HomeMy WebLinkAboutProduct Approval (2) u
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Coda Vers on 2017; :M DD 2020
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Application.Status. Approved
ST. Lucie County, Perrrlifcirlg
Comments 08JY8J2017v,date reapplYAB/21117 - -
A'rchli d'
Proiftict Manufacturer Extreme Metal fabricators, Lc
m
Address/(?hone/Ema� 2300 SWPaa3prNa
Palm'Clty,FL34990'', .
.. °{'772)872=8034
°' , flvalidatlon�yahooaoni' { '
.Authcrlzqd•Slgnoture .°Rich aid McKuhan>,
-ilvalitlotion�Yahoo:wma
Tecliriical,Re{iresentative' `Richard McKuhee'
Address/Phone/CtinaU° 2Y6p SW Poma Drive '
Pafm'City,'FL'34990' '
. _ T itchard�amfab net,
QuaNty:Assuranoe Representative
Add*iihenel,Email
CategoY Roafi"g,
-
Subcategory 'MetalRoafing .,,' o .-
_ >
Cambfiatiee Method 6af6a6h Report from a florid,Registered Architect or e;ucensed florlda.Professtona)Engineer
0 EvaluaflpnReportr.ka,rdc,opy.,Received;
Florida.lIngineer or"Ited Name-who developed the Evaluation Report LQ(KE BOWDEN
Florida;llcense
Quality Assurance'EMity. Keystone Ceitilications n5..;
Quality Assurance Contract Exlilratlon Date 04)22/2024
Validated gy 2acfsary R.Priest,P.E.,
•Validatkin-Checicllst: Hardcpy`Reuived
Certificate of Independence ru70n2 lt7 COI Fir,f7Q221.5YSMft esrvbdf,
RefeFenced 5,fandard,and"Year(af Standard) Sta6dard' ]C88L
TA$a125 2003'
UL`1891' `20Y2;
yl'S80 2005,
Nulvalonte bfProouct 5iandards
Certifiid*
Se6ons from,the Code
Produit 'pp oval.Method, fdethad l Option D I EU � `
Dot �suhmitted. x,0811812017, CODE COMPLIANCE LIANCE
Date Validated , 0812x812017 a A
" Date Pending�fgG'Approvml,, ,' 08J28/2019
'LUCOE COUNTY
Date Approved, aoJini2ni7
cc
Pr
odeyNumber or.Nome1,-`SV Camp-(RGj 28,Gauge ateei,,3/8 rib height,24'wide lapped root`p ribl.methanically.attached to
LSJ32or Waed,Deck:with fasteners or use in HVNZS No,., PLI7b2� R7-ir R 370221 5 V CRIMP mg! '
Approved,for;use outslda:f4VH2:Yes' Verified qty t6cks Bowden,P:t: 49704
Ympaet Reslslrant No Created 6y Independent Third
-Yet
Dea1Ha Pressure +N/AJ-Table A Evaluation Reports
Other Refer to'evaluation report forcondltions nsteli the'aSsembly In;compllenca E41ZR2 �z aE.FL 17022" 'G b r TMP«r.odf
wiw the fnstallabon method'llstedvn this report and`xpplObie tode sections of ff3G Cre4t4d by Independent ttilyd Partys'Yes
Refer to mdnufacturerrs Ip`stellatlon InstrUttions.. °,
17022.7 2:'5V'C7#mp"{Rb} p:032"(lluminuM 318"PJb' eight;2S"Wide lapped roof papal,ma hanirally attached
to16132,piywoo or Woodt>ectc wttli;ezpasedtasteneia
Utnfts or itae Vista#latlon IitstrueNitrts
Approval for use In HVHZ:NO er.]72 R7 If FL 170 1' ri�:•1Yi1MP0.A37'AL LIM to.tea' '
Approval for use atltslle HVHZt Yes Verified By:Loft Bowden,P.11-49704
Impact Reslstairt.,N6 Created by Independent Third Party:-Yes
Dosign Prassures.+WA/TableA Evafuadork, sp, -
Others Rerer to evaivation reportfor �conditions.Insall#the assembly in compliance 17022' a7 AF`ri t 7ff cy IMP I& LU ,4er adf
with the installation method lisfed in this report`and appikxrife calla s}ctians of PBC, Crested by tndependent;Third Patty:Yes
Refer`to manufatturer's InstaliaUon'instructansc
17022:3= 3z- S.5"MechanlCat Seam (RS) i.8."rib hal9ht,:16"wide,24,gauge stall#,standinpaind mechanicaily
25132'ptywood in'wool'derk w#th;cl[ps alOd fasteners. _
attached to
Unift 61 W"
l%pp1^otra tea to=HVHZ•No, FLS fled By:;,ocke 17022 3' E,4970+1 .....
