HomeMy WebLinkAboutAPPROVED 2020 Titanium PSU30 PA and Manurfacturer SpecsBusiness & Priplimsional Regulation-,,,
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SearcfF Rcsurts - APPE-auOflr/
2020
FLR
ALL
f -aduct Manufwtu er
P;oarrrlfj
SLuruLem ry
ALL
CcrnpIlarKm McMnd
ALL
Wa'Ity A--rKc'nUty CDtract Explred
ALL
PrQducti p.-,KrlpWrt
X L
Apprwed for use orjUide FMZ
AL L
Desiga Pre�6ure
AL
f =tirm MAMFrXWFRT
Ya9ida6cd 9x
F- I pW -L t i HnisILn {.Y —nn. C'amrng RDong grid Asp ha4, LLC
J1:0n W. LnezevIL9, PF
I' Category: Roaftg
Subcabeg or3, Unde:rraXmu
i
• FL14,irQ2 Al2 fkeMiSi0rl CY+kf 1Y OTIn'y RaoAI'ig and . .QFI ULC
! Joh fl W- KrimLmy -h, PL
Caae"rY: roofing
C954) 772-6224
!SUt7Cat*gbr3. UI7rJeriaymur-%
'AA- rw Lr Oe-- Appmwzft trr t,4aa steal he me.*m ad and raa.A 6 Its fffii o4.;.
1I C'ormKer :mrY.
1.1602
ALL
ALL
ALL
ALL
L
ALL
Al i
}tokl��
Pe,d,g FBCAppmwpi
Ckritatt M :- W " I 2Wlr963ne Road. Ili fahassee FL 32399 gyp": M 4f•i $M
Thu F" K of I-IQKLi Ix yn fr%tirM cm*kl pfm 4: vcqM trt 2M7 20i3 SkaU of Huiidi :: PrrrAc:r *#tremMt :: :: aY,
I_L�*r I Icridf 12w, eme II a dremas ire pu hlC i0��&- If yini tlo n4F vAsnt y41F tmNI &M new rr wnad h n tY m i prdfif. 3m m c3h rwFA" . iI4 rKt pyV
tledrDd: Fro to this tYtkrr. 3fdrlcrr�, 4AdlwI I I 11II1ty W phone ar by tradbmaI mill. IYYGu h&a 2eW kma, pN+.t r Wtt+17444 IJ4's. *PLvaMnt t.D
Scot En 4 AVS(3 5, HraiiLm IboIiilit.-_ RR*& a C'c~ 1, 2012, Ilomsme icenscd m,do, CJr7Iwrr 455, L -t,A vv, "the CepKtwe t WM an Lerall aMe�A if
Lhbp h/iK u . I Iit'!rr+1P; GrVwkW rrbay tk- USed TOr 0Mdal OMM u n M3L-&A milli Irr I c m i N". Hpveewer emdgI add remms are puNc rDnGed. If ym aO fgc mi;I, i , ,
Y)PPIY a perwoI DXrez, Pkm42 W"do tho dt'ParIefihiI wIri An em fmI ! i cwr be madC awFabre tr. Lhi puhIf- To cimm i i m p i yw we 0 ba-P!t
1m11t'r C--'Optef 455, C5, pi Ewe dICk h2ECL..
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ENGINEER
EVAIDATE
Owens Coaling Roofing and Asphalt, LI-C
One Owens Corning Pa fkwway
TOled% OH 43659
t74Oj311-6
N E M 0 1 iett.
c qfAu 6" #
353 Christian Sum Unit #13
W40rd, CT D6478
?203j262-9245
TM CONSULT
EMILMdan Deport rli� _11.0J9-R3�
FL1160�-R11
Date of Issuanim- WO9/2002
Rewlsion 9Z U/2r?/ZG20
*SQWE;
This Evaluatlon Report Is Issued under Ruie 61fZD-3 ;Orldl ttre oolkr)ble r+Ales -Dnd rugulativns gowerning t_hc use of
o4liWuetion matcrials is the 5ta4e of Florida, The doaumentatlon submitted has been reviewed by Robert Nieminm
P-E_ for use of the product under the Florida $uilding cede. The pr.Ddurts descriibed herein h:7,re been ewkkamed for
eompl iance with the 7"' Edition tIM) Fl*rida Building Code x-c6ans noted herein.
