HomeMy WebLinkAbout05070147
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Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772)
462-2522
Perm it 1
--
PROPERTY INFORMATION P:(JpC¡ :'j f\Lt,f d 'f ¡(~f ,';C .~
1~34982
Future Land Us~ RU
~ 1 I Owner(s) I Ethel M Laws
I Unit #
. Jurisdiction 1 St. Lucie County
I Zoning 1 AR-1 Block 1 ILot # 1222
Flood Elevation I Flood Zone I N/ A
Address 1908 D ECHO
¡FORT PIERCE
Parcel # 13403-502-0258-000/0
SID I White City SID
APPLICATION INFORMATION AdrJ A ~~()V\I Pu¡ ¡ nIt ~ :>
~
~N_'__________N____'~
Application Type Over the Counter Permit
'-~"".--,,---,,-.-,,"-"--""--"-"""_"""'''''''__'''''''''''''''_II_'--''''''......___.,_-.,_..""......___..".._........,......_..............__..,¡_"...,...._____~__''''_..__~_____'__
Activity Type ~~ Confirmation # ~
Other - Specify L 1
Permit Type [~;C~ Date Applied 107/06/2005
Location ~_ J Date Issued 107/08/2005
Manual Valuation 1$6,988.21 I Date Finaled 104/30/2007
Expiration 101/01/2007
Job Address
Status Fd
Taken By Icounselb
Issued By I counselb
Finaled By Icicioj
-_..---.,..
CONTACT INFORMATION Add App¡¡cat¡~Jn Cont:i\~t '><r'''
Open Contractor
Registration Form .
Category Type
Contractor
Property Owner
Contractor
CHARLES JOHNSON
Name CHARLES JOHNSON
Business I. C A JOHNSON CONSTRUCTION INC
Name
Address 11521 SW 120 TERR
11521 SW 120 TERR 1~33325
Email I
Phone I (954) 821-8994 ext
Fax (954) 571-2136
Mobile 1 ( ) -
Pager 1 ( ) -
SUB TRADE PERMITS ,Attactì Sub Traut;) Pc->;¡n¡t ~> >
Sub-Trade Permit
Permit
Company
Owner 1 Buildier
Date Applied I
Issued 1
Sub-Trade Job Description
Sub Trade Statusl
Taken By I J
Issued By ~
Finaled By L -.J
I Finaled I I
1 Expiration I I
CONSTRUCTION INFORMATION
Units _ Floors _ BUildingS_
Total Sq. Ft. 10.00 1 Min Flood Elevation I
FCC I Residential Roof Repair J
NOC Required IZI NOC Receivec lZ]
Setbacks (Feet) Front 1 Back I
# Bedrooms c=J
I Flood Map I
NOC Expiration
Left Side I
Right Side 1
Job Description TEAROFF REROOF FIBERGLASS SHINGLE- 2000SF- 3/12P * REVISION APPROVED TO CHANGE FROM
FBG. SHINGLES TO ONDURA ROOF-SYSTEM * 04/30/2007
# Bathrooms c=J
I Flood Zone 1 N/ A
E COpy
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Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772)
462-2522
Perm it 1
--
PROPERTY INFORMATION FJt üper~y r\t-i~¡ ¡te;i( H ¡;~L: ? .
Address 1908 CIECHO ~I I Owner(s) ¡Ethel M Laws
I. Unit #
¡FORT PIERCE ~34982 . Jurisdiction 1St. Lucie County
Parcel # 13403-502-0258-00010 Future Land Us~RU 1 Zoning AR-1 I Block I ILot # 222
SID White City SID Flood Elevation Flood Zone NIA
Additional Info 12/04/2006 * Meeting with FJW * Permit must be re-applied for wI 2 engineers reports certifying dry-in, material,
fasteners and windspeed [ 130 B ] Jmc [ permit must be applied for with the proper scope of materials [ ONDURA
CORRUGATED ROOF PANELS] Spoke with contractor as of this date and he will take care of it »JMC ALL
PAPERWORK IS IN FILE ** Ondura sheet system is designed not to exceed 30 p.s.f. ** see report. for tile system
P.S F
1/11/07 spoke to charlie qualifier- needs to reply with new application, need engineer letter, conllic update, and void
letter for this permit. spoke to jmc in what is required.. BAC
Spoke to jmc and he still hasn1t recieved any florida approved product review on material used. A new permit will
have to be applied for with 2 engineers reports covering note above dated 12/04/2006. fj williams 1/23/2007--
4/11/07 PER KEN ARNOLD AND FRANK WILLIAMS - PERMIT TO BE REVISED WITH (2) ENGINEER
REPORTS. FEE WAS PAID ON 5/24/06-corrected fee description from renewal to revision. bac ** REVISION
APPROVED WI 2 ENGINEERS REPORTS ACCEPTING ROOF-SYSTEM AS INSTALLED * 04/30/2007 Jmc
FILE COpy
OFFICE USE ONLY:
- DATE FILED: Ll-n-Or
. REVISION FEE: () l)-w~
PERMIT NUMBER: - 050--=¡'-~()\ y~
RECEIPT NO.:
~,'" \G\C\ ~)() ST. LUCIE COUNTY @ (A'B~\ f\wr
.t' DEPARTMENT OF COMMUNITY DEVELOPMEÌ'rr (7 n,r.l! !Y. <.l.. * c....
/'?: I cJY loCo BUILDING & ZONING kr;' "-; ,~
LV 2300 VIRGINIA AVENUE .
FORT PIERCE, FL 34982-5652- RECEIVED I
-462-1553 - JUL 2 7 2007 I
IBy:.{3~ _ J
APPLICATION FOR BUILDING PER1VIIT -RE'TISIO~S
1.
2.
3.
PROJECT I~FOR:'IATIO~ FILE C 0 py
LOCA TIO:'\!SITE
..\DDRESS: }op Echo 14t)~/)u ~
_:t. A·er;'~ I Ç'¡,r/do. 3t./9f>óJ
DETAILED DESCRIPTIO:\S OF PROJECT
'RE \-1510:\5:
ao~
CO~TR.\·CTOR I:'\FOR'I..\ TIO~:
ST. OF FL REG./CERT#
Bl-SI:\ESS :\.-\.'1£:
, Qualifiers :\ame:
ADDRESS:
CIT)-:
PHO~E (D..\ ì'TI)IE):
~
4.
ARCHIT/E~GI~EER: ..~_ '"
riA.'\IE: - r: ~ rlf-\ac-~-ed
ADDRESS:
CITY:
PHO:'tE (DA YTl)lE):
ZIP:'
ST ATE:
F~X#
THESE PlANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS .-~
REQUIRED BY FIELD INSPECTORS THAT ~
MAV BE NECESSARY IN ORDER TO - ~
CQMPLY WITH AU. APPUCUI.I aoøø~
.