tallaHan InAlrutXiaM
7022 a7-TtFi,17022 3' *m 4,.a asrndt .
Approved for use'dt"de HtfiHZ•.Yes Veri-
Xinpad Res#mtant No' t h ependent Thim Patty Y}3s
bra elf y Ind
Design Piesaure *N/A/Tabie,A: Evaluation Rlgpartc '
4tflar"Rafer,to evatuattan repartfor Conditions tlia170 �F{ 1702_x.:{ MErFrAtirr^ar.cnim^aadr
assemtisincom iance'wlth the installation method flstod htififs repo ft and applicable. Created by-TiidepandentThird Party.-Yes
tale ons ti£ Rafe!to manufacturef5 irutaflatian ustrvct#ons .
;17022 4 q•- 1 5"Mecitanfcat Seam`(lis} 1 5 rib bei ht 16 wide,0.032 aluminum; foot panel mechanically
_- r r x-.,... attadied to 15132 p#yivootl:or Waod t>aik with dtps acrd-
fasteners
limits of tise InstaltaUon instnicttong.
Approved for'nae In-ft"zi No t 170 2 R7 Ii FLI A22.4 f"Er ttAN"SEAM AWMINUM rhLF sir a
Apprcvad far use outalde HViffz:y6 VeriBed,By t,ot:ka Bpwdw'P E 49709'
Ztnpad"R is taut.No QeSted by tnilegendent Tltftd Party:Yes`
dealgnPresrtura +NJAI-TabkA Evaluation
tither Refer hs evaluation sport farFco»G#tions and#rmitations of use ltt5tatf ttse ' �j jf}; g? i 2 2� 10
EC,f{gjg}. Mtsi }lrt t
assembly In compilance'vilth tips Installatibn.metlod#isted'in this report'�and eppliabie •Created by Independent Thirtl•Partyi Ycs „
Catfe seCflans of PBC;ReFer to manufacturer's lnstafiation iristntct#ons
17022,S.' 5- i in.idatf.`sirip {RS} 'I"rib ne#gitt,36'wlde,2b gauge steel,standing seam raatpanel meehanIca3ty-
_ attaihtff to 56/32-ptytivood,or wood deck With.fasteners_
Ureits of Use „ 1YtstaitntHpn
i I�truWam =
Approval for iii•asa HLtH2'No P y R2`r F y ,� '1 A NAIL•argP rod!'
Appraved for m outstdu HVHZs Yes. Verifisd By totke Howden,P.E:49704
2tnPoet Resistant No Crewed try Independent Tfifrcf Party_{Yes
tiestgn Prtisstlrar+N/A1-Table A 6vtiiuotlon Rsp-ft
Other;Referfid evaluation report for conditions and fimitations of use.^Cnstall the F' 7d2, 07.11E F�ijpj�, 1 tl�Jg({tTrtlP sr:i„f,
assembly IA,ccmpiience wttlt Cha instaliat#an+nacho$Nsted fn;this repart;and app##Cable Created by lod6OndetitThl d.Party;Yes
ipde seclons:of PBC.Refer to manuFacturer's InstallatWn'instrucgnns -„
1-7022,6 5• S rn.Nail 5trtp {R5} ii rib f;t t 18°vada 0.032 aluminum standing seam iw panel mechanically
attatc#altiari e2l "6,- ptywood:ar Wood Deck with fasteners,
UmIts of Use . _ .
