HPNL-8X, HPLK-4X8,&HS0FFlT-8X, titled "Hardipanel &
Cempancl; Hardiplank & Complank; Hardisoffit & Cemsoffit Installation Details", sheets I through 3 with no
revisigns, prepared, signed and sealed'by Ronald 0gawa, P.E., datrdO4/02/04, bearing the Miami-Dadc County
Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a pennanent label with the manufacturees name or logo, city, state and
following statement: "Nami-.Dade County Product Control Approvee, unless otherwise n6ted herein.
RENEWAL of this NbA shall.be considered after a renewal'applicatiori has been filed and there has been no
chaiige in the applicable building code negatively affecting the performance of this product.
TERM[INATION 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 ofthe product or process. Misuse of this NOA as an endorsement of any
prqduct, 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 andiremoval ofNO . A.
ADVERTISEMENT, The NOA number preceded by the words Mianii-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,tp the� user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request ofthe Building, Qfficial.
This NOA revises NCA N 02-0318:08 and, consists of this page; evidence page as well as approval document
mentioned above.
The submitted documentation was reviewed by Can$ioql V.onl PF.
NOA No 02-0729.02
Expiration Date: May 1, 2007
Approval Date'. April 8, 2004
-FILE COPY - Page I
James Hardie Building Products, Inc.
NOTICE OF ACCEPTANCE- EVIDENCE PAGE
-A DRAWING
4. Drav�ning prepared by James Hardie Building.Pro.du.cts,.Inc.'titled "Hardipanel &
Cempanel; Hardiplahk & Ceinplank; Hardisoffli &Cemsoffit Installation Details",
drawing No HPNISX, IIPLK-'4X8'& HSOFFrr-SX,' dated b4/02/04, with no revisions,
signed and sealed by R. L. Ogana, PE.
B TEST
Laboratory Report Test Date Signature ..
1. ATI-16-423-1 PA 202 & 203 03118/96 A- N. Reeves PE.
2. ATI 16423-2. PA 202 & 203 03/18/96 A. N. Reeves PE.
.3. ATI'16423-3 PA.202 & 2Q3 .03/18/96. A. 1k. ReOes PE..
-C -QUALITY ASSURANCE
1. Building Code. Compliance office.
D MATERIAL CERTMCATION -
I Standard Compliance (ASTM C-1 185) issued by ETL Testing Laboratories on 05/09/95
signed by P. K* Tucker, PE.
2 Evaluation Report NER405 issued by National Evaluation Service, Inc, on 01/01/93,
with no signature.
E STATEN(ENT*
1. -No change letter issued by James Hardie Buil.dipg-Products, Inc. issued on 02/16/99,
signed and by J. L Mulder. I , ; : . I . .
2. Power ofAttomey and Appointment of Domestic Representative, signed by P. Shafton
on 0.4/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on
04/16/02 and Assignment for the.trade marks of Cemplank, Cempanel and Cemsoffit to
the Assistant Commissioner for Trademarks. signed by V. Lester and R'Shafron on
04/18/02
04 b�vI047
nlorftntRl
Sr. Product Control Examiner
NOA No 02-0729.02
Expiration Dati: May 1, 2007
Approval Date: April 8, 2004
FILE COPY.
WALL LENGTH
WALL'
HEIGHT
—1 L A L
B� STUDS 16' O.C.
DETAIL
HARDIPANEL & CEMPANL SIDING INSTALLATION DETAILS
The panels are applied vertically, avoiding horizontal joints,
over 5/8' (5 ply) APA rated plywood supported by Q rJnlmull
Of 2-x4l wood studs or 20 go� x 3 5/8, . 1 3/81 steel studs
spaced Q maximum of 16' o.c.-When Instoted-on wood studs
panels shall be faste�ed with 6d x 21 long galvanized box
na,tks,�on s�eet swas i� sn.,, .. w.,. .. - , — �
0.315' corrosion resIs1QnceiiH.D; HR., drbAulo sc—reF57Fo— STUDS'(METAL
fasteners shatt be placeo m IEK OR WOOD).
r Z— r'oe�er
the pane( and Intermediate stu-s, -riven ... ..�e 53wo'od.
sheathing Into TFe-`sTu-d=ff7J07n-is shot( be over studs. Halts
and screws shalt have a minimum edge distance of 3/8' and
� mbilmun clearance of 2' from the corners.
s/a, PLYWOOD SHEATHING SHALL BE ATTACHiD TO. T14E STUDS IN
ACCORDANCE'TO FLORIDA BUILDING CODE. WITH ANOTHER SET OF
MAILS OR SCREWS AS U14DERLINED ABOVE,
011,
SECTION D-11
\ATERPROOFING
�ER 2t2l .6.7 A
OF F.B.C.*
ILYWOOD
DETAIL A
DE�CRIPTDON
4ardipdnet & Cempanel siding m5xterlat.ls a n�!�
asbestos fiber cement prodw.cit 'tested , f
n accordance with ASTM C-11 5 on
weting the requirements of -the
FLorlda BULdIng Code.
1ANEL BIMENSIbNS
didth . Length Thickness 'N N,
46, 819,10, 5/16.1 ..r N. 11.4-
)ESDGM PRESSURE'RATING
[nstaltatlon Design. Pressurel.