Engineering & Associates
..FILE COpy
April 20, 2007
To Whom It May Concern:
GKRao Engineering & Associates, viewed the roof installation at, 908 Echo Street, Ft. Pierce,
Florida 34982, a house belonging to Ethel Marion Laws. We do not find anything wrong as to the
Dry-in method used or the method the installer used in the completed job.
To the best of our knowledge, we find the job was completed in accordance with the Florida
Roofmg Building Code (004).
Respectfully Yours,
¡<,_ ~LL~/~(07
Gollaville Krishna Raô, P .E. #41516
GKRao Egineering & Associates, LLC.
3515 Inverrrary Boulevard, West * Lauderhill, Florida 33319
954-839-7633 * 954-619-8193 Fax:954-533-,8880 * 954-749-3380
email: gkraoengineer@yahoo.com (License #PE41516)
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@4/11/2007 16:56
1-540-898-4991
TALLANT IND
PAGE 131
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\' (,\1.:1l 't1i.l': r:.TU ~Nr:~ ': NUMJ\! ¡.n:
---.--.- ..
~RGENT
~--===r=:::-:=
.--
.--
NC rl'l,~~.I(. ( ~ ~, "~I I ,:N T,'';:
Here 1::' thc wind testing infonnation that you .requested for Ondura ~oo:ftr.~:. I hope thi.s
will hcJp you\" hOl1.1eOW11er get their approval. Perhaps if you add tbe additional :nails tQ
n1cet the higher wind testing ratings th.e approvaJ will be granted. Ol~ a. on.f~.tim.e hasis.
Tlh~i1,1( ~Y['l1 :fo,,- tl,c 0PI.)011ttnity to assist YOll.
,F ::\~i11,
,plb:: 8()()- ~'77 - 7 663~ .Ext. 111
ElYI ai I: :'J.1catJ1@ttl11al'ti.t1c.com
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~4/11/2007 IG:5G
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1-540-898-4991
TALLANT IND
PAGE 02
ETL SEMKO
WhJd Resistance Testing of Ondura. Roof System,:' High Wínd
Ifnst.-;'llation Method - High Wind Fastener
Fin;a~ Report No.:
Ori!~illallssue Date: .
ApJ},'ic:ant: .
Tallar.t Industries
49ft4· Ondura Drive
Fr,ædt!·ricksburg, VA 24407
3078237COQ-OQ4C
Ju'y 31, 2006
Intertek Teatlnl Servlc@. NA Ltd.
1500 BrJg8nnn~ Drive. Coqultlllm, BC V3K 1C1
Tel&p~one: 804;.520-3321 Fa)(: e04·S~4.91 ae Web: WW\N.lnt~~k-øtllètnko. ::om
~4/11/2007 IG:5G
1-540-898-4991
TALLANT IND
PAGE 03
Tê'1I~nc Inctu51:1'Î~~
Proj~tcJ No.: 307F):~:r'
JIJly 31. 2006
Page 1 or, 4
1 Table of Contents
-~-~.~_....
1 Tab 119 O' f C· () n ten t 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . - - . . . . . . , . . . . . . . . .. . . , . . . . . . . . . . . .. .... I . . . . . . . . . . . . . . . . . . . . . . . . . .. 1
2 Pre'fa ce ......,.......... . . . . . . . . . . . . t . . . . . . . . . . , . . . . . . . . . . . . . . . . . , . . . . . . . .. . . . . . . . , . . . . . . . . . . . . . . . . .. ................................ 2
3 , n tr 0 d u (~ti(:Þ 11 ...... . . . . . , . . . . . . . . . . . . . . . . . , . . . . . . . . . .. . . . . . . . . . . . t . . . . . . . . . , . . . . . . . . . . t . . . . . . . . . . . . .. ,..... . . . . . . . . . . , . . . . . . . . . . t t . . . . 3
4 Mat e ria I!; :3 n d Met had S . I . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t t . . . . , . . . . 3
.~ t 1 . Sam ~) leSe I ecti 0 n ................................. t . . . . . · · . . · . . · · I . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . .. . . . . , . . . . . . . . . . .... 3
.~, 2 . T e ~i t F'ro ced u re s . . . . . . . . . . . . . . . . . .. . . . . . . . t r . - .. . .. . . . . . . . . . . . . . . . . . . .. . , .. . . . . . . . , . . .. . . . . . . .. . . . . . . . . _ . , . . . . . . .. . .. . . . , . . . . 3
4 . 2. 'I . lJ pi ift Res is ta nee. , . . . . . . . . . . . , .. . . . . . . . . . . . . . . . . . . . .. . . . . . , . . . . . . . . . , , . . . . . . . . . . .. .. t .. . . . . . . . .. . . . . . . . . . . . . . . . . t . . . 3
5 T est: R e !3l.1 : t s . . . . . · · · · · · · . . . . . . . .. . · . . . . . . . - . . - . . - . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . , . , . " . . . . . . . ,. .. . . . . . . . . t . . . . , . . .. . . _ . 4
6 Concl U:5 i 0 f1 .... t · . . . . . . . . . . . . . . . . . .. . . . . . . . t . . . . . . . .. . . . - . . . . , . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . .. . . . . . . .. ........................ 4
Ap pend i): A
A~lpend;x B
Test Data.................................................................................... ..... 0 .. ..... (1 page)
[) raw in 9 s .................. t .. . . . . . . · . . - . . . . . . . . . . . . . . . . . . . . . . . . t . . . . . . . . . .. . . . . . . . . . . , ... . . . ,. . I . . . . . . . .. (2 pa 9 e 5 )
~4/11/2Ø07 1b:5b
1-5413-898-4991
TALLANT IND
PAGE 134
T ~II~ n't IndlJsu'tos
ProJE~ct No.: 30ï A~~:r.'
July 31, 2006
~agQ :2 of 1.1
2 Pre'fa.:e
----~_.-...-..~_..-
All servicE~s lJl'{~ 3rtaken are subject to the following general policy:
1) This rep<,r1 IS for the exclusive use of Intertek Testing Services NA l..td.'s .:Intertekts) c1ient
and i!s ~Iro·v'ided pursuant to the agreement between Intertek and its client. Intertek's
responsilJilily and liabiJity are limited to the terms and conditions of th ~ agrf'Jf!ment. Intertek
aSSLln1es n'IJ liability to any party, other than to the client in accordancl:~ with ~,aid agreement,
for any ICt:;s·, expense or damage incurred by the use of this report.
2) Onl~' the (~IiEtnt is authorized to copy or distr;bute this report and then c: nty in its entirety. Use
of Inlt.~rte~~'s name or one of its marks for the sale or advertisement c>1 the subject material,
prod:uct (){ :~;ervice is strictly prohibited without prior written consent fro" IntEfrtek.
3) The obSI;!rv:3tions and test results in this report are relevant only to the sarnples tested and
described t·,ereifl. This report does not imply that this material, produ,::t or service is, or ever
has beer,. (~overed by an Intertek certification program.
