HomeMy WebLinkAboutReroof permit applicationAll APPLICABLE INFO MUST BE COMPLETED FOR APK 3CATION TO IX AUEPTID
. ............ . . .. '-�o f rT1 I 1 71 U
Building Permit Application
AulkKag and C -,4r Rfgularian DMsjon
23M Virgo7n io Avenue, Fort ftrte a.2 Rsi
Phone -R721462-1553 Fax: (772)462-1578 Cornmercial edetrap
P41-: R N11 IT TYPE
Addrus%s:_.11k. j5j,,,koie_ L_ -3 Y�
'.-opeM Tax iD —os 3_% Lot No. -7
Site Ptan Name;fr - -------- 8icck, No-
Pro�ect Name, -hp M ±612 _0
Additjanawork to be Performed under the permit – cherk all that appy-
_Mechanica I -Gas Tank 5zls pipi-ng — Shatters __Windows/Doo "'� 17) Z_
___ Electric — 91Umbi rig Sprietk6rs — Generator :#t00f —Pitch
"lotal sq. r-1 of cor's.le
ujcliar' Sq. Ft. of First Roar:
is
Cos', of Con5truction. S 1;? Utilities: 5ewer Septic Budd -mg He - -ght.
_ 1 30 0 1
Zip Coide, Pax
F,htm, No. 7 7
E Mali;
Fill in fee simple Title HlW&r on next page ( 4 different
fru m the Owner Fisted above)
Address_ Jlol--r
city - _jj '2'. /�L—
L
Zi o Code:, )23 Fax:
4&) 45-
t-0 rA
State or County Ljcepsk.
11 value of wrmxrwlttian is $2500 or more, a RECORMD NOIKe Of COMMCnCeirnent is nUWhWd.
it Iiut� bf "VAC is $1,SW or more, a RECORDED Notice of Commencermnt is required.
DESIGIYER/ENGJNEER:
Not Applicable MOM AGE COMPANY: Not Applicable
Name,
Address:
Address:
State: City:
Zip: Phone
Zip. phone'.
iEE SIMPLE TIT
Not Applicable
---------- ------ -
BONDING COMPANY,. —Not ApplIcabip
Name:
Name,
Add
Address
City,
city.-___
lip: Phone: - — ---------
Phone-
OWNER/ CONTRACTOR AFFIDAVIT- AppW: c.A,on ii hereby made to obtain a petmit to do the work aM i4stailatior, as in d+€ate-:
cer'.ir'v "hat ?IQ *04* or insullaliun ilas uommpnced
swiro to th* Lnuame oe a verm-9-
`,t L,_ t, et ikvo
A -5 ^air1r,%,t,
j, is Zf an pormo vAl [ auttlot ije The Pertn it hoidef to bulicl the stib-fti gructu r,�,
*hICA is In cf)n .., applitabl& Jll)rne
Owneri Aesortafun rvie.-s, 0 -al rnayrellrkl 6c prohibit juch
S- ru ltull, Plp;;4;p cortsuix wadi your Aome
Owners AssudatiGn -arid revi&*'Vour deed for any mstrictions which may apply -
In z&nlycipfatiun of Lhe granting of chis requested perml�, 100 herebv agree that I will, in ail re5pet—'s, perbsp the v4vrk
ire accordance w4th the appravrid plans, the � jptida Eluftng Codes anal St_ ?u66p CuurvTy Amendrnents
Far fallovvng building pt:irmi; appficatlaiix are exemW, fro r -i UrudeFgDinjj a tug c4onc uf rency rxnAew. toem. additions,
.icce-ssarj structures. sw.prori-Ig P -cm -'s. 111pel-fla":. Wall% rc-oql_m� and acreary uses to aouthef ri.;�n-upvvlential _3e
OWARW&WU TO OWNER.- YOUR FAILURE TO RECORD A NOTICE Of C00MENCOKII47 MAY RESULT N TOtm PAIrs4c
T FOR INPROVEhWNTS TO YOUR PROMM. A NOTICE OF COMMENI(XIMEW MUST BE RECOMM AND
POSTED tW THE JOB Sfff BEFORE THE FIRST POSPECTMM, W YOU OfFEW To G1131 OLIN f MALOICNING, Coftsx&v
WITH YOUR LEMER OR A06 ATTORFAFY HEFCHM WCORDMG YOLIER P40TICF Of COMMENCEMENT,-
...... .... I ------
- ---- - --------
Owner 5,1"uTe (of Contrac.mr/license Holdu
STATE OF FLORIDA STATE OF FLORIDA
COUNTY of.. I COUNTY 0;
h� ;Ging root, upyan, wa�" &tkA01dvIe4&(Sd dote
me
yr4r _:, -
I,4 S 15.- dzzv Of (,-I-
Name uf person peaking statement.
Knowin It OR Producvrj Werl'kiric;j'ion
type of Jdentdcateran
'7Sjgy4tWe Notaq/Publir- Stato of fIn
o
rx►Yrr�sws an W
ECj
'.A 4 Wil It iN 4 (A
REVIEWS FRONT
couNtER
D 1l,
RFCF:-VED
1)A f E
COMPLET ED
I I
FXP1bLF." a3cpcbcr03
ji SuP�Rvlsos
RtvrEW REW[W
The for wing instrWenr as acknowedged befo;rj� me.
