HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFING ' ':Pl7.029 � •�
Florida:Bulldln9 Code.'Onlme
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' r' i t A reGiil steno H" i..i .P.4iJ.SJ�p _.�Pradu �•;gp�Ycnllon Searth.�pj�illtatfan Lixt>kpplkat[arJ oetsll - ;j
F` REVIEWED FOR
FL17D2-R9
Application Type Revision 2
Codevdrsfon 2020 CODE COMPLIANCE ,(
Arptication Status Approved S'T. LUCIE CPU14TY gOC
Cnmmen6 P� l 3 7iZ '
Archived
Product.r%jiuracturen d
)=xireme Metal-Fabricat+7rs,LLC �i Z
8ddress/Phonej.Emal1 2160 SW Poma Ar've t
Palrri.0 t'FLi3499l, -
(772).872=BA34 `
rlvalfdsHonbyaho mm '
e
Autherizeclaignature: Hi tArd"MCKuhen
ilvalidation@yahoo.com :
Tectiidrdl Representative Richard McKuhen .
Address/Phone/Small 2WO_SW poma brive:
Film City,FL34990
(772)872B03Q
ilchar 2-11 ab,net
Quality:Assurance Representative
Address/Phone/Email '
I •
category Roofing '
subcategory Metal Roofing `
Compliance Plethod Evaluation.Repart rom:a Florida Registered Architect or a Llcenscd_[Nr ss
,. Professional.l;ngln�er - �
Evaluation Report-Hardeopy Recelved: + ''
rl4{ida�;Eng1poer or Architect Piame who developed the David Eris
Evatuat1on'Repart >
Florida License Pt~61377
Quality lCeystone.GerHficatioils,Inc.
QiUality.Assurance Contract Exptratton Date 04/22/2024
validatud By James R Wally,PE
i4udacio4i:Checkllst-Hxdcopy Received. j o•r
Certl(icate of3ndependence j=1U,Td,_27, R9 COT 26 4 V AX nd
_ ti
Reference..d Standard:and-Year(of Standard) Sjndnrd• one .,
TAS iaa 1995
TFlS 1125 2003
uL Se0 2006`
Equivalence or Product Standards f '
Certlfled By a
Sections from the Code
hUps:l/fforldabuilding. rglprlpr�:app dil.aspit?param=wGEVXQwiDgv2a6QpHpQQoEirMZMkUEoR%2b7ZB0ylsB2JuMtviufegwty,4�o3dllo3d
r s� �
i1
Ficada Building Gode:OnlJne
3!1.1i20Z1 .
raduct AppraGai'Metfied Method z Option
' •�fc Su6mtttrrd 12/16/20'2D �
ate Validated: �zJiG/zozv � ••
ad Panding;FeC AbO.t val 12/Z6/207, ,
r
ata:ApprQuna`
Sutnmar `ofprodutts
pG- Ueda!,Number or Risme. Desariptlgn
-.7022'1. 01 :ZSga VMax on Plywood Z6Qa:(min)Vifax 5Vpaisei via]th-Z4"'covortige on 19j3g ;(nlr.
pl)�udbd 6r3(o"'(inin)thick wood V lank
Limits ofUse 1nsE51latwn xttstre�eFibns �
A0,provda for use In Hwiz;No F176zz !29>rr 2Sya'1lMAX p1yN+�od:jj `r` :r
Approved for use 666ide`Hwiz-Yes Veritled By:David Hng;:PE 51371
�, rsaCt RestStant,N1A treated by Independent 7titrd Party;.-Yes t+',
pest ssura �iV[A/228 EvaEuatron'f3gparks
Other•Refer afkrn r.BPort 612 AD AF 26ua UMAX Q�biy� d.bdf'
' Created�y7ndepersdentThird Party.:Yes '
170212 02i:032 Atuml6pirn Wax on plywood ftominalll (or thicker);Vklax x17 paoei;
f 21"toveaage pn l&J3z"(min)plywood or 3/,V(min)Eli
Goad=plank.