~4/11/2007 15:56
1-540-898-4991
TALLANT IND
PAGE as
T allant tndustri~~
Pro.I<:lct NO.: 3078:~: :r,1
July 31. 20D6
Page 3 of ð
3 IntrOtr:luction
~----_.----...-..-
~ntnrtek Testin~J Services NA Ltd. (Interlek) has conducted a wind resi~¡tanc~~ test for Talla~t
Industries or. ~t roof system. The testing was carried out in accordance v,rith U _ 1897-04 "UplIft'
Te:;ts for RO.:tf (~over;ng Systems" t dated April 281 1998. This evaluation was r:cÞmpleted during
Jul')' 20C16.
4 Materials and Methods
~--.._,~._..-.-
,--
4.1. SAMPL.IE SELECTIQN
Int,ertek repre!~êntative, Kevin Sylka, independently selected a series of cc·,rrugated roofing
prc)duct fro", irlventory on August 24, 2005. The product was selectee:' at ttlf~ site of Tallant
Inclustries~ 4, ~t9'J Ondura Drive, Fredericksburg, Virginia. The material w~;}s ide ,'tified as 79 in. x
48.5 in. shef31:~; of Ondure asphalt roof panels. The se1ection proce;s WE1~~ carried out in
aCI~ordalnce ~J"itl, independent recognized sampling procedures.
4.~L TEST PROCEDURES
4.2.1. IJpljft Resistance
One test de,c:k measuring 10 ft. x 10ft. was constructed uSing 2 in. )( .:J in. D.;;>uglas Fir joists
spaced at 16 irL ole and 2 in. x 12 in. Douglas Fir joists around the perhT1eter ()f the deck. The
joists and pe·rimeter boards were secured using 2 in. x 4 in. standard !:iteel joist hangers and
1-'112 in. #8 wt,od screws as well as 3..1/2 in. #10 wood screws installed throll~lh the perimeter
boards into t,~ t.he 2 in. x 4 in. joists. The 1/2 in. standard exterior grade Dou~;Iï3$ Fir sheathing
W~IS fastened !..Ising 1-5/8 in. #7 drywall screws at 6 in. ole around the bo~:'rd pe-imeter and on all
stlJds,
Tl"e roofing !5ystem was installed on the test deck in accordance '\lith t 113 roof covering
manufacturer's installation instructions using the desired fastening corfigurç tion. An air tight
seal was crE~a~:ed by sealing the panel overlaps as well as the perirr eter ')f the entire test
assembly usin,~~ expanding polyurethane foam construction sea'lant. Eé:"ch test specimen was
fa!stened in ths test chamber, and secured with lag bolts around tt'e perimeter. The test
chambE~r was sealed from above and below each test specimen b ~ applying a bead of
expandirlg ~~()I:yurethane foam around the ollter face of the deck.
The test was conducted by applying a static pressure drtference ofi 5 ps~ (0.72 kPa) and
hc,lding for '1 minute. Thereafter, the pressure was raised in increments o'~ no 9 'E~ater than 15 psf
(0.72 kPa), j5,nd held at each increment for 1 minute until failure of the sp;Jcimen. Deflection was
m'9asured élt the centre on the topside and underside of the specimen durin'~ the test At the
ccmpletion of the test, the specimen was dismantled and condition~: of tapped areas and
urlderSIJrfaces noted and photographed where necessary.
84/11/2007 16:56
1-540-898-4991
TALLANT IND
PAGE 06
TaUant Indu:~trtes
P rOJE.ct No.: ~~()18~~::~~·
JUly 31, 2006
Page 4 of ~
5 Tes·t Ftesults
~ --.....6.....~.. --._
ThE~ product te,~)t results are shown in Table 1 below. A fufl set of te st da1a is included in
Ap(>endix A.
--........-.--..-
Table 1. Wind Resistance Test Results
'---
TE!st
lID
System Configuration
Achieved Uplift
Pressure,
kPa (psft
Mod;e of Failure
~ ---.--.-
High '^,ind fastener schedule. uSing 3 in.
Ctnd'Jra proprietary ring nails with 5/8
EPD ~A backed steel washer located on
#3 every ri~ge and spaced at 12 in. on center.
Sing~f3 ridge horizontal panel overlap. 7 in.
v'srti,car panel overlap, first course of nails
1-1/:~ i,il. from bottom, second course 3 in.
fr,om th(! bottom.
No factor år:~;afety has been applied. Refer to material specifications iri, Appendix B.
5.75 (120)
Multi~lll~ - fastener
pull-out, fastener
pull-tl",.ough, and
pan el t eari ng
6 Conclusion
---._-----
The Ondure :~c~()f system identified and evaluated has been tested in accordarwe with UL 1897
"Uplift Tests rn." Roof Covering Systemsl , dated April 28. 1998. The pr )duct has shown wind
re~;istance p"'~perties as presented in Section 5 of this report.
IN·rERTEK TE.:)TING SERV'CES NA LTD.
RE~portE~cl b~':
nician, Construction Products
RE~viewed b~/:
I~raig Lawson. NZCE (Mech)
IVlanager, Construction Products
Cl./IT/ahv$
~4/11/2007 16:56
T íJllant t ndu ~~rle ~~
'~roJect No. ~ ~~':i~1~37
1-540-898-4991
Appe~~_~ix A: Test Data (1 Page)
TALLANT IND
PAGE 07
July 31. 2006
~4/11/2007
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Appe~~ix B: Drawings (2 pages)
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I tertek
ETL SEM KO
Wind Resistance Testing of Ondura Roof Systetr.:I: High Wind
Inst,d/ation Method - Standard Fastener
Final Report No.:
Orig inallssue Date:
3078237COQ-004A
July 31, 2006
ArJ,oli ;ant:
Ta!I¿:U11 Industries
4~}!~J:~ Onclura Drive
Fr'EH:I(~riCksburgl VA- 24407
Int..-tllk Tes"nl S.rvleê. NA Ltd.