Dfesx3n-rm: MmlurOm Ro& Lfndmlaynkeets
LauvkG: Labeling shall be in aaaardance with the regLrirements of the Aci-redlt$d Quality Assurance Agency noted
herein and FEC 1507_2.1.
CoOMNUIM C Mlpt MCE, This Evaluation Report is valid u ntR such time as the named pmduct s.) changesr the referenced
quafrty fimuranae or production farcll ttyr location(s) changes, or Code pro%ri�ior6s thhl relo#e to the produett$) mange,
Amp rKe of out Evdwtion Rciaorts by the named dent aonsf=es agreement to notffV NEVID ETC, LLC cf any
changes to the pradu qs}, the quality Assurance or the piroducTion facility Ioc2C, :Lj. MEMO FTCr LJ(; requires a
cofnpiiete fewiew of its (oluiltion P&Mrt ;ralatrve tv updated Cadre requimmerrts with each Code Cycle.
AEM3MsDaKT: The Florida Product Approval' Number AFL#) preceded by the words -MEM01 etc. Evaluated" may be
displayed in advertising literature. ff any porbDn off the Evaluation Report Is displayed, then it shall he done in its
eertlretk.
INSPECTION. Upon request, a copy cf this entire Evaluation Eteport shall be provided to the user by the man Lrfacwrer or
its distributors and shal I be availa ble for Insertion at the -jab sits at the request of the R-uil<Jing Clff-•cial,
This Evaluation Report consists of pages 1 through g_
Pn*irvd by;
Robert Jiltf_ N6ernhwrlRE
r
Marida
ti= 7"WO M! $n1:PPxvrftmwz wff~ trFPutert
m4 P.E an i 2jlWalb1 This data nrs[i,t as co-
RL-gis"len JYo .547i FLXMa ULEA A NF 7M
dCLDskAN iknd A� MMrt
Cu nPicA m flF Irrcmmxmm
1. NEW F7 t LC does not hwe, nor does it Intend to acquire or will it acquirer a fnarxiaI irrreresi in any cNffl" T rylan atruCmp, or
distributing produce it etivlu&rbE---
2. MEMO ETC, LLC is riUZ 0mw(t gated tv corwoIhM by any- ourhpanx manuratrurk%yr disLrbuLin k; pruduvft�-?L emIualui.
3. Rnbr.rt F inninen, P.F. dnF.!F wgr havre nor wdi arqulr%.3 ffrraralal Mrest in anV owWany manutaMrinE or distributing prDou M ftr
which the euaIuatKm rep Drts arc beirig mmed.
I. Rubirrt Ni&nMeM P.E doE6& r*E heat_ nur will 8tLiu irr_ u finarrial aiLer t in arry other en Lity immIYL-d in the appraual pmcexc of the
WKI Wt.
5. ThQ a a b-L4Wirri; oo6e mmILsz orL Neither NEMO PM LLC nor Pa3bert Niemirrery, Pik. mr- in areV wag, the 0-migner of Record for arfV
pfroJect an SMIch thIs Eva Iuatiao Repots of pfiui0u5 loWSicns lhenr;f, a}wix� uWd Fur pasniUjnk or design cuidarr4e ur;dCv feIair*d
spKf PMM V for *W purFDA,
ID2019 NEMO CTr, LLC
#ON-Emojmac.
moron COMPDNEWF EYA1LUA-ngN.
Product cotpeg:
Roohng
Suh-cmegw f:
Underlay- ent
Cornp1ilamoe 5hltetreltk: 1-=Fdurri' Roig Undvriannents, as produced try ommns
coming Roofing and Asphalt,
LLC, have demonstrated compliance
wAh :fib firivwing sew
& the 7' Eciiidon (20M iFIarida &uINIng Code
throo- gh testing In acmrdanee with sippiicubir.. mnctii?mL the fa u*ng Standards_
Corn pliarce is suh�ect m the
Installa4an Requirements and
umltaUofu f £�UrSdiFions aF
Law sct fprth herein.
