HomeMy WebLinkAboutPRODUCT APPROVAL 6/29/2021 Florida.Building Code Online
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Code Version 2020 FL# / 28113A
Application Type ALL Product Manufacturer �JG K 2-1 ALL
Category ALt_ Subcategoiy ALL
Application Status ALL Compliance Method A� A`� ALL
Quality Assurance Entity ALI_ Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for'use.in HVHZ ALL Approved for use outside HVI-IZ ALL
.Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-AQ_licationsmm _........__.._._._._.__.
FI_# Type Manufacturer Validated 13y. Status
[
.....__.. ......_........._....__._.-._ .___.,....___.__ _..____._._...---_....
1281.13- Revision Integrity Metals LLC James R Wally, Approved
R2 FL#: FL2B113.1 PE
N!st�rY Model:26ga(min)IM100 on 15/32"plywood (561)3797
Description: 26ga(min)integriLok IM100 naiistrip panel on 15/32" 3891.
plywood(min)
Category: Roofing i
Subcategory: Metal Roofing
_.____.......--..... . _._._-__........ i
fL281.13- Revision :Integrity Metals LLC James R Wally, Pending FBC l
R3 FL#:FL281f3:1 PE Approval I
Model:01 1 26ga (min)1M10OFF on 15132"plywood (561.)379- j
Description:26ga(Min)IM10OFF nailstrip panel on 15/32"plywood 3891 !
(min)
Category:Roofing
Subcategory: Metal Roofing l
+Approved by DBPR.Approvals-by DBPR shall he reviewed and ratified by the POe and/or llie Conunission if necessary.
Contact us::2601 Blair Stone[toad•Tallahassee Ft.32300 phone:850-407-1824
The Slate of Florida is an AA/EEO employer.CollyLtghl 2007-2013 State of Florida.::Privacy Statement t:Accdssihiilty Statement;:Refund Statement
Under Florida law,email addresses are public.records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail In this entity.Instead,contact the office by phone or by hadilionat mail.If you have any questions,please contact 850.487.t39s.-pursuant to Section 45S.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The ernails
provided may he used for official communication with the licensee.However email addresses-are public record.If you do not.wish to supply a personal address,pl vse
provide the Department with an entail address which can be made available to the public.'in determine if you are a licensee under Chapter 455,F.S.,please dick ua •.
Product Approval Accepts.
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6/29/2021 Florida Building Code Online
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Product Approval
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Prod ictApprm,I M1lLgrm>P whict or Ap n s'I>Apptieation Wall
FL ff FL28113-112
"101
°w2i{ " Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Integrity Metals LLC
Address/Phone/Email 2604 B Piper Drive
Vero Beach,FL 32960
(,772).584=2654
Admin@integritymetalsfLcom
Authorized Signature Joe Keene
Admin@hitegritymetalsfl.com
Technical Representative'
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email'
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a'Fiorida•Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Nardcopy Received
Florida Engineer or Architect-Name who developed the David Eng
Evaluation Report
Florida License P.E-81377
Quality Assurance•Entity PRI Construction Materials Technologies,LLC
Quality Assurance Contract Expiration Date 05/25/2023
Validated By James R Wally; PE
Validation Checklist.-flardcopy Received
Certificate of"Independence FFL28113 112 CO) 26ga I[✓1100:rljywood.ndf
Referenced Standard and Year(of Standard) Stapdard Vear
LIL 1B97 2015
UL 580 2006
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL28119 g2 Equiv 1897-2015 equly left 6prlf
Sections from the Code
1
Mips://floridabuilding.org/pr/pr_app dtl.aspx?param=w(jEVXQwtDgsebWWJsOVIxUvWHN%2f6WedfoDa8OtAlQzQ5Vl<gd4M12Zg%3d%3d 1/2
6/2912021 Florida Building Code Online .
Product Approval Method Method 1 Option D
Date Submitted 07/31/2020
Date Validated 08/19/2020
Date Pending FBC Approval 08/19/2020
Date Approved 10/13/2020
Date Revised 06/09/2021 �' I•
Summary of Products
FL# Model,Number or Name Description
28113.1 �^ 26ga(min)IM100'on 15/32" 26ga(min)Integril-ok IM100 nallstrip panel on 15/32"plywood
plywood (min)
Limits of Use Installation Instructions
Approved for use In HVHZ:No, FL28113 RZ 11 26ga IM100 Diywood.n f
Approved for use outside HVHZ:Yes Verified By:David Eng,PE 81377
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-108.5 Evaluation Reports
Other:-108:5 PSF @ 5"oc and w/self-adhering underlayment FL28113 R2 AE 26ga IM100 D1v wood.odf
-78.5 PSF @ 10'oc Created by Independent Third Party:Yes
0:v:h wixl
Contau Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.fight 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalts
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click tlgtg-.