15DO Br'aé'ntlne Drive, CoqultI3fT1. BC V3K 7C1
Telephone: 60'¡·520-3321 Fa)C: 8~4.524.91eß W~b: www.lntenek-etf!8mko. :am
~4/11/2ØØ7 IG:5G
1-540-898-4991
TALLANT IND
PAGE 13
TaHaJ,t Indu~;t'les
Project No,', 31)1B~~~,7
JUty 31.2006
P~ge 1 o·r 4
1 Table of Contents
~---...........-.... --.-
Tab Ie 01" Con ten ts . . .. . . .. ... . . . .. . . . .. . . . . . . . . . . .. . . .. . . . .. . . .. .. .. .. . .. .. . . . · .. . .. ~ .. · . . . · · .. ... ............................... 1
2 Preface ...... . . . . . . . . . . . . . .... . . . . . . . . . . . .... .. . . . . ... . . . . . . . , . . . .. . ... . . . . . , . . · · · · ..... · · · · . . . · · · .. ... ...............,............... 2
3 I ntroduc:tio n ....... . . . . .. .. . .... . ..... . . .. .. ... .. . . . . . . . . ... .. .. . .. . . . . .... .. · ... ... .. .... · .... · · · ... ............................... 3
4 Mat E! ri a I ~i :~ n d Method s . . .. .. .. .. . .. . . . . . .. . . .. . .. . .. .. . .. .. ... .. . .. .. .. . .. .. · .. .. · · .. · .. . . · · .. .. · .. · · . . . . . · · .. · .. .. ... · . .. . . . · 3
4. 1 . Sa Ill~) Ie Se tect;on ..................... ... . .. .. .. .. . . . . . .. · .. ..... · ... · · . . . · · .. · .. .. .. · · . . . . · · .. .. · .. · · · ... . . . .. · · .. .. .. · · 3
4 . 2. T est 'F)ro ce d u res. . . .. .. . .. . .. .. . .. . .. .. .. .. . .. . . . . . . . .. .. . .. . . . .. . . .. . · .. · .. .. ... .. · .. . · · · .. .. · · · .. .. . . . .. · · .. .. .. · .. · · . . . 3
4.2. t . lJ P lift Resis tan ce. . . .. ... .. . ..... .... . . ... .. . ... .. .. .. . .. .' .... .. .... ... · . . .. ... · .. ... ... · .. . . ... · .. .. · . .... . . . . . . · 3
5 T e 5 t R e. ~j u Its . . . . . . . . .. .. . .. _ . . . .. . . .. .. . .. . .. . .. . . .. .... ... .. . . .. . . . .. .. .... . . .. .. . .. · . .. . . · .. · .. · ... .. · · · ... ....... .. .. · .. .. . . . . . · . 4
6 Conclu s ¡ on " . . . . . . . . . . . . . .. . . . ... .. . . . . _ .. .. . . ..... . . . ., . . . . . . ...... . · . . . . .. · · · . .. . .... · .. · · · · .. . . . . . . . . . · " ....................... 4
Appendix. A
Appendix: B
.,. es t 0 at a . .. .. .. . .. .. .. . .. . . . . .. . .. . . .. .. .. .. ... .. .. . . . ... .. .. . .. ... . .. · · . . . . · .. · .. · · . .. .. .... ............ (1 page)
Ora wi ng s ............................................................................. · · · .. ... .. .. .. · . · .. (2 pag e s )
04/11/2007 IG:5G
1-5413-898-4991
TALLANT IND
PAGE 14
T" 113 nt 'n dus:tri e~
Pro, ect No,~ :3()1(:,~~:~'7
Ju'y 31. 2006
Page 2 of 4
2 Preface
--------_.~.~--_.-
AU services IJndertaken are subject to the following general poticy:
1) This report is for the exclusive use of Intertek Testing Services NA Ud.'s (Intertek's) client
and is provided pursuant to the agreement between Intertek anc; its (:11ent. Intertek's
responsibility and liability are limited to the terms and conditions of ttla agr'~lement. Intertek
assumes nf' liability to any party, other than to the client in accordanc ~ with !jaid agreement.
for any Ics$ I expense or damage incurred by the use of this report.
2) Only the client is authorized to copy or distribute this report and then only ir its entirety. Use
of Intert'ek·'s name or one of its marks for the sale or advertisement I.)f the f~ubject material.
product ,c)r ~;ervice is strictly prohibited without prior written consent frem 'ntertek.
3) The obs(~r''''ations and test results in this report are relevant only to t',e samples tested and
described herein. This report does not imply that this material, produ ~t or f·;E1rvice is. or ever
has been: (~overed by an Intertek cert,fication program.
~4/11/2ee7 16:56
1-540-898-4991
TALLANT IND
PAGE 15
T~l\ant 'ndu~u'e~
Proj~!c\ No.~ 30782~:\ l'
July 31. 2006
P3ge 3 of 4
3 Introduction
-~_-'-'-.P-··-
Intc3rtek Testin~; Services NA Ltd. (Intertek) has conducted a wind resi~ tance· test for Tallant
Ind us'trie~i on a roof system, The testing was carried out in accordance V\ ith UL 1897 -04 I' Uplift
Tests for Roc)f Govering Systems", dated April 28. 1998, This evaluation Nas completed during
July 20Ct€;.
4 Materials and Methods
----'~-_._.....
4/1. S.AMPL.E SELECTION
Intertek repr,~~:;entative, Kevin Sylka, independently selected a series of cc rrugated roofing
prc)duct fror.n inventory on August 24, 2005. The product was selected at the~ site of Tal1ant
Industries, .1'9£14 Ondura Drive, Fredericksburg, Virginia. The matei'iat "-as identified as
79 in. )( 48.5 i~ sheets of Ondura asphalt roof panels. The selection proc:ess was carried out in
accordance wíth independent recognized sampling procedures.
4.:Z. TES1' PROCEDURES
4.2.íl.. Uplift Resistance
One teos!: dE!C~k: measuring 10 ft. x 10 ft. was constructed using 2 in. x i~ in. Df)uglas Fir joists
spaced at 16 in. ole and 2 in, x 12 in. Douglas Fir joists around the perilneter of the deck. The
joIsts and pEH"!l11eter boards were secured using 2 in, x 4 in. standard deel j'Jist hangers and
1-1/2 in. #8 w(lod screws as well as 3-1'2 ;n. #10 wood screws installed throl.l~lh the perimeter
bc)ards into 10 the 2 in. x 4 in. joists. The 1/2 in. standard exterior grade Douçil:3S Fir sheathing
W¡3S fastene~d Llsing 1.5/8 ;n. #7 drywall screws at 6 in. ole around the bOé rd peAkneter and on all
studs.
The roo'fin~J system was installed on the test deck in accordance '\lith t ',3 roof covering
manufactur'?'(:~ installation instructions using the desired fastening corfigur~ tion. An air tight
sE~al was crsated by sealing the panel overlaps as well as the perirr eter ,·)f the enUre test
assembly L1~iil1g expanding polyurethane foam construction sealant. Eë.'ch test specimen was
fastened ir, tl- e test chamber, and secured with lag bolts around tt" e pedmeter. The test
chamber W,~$ sealed from above and below each test specimen b ( applying a bead of
e:(panding polyurethane foam around the outer face of the deck,
T,e test W~15 conducted by applying a static pressure difference of ·15 ps f (0.72 KPa) and
hlJlding for 1 minute. Thereafter, the pressure was raised in increments 0: no g¡"nater than 15 psf
(0.72 kPa), and held at each increment for 1 minute until faiture of the sp!cime'n. Deflection was
measure~d at the centre on the topside and underside of the spècimen during the test. At the
complE!t1on of the test, the specimen was dismantled and condition~ of lapped areas and
u~,dersurtaç,~r;) noted and photographed where necessary.