Approv6d,for use lw,HVH2:No; tii.1'70 .Ftz .17{- 2iiii Y A N_AIL TRIP 0 tk d 8tSlM�s..
APpravad fnr use 0,tildeMM:Yes Verified BY:Locke Soivden,•Q E 49704
ImpaatRgsisterttdNo Created byta5ependentThfrdparty.Yes
trestgn Pressurar+NIA/-Table'A Eva tion
# Reports
bt+{ter•Refer to evaluattorrreport far•condieians;antl jimitettons of use`)hstali the° Pk 170,_Z�Rj"jam;, 17 `6„-2,0 NAI STS P'i10�'/4r!_ird tcr�WIT '
asseinb)y III an Rance with the.installation, it5ked fn Cols rapoit`and applicable created bylndefkh"nt,Pfrd Party:Yes
codesecuons:ofPB Refer'to manufacturer's installation fnitructians. ^-
iT022•T- 7- 1.5'Im Nai)stop (R$)' 1.S .rib flefght;,1S-wide,26 gaLLga steel,stattdingsgam roof papal mechanically
attatheil:to 16!32";ptywood:or wood dacti'with fasieners.,
tdmika or tJse - - .. _ 'Instatladon InairucNoniv ,;
siptrrav®d,(ar:usain HVNZi'Na (27022 RX II Ftp?A' ? o 26GA<jh' f�f.
Approved tor'tx9a aritsWa NVHZ:Yes Verified By:#.ocke Sowden,PX.49704
impart Resistant #o Created try Independent Thlib Party:Yes
Dealiln pressure +N/A/-Table A Evaiustion Reports
8tfiar Rafer,ta cvalrfatldp report for canditions'and limitations of use Install the �T f74#2 R7-At-A-1
assembly In;compliance with the installation ineth6d fisted in'this`report`,artd applicable Created by-tndependent Th{rd-Party!Yes
iodcq sections of PSG Refe�ta mantrfa¢urer s[nstaifatton cutins.
msfru
17022.$ 8- EMMRitr'.{R6} 29 gauge steal,tapped rotlf panN.meclwnicatly attached to 56132 p#Ywood.orwaosl
heck with exposed tasfene}s.,
tdmtts of Use Instaliatlan Inst_YucNons
yAPprovett.ferusafnHVHY}'No ,) 7,tI=� 2770 s AY.RiS,s r of
Approval-for`use mriside,HVHZt Yes, Verified fay'Locke Bowden;I E 49704
2mpact ftaeistant No dreatetl,by-lndependentThli'd Patty:Yes=
P61llgq Pressurat+N/A/=Table A eFoNattlan Reports:
OtherrRafer to evsivatia"n report for conditiond'aiid limitations of use:Ifistall'the fl'12 �'AE-Pt 17,7022,0 ntE nv Rib scr'ddf,
assembly,in compliance with the Installation rnetfind listed in this raport 1.
and appiicabfe 'Created by FndependentTplyd Party:ves
code sti:lr ms'of Fec.;Ae r Wrhanufadurer's ifistaitation,Instructionsi "
17
17022.9 9- PBR MAX"(Rfi) 26 gauge steel;lapped roof panet mechaaicefiy atltachedtol 15/32;plywooil.or wood
'detk with exposed fasteners.