Umlts of use Llsistaltatlon.Instruotions I
App loved.for ttsaEti i1VH7;:No R9 it r132.Vrq;Sx 71in p)vwnod.odF t:
Agprpved for use outside HVkZ,Yes Votined B `..DAVid Eng,.y. Pt:81377
TI»paetResSstastt iJ/A ...... Created'by.Independe.tT.1hlyd Party Yes.
t7esign pressure 4•N%A/-ISU tivalu 0ation.RQports Y
Other Refer to eva.luatlon.report• ELtI 2. R9'AE � (MAX 7timj? wnod.p ,
.Created by.Independerit 7Jtlyd;Party Ye4„
I
r
17022,3 03:Z6ga VMax on PlyW&6d 26ga:.(min)VMax 5V panel with 2411 Coverage on 1$/,3�'►inl
rood or3 e"/ (mlri):thick'wood plank:Opt(on for�fasfrn r?;
the:flnts and'in, he ribs, r
Clmits of Use: 7Cnstatlatlgn riistrdetions.
Approved for use in HVEEZ.,No; FC1702Z R4 II 7* a VhiAX �viooii flats odf ~ +s
} Approvefi:.for use M61di a Wil,Yes Verified By David Eng,PE:81377 + {
Xhipa I Resistant NJA Created ty 3ndi pendent Third Party Yes
tiestgn t+ce8sure +N/A/-114.2b EvaluaN�ra Reports
other„Refer to evaluation report; R9 AE26
q v
FL 702 a VMAX er vrood flatS.odf
Craatec `w Indeperident'rhltd patty:Yes i
17022.4,• 04:26ga corMax on p.[+Wood 1 Z6ga(thin)6pmMa corrugated,panel with:,2 cov?5 e
1S(32"{tntn):piytvgad.4r 3/43(min?thick wood pJvoJe l ' '
• Lam[ts of Use Fn5faifatwn Instrtic[:ion5.
!Yr Approved formse:En HVHZ,Yes F-wo0 7 R9 Ii .6ga C r, rmax Plywood F1yHz off. ;
Approved forc+so outside HV92Z Yes Verified By 'David Eft PE 81377
.npact ftesistanl~N/A Created by-Iddepegdenl:-Wrd Party;Yes
Design Pressure tN%A/-3 fitvatuat,on Report `
'Other.Refer td BYaluation report, FLI7027c Fi4 A 76ag_Cormax PIytyaod WH7,ad
Created.by IndependetiCThlyd I?artyrYas - •;c
V0245 05.26ga Cormx:66 Battens 260e(min)Cgft,*x corrci§ated.panel with 28 V coyeiage,:a
3x4(sxtn)Liattens. ','
Urnits Ouse Ynstatlatron.instructions
4 Approved for use id HVHZ:No Ff 27427 R9 F 6aa CorrAa3L attens,t
{ ` Approved for.use outside HV9,r Yes Verliled 5y .David£ng,?E 81377 ' •-`'
� �mpacC itesEstant iV/A Cretited Qy Independent:Third i?arty:Yes =k(.
�. Reslorr ressure N/f1/-161 1=valuai rn ltepnrts: ; ,'.,
• Other.Referto.eiMUZItion,report. JELMZUA AF 96ga CorMax Bat ens.Rdf
1 Crentet`:6y independent Ihird party:Yes ;F
to' .. t
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Untd£''t"(Q t7t nt., comply With locai. building code of FSC 25t,7.1-1,where required.
Slope: Comply WI+11 Iocdl 1aulLding code or>~BC 1507.4;2 where required. ,¢s
Re RocrF in.g This :panei may he installed aver a single layer of existing shingles as perm'tt'c '
by iocclE $uiitl ri`g code or FSC 1513;..provided the existing r;)of Meet s the corecirtiorts reclutred'. i
t
the appfiea:b:l coda.