@4/11/2B07 16:5G
1-540-898-4991
TALLANT IND
PAGE IE>
Ta'lant \ndU31ri~s
p toj~lct No.: 307 8~~] '?
July 31. 2006
p~ge 4 of 4
5 Test Results
----------_.-----,~ --.-
Th4~ product telst results are shown in Table 1 below. A full set of te~;t da1a is included in
AplJendix A.
---_.~.. .,..
High"\¡~·ind fastener schedule, using
3 in. ()ndura proprietary ring nails
with EF~DM washer located on every
r'idge, and spaced at 12 in. on
#1 centl3r. Single ridge horizontal 5.03 (105) 2 x 4 s1ud failure of test deck
pan~:I overlap. 7 in. vertical panel
()verl.a~)t first course of nails 1-1/2 in.
fron, I:,ottom, second course 3 in.
fron, tl1e bottom.
No factor ëTEiafety has been applied. Refer to material specifications ir; APPE:1Idix B.
Table 1. Wind Resistance Test Results
Achieved
Uplift
Pressure,
kPa (psft
.....---.-
T'est
ID
~;ystem configuration
Nl'ode c:rl~ Failure
6 Corlclusion
The Ondure rc):)f system identified and evaluated has been tested in accordanc;e with UL 1897
II Uplift Tests f,'Jr Roof Covering Systems", dated April 28, 1998. The pr,:>duct has shown wind
resistance properties as presented in Section 5 of this report.
INTERTEK '·E:~STING SERVICES NA LTD.
Rl3portG(j b~r
------"'..0>1.-. .. ...... .
nician, Construction Products
Revie\\fed b)':
rL
Craig Lawson. NZCE (Mech)
Manager. Construction Products
CL/IT lahvs
~4/11/2Ø07 15:5G
-- ðl\a"t 'ndustr1 t!~3
r"ro)ect No.: ~()1E!~~37
1-540-898-4991
Apee~~ix A: Test Data (1 Page)
TALLANT IND
PAGE 17
July ~1. 2006
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TALLANT IND
Ap~en~ix B: Drawings (2 pages)
,----
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July 31. ~006
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ASPHALT
TeCHNOLOGIES
Evaluation of
NuLine ·
Ondura Roofing System
in Accordance With
Dade County Protocol TAS 100...95
TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN
RESISTANCE .OF DISCONTINUOUS ROOF SYSTEMS
Metro-Dade Notification Number: PRI02077
September 4, 2002
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TFST REPORT
Dade County Building Code Compliance Office
PROTOCOL TAS 100·95
TEST PROCEDURE FOR WIND AND WIND DRIVEN RAI" RESISTANce OF
DISCONTINUOUS ROOF SYSTEMS
Septem~er 41 2002 I
NlJLine Companies
4900 Ondure Orive
'F redericksburg 1 VA 22407
Metro-Dade Notification No: PRI020'77
Test Date: Aug1Jst 28, 2002
PRI Tnt No: NCI·002-02-01
Client:
1.1 Description of Discontinuous Roof System;
Preoared Roof Càverina
Manufacturer~
Product Name:
Product Dimensions:
Product Type~
Félt Underlavment
Manufacturer:
Type: ::.
Roof Cemlnt/Mastic
Ma nufactu re r:
Name:
T)'pe~
~rjmeT
Manufacturer:
Name:
Type:
NUL.ine
Ondura Roofing System
78 3/4 Inches long x 48 inches wide x 1 112
inches t,igh.
Asphalt impregnated organic fiber, corrugated
roof and siding panels.
T amko Roofing Products
ASTM D 226. Type I (No. 15)
Tropical Aspnal1
2100 F\ashing Cement
ASTM D 3019. Type I
Tamko Roofing Products
Quick Dry Primer
ASTM D 41
.As~alt Coated (Open Mesh) Fabric. S in. 't{jde~
Ma n ufactu re r:
Gardner
P:t~ A~ ~r,:M\ '7 frhn01 cQi ~. Inc. ~OB 8¡jçer Orive T i)I':1piI. F'.. 336 10 T ::t &'3 .ii? ',. ~~~ì -= .Jt: A I ~21,sa.tO t·IMii rll,. tp '1A~z¡ tC(lITl 'l4ebSile: h\lP:/Jww,·orrn ~h:iI:. Ç,m
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NuL.ine ComPanies
Dade County T AS 1 00·95 T~st R_port for
Ondura Roofing System
PRI02077
Page 3 of 26
Other Materials:
Foam Closure:
Manufa cture·r:
Nails:
Man ufacturer:
Edge Meta):
Flashing Metal:
Tin Caps:
1.2 Method of Roof Construction:
TALLANT IND
t-'A~ 114
Closed eel'
H;bco P1estics (336) 463-2391
Galvanized Ring Sharyk, 1 % X 3/8 inch
Galvanized Ring Sha'lk. 3 X 3/8 ¡nen with a 1/8 x 9/16
Inch EPDM washer
Denniston Nails (800) 867 -6245
26 Gauge, 2 inches X 2 inches X 10 feet
26 Gauge, 24 inches wide
29 gauge. 1 7/8 inch diameter
PR' Arrphalt Technologies constructed the deck used for this testing as described in the
fonowing and in accordance w;th the requirements of TAS 100-95 and the South Florida
Building Code: Section 3403.5.
Deck
The p1ywood deck was constructed with standard 2 X 6 framing members, spaced
24 inches apart and 15/32 inch thick APA 32/16 span ra1ed sheathing. The
sheathing was attached with 8d common nails at 6 inches on center at the edges
and 12 inches on center at in1ermediate supports. One 'laney was atso constructed
located at the front edge of the test deck as noted in Figure' from T AS 100·95
Underfavmen!
The under\eyment for this deck, ASTM 0 226, Type 1 (No. 15) fe't. was installed ¡~
accordance 'N1th the minimum requirements set forth in Section 3403.5 of the South
F10rida BuBding Code. The undertayment was apptied in two 1ayers by apply!ng a
19 inch w1de starter strip at the eave and then app'ying addiiional sheets to cover
the deck with a 19 inch o'ierlap and minimum 6 inch end \aps. The underlayment
was fas1ened to the deck using 1 1/4 inch X 3/8 inch galvanized ri:1g sharlk naBs
through 29 gauge 1 7/S ¡"ch diameter tin ca~s placed 6 \ncnes on center at the
edges and 1aps and 12 inches on center in the field. Vertical laps at ~he valley were
woven with the top ply extended 12 inches past the vaHey center. An addit;of'6t ~fy
Of 36 incr~ wid!, ASTM D 226,· Type I (No. '15) felt was applied parallel to and
centered on the valley and fastened with 1 1/4 inch X 3/8 inch ring shank roofing
naJ's throtJgh 29 gauge, 1 7/8 inch diameter t;n caps S inches on center.
, .
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Dade County TAS 100-95 'fest Report for
Ondura Roefing 5ys\e~ .