Umfts of Uri I an Ittstty
nstai)atf "coons
:Ap'praval far use'#nHVNiC:Na Fl.},7027 041"'01`i 7022 a;P8Rn1a k<i ndf . - "
!!pi?;Quad roc ts»e autri}i4e f vHZ-Ye5 VerifiedByc.tatke Bawden,;f?.E.49704
Impact Resibtant No Cnaated by lndependent.ThirdParty;Yes
beafgn Ptesstir<ss+ti#/{If,='l"abte t1 .. Evaluation iffaparts
Other.Refer to evalua666 report far condittans'and iimliations of use Install the' ELiZQ2Z:A7. AE FL 17022 9-PHR"Rt0 "a odf
po ;
assQitrbfy tn'co.1puanca rrltti t rY a fnstailaYion metnad listen In,this retorterid'eppllcable Created by Independent Third+06rtyi Yes
cod4 5edftlns of Fi3C.Referto man' -:. .- -
u7acsurer s;tnstaffaPoganstructlohs.
- i:99L$�.IIS�,264t`ttkr%"itn'Adel 7�lat>r«�• ':�a'+�'9s+a+saE50.197-ta24 ..
. .The'bGate of norida radii.xAJCECiemOiaYar ronv1kf112o0)2ev'c,Mt rgodda::.FJAiacL„rt9taa*01.: :::oa"nd'*Ati,ient
uauer Ffarldp rale�mall addetissesbte wbOcretmdp.rrta,eo notwantYou+e-euO anaildre5s:4S&2e8 in ts:'+Dome to api k-rernrits rfty 11 46 rat MM da*.k Mra to 66 weii.lmiiad,,mritbd b*oface y phone at by
1.
traoatonai mat.if you opus y'qucsdans;Phase<dntart aSA4S7 1395'•Wrivant to 5ecdori 4S&2 In
Ftartdp stt+tutea,exemoa OatbGr 2011;OiefiwS ik&%"W: dd Chapter 455,r$,must Orov?da the Qepartment vdth.
',ad I U thCy have`ane.The Cm,ft P—Ided maybe used for otfida!commurrltatbn watt the aeenico-NowavaC Cmed a8dicssep era GoMlc.raCoN.tf.You iia net wish ta.aupvty a pe+sonal'edd�esa,ptaise'prev)dc the
aCPanrnent with an ertN9 sddasswirttis ran ba'mada a4anaifta to the'c k.T* 6.740.m kemruumtar.chpptar45s,.i s..Piec edttlr) -.. .
�rhJlo�duit APprtwNjXceeptu,. -. .
`::,-,� , ,--�j,Product Report Manufacturer- Extreme Metal Fabricators, UC.1 , I �
i t 9- % : d b g `11� 4i - ��+t(j� /��ly a �y
a s '� 7 '�, $ ,,t s # 5 £r ,JYr �"Vt1■tiF �j yy�T. y.
> , +.. ,
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f ,.. ,a.?.'.. c.
N
x. _. ,ri
872- �13
--3 -W
�,.
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I
e s �'' x '� § .rt` x >
-Compliant with Flbrida"'8u�l+t ing Cdde X01 �,(6, " :j: r> r ry�
�.Corripilant ri�ith Florida;ProduCt'Approval Mule#�1 4
1
Compliant. �lCeystone Cerci r at�ons , � n
}
Nv
� f. Z ki" S
z.
1 roCluct:5 Cr imp Z A Steel Rolf Panel f~ C Soi.. 5 I ,4.2 � r
Yield strength.Std ksi mirti.;Attached to min*, j3� plyv o+ dor ci d
x.42 s ecif c raati with screws "Covera1.
> j e w min. r § x ��� �_
lib Meight �'S"
,; corrosion assistant Co +pliant FBC 5e ,15 .�.3 . ��:rll � �-3
;` ever lllleI'llthod�` #ttaCtimen )» = 2"§Meir 1Ataher Hat�'vu+cmd screw`to penetrate #
, , " rnn. hru tle+ckr f i ' mbdmetr vw�od plans. * r sufCient inIth to + e °`511
$ ,- `� �Te uJrWn bts � 3 '.lt���, ill r � � £ I#F.-h � � .,
X §:
Fawner a ll ethod�,3�&�4 Attachmerttj.# ►X :-- H+ x• a her Mead w+� d Crew*tory
11 �3+ 1.