€h;51 _dayY,__---__
2ozF� by
Ndm.e of qersen making gatement-
N!T,onaPy Xn own X_ OP. 33roduted Identification
IVIncs of;d4m!ification
Rroduced
"' L -1
i�l ,AN C�RAW RD
ON ICI
ry
PLANS WGETATION SF A TURTLE i MANGROVE
REVIEW REVIEW RrvtEw REVIEW
& pfofei6nal Requtafi�n
LOCK NO DFH
riarlde Lxef �A
PS-4WO4
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Amlicadoo TMpe
Rev o:S
L7,de Versinn
:51
Appl.u". n tratus
ApprL`ii
f�aMrn&ou
OV L8y2rj L7v. date �PPIy OV21117
Pscilivep
r"rwutt HaNfacLurer
Evmrne MfM Fnhrrt4lars, LLC
AiidreWPfmm&jErhl1[
2364 51N 7'orna C
Path C~WY F4 3AM
q?2,. 672.8834
Phialldetitm)VWoo.
AULKwIded 5hyad$01-9
Achard KcKvhem
flva3rtl� ri# y efwlrf--inn}
Technical RwtbsepWt"
Fkkh"V#KWrilr.
A 9r45 orrq+�rmet[
2166 SMP PWM OFWC
Pain Cty. K 3
8721, 602-611341
r1rlrantj*nv%5b. rk*
Q"Ity ArW arca A-1,�MMStive
Addie s si F4r opt f F 1 eloll
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tiangllaarce Meth&d Evoluatrun Plep&P. 4hfa i Florida StEW-ereO Archd4[t r a ucensed FRorlda phithi4€ ^W Errglrccr
F-Vm bor Rep+ae, - Hahk47py R—r-d
FlorlBla Engineer or Ardhited N&M& bhr3 ClMOOPAA 1314 F,ydkhratkon FLspra4
LOCK NO DFH
riarlde Lxef �A
PS-4WO4
QiAhtY Aa arse fmtitvr
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Qt Ilty N,At alwA Coartrart 6K.p+r4tlAn Data
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le vplllpti rl CbbmfjK - 41j•8cMy Rmwiired
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7ll_5 I2.5. 2,M3
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M 3H4 2:94']6
C gkaw2iemc a[ wt;duct Sterdards
�'nr.�led ua
SarBinn� !MM tl a a_"orle
hAuct hp}e-,'val M4 4lon -wed bd 1 QpMn D
Ntr. 5u$mkit=d
41317.9j2M)1Y
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ut31'25IM 17
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'SvOiMP, (AS) 2>4 GaugC a dF, 3,1.grib hN94g. 24' WAW Ir QDed rW PMWJ ThOJWF cfV 02ac w 10ar Woud Deck rPP11fpps�eer3----"`-- . -_of Usa >In®LINI�Lihw t[l YRtt01WF
APIPMwO1H f" WOO M HVOZ, WO I F i § ti;t2 R7 LFL 792..4_ sr rkiMF' ear.6�
wptrravrel ilar k owft4div MV#M: Yes Ve•t!Ietl By: Locke B'awdan, P.E. 497E)4
Impact' rrtt No Croatad tri- [nrd "Itmr-17 Third F'srt'r: Yes
bL [pn : +K7AJ-Tdb7e A ; fkralU�ldpuk RepctttF
4¢7sa+ KtAr to avatuetirrh tep&k ivCondition;..rrsfall ft atbeftbly Ir tah7p6Mn:4! 'J,b- ►2.-�L] f�F FL Lir _,_tillBtns' ssr..oCa
wft Mire lrmtgAfluar inerhod hued in t'ti+s report and appp�b?e CMR teMMs 9i FBC, ° @:*SatW t•'r ihrl�eperrOtr+t Third Fa .y: Vey
AelQ tu-ArMLhAfit "r'S Lrdtd7u h)L nFtatscarons.
; 977121.1 �. 2 - 'St+ grirril?" k11,[.} � 8..�" Mhrnhrnethr �%4' � iheMpF4. ii" wlba E3bPid rail piihCl, nhecAam;ara44a[zacndd f
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or v ;flripid�44on SA64riitlidRi
Appy
Irrsd fOF uea in W"; 4iu ��'- 9?..=�;L7 4 fL 170 .?Y esaw If,.032 fl:�lg1� ..61f
ilppfovvd 11 k V i gu'n"*HV+M YES
Mtgatffcd B4': t: Ycfi Bowden, F -E 447{"4 '
j i muact 111461"FRU Nn I 'CrigaRnd try LndePeMv,t Thwn PftnYR YDS "
Dmlgn YrgsKww thVitf-robta A ; ttxNhwaen A.Pwbi
Ottw,r: R: FV tvr+'*ur,W *Wftfor rfilntAtWlaS.jnAall the wzt—ga41Y In wffM*R a ; FU7U22 R7 ,A ?'L.1722.2 5 V TAW41543,1312A=AW.R10 {
with the InslYAMkm nWStWd "bipart" 36thi3rHovl"0901c&bie eMe SediorlS of F9[_ CfWM b1f 1"d9pEnik�TT*# Narty: Yda +
7tt�ab' Uu rnptMlda�LPEt""d dW 12WA@IrOM,
i7ffA..3 3 `7,5' O%awrAr3d Seem' iRS,i -. 5.5" ,1b IAlS ht, jW wd% 34 gauge steel Randalg sears nadF pamQ rrrr.,StewrlullilYyr
atbamed to 7 Si32- pkwoed Or wend drec WO tllf c a+ni taste -lm
W�mm 4A Lhm liiaii:11SW" Yn34hrESR9aali
.eygr,n iF rein 7t4 HMfH7I; No�. 5 FWC}1�i1:iLL. LiR.,l_i3W L`L`Idl.