• r
Seldsm
Pr-OpertY
Standard
rear
154A3.1
Wind resistan:e
UL 1g07
2015
1507-1.1, 1507-2.4, 1507.2.5.2
f RM5-11, Material brd A33M rl.1970
2015
p90S7.2.2
15071.L1(2&3, Excmption� iS07.11.1(Sj { Tear stm. h
ASTM D4533
20IS
FSD5.1,1.VZ&3, E*mpVoftj R905.L" [5)
1501-1.1-3 (?&.ir Fm:p7tlmn 1Teruo a strength
ASTM D5035
2011
R5Dx1.114M, 6omprion), k9M.Ll-1 N
15{,T,1,1(5� f R905,IL. 1.1{5f
Uquid wiv!r•tranamisfkm ASTM NSW
701 rp
15U73.a � fLA%A3
Material surid3nd FRWM 5xth Cdtian 2=
TA5 17D
cm.Ir.mLrd Voatherine 5 RBI Pt7M
2m
fivift
EsprrorlW*M
AffkWence
ERD Crgr& 9M
various, Tls%Vrn toM
F3552119)6-11
r VL%t]iFri
ERD 03TE(F19E
%Vint? Uprrft
OV171m 1
ERo (T,sTeq qj
FRWml, the sl.-apaRr
da OC-1{r55UUL 0[i
oulA m
ITS C=0911
WqAp, pa't`•al
312%1704G-D75
10/31/mm
rrg(TM 509F
ASTM 19069. L T
10=E i4 M-W7A
17AFJIM4
Oarrrks Cnming
Prod=equieealer5t%r
Dedbffatim
&d1v201$
PRI CrS M78T
ASTM D79 A
04T-M1-02-01
o9tzQfm17
PRI 0'�M78E
FRSA(Tiq pm-tial
Qb� -01
Z 1 117
PF:I (TmaraM
ASTM DU9A DI M
OCF-341-02-GI
11M)NI7
PfU fT51T_ &7:11�
TAS 117(E), PL&8vough
OCF-4"-W-Kk?
D' mlzm
PFII o r5578
FFSA tM pallid
GCF Z5-0t-0d
D&NUM2
PRI (Tmars�
VL1M7
1378T007
D7 IQI'bM
PRI 4l Y &78F
ASTM DdM, TA510[3
00501 02-d1
M?IVM19
PRI Cr`M7SF
U1-1697
137MI ] 7
lQfzlfb3z0
PRI [T5TTm7Sj
ASTM 04533, DVM D5035
1379MID
IWL%2C20
Ki cuT58nj
ASTM D4S9;3, rx79M, D5035
1379MIl
IlAfo)lbu0
PRI 03M78P
ASTM 134533, D4M rGnrt
137M12
10115/2424
rr5 "UA 6F3f
Quality {owol
5mrirt Gwrfkrrvtion
12jid9{n020
ITS MA16 -P
Clualttyrrgmal
FloMda KIS
{urrmt
4.1 ��=V-30
niupm�m—
%dEMQ ET{. LLC
£rrtk- oy +uMrrtmini -, f S
WbMwRP Ukdard I KwFMsa
bestriptian
ASTM D1970 and Duba j, LIE rmrr6nF•3rced oulymer riDdiFied bitumen mawrial
FR-gAf Hl m.19 eremhK Dw, nn I Meted ro tie ir-dmIL4e c#a polymer
3y n heft woven sheet The underside c bz*md
with a 'ele&A fk L UmiL w#eighL 24 ihOAuam
Ev Iwgf=AqportIi100.i7JVA12
f" CM kPti (M9)1DC fi4P'FHVFI2 EVALUA,TMN FL11SM-911
Titwkm now U&SNUVWrrtc R 5 1h: 13A6{MD
papa Z vF d
Prodln:t MaterN SUMndard plant(s) De&cdpdon i
&2 Trtardum' LIDL-25 750P.7.t_7 (2A3, Unsdw. China synthetic sheet-twe urrdertrmmnt oDrwrised of
Exceptivnj,1507iLI[SI a wtwen mm.. oowted w ono srdr. wft a pr}ymar
R905.1,1.1(�&3� C Li irr- unit wit 25 ThtUwgmre
ErosptiQn�, I.Ll_i[5�
43 Trmniurn " UDL-30 LSO 7-1.L7 pl r UirfldW, C*a syrre*Lic sheet -type u M d e f Wy i ne n`1 COinprhy d Or