Product Approval Acceptai
FM
® ® R9
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Safe
hUps:/Ifoddabuilding.org/prlpr app dtl.aspx?peram=wOEVXQwtDgse'OMJsQVfxUvWHN%aj6Wed1o0a8OtAIQzQ5VKgd4M12Zg%3d%3d 2/2
l .
r I M-1 I CC U I n - g"r"i-L o k
3 1 ¢ ;� 26 gal,ige,(min).16" wide nail strip panel over 15/32" plywood 11 ',
Florida Product:-AW-oval dumber 28113.1
F
Gnmp[rance'staternettt; This.product as described has demonstrated compliance with
Florida'Building Code 2020, Section 1504,3:2, as required"by h'.ule
i
0>t`G20-3,method 1 D
1Ul nufacfttrar: Ir 49fity.Metals, LLC 12640 Piper Dr, Ste, B, Vero Beach, FL, ,
'.. 32960 .772-584-2654 1 ,,j kA1 ti�I,u rite�ir,=tals i.t tarn
t'r off Uct,' tiitegril..ok IM100 is a nailstrip panel with a 16"maximum p�nei
Width, and nominal rib,hpight of 1."
M tcsrlal` This product is manufactured frarn 26ga or thiclter isteel with yield
strength of at.least 50ks1 anf corrosion resistance tier F13, "
1607.4.3.
Fastener: #1'0 x 1 low-profile style fastener Gomplfant Uvith fBG':'i sbi§6, ,
Larger diameter and longer tenth _ s(eners are aeceptahle
ataihless steel.fasteneis:rnay be used
SubstrateYDc ctc Minimum f5/32" 111dR PIYtNaod
Underlay ne t: Corrrply with l3C1507 1=.1 where appl[pable. "
Slope Cprnply.vtiith;F4 C 1567�(;2 wltr re applicable.
Technical Documentation Tk1 s pr4cltact has been teated"to'tlie UL 680-06 standard by
lntort0k:Testing,(TST-1527),,snort 17726.05-430 4rt R0,filiis test"
ropo,is used with`permissidn`
TftRs prod uct has also-been tested to UL 580-06 and UL 18J7-15
b "Ifitertek, 60ort 1<.4846.01-450-44 R0,
Max.Allowable Loads & Method A: 78.5Esf 1 Install fasteners-every other hole (±1 U,o.c.).
►nsta[la ran Rayu rerttsnts; Method g� 108 5Dsf i Use self-adhering urtdeClayment and install
faq -pers in every hole
Factor of.;safety ta>.2.0 applied to caloulate a[Inwablu loads.
Evaluated By: David Eng, PE
" Timberlake Cove, LLC
3324 W Univ. Ave It 206, Gainesville FL 32607
P- Lic. No:81377
CA Lic No: 33344
' r "'L+til2tl Y_t I ir3ifC?(;( Jtz C Cull
{� �1C'Fi1i�l> �r�•
S1 NISI vj v` lllt� t,riti�t 1SV c gal rage 'I
ll/rr/ilt��
INTEGRITY 2604 Piper St Ste B
METALS Vero Beach FL 32609
MHAL ROORNG MA.01 HERE. (772)684-2654
Panel Accessories: The manufacturer does not require the use of closures,
sealants, butyl,or other similar accessories between bottom
edge of panel and drip edge,or in other locations.The use
of closures and sealants may be advisable in some cases,
however that decision is the discretion of the project owner
and the installer.
Certificatlort`:of Independence:: David Eng, PE and Timberlake Cove, LLC do not have,nor.
will acquire a financial interest in any company
manufacturing or distributing products under this evaluation,
The same entities do not have,nor will acquire;a flhancial::;
interest in any other entity involved to the approval process
of the product.
Excluslons;8 Limitations: Design of deck and roof structure(to Include attsch►ment of
plywood or wood plank)shall be completed by others 1=ire
classification and.shear diaphragm design are outside: he .
scope of this evaluation.
This report Is limited'#o compliance with structural-wind`Ioad
requirements of FBG 1'504.3.2,as required by Rule 6.1G20
3. Neither Timberlake Gbve nor the"anufaddhar 6halGbe `
responsible for any conclusions,.Interpretsfloris or'designs.. . -
made by others based d report
Is limited solely fo ddo�ime' I comphanco with Rule
81 G20 3, end gin or implied warranty
regarding,perforrn nce of,this product.
Design Process: The.load tables in.this report provides one prescriptlVe
option for.the fastening regdirerhent for the:appllcabte wind. ,
loads.for roofs wifhin.thb parameters descdbed.For.roofs
otli 31de of.the listen Barometers,design wind loads shall be
O1rt11ned as required liy FBC 1609,ASCE 7,or other
des(gh:code In force, using allowable stress.These load
tables ark:based on ASCE 7-16.Use of these.tables
r'sBsurnas'that the structure is:
■ Enclosed and conforms to wind-borne debris provisions
and is a regular shaped building
■ Is,not subject to across-wind loading, shedding, or
t i } h tilt Yti J( %k.:: r .:.... y,.