Appraved fvr two autdde HVHZ. YES i Vr�#led by" imckv $uwdkil P.C. 49104
,. Impact fEeeiltaK; Ktb Created by [rde,,W Vd Thrid PdfW YC4
6eaipn Prehrsure^- = WfAr- 5akrle 1, [ifaAllail,iV� RrprS'ta
i Others fae?5'r ;v easluatkM reyYM f+ir 44 n ltfan3 and lQfgi #tI" rn' us+;. bnd13A 6- •� 1. -snag Pty w tL7022-3.) _x Pn t__tiltil J•FreL 2tfJLL .551 -J.'+�
essemhiY in c4rryplf.Fe,ce Wlth &g! MihE,k►R$4AN rnetihod Wr ed IP chic report end iplp ,Yrli b'b " greeted KW lmepcnowd Imird f#rt7': ke6
rase Deft nrnd t r F8G Rehr to hsarnr ala Vea a stak4eta6n MYSTr. ctla s. —_—_ .a �. .
71022.4' 4 -2.s' fit llai Swre 051 ' 1.5" hp halght, iii +Dick IXp alvmlrwrn, AwdW19`surrt,m# pbtauN ""dYa"F`ai3° —
? ; ettad 4d tD 13 ]x ihlyMjG4lli cw Wood D" wO rRP9 and fa9#hCxL
ti-----... .........
APYNOwif for usa 1h NW1Zt IVT FL.i 7t72a A] g FL ti'-„Z�#EAK
AppetAted far Im muhdde ifYM- Yas ! Val1i'ipd by; Lc tr [7t” ter- F. €, w7
i xmFaet Art
slffi lttb fop Created by Indepehdettt TMFbI PeiaYe Yes _
i U#al Prv"wm:+Ir11,V-Tab99A'4>tivd6Cib1Aswu
Otivw, Rver tv r Vadf ar" %qWt for cmdOMP anti Wnitandns 07 itbe, O"Id a tf-M I F.7kli`,• •3
a!A1-" W'n cmrulr&r qAM ills InstiAnti'm me"d-wo I f in th *ft"A an} applicable CTOL "I IeW 4,int TnIr0 Park: Y" -
Yacr ject,,4c rA FIlL. Reft to IriBnW#Mr 's in6taA6tMon':rFstrilt'bd,Y.-
----------- - --
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1. 43x3.9 � - '1 In, PraA P•, (R5j 1.` I Ib hcgM[, 18 vada, 26 Stal✓414 setrm road parsgi Y
attdthad to 15/32' PIYWD06 Or Wald d■:% *ft fg6WV16-
L4itrh Wi 4[ Y"11YRbitX~ 1FkfhV [XWM 1
App,ov ,sr Sof base in trw1113N ho F!. b ac?) R.� .1[ ez£hvb L.o Ha3LSrfEtF Aer.W[ _ 111
plppravasd ffit Ylaa *00111ld# 19WHia Yea - irarkied ISY- LOOM 6awdW, P-€. 4-4VA
imprtt laMbkt*#*- No Created by owevenderA TWO Parti: Ye6
daMMIrrepw e:+141V-1abteA WaitdPlSPn 4irRn�'ttl ,
i pfib,Rn lieW t4 eWblufllm roper[ far eer,d1tir4,x And 1IMMafhxne Cd' ,s6a.. inh the PL3792a A; AE 1 Iyau 5. }, „wars Sc IV r�cr.ndf
1 assn w4y 4n campflerrc>' with the tnakellaikrn m®tho2 hSted ir, tinis rww arta HOCIlliq 7Wd ": YhS
I Coft w bam of FBL, ReW to tniPwia,rtrW1 dw;4OwW lra& Ht WhF.., _.. �_._ ---- `-'v___� � -- -----
IF_— _—�___. -. -.
.i In. PMU SVW;R31 i'fib tsif 75'4hids.9.'433'41"12.rnroarab,. starallnll a"M nW Ste'iy t' W
' E?422,4 Latt+�.eli to et[aenad to Lbflx' F+YW*dd Or WOW 04"A WEh ild" lYs„
+ --
Lhrhttn td iiM
APNrwh o kw we bi HW14Z; H6
ANprwea,d fcw Tide OElbltfs WNW Y)tm
impact 11.634*tw*= No
Design Hrenyum *WA,`-7aWe A
Otha -.. a-erw to avolluatSan cepa it ti0r CMIRrans and [www of,:uca_ Irh.3t311 Hie
asxrnbly In corrOld m with b he indtaftalue', hwe#06 16ted in thK nipurt and AN4143tdY
CLOW Piolarrs 6f W, Remi ta+hpny,Pertboar'4 qnitEfawWm IrY.ut ftlrbn9.
r-- _.._... ... --r----------
--... __..-
ib r.Tnba_iL7 a ii t7ii23.6, t.0 ifhEL: STBIP_.3-tr31 AtAIK S4if�
Vaflflel4l d'Y: L d a $owomh, R.C. 44744
Created trr Indepinpant 1'hlyd F4rtY: Yea
9WAhMOM RAS
framed by Ind4pMYdent TWd PAft: Yft
1.5' rub hgWM 19' VrW, ZS "*101►. VxrvhV seam roar panel madunlc^
attached td 1` 7' Pllmmd bt Y400 dear vft fASHKW1i-— .......----
JL[relEtf of Etta"
: [rliitlifitiOR, ]fantrr,rt3Whr
�i , Inas.417_ L ] Tu`21 1..9 Net fkna 15ff4-_ f
s Approrad foe uas in t VOZI N4
alppros°ed fay am V*Fmwr PSVNZ: Yea
,.