Ewep afd,1507-1?Ia j f a w ww cone = " on both sIdrs wM a
R905,1,L1(2&34 puNrner matinq;. Unit weight 4,0 1bsjwuare
EM=Vi09M.1-1.1J5}
Trtarim m ' UDL-W 1507.i.i1 &3. Qirgdaa, Chna synthetic sheet-type,rrrde•Iymaeni corrr,,rised of
Eaoep hral,1507.LLI[5P I a w omsr Bona aoatod r:n bath $Icis wrih a
R905.1.L1(2M, poryrner matir43. Unit wrighrt 4.7 Ihs,fsquare
fa t CM). RMS. L1.1[S)
5.2 This Is a building code evaluaticA Nenhe7 NEMO ETI r LUC nor RWbCn Nkmincn %, P,E, are, in airy way, the Designer
a# ffecord For any projec= on wh Ith this Evaluation Repoetr br preeious vv.rsinrs tbmeal, i5}wj* u$cd For pcvmitting
or desizin guidance unless ret3ined sperificafbr for that purer_
&2 This Evokorian ft�rt is mW f4or use in FRC 1-1101 Mxityf Hurricane Zane jurisdirticns (I-e- 6roward and MiamF
Dade-1aLin iesj.
&3 This Evaluation Report pertains to abow"erk rc4�f mrnpoMnL-- Rpo docks and structural rncmbers shall be in
xwrdanca wffh FBC requirements to the satisfaction Of the Jl ugKwiLy Hkhving Jurep�ii7#ir m-
5A This Eva uatkm RepDrt does Frot iircIude evaluation of fire dJ sdHiafdan_ Refer to IFSC 1505 for req uIrentersts and
romiWion* regarding rod ammbfyr fire classrricabon. Refer tD FBC 26M for TEqulrements and IamrtatlDns
CYrrlC+eMiMg Lhd use of Fowm pIRyk i wwlatipn,
5,5 Titanium— Roof UFKkw pvwF is may be used with a% prepared roof mvm whrrr. Lhe! prgdu�t N gpcv irimiiy
retereneed within FOC apprc of dcH:uments_ If not Nsted, a request rnayr be made LO the Authority Having
Jurindirri4n fpr ;;ppraval based on this evaluation combined with s,: pportir4g dam For the prepared roof cavering-
.5.6 Allowable Rouf [aver
__ fBCabruoi� I • La7�
T'danium PSU-10
TRmium UDt-25 '-- --
Titanium UDL-30
Titanium UDL-50
Ycs
Yes
Yes
Yes
TAsLr 1; Rom Gays Orrnons
L A
iSWA S ti75
1&0.7
C12WwdCwKretrT1r
-
Adheom--
MW!bl Pan& `I
%itcor YzbLr
WkdkmbW
dMd 3h:wy}e I
TTp-94ffq:IIM
AMR& set
�
yes
Ycs
Yea
'Yes
fte F 5.1j
No
NO
Yes
VM
Yes
YM
RWHK 5bhx Iri
tLdC 9t *Rl S
Yes
Yi's
1!p4VO--
Na
NO
Yes
Yes
vlrow s1Wrgcs and
Yes
IJ��k s17 n LW7.1.1.5 i
FUM L1 3j
MD
Na
Wj
'FEMD ETC, UC Waluathm Repxt 111SECC L 25-RU
iirlfiwa gr+„Lr-....ubm d=al.5 7" EdmON r2MG) FEEC NON-HV7-It EVALUMION F:iMM-Rii
Tkanrurrm R ud Un*rhMMWft Rrrl!lon I3: 17115f2eza
p4a Ewe
NNwoletc.