penetrate "rr�ira. hr�u dark oar I'll5/ " rnb i ner inti wood prank. � `+ �r u ie�t#en ,
o meet„req�,ir,__ants), II 4 �:�� x 3
eli�lr
n lerlaV Ot. To be+com11”plilan� ft' p8C,Se ha « .41. .
w z 1 _ t
to a Sh�iil`be in com i e wits -1-i i " T. - t � , Q 4
b t
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Install . Table All+��+�rableLoad 'IME7 CII21' �V1EtHt� iIETHO a 1111ET#liJ�t#
■wyrp_�� ays •■pw� ys� �yy, rw� yy� /��i ,
Xfi !§> �\! ■t �l Vi11 `r :. d� {� —4➢�;. F. k �.u`✓ K ,, S,e, W�. 3 m � I , > 9
YU S PACT `i O.C. lE°' i.C. 1 �8" ► •_A , " C. rl
l ASTE R Si 1410 s` A� Pane1 wr ih) l'li C ASC' 12" . . IVI- 1`11, �12�o.C.
I 11 �,;.
1
, .,
ReferencejData: R"' "'T URALTEsTIN""O' C, 11 4 s >`
U� �iJ�V $t x$97-041 . f ReEr01't � ":: Ja�rja�` � ,r
111.
2 ; y+y+r���3 yyav{�[�� � j{� 4 �FQy� ■y'.'.��y��.}y(�}1>->���31{/1 W9SrL7 }1���.s�ra{ >. - Z 4
} TAS� ig.;O l��y k �� { ,,- t vs� 4` , Re� �`M--I' VVIIV 11���e V X6`i�i r 4 F 2 } -� _
,,',* t IJ1VALf1YGX tXL 18. P equt�r rl rt Cr t �11 ar L# 9� f rn A% sure rrg n vt sa�f + 2
rrI'll
t
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'f TV,"'i eowdtn PA does haae,not will1,9�aI-ICqutre a#is eae�el �� ging or l u9'41-99—sing p�roducis
piridl�i STS eY3�1{e1o11 * �✓ �. k t
C�C� etl� A5 riot owlledy b'' ,ated;Or,,.- ed k1�0 Co t a €�r"'a�i��M tures'ort J LritwtM$prods user this
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FL170221 , .�V Crirnjs{26.GA Steel), 24"Wia e'R ofi Panel r;DStails
Limitations:
1.Updedayment to-be,66moliance;with barren#Florida Build1ng Cotle(FSC.)�,41?6�:ed
2, Minimum slope to be compliant wi#h Florida Building.Code 2 017 Oh od,and per with Manufacturer's installation reference.
I Products are compliant-far State,of Florida product approval per Rule 61 0 3 Compliance Method i-D
4. Engineer+ttg'analysis for"project specific approval f�- `961 authantfes wf urisd�ction"is'allowed:by;other registered.+erigineers.,
.Fire classi icatiary is riot part of:#his accbptance Shoar tliap, ragm uotues are outside this report,
...
,6.Sitpport.frerriing n compliango-- SC 2017 6A ed,,Chapter"22 far'Steel;.chapter.-23 fbfWood"and Chapter 16 frim
ttructural'Loadiri'g
7.This report does:not limply wairarity,instatia#ion,recoromendet pro tact use outside of tljis report
Fasteners - -
- ,"#10 x 1 1f2":Min,per7able',4•for Row 5V Cmryi:Ra�?anef, .