Y6rIGi# 8!'- La&e 50Mftn f. E. 49704
i impact ttewits+lt; Pio-
� {l�Y�at%by est thkd par't5r; Y4S
Oldw Pr*ull a +W)V-Table A
ehc
i.6 A
tithrff' Rel-tr to a Bluvtjun "Wp r[ for Q4nrt wand IlniifdOol's L,f 41'IF- instaA E1he
d45er Vy In aaMpil&nCe E41th 4ha 1P3t@kAt3ah rii awd Ilatba I„ thlr, report acid q*lcabk
Fh pasa ,i7 F R 77�Cti.7. LS_hLa ear.6@
fireatnd by 1nQ4pitad5at7i*d "KY'. T"
12'O�i.q . 6-'pihtA}f Ritr {ltf} 34 gauge 3tllel, IaPi� rodr>b?i+►tl mec7hr+fl�flY ftt7xh6d W 131' Ply~ GW
". deck with rtx)x+at+d fasteners:
t.Srum ar itai6 3r6kir61tloel Imatuc'tteru
ApPmv d far au: M +iVttZ; NG to t7 a R3 tx a+i 177€422.:& [-a,MAx aim ,at rr8
3Epprared M*r WO aulafr■ %Vl&-' Ye: AhrflRed W, i acme Sawr4", F.f_ 447d644i 4
]mpMt R6140tant= +to 'Chmited by 7ndepphdeot Ttrlyd F": ",'td
bal14ib FrsweWreh , ReAf-Table A fAntH6ilum #111111I+r1tr
i Cftff-. bi:arar to avalv9.txrn rwort f e rwkil1,tE m and IimrLMl* 6 or 3166- "shall the FL E7W R7 AE ft E?7t572.FJ E7fiA7C RI9.r,rcf
amwrolly In mmollan[a with tris Inftrari an crwho6llReid In this rophart and app*":*IAQ Crr� by 3A64•+inOnM xhkd Pirt7'-. Yfs
raAm saetldati 6f F9f R6Mr to gnanuiartaaar's vetdilabaA InpTu€bla
If, CaLVe a", lapped recd pynO meamwilrallY at[aUle,d Ma J!VA' DkV%V rod Or srao4
4 ' PC;f+. MAN (its; � deck W" ptseLb faatfameews
�._
i Iiibt4ta dr 4i6f �Stte�lltidan SWq
AWlvrerl Fur ersr In HVH;es NO I]e[..7[1�t k7 i7 FL 17}322'^ P6a ..[ii w.g#f
Aif,prb-Yad Sue uhraOutsWir HVWZr Yes I Vird'irlrf RYr Lb&& Bowlen, F.E. 497i7a
7rf-."1,k REZILSItAffiti, ft Usletiad bV'1ndeoe*dent Third Party: Wei .
OcOUM Prulhsum 4MVAf-TbbleA evWWAkm - -
t7th6rh R,4^r Ma caAAHOn tepaht for wNiticlnsarid limitations or ww- 7rwJWI the ? tit7fa22 7Li LEL V-Q"A2M RI®_.._SS[,ladC
eas2,hf47+}' 1.1 uln uaa cCr with the id.stalldr;i�,n m,edmd. Ilsteb In tlY rwptx# aRrhd sipl7fltibSa I C.raatod by 7hdiat> rt rlhird e'iY: Yas
I rade secrpens yr f9e. OwfW tonnarhh,faCtW P`5 ,nstpllatnhn Inifi1Mlt ioflb. ----- 1—__—
Itis dhae as r+a,h,h. ti .,, uses aallotw i`Libffi3hL4aa._v:b � Su.R s'.#*tt• .. �. ,,,,..any .- `-,�„�.,.. u,�..ra,6 - aaiaalLSiiE�
uEsr rkhia Sera, r,�.m.wri ar. t„�fA •ers,es s"'.«, s, eos as,K ria✓ tn,±r' a�M-wu ,v�.ee r re.,rr�ae •e. • awe-,*,�,aw ,.rr,t+s. ar icer ww w..a+ana ,.w� mo e,r rstir. lnr7+�. cvr."f va .,hr M #-�+. rr w
lti�a„d'+.a4 fi ra,+'wa int >•n-+:+ea4+�� ex.atiEf.t345. "r4,uur!„ +n •+:r,cn +x5,1.'^1::.. ,Mm,lr, xtrwi� tir[f4Nt [* :.:nn.. ise,+er+i.xanr l -der c7heFlrr +.s. rs..v,n c�°iras Lha r+N,u„++"n Wit„
>h •rice rhdtl�eia Ftsn t4ni V„.. Yht„ v,e.6 �.ori3t,++nrr hr !,Pea ro. c"rar .s,t-,-w+w,k„ .:nr, r. i,e: �s :!n+e•r* e„�e�r�w. a+'sir ,.ate. if a,x, sw +�+, .,.n ec wcWt r Mw,d resnro, hr.swhsv.v4 �h,r.
i'14Pa,r,a,R'R .err, H, wuP .seroro- �.hbi+ n• Ue syr .�a¢a,r1a- ar ,M nL+r�xTt a.umrrt d,wv 9P,h a ecm�e orae+ 4�,sW .as. rs_ Gfee'h' +1%+r bwa.-
r.ear.sr Py}19}P4 +verur
Palm City, FL 34990
Compliant with Florida Building Code. 2017 (8' epi.)