PRI02077
Page 4 of 28
Metal Flashing
Roofing Aashing metal, 26 gauge and 24 inches wide was centered on and
embedded in a 1/8 inch layer of roof cement at the valley. The flashing metal was
then fastened using 1 1/4 inch X 3/8 inch galvønized ring shank naiis placed
approximately 6 inches on center It tt1e edge of the metaL The edge of the valley
flashing metal 'Has primed with asphalt primer' and a 118 inch thick X 6 inch wide
\ayer of roof cement was applied, a 6 inch wKie strip of asphatt coated open mesh
fabric was embedded- in t~~ cement and a second 118 inch thick layer of roof cement
used on top of the fabric to finish the IPp'ication.
Galvanized, 26 gauge. 2 inch X 2 inch metal drip edge was instalted at the perimeter
01 the deck by first. embedding in a 1/8 inch thick Ilyer of roof cement and then
fastening 6 inches òn center wtth 1 1/4 inch X 3/8 inch galvanized smooth shank
nails. Any gaþ& were sealed with roof cement. An corners were overtapped a
minimum of 5 inches. The metal drip edge. afterfasteningt was primed with asøhalt
primer and a 1/8 inch thick by 6 inch wide layer of roof cement was appHed ~ a 6 inch
wide strip of asphatt coated open mesh fabric was embedded in the cement and a
second 1J8 inch thick layer of roof cement used on top of the fabric to finish the
application.
Ondurª.Roofina System AocUcation
The Ondura Roofing $ystem panels were applied flush to the tGst deck. In the fi@ld
the panels \tV&re offsethalf a full panel width. At the eave det,ail the panels extendqd
1 inch beyond the metal drip edge, a foam profile closure ·Nas InstaHed using 3 X 3/8
inch Galvanized ring shenk nails with EPOM washers. to fasten the panels, the nails
were ptaced a1 the high point of the þloduct profile. 2 Ÿ2 inches trom the lower peneJ
edge through the foam dosure at every rib (4 inèhes on cen1er),
The fJeld panels were applied with a 5 314 inch head lap and a 4 inch single rib s.ìde
lap. The fie'd areas of the panels were fastened to the deck with 3 X 3/8 inch
Galvanized ring shank nails, with EPDM washers placed at thê ti;gh pOints of Ivery
ot,her rib. 8 inches on center across the panet and 24 inches on center for the ~ength
of the panel. At the panel overlaps, the top panels were fastened to the deck wjth 3
X 3/8 inch Gatvanized ring shank nails. with EPOM washers placed :!!t the high pOint
of the rib profile 2 Y2 tnches from the end of the overtapPlng pane\ and at the high
points of every rib, 4 inches 00 Genter.
, -
At the vatleYt the panels were mitered to establish ~ 6 ;nch w¡~e C'pen valley.
Openings at the vaney were fiJled with à foam clcsufê whicr. were held 1~ pl¡;ce \Nith
3 X 3/8 inch Ga'vanized ting ~hani( riailS, wit~ EPD~,1 washers placed 3 ~ inches
from the CL't edge of the vaney. The rake edge was finished by piecing a single
corrugation section of a pane' beneath the roof panel and over the rake edge th~n
P~) A.\þ~an r~t~"oI<:tJí~,1f\C, 8406 ea(J~lr O~ 1lmpa, rl ~e10 ilt 81'-621·5;;; F,~: 81~-6~'·M'1Q t-ma~ ma'@ørtes~""l.com We~Si'~: nt1t.:llwww.p~p~a~\.to~
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ONDURA CUSTOMER SERVICES
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Et11el Mali01l .l..aws
908 Echo S·treet
Ft. P'.crce, FL 34982
Re: C.~olI1p1a.in.t #DDZ63
Dear Ms. T...aws:
We are (11 receipt of your claÜ1\ form and the photos. We regret that you experienced a problem with your
Onduraroofing matcnaJ. Upon review of the infonllation and the photographs that you provided we can see
seve.ra.! problems with your mstallation that would. resuH: m the leaks in your roof. We are enclosing an Ondura
Instal1ation Guide and enlargements of some of the photographs for you to refer to as you read the results of our
evaluation. An pen;Dent sections refe1Ted to in tb,S .letter are highlighted in the Instal1ation Guide for you.
See Photographs #1 and #2. As you can see, the Ondura sheets a.re cut too close In the val1eys. The minimal
space between the cOITugations causes the water runoff to travel down the sheet vaHeys of the cOlTUgations and
'·un under the peak of the corrugation. on the OppOS1t~ !;ide of the roof val1ey. There 1nust be closure strips wed
under ever}' cOlTugation to prevent this water from backing under the COmlgations. Additionally, with the valley
mater,1aJs cut so close co one another, debris accumulates and further i.nhibits proper flow of water runoff. (See
tJ1C In~itaUatlon Guide. Page J] under the beading VALLEY FLASHING).
See: Photographs #2 a11d #3. The problem area (marked Slope Cbange) shows that there is insufficient flashing
at this juncture. The flashing here should extend bi..directional1y under the two upper sections of roofing and
over the: juncture with the val1ey. Additionally, closure strips .need to be placed here again to prevent water from
backing up under the sheets. (See the InstaUation Guide, Page II for in.st01Ct1ons and iH'.tstrat10ns under the
heading SLOP.E CHAJ.~GES).
See Photographs # 4 and #5. T.here are two pipes extending through the root: Wh1Ch appear to have only a black
tar looking substance around them. rather than a proper flashing. The InstaUation GUide reconunends using a
plpe'f1ashing accessory wIth a corrugated base made to match the conugations of the Ondura sheets. (See the
[nstaUation Guide. Page 12 for PIPEFLASHlNG instructions and iHustrations).
See Photograph #6. The OoduTa sheets do not extend far enough under the l"idge cap and there are no closure
strips used under the lidge cap to prevent wind-drivel1 rain and debris from blowing under the ridge caps. (See
the Installation GUIde, Page 14. Figures 32, 33) 34 & 3S for proper tnstallation of RIDGE CAPS).
See Photograph #7. While your contractor did use the proper nailing pattern on most oft.h.e roof. th~ bottom row
ofnads includes additional nails i.n the vnlleys. We do not recommend nailing the sheets in the COlTugation
valleys. When the .najls are placed in the va.llcys, they inhibit the free flow of water and evel1tual1y win leak.
AgaIn, we regret that you experien.ced problems with your Ondura roof. TJnfo.rtunatelYt your problems are not
due to a defect in the material. but Improper Installation therefore, we cannot offer any C01npensation to you for
thIS clailn.
Sincerely,
Carrie Wi11iart.')$
Prodttct Serv.iccs
2021 Carey ,4. venuc,. Suite 310
Cbeye!111e, VlY 82001
307 -775-0.1.1. ,I
\ Dat~:
I Receipt#
I Permit #
I Fee Due:
APPLICATION FOR ROOF PERMIT
1. Location/Site Address: ..J:. ~
2. Parcel ID Number: ~~~03 -~ÒZ -6 Z~B - ~ 0
St. Lucie County Building & Zoning
2300 Virginia Avenue Ft Pierce, FL 34982-5652
TeL 772-462-1553
Z-..