Spaain iiJ Lles�gg
Name"
ilex WW*Niad Wood 3sre+4s
" f.Z es ti ,y, fr �^ `��"d.��`x %`y: 'a'�'t`�'J'i IE"l`.°'�^ ..'`a�%r'w`'`.f� i �.✓�r`"` . ,
- `
15132,or greafef Plyvuood,of "
` `Waod_T�ank'
ominal 2::.Nominal 121. . _
r,
sO.0. . O C,
�paston
112"Min ;or #14 1 112 .Min per
o",able-"A" Hex V skier Wead 5prew
Spaced 12"ti c acr9s5the PapelW dth
Panel Refer to Table" "for SpgCirig Along Panel,
'Ove Length,
Dodk;-1513"2"or,greetor
Pl�iwaorl,or`
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FEB 0 3
FL# FL16048-R6
Application Type Revision ST. Lucie County, Permitting
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Tri-Built Materials Group, LLC
Address/Phone/Email PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
r
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.com
�. Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
a Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen �C.2
the Evaluation Report REVEWED FOR
Florida License PE-59166 AA
Quality Assurance Entity UL LLC 0001E C®�1�[[����P `L ANCE
Quality Assurance Contract Expiration Date 07/18/2020 ST. LUCE COUNTY
Validated By John W. Knezevich, PE
Validation Checklist- Hardcopy Receiveocc
Certificate of Independence FL16048 R6 COI 2017 01 COI Nieminen.rdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM G155 2005
FM 4474 2011
FRSA/TRI April 2012 (04-12) 2012
UL1897 2012
Ffle Copy
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
,
Date Submitted 09/25/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
»a � *#..�;u` n✓. �,;F
9 mll
!:L
,* r 3_ �� Model Num6er�or>�tm � � w �� s a
k r 4 Oe5C17 1701# v f
..-�;r-,.":.N��'_u-�.
16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments
Limits of Use Installation Instructions
z ,r Approved for use in HVHZ: No FL16048_R6 II_2017_09_FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R6.Ddf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party: Yes
Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R6_AEE 2017 09 FINAL ER_TRI-
underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R6.Ddf
5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes
Use.
CE
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Colvright 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
mail to this entity.Instead,contact the office by phone or by traditional mail.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 emalls 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 here.
Product Approval Accepts:
Y '
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
T 01
Ir` Y ER® OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-R6
PO Box 70 FL16048-R6
Rutherford,NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the.State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by'the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION:Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 6.
Prepared by:
-OF j F
Robert J.M.Nieminen P.E. ,
' `!v'�!,j�2� The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166 Florida DC4 ANE1983 P.E.on 09/25/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinity lERD does not have, nor does it intend to acquire or will it-acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. TrinityI ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
TIN1`TY Eat'
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 6`h Edition(2017)Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1504.6 Accelerated Weathering ASTM G155 2005
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
tntiy Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment;meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization 119503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
TRINITY_ ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
COVaEaR..OPTiO TA. `
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle
Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HTS/A
Yes No No Yes Yes Yes
Underlayment
5.5.1 "Foam-On Tile"is limited to use of the following Approved the adhesives/underlayment combinations.
ur ais
. . rTAeLE1A AIiOWA13LETIIADFiESIVE/,UNDER Ef1TCOIlAB(IV�Alt ONS
Adhesive Florida Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBond'" FL22525 Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
CD
Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood;ASTM D41 primed plywood; OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41
primed Southern Y6Ilow Pine;ASTM D41 primed structural concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or
OSB prior to installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization 119503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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T( INhT`Y ERD
5.6.3 Bond to Mechanically Attached Base Layer:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 'Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional)RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end-laps.
#4 Maximum Design Pressure=-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps(FBC 1517.5.2)spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization✓19503 6`"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April':2012(04-12),Appendix A,Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WDi, FM Lass Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12))•
When loading roof tiles on the underlayment in direct-deck the assemblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
n ,,W F�BLI , Iit►P �� 1 IiElw^ IN ry 3 45
Underlayment Tile Profile Staging Method" Maximum
Slope
Flat Max.10-file stack 6:12
Lugged Max.10-tile stack 5:12
Max.10-tile stack(bottom 2-tile stack
shall be inverted,followed by 8 tiles high 6:12
on slope,as shown below)
Tri-Built S/A HT TU
Underlayment
Lugged
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization X8503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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ly
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in Section 5 herein and the
specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads: Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-R SA Shinlale Underlavment,Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming is optional,TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand-press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with
TRI-BUILT Materials Group,LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport,MS
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and'Design,I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 67 EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
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