Compliant with Florida Product Approval Rule # 61 O-3
Compiiaft Keystone Certifications
Product: t 5 V Crimp 26GA Steel Roof Panel FOC Sec. 1507.4.2
Yield strength: 50 kst min.; Attached to ruin. I.SJ32" plywood or Wood
Deck w/ min. D.41 specific gravity with screws. 2e Coverage
Rlb Heigh 3/8"
Corrosion Resistant Compliant: FISC Sec� 2SO7.4.3
Fastener 1 (Methal I Attachment): #9.x 1-1/2' Hex -brasher Head wood screw* to penetrate
3/16" resin. tbru deck or Sf 8" embedment into wood plank. (dor sufficient length to meet
requirements)
Fastener 1 jMethod 1,3, & d Attachment); #rk10! x 1-1/2w Here -Washer Head Brood screw* to
penetrate .3/16" min. thr°u deck or 5/8'w embedment into wood plank. (*or wMident length
to meet requirera ts1
Underlayment. To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in Compliance With FBG Sec, 2507'.
des ii i a merit � t above
Install L1et�lih. Table A Alkywable 4nads METHOD 1 €THCO 2 iu+l�H 3 IwA i3i1
DESIGN PRE;SSURV 1 -86 PSF -93 -101 #5F -228 PSF ..�
-i6W SPACII G IV 0:C. 1 " o.c. 8" O.C. V tt.c.
FASTENED SPAC NGALCO net width 12" o.c., t2" a.c.. 32" Me. 12" O -,C-
.......... ...
FASTENER SIZE - #10
Referent Data: ARCHITECrURAI TES TIN , WC. TST I #. 1 7
UL 58 & 1897.041 Test �te�ort E�S85i3,
Test Repwt F33 ►,tall- Ii-iS it WIS
TAS 125-03 Test gtapoirt 1 5 3.02.4SO- ,8 07122/14
*EQtUVA aAk-Y UL 1997-N is egvirahwd tie test stale& rO UL 1897 J?fj t a j t... * Aga wm *j of - safety
,2.1
Locke Virden, P.E. don not have., not will aCgUke a Wi DnCW
cinder this evaluation.
Locke Sam, P.E. is not owned, op "at , or CnMG&" �Y i
report.
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414,
0,
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ti � w .'
I CGekP i �l or rel i% products UMer this
ev
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SAL r, .
FL17022.1 5V Crimp J26GA Steel), 24" Wide Roof Panel - Details
Limitations.
1- U nderiayment to be compliance With current Florida G L.Old i no Cote (F BC)2 017 Vh ad,
2. Minimum slope to be compliant with Florida Building Coda 2017 61" ed,, and par with Manufacturer's installation reference.
3.. Products are compliant for State of Florida product approval per File 61 G20-3- Compliance Metft06 1-0
4. EngineeOng analysis for "project specific approval by IDcal authorities we'ludsdiction is allowed by other registered engineers,
5. Fire dassification is not part of this acceptance. Shear diaphragm values are outside this report,
6. Support. framing in Compliance wIF8C 2017 6111 ed, Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installabian., recommended product use outsidig of this report.
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Spaced 12" o -c. across the Panel Width
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Overlap Length
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Product Approval Approval
USER: Publirr U.mr
R.
FrOdurt Aoarayal Menu � NOwLt or Application Search > Apgjir�layn List } ApplWallanr detaii
FL # FL16G43-R6
Application Type" Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacfiurer Tri -Built Mate ials Group, LLC
Address;/Phone/Email PO Box 70
Rutherford, N3 07070
(804) 516-1485
d avid. ru iz@tri bu I Itmg. corn
Authorized Signature David Ruiz
david.ruiz@tribuiltrng. orin
Technical Representative David Ruiz
Address/PhanejEmail 250 Route 17 North
East Rutherford, N] 07073
(201) F342-2449
david. ruin(Wtribuiltmaterialsgroup.corn
Quality Assurance Representative
Address/ Phone{ Erna I I
Catezjory Roofing
Subcategory t.fnderlayments
Compliance Method Evaluation report from a Florida Registered Architect or a Licensed Florida
ProfeSsionalEngineer
* Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Niernirpen
the Evaluation Report
Florida License PE -59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/1812020
Validated By John VJ_ Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence LLUD4Q_.0 COI 2017 Qj COI Nieminen.pdf
Referenced Standard and Year (of Standard) Standarad Yeat
,STM D1970
2015
ASTM G155
2005
FM 4474
2011
FRSAJTRI April 2012 (44-12)
2012
UL 1897
2012
Equivalence of Product Standards
Certified By
Sections fr*m the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
49/25/2017
10/41/2017
10/43/2017
12/12/2017
Summa--fXd
........... ... -
�FL.# 1
p f9o0d, iilumrtler -or 1 lillfte ;Ord l loNt'
........ .......:.
16048, L TRI -BUILT Roof Underl3-yrrientS
Limps of use -- ---
Approved for use in HYHZ: No
Approved for use outside HVHiZ: Yes
Impact Resistant. N/A
Design Pressure: +N/Ay-150
Other: 1.) The design pressure noted herein pertains to use
of foam -on tole systems .3yerlop the self -adhering
underlayrnentfor one partic=ular appllcation. See rfR Section
5.6.4 for detalls. 2.) Refer to ER Section 5 for other Limits of
use,
i
Self -adhering, modified bitumen roof underlayments
Installation Instutictions
FLL604i3.,K-H. 2417 122 FINA fB Ti3I
BUILT UNDERLAYMENTS F1_16848 -R6,
verified 13y: Robert Niernirlen PE -59166
Created by Independent Third Party: Yes
Evaluation Reports
EL1ft44$ U AE ZQ12 .0 FINAL _ ER TRI-
BtfILT .L;NDERLA'YMENTS FL16d48-R6.