Office Use Section Townshi
Only
3. Description of Project or Work Activity:
Land Use Initials
4. Total Roof Area (square feet): 2<r:>oP 6 ç:..
I\. \ '-
5. Roof Pitch: 3 - t 2-
6. Type of Roof:
D Fiberglass Shingle D Barrelffile Ceramic
DTar & Gravel DModified Bitumen
D Other (specify) ~ 6.~\1l.4-
D N.O.A - Product Approval required for All Types of Roofing Material
D All Commercial Roofing Requires Design by an Engineer or Architect (two Sets)
D Wood Shake Shingle
D Metal
8. Contractor Information
FL Reg/Cert #:
County Cert#:
7. Owner Information
Name:
Address:
City:
Zip: ~..')
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Business Name:
PI
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WHO IS PE1
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AS IDENTIFICATION.
( seal)
SIGNATURE OF NOTARY
TYPE OR PRINT NAME OF NOT AR Y
TITLE: NOTARY PUBLIC
Sl. Lucie County Roof Permit Application rev. 7/18/05 dmg
COMMISSION NUMBER
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Code Compliance Division .
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772)
462-2522
Permit 1
-
-- - --- ---- - -- - -- ------- --~- ---
PROPERTY INFORMATION ~roP!ertM Maintenance »
Address 1908 D ECHO
¡FORT PIERCE
Parcel # 13403-502-0258-00010
SID ¡White City SID
~I I Owner(s) [Ethel M Laws
I Unit #
IflI34982 . Jurisdiction 1St. Lucie County
Future Land usq RU I Zoning I AR-1 Block I ¡Lot # 1222
Flood Elevation I Flood Zone I NIA
Application Type ~~~~~__,~__'''' _,~_
Activity Type L::~,:=~~~~=~="~:,,,,,,,,w,,,,w~~~:~~_~..~l Confirmation # EJ
Other - Specify I I
Permit Type ;~~~!~~~:~..==:::::::,.... .... .................. Date Applied \ 07/06/2005
Location : M~i~.I~~?..~ :::::::' Date Issued 107/08/2005
Manual Valuation 1$6,988.21 I Date Finaled I
Job Address _llillll j¡¡iÙOOmm¡@i¡INMiIJßil.1m1Mit1tt¡jg&Wil@¡;lmmm¡¡;m II Expiration 107/11/2007
~
Status Ilssued
.......,....,.....,...........,.....,..,.............,...........,...........
................................,....,.......,...,..............,..................................................
...........................................
Taken By Icounselb
Issued By counselb
Finaled By I
Category Type
I Contractor
Property Owner
Contractor
Open Contractor
Registration Form
.
Contractor [22·Ù}1....·..~....ìCHARLËS..Joï:iNS6N..······················...............
I~-~-~---~·.. _..~-_......~..
Name CHARLES JOHNSON
Business IC A JOHNSON CONSTRUCTION INC
Name .
Address 11521 SW 120 TERR
11521 SW 120 TERR EJ33325
Email I
"I
I Phonel(954) 821-8994 ext
Fax (954) 571-2136
I Mobile I ( ) -
I Pager I ( ) -
I
Sub-Trade Permit
Sub Trade StatusL.............==
Taken By
Issued By
Finaled By
Permit
ERIK
Company
Owner I Buildier
Date Applied I
Issued I
I Expiration
..............."..............-.-......................................................................................................................-.....................................................-.....
Sub-Trade Job Description
¡
t,~'^.n.y..^...,....,.,w..,...w_~...wnnn_'..'nn...w^.n..'..'n^w.'w'.·.·.,·.w~.w.·.·.·,.·.·.·n.········y·w.w.·,.y.w.·
CONSTRUCTION INFORMATION
. .' ....... ...... 0':-:" °0....
Units . ~.~
Total Sq. Ft. 10.00
............-................................................................
# Bedrooms c=J
I Flood Map I
# Bathrooms c=J
I Flood Zone I NI A
Floors ~ BUildingS_
I Min Flood Elevation I
t.~,w.w..,.~wn.w....'''.............."''w..~..............·.,·.·.·.·.·.·.·.w.·.w.,·.,·.w.w.·.v.·.·.,·.·.·.wu.'·...w...wn.w.w.........~
FCC l~~~.i?~.~!i~I~?.~!...~~p..~~~......M..,
NOC Required [8J \JOC Received [8J
Setbacks (Feet) Front I Back I
NOC Expiration
Left Side I
Right Side I
Job Description TEAROFF REROOF FIBERGLASS SHINGLE- 2000SF- 3/12P
.,--.!'
9r.h~1Ç~~ t~~1t~~:~".
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772)
462-2522
-
Permit 1
-
Address 1908 D ECHO
I FORT PIERCE
Parcel # 13403-502-0258-00010
\ Owner(s) \ Ethel M Laws
Jurisdiction 1 St. Lucie County
1~34982
Future Land us~ RU
ILot # \ 222
I Zoning I AR-1
I Block I
SID White City SID Flood Elevation Flood Zone NIA
Additional Info 12/04/2006 * Meeting with FJW * Permit must be re-applied for wI 2 engineers reports certifying dry-in, material,
fasteners and windspeed [ 130 B ] Jmc [ permit must be applied for with the proper scope of materials [ ONDURA
CORRUGATED ROOF PANELS] Spoke with contractor as of this date and he will take care of it» JMC ALL
PAPERWORK IS IN FILE ** Ondura sheet system is designed not to exceed 30 p.s.f. ** see report. for tile system
P.S F
1/11/07 spoke to charlie qualifier- needs to reply with new application, need engineer letter, con/lic update. and
void letter for this permit. spoke to jmc in what is required.. BAC
Spoke to ¡me and he still hasn't recieved any florida approved product review on material used. A new permit will
have to be applied for with 2 engineers reports covering note above dated 12/04/2006. fj williams 1/23/2007--
4/11/07 PER KEN ARNOLD AND FRANK WILLIAMS - PERMIT TO BE REVISED WITH (2) ENGINEER
REPORTS. FEE WAS PAID ON 5/24/06-corrected fee description from renewal to revision. bac
5i:;".Á~~: t~u~:>
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1148
http://stlucieco.gov/ce
INSPECTION CARD
Permit #: SLC- 0507-0147
Issued 07/08/2005
Job Location 908 ECHO AVE
Jurisdiction: St. Lucie County
Parcel: 3403-502-0258-000/0
Owner: Ethel M Laws
Conf #: 643
Type: Roof
Double Fee: No
City: FORT PIERCE
Lot: 222 Block:
Subdiv: White City SID
Flood: N/ A Elev:
Flood Map:
Project:
Job Description: TEAROFF REROOF FIBERGLASS SHINGLE- 2000SF- 3/12P
Contractor
JOHNSON
1521 SW 120 TERR
C A JOHNSON CONSTRUCTION INC (954) 821-8994
1521 SW 120 TERR, FL 33325
(772) 466-3836
Property
908 Echo St
Fort Pierce, FL 34982-7603
Setbacks Left:
Right:
Front:
Rear:
Inspection Notes: *** PLEASE CALL HOMEOWNER ETHEL @ 466-3836 WHEN YOU GO OUT ON THE
INSPECTION (CODE CASE) ****
4/11/07 PER RAY WAZNY RENEWED PERMIT FOR 90 DAYS TIL 7/11/07 WITH $50.00 FEE.