5--&1 AdW*i"-"ct¢ 3imtud to Law c f following underlavrnent { tile-adheKhie tamhinahom.
_ TAwE 1A, ALUvWABUTnE ADHmwE l UNDBuAymucr Cnwemumami
Umdbtrtrrpmt:
Tltanhim r'SU-30
rauprmt —Hh,- aond— RW T4 Adhes7;e''
KF Adhesw wJ Sealants 'Roh sea' AH-16Q'
1P A&esives and Sealarrts 'PolysctO R]A 7'
Rarida Product Apprmor
FL22525—
FL6332
FLG?M - —
5-7 A llrwrable! Sub%tratr.5:
TAW 2: S�JaSiRATE OVFKM F4R ADHERED Uri--ERLAMENn
kkffkffLV-QFLr APPti-t- Subsb tes;des*nod to root vrind Iroc�;fa-mmji!ctS
Type Pai roer m 2ft ria l l s j
- Dedaf sheathing {Optiormll ASW D41 Plywood
#lone ASTM D21C, Type II fek
Trtanirm FI9tJ 30 srkf�dherlr�
$oae street ASTM [At I Titanium UIDL 30
I Nonce j Titanium LJDL-20 Enuerted)
5LO Anxhmen% Lirthatbms:
5.&i For usn urmkr rr1whonisaPhf at-tachod MOWTLLE prewred vovf coverinOr attachmerrt shall be in auordance with
the Manufactuf errs Lftiallui om imsteutkibmr but —far mmFQFi :u1hf pML hcd undcrri3yrmcm or tQsc flecks - not
less than FLOC 15A7,i1 or V61145-1-1.
5.8-2 For we under ti€e raaf systems} attachment shall be kn xciordance with the mwufatturers Installation
iwATucUmg, but not less -than Section 5.0 hereln-
5-&3 Wind Mnis�jna! ine UndcriymcnT$y,5ZCms in Tice Roof Applications
The following wind uplift li friitaSang apply to ua d*rfl"rand 7fqCrn5 the arc nut RF'F?z3ip*c in the FR `FRL
k7n MIa H4J Wrad C&wYete DraCf On Roof 1-rL- ta.%.UWatroxr MmwaO, -Sabi Edison. The Maxirnunn 0r.%ign Pressure
is the result of testing for vA r%d land resistance based ofk allowable vwrrd loads, and reflects the uBtlrnate gassing
pressure d ivided by- 2 {d e 2 tD 1 mar:Wrn Df safes per FBC 1504S has already been applied
5-&3.1 Dife�,L•-Eu,Der:k:
The maximu m deslgn preua ! fe for he selected arramihly dmR meek ew weed Lhot eequirrd under FRSA/rRI
Ffordda Nrgh wand Concrete ano Cfay Roof 718e ins toMium Mnmol, rJbd:h EdILbxt ApgxWudix i, Talsle LA or ,he
crtt cal [h oestj design pressure deaerFnined in accordance wtdr RK 16M or FRE ResMentw Chapter 3.
iIl Uawmtr♦m Design pressure = -45 psf_
Nck! Min- 15J�2-inch plywood tD meet project requlFemenU to satL.facUDn of Auduxlkyr Having
Auriadklian-
Primer. [OpdDna€I ASTM a41
Underiayrmenk= Onr. or two plies Tamribum PSLJ IM, scif ;Rdhr.rrd grid bat nailcd max. 6' gLA�. with 1 ] Ep-
galvanlzed annuLar rink shank nails through 32 ga.,1-5}E-inch diameter tin ceps In acwrdante
with Owens Coming Roofing and Asphalt, LLC publisil►ed Installation requlrenwffs
j Aeftr Ea Tree Man uFvdurer's cvAdwshm! hiwLft wer3 Ftarido Prc duct 4pyprrnrof kTDw rjum Mg Morm m R&.uU nrr Perf4ffMMor
NEMD E-.� uE Ev*,atwn Re" Lu�4 �L o&Rl:
r ..�� qt—prtrVrypn 03- f 7" EdRION I26�0� rBC NON�NHt EV1r1l1hT1LW P11602-iii
TR3n Ium Roof UrKk4*xpvRPft ne-d dpn t7: 1711 WfrM
psgg 4 WE
4"
%M�TNEmoletc.