Ihafability;rior does it�haAW'61 le)�fton,for whlch
I? 1 dhannefittg or bLi` jlf 4arrent co&,lderafton
Engjneeringsanaltm$y t>f�oc?mplead ky"�itt1X IioQr�s@d
engineers for project specific approval by local authorities
having jurisdiction.
FL28113.1 wxvw.IntearilyMetalsReom Page 2
. f '
INTEGPITY 2604 Piper
1 s
M Eo TA L S Vero Beach FL 32609
WIkl ROOTING 61ADEHUI (772)584-2654
Design Load Tables: it
' _. ..
Select the approprir�l:e lnaci lade that�pplies.lq tile e e t,. 2.. _ l;
structure in grtestitarr,
` 1 t 2:
o ,
Qelormine the.design wind speecl for the project j
location. ,
Use the attacliment metfiod indicated for that
win ispeed-witfiin each roof zone, r 1 r'
NOTE:,ASCE 7-16 and FSG 2Q20`(adopt a 7-zone
i
coilcept.'For the load tables I*ow, the worst case +._.. 1 _......:_.... 2. . _.�
was taken for each zone and reported using the eta i 1W ROM a§n tu.;u= Lilt 1�4
^'tt
standard zones t-2-8:
Zolle.l includes zones 1;and "I' s ....,.i .4_a.ti,zs c a
Zona:2 inckides zones 2e, 2r,art(]2n ROOF ZONES FOR GENERIC BUILDING
Zons.3 Ineludes zones 3o.and.3r
Combining lhese zones creates a clear,simple scheme,at the expense of some design efficiency.
Contact he ma
nufacturer for'furtl o information, r c 1 1 r or consult dt a licensed design professional.
i
Method A: (1).#10.x 1" (min)fastener every other
hole
Method D ('.)#10 x 1':(min)fastener every holo
(±5' o.c:)•with self adhedng onderlaymenl.
NR:Consult a design professional.to assess the
proposed installation
� Y t
th33 4 111i:,irhi 9l<DWO lot;Intc.iw s which 1,11601 tho'lollowhig cfitern, Use Ihia lond t=ablo for-slrucitires wlkh mote thu fctllowicicl t,trlojitl
Aft',loci fo ci in Fixf)o1mre B nal-l'-'t v't. loc°:ti.ct u1 13,.(,ctr'rJ e3xpnssttru.rtre i
Hnr i;i;i.irsr h flat roof,or gabieAtIl 1 roof wish roux,:lope of 41i= 1-fa r.oithor it Will00f,or Uablulhip roof wish max Stapp of
a ray,an rcu:f orit lhr of 30 feef for loss I-Irive it to arui iod heiuhi 64 30 feet or Iftss
I"i._2lt1113.1• 26ra IN1100'I"nail stri-,on 15132" `rl wood FI-281113.1 afir:a I h100`t" lglil strip on ' 32" t wcr«d
Wind '120 13t1 '146 150 1160 170..-WO 190 2U0� Wince 11-10 '130 140 '150 '160 170. 100 190 200
Zone 1: A 7ti A A A A A (�' Z.onc 1 A A A A 11 ,1��
Zono 2: A A A A A �t� fit 3' �a� � Zone'� A F� � l7`��� �� t�7�1f � �1 �ttlt
i
c,tlea 3< A A el AI ,' I.t.`,�1� � of Zontr 3, ...:tl.._., t3. C41 Vu1+4 � � 1.1
f
tr y,Wv: 3 a-,ct lablo lot fArrictiuc:S�,,Aii ai fnerA thta 16A10 i ti tci teriti- wile,this lotid table for saruiaurrs valticsh r€iata the(uliuwint't cuicm.
Arrr lr,r;rui d is t:,xtiostirr: B.rua iv'e 1:ar,aletl In 13,C,or U exposurn aj-oa
i MW'i f;ftianr it(fill root less thall 7`,hip rout will fkavc (,ilhoi'is flat roof loss than 7",hip root with
iYiax slope of,W,.or arrtale roof with elope hotwrten 20'arnd 45' Max siripe of 45`,or gablo roof with slope hntweon. and=15'
f t vi+ a nrf.a i"rou,f 116ghl of 311 teat or loss Haven rrwan root ha; It[of 30 foot or loss
ftL f1111;i.1: 2G.n 11M00 'f" nail stria f)a '15132"JAVW0.0d. FL?t1;313.1: 2E9i a IM1100 1"nail str'i .on 15/32" 71 wood
( Wind '120.130 •140 160 1150 -170 '100 190 200 Wind 120 130 1110 '150 '161) '170 '100 190 20)
Zone 1: A A A A A A A A A Zone 1: A A A A A
Zone %; :'1 rf A A A A f� 13, 1 t ' weep 2:. A A =Il C3:` �� ��`tt1
Zono 3: A A A A .I"�,: ,il.� Zfn o 3: A
FL2B1'13.1 c>Iriir cttrittrixsti, l.i;ca7ti Page 3