REVISION REQUIRED. bac
*******INSPECTOR NEEDS TO GET PAPERWORK FROM MONICA BEFORE COMPLETING
THIS INSPECTION, AS THERE IS A COMPLAINT AND LAWSUIT PENDING KNEAL
01/02/2007*********
1/4/06 per Dennis Grim renewed permit 4/30/2006 with fee.4/30/2006 PER DENNIS GRIM
RENEWED PERMIT TILL 8/23/2006 WITH 25.00 FEE NO INSPECTIONS TO BE FINALED
UNTILL PRODUCT APPROVAL IS AT JOB SITE BILL 11/03/06
SUB-PERMITS
Permit #
Status PT Cert #
DBA
Owner I Builder Job Description
INSPECTIONS - For Requests, Call: (772) 462-1261
Prioritv Date Sched. Res Description Inspector
Date Insp.
Permit # Code Description
0507-0147 900 Plan Revision 1
FIBERGLASS SHINGLES WERE NOT USED ON THIS JOB. PERMIT MUST BE REVISED WITH PRODUCT APPROVAL AND
MANUFACTURERS METHOD OF ATTACHMENT FOR TYPE OF ROOFING USED.
0507-0147 999 Final Inspection 1
Re-inspection 4
0507-0147 999 Final Inspection 05/25/2006 81 Disapproved Steve Brasda 05/25/2006
scheduled with K
REPAIR WORK NOT COMPLETE AREA WHERE FLAT ROOF MEETS SLOPED ROOF.
0507-0147 999 Final Inspection 1 05/26/2006 81 Disapproved
SCHEDULED WITH IVAN
Resulted: Thu May 25 13: 11 :41 EDT 2006
0507-0147 999 Final Inspection 1 08/24/2006 81 Disapproved Dave Johnson 08/24/2006
FIBERGLASS SHINGLES WERE NOT USED ON THIS JOB. PERMIT MUST BE REVISED WITH PRODUCT APPROVAL AND
MANUFACTURERS METHOD OF ATTACHMENT FOR TYPE OF ROOFING USED.
0507-0147 999 Final Inspection 2
Re-inspection 3
I····'···'.
.. '..
¡Permit Nur110507-0147
5Þ"h~~~~
.
PROPERTY INFORMATION ~¡~;.:)' \'¡d L¡" l'~ [ <'
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772)
462-2522
\f~\
\J \ Permit 1
-
§O I I Owner(s) I Ethel M Laws
I Unit #
. Jurisdiction St. Lucie County
I Zoning AR-1 Block I ¡Lot # 1222
Flood Elevation I Flood Zone I NIA
Address 1908 D ECHO
I FORT PIERCE
Parcel # 13403-502-0258-00010
SID ¡White City SID
~34982
Future Land us~ RU
Job Address
Application Type ~~~~E~~~~~------------- --------- - ..-.
Activity Type [=~~-=======] :onfirmation # ~
Other - Specify I I
Permit Type ~~~______--__---__J Date Applied 107/06/2005
Location I Mainland 4 ~~~ Date Issued 107/08/2005
Manual Valuation I $6,988.21 I Date Finaled I
Expiration 111/22/2006
Status
Taken By Icounselb
Issued By I counselb
Finaled By I
~. · ~::. 'I ~\" ;\1 If'" :" ,',:, ",~:,:It~Y~"' _ I""', ' " ,¡ ': _,) :~':.:.'< :~~ .. >~;~
SUB TRADE PERMITS ¡ ~t,h~:' ¡<it, j ¡ u{~~, , .,"; ¡ ~
----------------
Contractor ------¡-------------------------- -,
~_-J~~AR~~~~~~-~~~----.....
Name CHARLES JOHNSON
Business IC A JOHNSON CONSTRUCTION INC
Name .
Address 11521 SW 120 TERR
11521 SW 120 TERR
Email I
..... ......,~. .~...........................~.·N'"""""·...-_ ...oM -.._v.....·^""""·..··~··""·'...._ .......... ...... --
Open Contractor
Registration Form
.
Category Type
r~ -------------·---------·-----------·l
I Contractor I
Property Owner
Contractor
Ð33325
I PhOne (954) 821-8994 ext
Faxl(954) 571-2136
I Mobile I ( ) -
I Pager I ( ) -
1
Sub-Trade Permit
Sub Trade Statusf
L..... .__.._...._....__..........._....... "...---..-.----......
Permit Type
Contractor
Owner I Buildier I
.......................................-......................................................................................................................-....~.~-.....,....................~......_.~~....~..,..~.~....~_......-.~,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,----,,,,,.,,,,,,,,,,,,,,,,,..,,,,,,,,,,,-,,,,,,,,,.~,,,,,,,,,,..-.,,,,,,,,,,,....~
Date Applied I
Issued 1
Taken By
Issued By
Finaled By C=-~==
I Finaled I
I Expiration I
Company
,"'_~ .. .....,_...,.""'...._......_....~....-.."""u~.·.·.......·...·.·......·u.·.·.·.·...--· ....~~. . ... ' ......~ ~ ...~...................... '....~............~.."......-. .....-,............... .~.. ..'.... ..-......-._.........~............-.........-',.....~,'''"...."..............................'..... ..'......... .~..-"..' ...
..-.......................................................................................~....,.."......._""'..........................._...................'.....-........................................................,.......'..................,................ .....'................_......................._.......~......................._................_....-..-.......-,.......'t
Sub-Trade Job Description
CONSTRUCTION INFORMATION
t ~
~.....................,..........-....._~.~..--._-.....-.....-............._..__..............-.-..............,--_.........................._......-.....,...~.,......_...-....---.._-........-
Units _ Floors _ Buildings _
Total Sq. Ft. 10.00 I Min Flood Elevation I
FCC ~~~~~~I R~~~~~~!__~J
NOe Required ~ \Joe Receivec ~
Setbacks (Feet) Front I Back I
# Bathrooms C:=J
I Flood Zone I NIA
# Bedrooms C:=J
I Flood Map I
Noe Expiration
Left Side I
Right Side I
Job Description TEAROFF REROOF FIBERGLASS SHINGLE- 2000SF- 3/12P