f2 Maximum [lesion Pressure=-142-5 as1F
Deck; Min- 15)3.2-4nch plywood to meet pr&jcd mquircirnants to mtisNc*Dn cf Authority Having
lurisdidion-
Prinhgr: None
One phy Trtaniurn PSU-30, self adhered and hack -nailed rrrax 6' flL with 12 IF. EaPmirved
Annular rink 4wnk nails through K ga.,1-N 3Nnth diameter tin taps In auardanre wieh Owens
Corning RLoArjgand As;ph*tr LLC puhFiA d insta Ilation requirements.
5.U.2 Mechanically-Attadued Base 5hee=:
The maximum desi�m pressure fcr the selected asserrhblyr shall rnret or rxmcd thRt req&4?d under FRSAfTftl
Fkorr'rkr Wigri kid QmcFEM and aov ffco; Jfe Jnsth7fi3tk1r WAU&J, 5ixLh 5�4iLiLm, Appcndix A. TabIu I or the
trikical thighest) dasizh pressure determined in acwrdante with FB+C 1609 of FBC R,e&iiderrW Ch;mphprtr 3,
Ahmrruawely, the maxirmultr desigXh prt!xsum fur the selected assembly shall meet or eaxeed at least the Zone 1
design pressure determined in acrne&ru�e with FW 1Fo9 or FIX Residential Chapter 3, Elevated pressure zones
shall employ an attachment duty desbgned bV a quaGFed design prcifr-,�5ional to resist the elevated pressure
aiknria- Gaimmonly used methods are ANSIJ"I Will, rM Lass Prevention WW2 SYheek 1-29, RwRria AppliuRtion
Standard R S 117 mo¢ f cr5ng Appkation .Standard KkS 131. Assemblies marked with an asteriiA* c-.hrry Ehr.
limitations set Forth ifL 5,-i;on 1.2.70.1 o` FM Loss °rewntion data Sheet 1-n (FebruaW W20) for
enhancement
Maximum design fmsuFe--30nsF*
Dt�Gk= Min, 15/32-ix h ply� to meet project rN uirernenLs Lo 30tFOULkiLn of Authurkyr HRving
Juirbd1c](m.
Base sheet: Tit2niurn UDL-30 JFFLYc Wd)
Fasteners: 12 ga. annular ring sMnk mils hewing rr¢t less than 10 rirgpt per inch, heads mot less than 318
ouch diameter and lethglh su#f-inifflL to penekrah� through the thickness crF deck not less than
3)15-inch with min. 31 ga., i-S)r diameter lin csl:c&
�Faciirl& F. 5xb o,c, at 4-incch wide side lays and 12-bx h o-e at dw be (3), equ;!IIV spored am. ntrrr mws.
Primer: ASTM EP41 prihnrrrcquired at all dn.-CapSL
UnderiaVrivent! One ar two plies, Titanium PSU 3a� wif-mdht rmd Rnd ham -nailed mar- 6' o,c, with L2 8a.
PraFaW[zed annular rink shank nails throLl h 32 p-, L-SJS-isid h diL3rnw. trl tin Wp$ in Puordano2
with Owens Corning Roofing and AsplLalt LLC published irismllat;on requirirmrnL-;-
fit MaNirmum Demon Premium = -3hD pFP-,
Deck: IVIWL F5133-inch plywood to mmt project requirements to satlsFactlan of Authority Harting
Jurlsdlttiom
Ba&- ShrrL: TiNnium UfX .30 sprinted side up]
Fasteners:. 12 ga. annulaf firm; Shank rwils having nOt 1M than 20 rirQP per inch, heads net less than 318
he h diameter and hen& suhflciient to. perhetrah,e hhrvugh Lhe thicknr % cxf dcdr not "5 ti pn
3J164nch with min, 32 ga., 1-SJr diameter tin cape,
5paci%: &-inch -b.r= of 4-inrh wide side gaps and 124ncu o,c. at three J3], equalIly spared tenter rows.