ti
Mgxlmum A Iioweibae Leads E Insicltiatio.h Requi.remenr
Mgth�cl Z:5"_fa ahcW-1211 poftern at 16117 ox 66 PSF - ,
i�la lied S # O 2'_5" a ever en „_ �„ patfern'at ib" o C 93 5 FSF r
MetJp:o� -C .#IO 1 5" as e e n 1Z'1- "' pattern.ai a'.'.o e St}1 PSF.. "
t4etH:o ;5" fasfiena n 12 2" batterrr at b" o c 226 PSF
fac+or:af sa ... of 2 h.qs been applied. `
Technical Dacumehtatioh:
This product qs be in tested to the UI. $80 sfandarci by Archi'sctural Testing.<'noW 3:ntertA.k �
T-estiog, 7'$T-1 277,:report D068.98;01-450-113, F3366.01-450-18, dnc D05848:02 450-18. As refei-e.nr_e . '
r-t_ 170z2,1J1�R7
Com...pl `a'n .e S Tate men:
Thls produci• . .s ciescribed has demonstrated compliance with Florida Building Code 2020, �hJ
1504.3.2 tenon•- VH.Z) ds requ.ired by FL Rule 61G20-3, method 1a.
Thls:.p.rodOpt s described licks been Vested and dernonstrlited. compliance with: �
• ULS80 Test: .b'r Uplift: E3esiistance of Roof Assembiias
VL 1897 iTpl ft tost.far raaf covering systems
Design Pa- dess:
'hc load tain1 A in. this report provlc-as one prescriptive option for the fastening requircil
iar the appllcabie wind loads fo,r reefs within the parameters described. For roofs outside
r tee listed par ureters,.desi:grt.wind loads shcill be cicterriflned Qs. eequb-ad by:.l=8c 1609, A•SCE'I "
other design aide in force, u'sing allowable stress. Thes . toad 'tables ore basgd an ASCE . a
use o'f these ftbles assumes that the s-trucfuna is.,
Enclose and co.informs:to:wind-borne :debris:provls.lo.n- an..,4 is a regular shaped l�ur.41 .
e rs no.tsubjeet tb. across-wlnd load.ing,.vortdk shedcl n.g or`Instabllity; rtcr tloes it hrxv' ?.
sitO loc Lion far which 'channeling or butfet.Ing warrant conslderatlon
Engineering nglysrs relay be:complefed by other licensed engineers for project specific i
apprcital by E 661 aufhorities:haying jurisdiction.
Cortificatl - h of :End6pendence: .'
Dav(d E n,g, pH c� ii rimberl4ke Cove, l.'1+C do not.have, nor will acquire a financial interest in any comPony _. ;,
manufactu,rFng. r distributing products under th'l's evaluation.The same entities do not have, nor will
acquim,el flna cial intare'st In any other entity Involved in the approval process of the product. s
xcl isions and. Limitations.,
Desl n of deck net roof struc+ur.e (to_ini. ade,gttachnleni of plywood or wood piahk) shall be campletad s
.utters_.i=l.re ela slfication and slt'ecr dlo� �ragm dosign are outside the scope of this aVoluotion. Accefor i.a'r,•
'roeatherin.giscl sproy Is outside the score of this evaluation.
This.repbrt .ls.1i lto,4 to coiitpiicnae with struatura.l wind [acid requirements.o•f F9c 160..4.5,21 as required b;
Eiule 614620 3-14 lther Timbariake cove nor the manufacturer shalt be responslbio for any conclusions, ' T
interprotatlons or designs,inccdo lay othors based on thin ovalu i'lait report. 'rhls,.report:is.1lmlted.saleiy ."
documonfirlg a_ mpilanae with Rule 61G20-3, and mcikes no expri as.or 1•nptied worranty regarding
performenca o thls product Tnstaliatlon shGli be subject to ti.e local building coda and authority hgvl
lurisdiCtiotn; t1j'N., rapgrt shall not be construed to supersede local eoc.:s in force,
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.L :e t'+r._", •.r7di; .�7 rr�1'�..yy k 1�J7:..;��Z �5..�7'�L.rr 6r•.'GV�R R,
TI �j`ti!� t 7�.rl�i:ra 7.x'� ��•'q.,Ta�.-tix,�a� €++JJ'T'++fs�1i r r� $ .� y.,��rr�'f�,-• ` -� ,f
. ��rr��V:�.^ Q�t�{�.tOrJ ' � �hr3��-i1.,,'r'7jylft a �5�•'•}.'r W ' y ' , :�
7 a. �.t di 1 �`-'.��� ,{It�3'• r ,r: V..�i _...+r
r:. sa ..-N:•t.^r15 f:-i::.:.-tG.�vj'.�rr_r.?=.c.Td..+�'d1�6;`rtY.'n•'Jthf.wX1.. -.. - '!� - '{
Instructdonsc g.S'
Select the r;a riate 16d.0.:tah.Ie What a I Qs to the
PP' p pP
structure i clue'stian..