N
Wood frame -76 PSF
Awt.1 frame -104� PSF
NOTES
L)-ALL INSTALLATION SHALL. BE-BEINE IN CONFORMANCE
WITH THIS NOTICE OF ACCEPTANCE THE HAWFACTURER'S
INSTALLATION RECONMENDATIONS, AW THE APPLICABLE
SECTIONS' OF THE i FL13RIDA BUILDING CODF-
STUDS, OF METAL OR I WOOD WHERE HARIIIPANEI, &
0EMPAHEL"WILL BE: INSTALLED SHALL 13E DESIGNED BY
AN ENGIHEER 13R ARCHITECT PER -THE F.B.C. AND THE
REQUIREMENTS (IF THIS 114,13A.
& CEMPANEL '
WALL LENGTH,
WALL
HEIGHT
_J L
B�
-STUDS
16' O.C.
DETAIL A'
HARDIPLANK & CEMPLAW SIDING INSTALLATION DET41LS
The planks are ojipiled horizontally commencing fr'oh the bottom
course of a Watt With 1 1/4' Wide. laps at top of the plank. The
optional PVC cover molding 1 5/6' Wide Is applied to the bottom
Plate under the bottom plank course. The vertical joints'nust
be ovdr framing members. Optional PVC 6utt joints Inserts are
used for an stud jointing: The plunks are to be Instutted over
5/81 (S ply) APA'rated plywood. supported by . minimum of 2'x4'
wood studs or 20 go. x 3 5/8' x 1 3/8' steel studs spuc�d a STUDS
(METAL
.axInum of 16' ax: The siding shall be fastened -through war OR
WOOD)
lapping planks with 8d x 2 1/2' tono galvanized box nolLs over
Wood studs on with fg x 4 tong x 0,315' corrosion resistance
7r-drsF �m"f 3/44 from the -edges shod alwdys be observed.
5/8' PLYWOOD SHEATHING SHALL 13E ATTACHED TO THE STUDS IN
ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF
NAILS OR SCREWS AS UNDERLINED ABOVE.
DETAIL. A
DESCRiPTION
MardIptank & Cenp[Qnk sldln6 material Is.Q non
asbestos fiber cementproduct tested
In accordance with ASTM C-'1185 aind
meeting the �equlrements of the
Flarklm Building Code.
PLANK DIMENSIONS
Width Length Thickness
*
:S9 I/a, 12 & 14' 5/16'
DESIGN P9ESSURE RATING r
Installation Design Pressu�e
Wood from �qa PSE
Me tat Franc . -92 PSF
SECTION .13-11
5/8' PLYWOOD
SHEATHING
WATERPROOFING
PER 2IZ1*._6.Z1
OF' F.B.C.
E JAMES HARDIE
4AIL'QR BUUM PRODIVS USA
xx= & warim cam . , ,
HARDIPLANK
& CEMPLANK
SIDING .
THE
A�LcnNOQ 0 0 -02
"n 002-0 0
SOFFIT LENTIGH
B�
]DETAIL A
7,7
SECTION )�-B
IDESCiIPTION
Hardisoffit & Cemqfflt panels material
is Q non..."
asbestos fiber cement product tested
in accordance with -ASTM. C-1185 6 al
meetInb -the rliiq�lrements of the
Florida BuRdInd Cad e.
t
SOFFIT -DIMENSIONS
width 'Len Thickness
8,9TOP t/4 S/L61
DESIGN PRESSURE RATING
iv
Installation Design Pressure
Wood frame '*53 PSF -
..Netal frame. * 53 PSF
t
HARDISUFFIT & CEMSOFFIT PANEL INSTALLATION DETAILS
-The s.Ffli panels are to be Installed over ,A.Imum 2'x4' wood
joists or 20 ga.*x 3 5/81 x 1 3/8' steel joists spaced a maximum
of 16' o.c. When Installed on wood joists Harclisoffit shall be
fastened with 6d'x 2- tong galvanized box nalts; on steel.
studs It shalt be fastened with OB x 1 1/4' x 0.31,51 corrosion
resistance 911, ribbed bugle screws. The fasteners shalt be
placed 4' o.c. Pound the perl�eter of the panel and ,
Intermediate studs, Malts and screws halt have a minimum edge
distance of 3/S' and a minimum clearance of 2' from corners.
TRUSSES (METAL
OR WOOD)
.HARIDISOPFIT P_
& ICEMSOFFIT�
PANEL
FASTENER
NOTES
D ALL INSTALLATION SHALL BE DUKE IN dONFORMANCE
WITH THIS NOTICE O!"ACCEPTANCE, THE MANUFACTURER'S
INSTALLATION RECOMMENDATIONS, AM, THE APPLICABLE
SECTIONS OF THE FLORIDA BUiLDING CODE.
2) TRUSS OF METAL OR WMI) WHERE
HARDISOFFIT & CENSOFFIT WILL BE
INSTALLED SHALL BE'DESIGNED BY AN
ENGINEER OR ARCHITECT PFR-THE
F.B.C. AND'THE REQUIREMENTS OF THIS
KILA.