Primer: ASTdA 041 primer requited oar priwed sW of UUL-3p,
Underlayrment: Clrue ar two plies, Titanium PSU 30r wif-;pdhnrrd RrW bac*-nagi?d may. 6' o�, with 12 Rx
pFv mined axmIar rink shank hairs through 3,2g2, L-348-inch dimrne�Wr Ihn hips in acc-ordence
with Owens -Corm ng Rooting arrd Mphak 11L p,rb3ished inAmllnition requir-i�mrrrt7.
KEM0 Erb.ILt EumluAon Repar.111990.1L& Rl2
fBZW—grA„rt...,•...rr. LMM 7"E}DMM I2t3QM F9C NOW HURZ EVAluA7M f .11 irk -hail
7&M4 a E cf undPr6T=Wds Rr -dn :7. 17J7 rpn7n
PftA Sag
UrVNEmoletc.
4t5 Maximum Design pressure = -45 psi''_
Deck: Misr_ L5V324ndr Wwood to meet pe'Oje& :ui m nvowb to 5a6$FKtion of Authorityr Hawing
Base Sheet_ Th3nlum UnL-30 I wyerhedj
Fasteners! l2 ga. a rknular ring sunk nails having rwk ]ea khan 213 ring,$ prs inrhr fncwb nv# F-&s than 3/8
indk diameter and Lerrgth suffb2hmt to penetrate Swaugh the thitknes& cd dei* naL ass Lhan
V145-iKh with min, 32 ga, i-Sir diameter on caps
5pacing= &-inch O.r= at A -inch wide !We laps and 8-inch o,o. at three [3), equalfyr spaced center rows.
Primer_ ASTM 142 primer requlf-eiat all tiQraps.
Undcrlaymem One ur two pf ies, Titanium F'SU 30, Eeff-addb eyed and bark-mfted r ax- with 12 ga. galvanl2ed
annular rink shank nails Thmugh 32 ga- 1-5/&i ch dlarnetef tin caps In arMxtarK-E with GMnS
Ccwning Roo&v and Ashafk, (IC published instaLlatian requ Irenwrits-
Rfi Maximurti De&i n Pre!5suag=-4SpFP;
Deck-, Mirk. 15{32-kWh plywood LO meet pr4jca Fog- imm-en#s to saWatt m of Authority Having
JurlEdldiork.
Base Sheet: Trtanium UDl_-aO 1prin4ed side up}
Fasteners: 12 IF. ffmWIRT ring *ink nails hawing not less than 20 rings per inch, heads nit fens than 3JS
Irrofk diameter end "SLh suflidrrrh w pcnctrotc dough the -thic*ness of deck not Fuss -than
V -r-wh wllh min. 33 Sa-, 1-5{ diamic-W tin
Spacing: 6-inch at- at 4-Inrh wide site iap6 and a irk o.c al. three Pjre4WIlY sp,3oW rz:ntcr FPW&
Primer. ASTM D41 primer required over printed side of UDL-M.
Underlay meri+: CMe f3rtwo p6m., Titanium PSU 30, self -adhered and bade{hailed 6` a-c. with 12 ga. gaWnixed
;3nnULar fink !�hpnky nails through 32 pia„ 1-5{8-irrch diarneteT tin caps in aceardanoe with Owens
awning RoofrV end Asplult, LK publii*ed inMillation mquirenwnts,
5,9 WvMRR umfrtatiam:
TAm 3c ExPos uc IJMrrAno%
Ll n&AwVmazt Pm parad Roo Carr IrkoMibitIon: Type W21murn Exposkhre ( §)
me nlralfyr attached in
Titanium P5U-30 - —
Aclhe�sIMe-set t7e JQ
Trtaruum LPL3L.-2S, TWxiwn Vrri AE ,
Titanium tFOL-9D Medwnicaliv attached JAW
N E M 0 Er{. Ur L'r2lu7" Report ILLM&1LOO-M
Zkr k[CMlr CtfAo lf=fwcfcvi A--Ac`,N 7'' EaCFM TWE NO M+RRU EVAWATM -Ui672-R_=
Tfkf%Edxi Remipimn 37-.27 rN fiP@a
r2rsors
NNF-mojetc.