Created by Independent Thlyd Party: Yrs
k7acll WN—.. t]
Contact us :: 2601 Blair Store ROW Talrehasxe rL 32394 Phone. a50-487-1924
The State rtf Flanda is an 1414JEE0 employer. Co'ovrlgt't2iF(}7 ?. ate Q FlQida.:: Privacy Statement :: Acocssihdity Statement ;: Refund statement
Under rlaridn law, emall addresses are public records. If you do malt want your c -mad address rel cared in response to a p N lc -records request, do not send electronic
mall to this entity.. Instead, mrntart the oFBce by phone or by tradlUsraI arae. it you leave any questiurr.s, please ®ntact 050.487-3395..01"ursuent to Section
455.275(t), Honda Statutes, effecttye October 1, 2012, lictensers Iiq nsr..d und4r Chapter 455, F.S. must pruode the Department with an mall address irtaeey have
one_ The ernalls pr&vided may ha used Fvr rafficW communication with the licensee. However email iaddresses are public record. If yxm do notwsh to supply a
p *w?il address, please provide the aepaittment with an. email address which can be made aaallable to the public. To det&rrine it you are a N=nserr Undcr Chaptw
455. F5., plea9c deck hem_ _
!Prndmt Approval Accepts:.
®W WN� E
Credit Card
Safe
"',J
TRINITY! ESD
EVALLIA TIO Ni REPORT
TRI -SU ILT Materials Group, LLC
Pfd Bax Til
Rutherford, NJ 07070
(8W) 516-14185
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of AuthorizuVo , 49503
353 CHRISMAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report A42460.10.1Z-1116
FI -16048-R6
Date of Issuance: 10/25/2012
Revision 6: 09{Z5/2017
SCOPE:
This Evaluation Report Is issued under Rule 61G20-3 and the applicable rales 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 60 Edition (2017) Florida, Building Code
sections noted herein.
DESCRIPTilo : TRI -BUILT Roof Underlayments
LneEuNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONT11`4UED COMPUA1fCE; 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 Nierninen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinityl 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 '16nity I ERDr Evaluated' may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INISPECTioN. 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 Officlal.
This Evaluation Report consists of pages 1 through 6,.
Prepared by:
Robertl.M. Nlerninen, P.E.
Fforrdo Registratran No- 59165, Florida DCA AIVE1983
Tlwjf lmiks 1 aplwarN wrs au*zrd kY gn6an Mleminen.
P.E. m 991`151 M17. TWdors not serer alaumnkally sl¢ned
dom~a-
CE RTO CATIO'1OfINDEPENDENCE',
1. TrinitylERD dues not have, nor does It intend to acgvirc� or will it acquire, a financial interest in any con;pany manufacturing or
distributing products it evaluates_
2_ Tri oityI ERo is not owrned, operated cr controlled by any company manufacturing or distributing products it evaluates.
.3, Robert Nieminen, is -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 Nleminen, P.E. does not have, nor will acquire, a financial interest in any rather entity involved in the approval process of the
product.
5. This is a building code evaluatlon. Neither TrinitylERD nor Hobert Nleminen, F.E. are, in any Wray, the Designer of Record for any
project on which this Evaluation Report, or previa" versions thereo. f, is/was used for permitting car design guidamce unless retained
speelfieally for that purpose_
",-�TRHTYJ ERD
ROOF[ NG l"oMPoNENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -category: Un+derlayment
Compliance StatemeriV TRI -BUILT Roof Underlaycnents, as produced by TRI -BUILT Materials Group, LLC, have
dernonstr ated compliance with the following sectio -ns of the Gir 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
1504.3.1
15134.3.1
1504.6
1507.2-4 11-507. 1. 1. ]507.2.9.2
1507-3-3
3. REFERENCES.
En lu
ERD (TST6049)
ERIC (TST6049)
ERD (TST6049)
FRD M6049)
ERD (TST6049)
ERD (TST6049)
ERP (TST6049)
ERD (TST6049)
ERD(TST6049)
ERD ('TST6049)
ERD (TST6049)
ERD(TST6049)
ERD(T5T6049)
UL, LEC. (CCUA9f25)
UL, LLC, (QUA9625)
Property
Wind Resistance
Wind Uplift
A=Iarmed Weathering
Phy+sica I Properties
Physical Properties
Examination
Physical Properties
Physica I Properties
Physical Properties
Physical Prnpertles
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Phy.1cal Propertles
Physical Properties
Accelerated Weathering
Wind Resistance
Quality Control
Quality Control
Standard
FM 4414
UL 1897
ASTM G155
ASTM 01571
FRSAjTRI April 2012 (04-12)