Detigrsn'ine Fie design:w.inci sp"d for the project
location. 2 i
Use:the:att ichment rnj:ef hod':indi cote d.f.cr'that
WT. peed ltb1n each roof zone.
NOTE:-ASCE 7 16 q.nd FSC 2020;adopt a Z-zone co.nccpfi: '
Far Fhe foa;, fiabTs bcilaw, t:ha waist case:wcis tcrkQn
for each zQ a and reporte.cl u.s.ing the stari_dard zones
Zone j Encl des:zdnes'i und.1'
zone 2 ic:i cteszo_nes Vie, 2r, grrti:2t i -+'aL t�msoo� aiiadsaoor
rt
o.2tte 3 i,ncl.t des zones 3'e c(hd 3r
Comblrring: hese:zonb-s creates a clear, sign le
p vs»uu,emm,tiosmurxsea•uu«••�••�on:srcae.i •�� ,
OxN'OQIIWKWO',gC.:.6n011G71QILVI,�CAmCNC� di -
schnmo, at . he ex.p4n o of same design of�'.icEenay.
Corifa:ct th. martufacturer.for further tnformation, ROOF'ZOiUES FOR BUILD
or C.onscrlt a I, eansed-design.prafesslon:al.
MET14013A METHODS: METHOD C:, METHOD D: ;
#f9 AT IV!�C #�10 ATI G":.O.C. #10 AT s"O.G. ;
12NNOM)= C�iR. lOTR43ED Cai�CULT;I])=SIr,
FROFESSI.O AI,AS NEEDELZ
Use:tllis load table for struotures which meet the fallowing criteria: Use this Toad t.nls.for struciuras which meet the follaviing cn
Are located trl Erg.jtureL M.area Arg located In u,G,or 1]exposure area '
Have Ova flat r of,orgablelhlO roof with rnaxslope of 12:12 Have'7thet a#Taf roof;or gab]Blhip roof with max slape.af,
Have a rneanR06 Height of SO feet or less Have rnean i2oof Height of 3fl feet dr Iess
17022.41.2E a l errm .an't5132" IVvirood FLh7022 4�s 26 a 01 Camp art'1�132'`pivvir
1.
Wind �fl.120: Z3U 94U 'E5Q 150 �7Q 'it30 '90 200 Wind 905 't'1t)'120 0o 440 '1.60 160 17Q 18
one:1: A A A: A A A A A A . A. A Zone�- A A A A A. A A
Zone 2 iA A A A A. A A A �stT.. -rp Zone 2: A A A A C 'D 17
forte--3: A A: A A A A ..C I�ri >r�1�' �D-; Zatie 3' A A. A. C ..D:. D D p
Use this load toble far structures:whlch meet the faliowing Criteria; Use this load 1-0-le far structures which rneet the following crl►t .
Are located in Sxjx isure t3;area Arelocated in.1 it C;or t}exposure aTea ,
Have either aflota of less than 7°r hip roof With Have-either af,at roofless Phan 7°,hip.roof vulih
roan stops of 12:1 ,ar gable roof with slope between 4.412 12:12 rhb ksldoe of 1212,or gable roof with:slope hetween A�,' 1
Jq2Vb.aL.meart Rea Helgitt of 30feot or less Have a mead Kopf Height of 30 feet or less
Fir'i7022 Oi:2ti a 5U Crum ert.151ST'L&Wood FL47 r22:01,26ga 5V.Grim
10 nd l05' 10 1.20 130 140 150 160 176 180 190:200 Wind I05 110 120 ''130: 140. 160 100 170 1gt �
,r ?
Zflne 9:. A A A A A A A A A A A zone.1: A • A A A A A A f3 :
ane`2 A A A A A A A A A B C. &ni Z' A A A A �A B. -D D >?
2ntt2 3 . A-- A_ A A A A A B4 a3 c : tti 3:
.� $n. - �i