Reference
540540,02.13-1
540540.11.13
540540-03.1.4
SA4870-04.14'2
544870-04-143
544870.0414-1
:544$70-04.14=4
543530.02.14-1-R1
543530.05.14
$405+x.10.14
SC7645.02.15
SC8520-04.15
5014045.05.11'-R 1
Multiple-Usting 816814
Service Confirmation
Year
2011
2012
2005
2415
2012
Date
023 /19/2011
11/19/2013
03/26/2014
04/02/2014
04/02/2014
04/30M1+1
04/10/7014
05/14/2014
05/2912014
10/31/2014
92/13/2015
05/27/2015
06/97/2017
12/10/2015
Exp. 07/18/2020
4. PR{lna DESCRI"OfN:
4.1 Tri -Built Sand -11 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 FRSAt/TRI April 2012.
4,3 Tri -Built Smooth HT S/A Underlayfnent is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970-
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERE) 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 ordesign guidance unlessretained speeifdcallyforthat purpose -
5.2 This Evaluation Report is not for use in FRC 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 Re5c!arCh akid De5l8n, LLC. Evaluation Report A429",14.12-116
Certijrerffte of Authadraf m 99503 6`" EDI TI {2017} FIRC NON- HV H2 EVALUATION 51-160AB-116
TRI -BUILT Roof Und erlayme nt5; [SM) 516-14x5 Rewisioon 6- 09/25/2017
Page 2of6
V TRINITf ESD
5,4 TITI-BUdLT Roof UnderiaVrnents may be used with any prepared roo` 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;
TAUE 1; ROUF lr{?W%OPTIONS
5.5.1 "Foam -on rte" is limited to use of the following Approved tile adhesives / underlayment combinations
TAoiiE: JA- Ari owAiwi a TicE AORESWE UNDERLAYMENT 1;,OMINNATrONS4
Adhesive: Ff4rida Product Approval Underlayrrm.ents
ICP Adhesives Polysetl hH-160 L FL6332 Tri -Built S/A HT TU Underlayment _
Dow Tile&and— FL22525 Tri -Bulls S/A HT TU Underiayment
5.5 Allowable Substrates;
Direct -Bond to Deck:
Tri -Built Salad -R SA Shingle Underlayment, Trl-Bu lit S/A HT TU Und✓eriayrnent or Tri -Built Smooth HT 5/A
Undedayment applied to,
"r Plywood; ,OSTM D41 primed plywood; USB; ASTM D41 primed OSB; Southern Yellow Pine; A,STIVI D41
primed Southern Yellow Pine; ASTM [x41 primed structural concrete.
While not required over plywood, CISS or 5outhem 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
058 prior to installation of the sel'f-adhering underlayment.
5.6.2 Bond-to-InsulationF
Tri -Built; Sand -R 5A Shingle Underiaymern, Tri-Bulilt $/A HT TU Underlayment or Tri-suilt smooth HT S/A
Underlaymentapplied tea_
Y Dens Check 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 tide systems (Tri -Built S/A FIT 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 FIVI 4474, Appendix 0 or TAS 114, Appendix J.
I Refer to TrIe A+ Iataefocturer's car Adhesive li+ omifocrearer's Foredo Praduct Approuo; for Overturning Moment Res;seonce Perf€a mance.
Exteckw 9c5carch 2ne1 Design, LLC. E"h ation Report A42960.10.12 -R6
CerWate of Authorltot as 89593 5'" EDITION [2417[ FOC NON-HVHZ FVALUATIDN FI-16048AG
TRI-RUiLT Roof UndfrliyrnentS; [990] 516-1485 Revision 5: 013125/ 2017
Page 3 nt 6
Underlayment 0 .Asphalt
shingles
Nail -On Tile
Foern-OnTile
Metal
Wood Shakes
& Shingles
Slate
Tri -Built Sand -R SA Shingle Yes N o
No
Yes
Yep
N o
Underlayment
_
Tri -Built 5/A HT TU Yes Yes
Yes
Yes
Yes
yes
Underlayment
See 5.5-1
Tri -Built Smorrth HT S/A
Underlayment
Yes
r
I No
No
Yes
Yes Yes
5.5.1 "Foam -on rte" is limited to use of the following Approved tile adhesives / underlayment combinations
TAoiiE: JA- Ari owAiwi a TicE AORESWE UNDERLAYMENT 1;,OMINNATrONS4
Adhesive: Ff4rida Product Approval Underlayrrm.ents
ICP Adhesives Polysetl hH-160 L FL6332 Tri -Built S/A HT TU Underlayment _
Dow Tile&and— FL22525 Tri -Bulls S/A HT TU Underiayment
5.5 Allowable Substrates;
Direct -Bond to Deck:
Tri -Built Salad -R SA Shingle Underlayment, Trl-Bu lit S/A HT TU Und✓eriayrnent or Tri -Built Smooth HT 5/A
Undedayment applied to,
"r Plywood; ,OSTM D41 primed plywood; USB; ASTM D41 primed OSB; Southern Yellow Pine; A,STIVI D41
primed Southern Yellow Pine; ASTM [x41 primed structural concrete.
While not required over plywood, CISS or 5outhem 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
058 prior to installation of the sel'f-adhering underlayment.
5.6.2 Bond-to-InsulationF
Tri -Built; Sand -R 5A Shingle Underiaymern, Tri-Bulilt $/A HT TU Underlayment or Tri-suilt smooth HT S/A
Underlaymentapplied tea_
Y Dens Check 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 tide systems (Tri -Built S/A FIT 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 FIVI 4474, Appendix 0 or TAS 114, Appendix J.
I Refer to TrIe A+ Iataefocturer's car Adhesive li+ omifocrearer's Foredo Praduct Approuo; for Overturning Moment Res;seonce Perf€a mance.
Exteckw 9c5carch 2ne1 Design, LLC. E"h ation Report A42960.10.12 -R6
CerWate of Authorltot as 89593 5'" EDITION [2417[ FOC NON-HVHZ FVALUATIDN FI-16048AG
TRI-RUiLT Roof UndfrliyrnentS; [990] 516-1485 Revision 5: 013125/ 2017
Page 3 nt 6
`J TRINITY: ERa
5.5,3 Florid to Mechanically Attached Base Laver,
Tri-Ouilt Sand -11 SA Shingle Underlayment, Tri -Built 5/A HT TU Underlayment or Tri -wilt Smooth HT S/A
Undertayrnent applied to:
in ASTM 4226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements_ For installations udder foam -on the systems (Tri -Built S/A HT 'TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
13).
S.6,4 Wind Resistance for Underlffyment Systems—in Foam-Gn Tile Applications: FRSA/TRI April 2012 (04-121
does not address wired 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 the
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 (thee 2 to 1 margin of safety
per FRC 1504.9 has already been applied)_ Refer to FRSA,f I April 203.2 (04-12), Appendix A„ Table 1A or
FBG 1604 for determination of design wind pressures.
#1 Maximum Desipn'Pressure =-45-
Deck- Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESIST4 EXTERIOR PRIMER
Underlayment: Tri -Built S/A HT TU Underlaymimnt, self -adhered.
#2 Maximum Design Pressure = -67.5 psf
Deck- Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction,
Primer: 5oprema Elastocol G00C
Underlayrnent, Tri -Built S/A HT TU Uriderlayrnent, self -adhered.
f#3 Maximum Desi n Pressure = 157.4 sf;
Deck: Min. 15/32 -inch APA rated BCX plywood {may be installed C -side up) to meet project
requirements to satisfac:ion 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 rerrtaved/sanded.
Primer; (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Tri -Built S/A FIT 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
yids/bridging at side and end -laps.
#4 Maximum oesign Pressure = sf:.
Deck-. Min. 19'32 -inch plywood to meet project requirements to satisfaction of Authority
Having; Jurisdiction.
Base Sheet: Soprema 5opra-G or Modified Supra -G mechanically attached with nalls (FBC 1517-5.1)
and tin caps (FBC 1517.5.2) spaced finch 4.c_ at the 4 -inch laps and 64nch ox. in three;
equally spaced rows in the center of the sheet.
Underlayment; Tri-BuAS/A HT TU Underfayment, self -adhered..
Exterior i ewarch and Design, LLC Evaluation Report A41%0. M12 -R5
CerWate of AWhodirvtion #9503 C; EDITION 12017) FBC N 4N•KVKZ EvALUAxfON FLI W4€YRfi
TRI•BUILT Raaf Underlaymfent€;16001516-1485 Revision 4' 041251201.7
Rage 4 of 6
TRINITY'; ERD
5.6.4.1 For mechanically attached Base Shut, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRf April 2012 (04-12), Appendix A, Table lk
Alternatively, the maximum design ;pressure for the selected assembly shall rneet or exceed the Zone 1
design pressure determined in accordance with FSC 16D9. 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 Loss 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 panuary 2016) for Zane 213 enhancements.
5.7 Exposure Limitations;
Tri -wilt Sand -R 5A Shingle Underlayment or Tri -Built Smooth HT 5/A Underlayment shall not be left
exposed for longer than 304ays after installation
Tri -Built $/A HTTU Underlayment shall not be left exposed for longer than 160 -days after installation -
5.9 Tile Sliovage Limitations TAS_101 Rer FFRSA RIA 1202012 (04-12))-
When
{14-12 ;When loading roof tiles on the underlayment in direct -neck Rile 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.
Underlayment
Tri -Breit A MT TU
Underlayment
Extertnr Research and Design, LLC.
Cenfjfapte of Auhht 6zotian #9503
TABLE 2., Ti to SLIPPAGE UroTrA-naN5 *Ort OgPX[i-f3E(X TILE $NSTAL ATEON5 :: I
Maximum
Tile Profile Staging Method I E,_....
Flat Max. 10 -tile stack
egged Max.1&tile stack
Max. 10 -tile Stack (bottorn 2 -tile stack
shal I he inverted. followed by 8 tiles high
on slope, as shown below)
Lugged
6:12
5:12
5:12
Evaluation Report A42960,10,12 -R6
i;' EDITION 12017) FBC r4orw•i4vmzEVALUATION FL96048-116
TRI-SUILT Raaf Underlay+ments; J800) 516-1485 R0vision 6--[)9125/2017
Page 5 of 6
�I ED
6. INSTALLATION:
6.1 TRI -BUILT Roof Underlayments small 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).
5.3 Tri -Built Sand -R $A Shingle Underlalrment, Tri -Built SIA HT TU Underiav'ment at Tri - Built Smooth HT S/A
Underlawment:
6.3.1 Shah be installed in compliance with the requirements for ASTM D1970 underlayment in ;FBC Table
1507.1.1 for the type of prepared roof cove ring to be installed.
6.3.2 Non -Tile a Iicatfon
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 14 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 awhile 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, cimfigured 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 wwfth
TRI -BUILT Materlalx Group, LLC requirements.
When installing at slopes above 8;12, TRI -BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the tap of the sheet at 12 -inch a•. c.
For galleys and Ridges. Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape arra 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 AP ITri-Built SIA tIT TU Underlayrment only):
Reference is made to FFMA/Ml April 2012 (04-12) Installation Manual and Table 1 herein, using, the
instructions noted above as a guideline.
For foam -on the applications, reference is made to Section 5.5.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRl April 2012 {04 -12} -
Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
underlayment. Sere Table 2 herein, and TFU6BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT F1iEQ utEMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product,
S. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTrry:
UL, LLC— QUA9625, (314],578-3406; k.chancellor@us.ul.com
- ENDO F EVALUATION REPORT -
Exte riar H ese arch a nd Design, LLC. Evalud#ion Repott A4296o.14-12-I16
6€r6ficate of Authorization #9503 6' EDITION (2017} FOC NION-HV HL EVALu ATI aM Ft1 4B,RF>
TRI -BUILT Roof UFm*eFtaymrnts; IM 516-1485 R eylsWn 6, 09125/2017
Page 5 of 6
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