5_10 Tile Siip@M Limitations! When +oadirtig loaf tMe!. on khr.. undz�rtuyrm£nt in divest -deck the assemblies, the
mRxinrury roof sloe shall be as follows. I here slope lkmltawns can only be exceeded by using ];Sham d urim
R adine of the roof tiles.
TAELE 4: TLiE SLIPWE L1WFA6T40tNS FOR DVA7 TILL I mTALLAnoNs
IlRderlxkrrYent Tile Pride _ %iciFrMeahod Madmum
Flat May. 10-tile dark 5=I2
Flat hUx S Ihiz! skack 612
Luggo Max.10-tde stack 4:12
L wMed I Max. stile sfmck 512
Max. 10~tile stack �5 over M
Titanium, P5Lk3k
I
Lugged 5:1 7
67.1 Titanium Rwf 4lnderiayrments shag be installed in accordance with Owens Corning RoaHng arrd Asphalt,, L1G
publaed irr I&LaUarl rryuirwnrnts suhjz�ct tQ #ho I irnkVions set forth in Section 5 herein and the specifics noted
below_
61 Re -Fasten aFw loose decking parr, and rheck for pralaruding nail heads. Sweep the substrate Lhor+ou&V to
remove any dust and debris xlor to appllcatkm and prime the substrate (if applknbEe)_
&3 I Titanium— Uvt,25. Ttta Fd wen FJDL,3b orTkanium tim 5e
5-51 Shall be installed In compliance with requirements for x gentheiic underbyrrnerit in FBC 15LT1_LLi��, E3anqtian�
150?,1.i,1(3F brAption] or 1507.L1.10) Dr FBC Residential R905_i,1_i(7, Bxq tfork , R905-LL3[3, 6mep#lotl]
or R901941,1AM for the type Df prepared raaf ca*ming to he Installed, and the n,anufacme:s Installation
instrurtic,$. FRC mq-jirernents take precedence over the ma:wfactu rer's. installation instrucdonk
6-3.2 Fa&Lerie!f5:
Minimum f;,stcncrs shall be corrosion resistant. rinP-shank yap mails shall he as set forth in FOC I 7.1,1.1 or
151Y7.1.1.3 cw W Reeide!&HAI R905_Li1 aQ Ft9&L1_3.
tumum
6,4,1 N6Wfpl A4ppfirations:
$Imll be installed in cornpiiaKe with regxdmments for an approyed self -adhering underlaymen t [ STV D1g701 i n
F9C 75Wiif 43r 1507ii3 -or FRC ResideriGal R90&1_" cw PM5_L1.3 for Ow type M prrp ynd rQ0 rrnrcring
to be Installed, and the rrranufactureuris imUllation instrutLiiiiS_
Wham installed over a mechanically attached, floc Approved ASTM :13226 Type II felt, the felt shal I be rastemtd In
accordance with FhC 1507.1.1 or
WND ETA LU MRftstlan ftPM I11DW- L.03-ELL
a,ryWl CO " IPIM- 7" EamoN ImQop Frsc wont-ffln-Z EVAluknnM F_ ,60-Ui
WMAirP RGN0 Urrdsr*MPerft mk%d0pn 17: 17/1 rPn7n
Pa"7WE
6&11
`k7—
lEmo I etc.
GA-2 Tile ApplicaticHm:
Shall be inF"Iod in Pornp]ikLKte wiXh nrwiromorrW fpF a SCIf-Adhorod MCmku-,ov& iei Lhr. FRSAfM F?d6CW Heyh
Wm-W CAMMW afd CAfy Roof Ti-'e h faMfriki o Ml0000rr Sixth Ed:kiomp &W the manufacturec's Installat1cm
imteuetii!whf-
Refer io Sedicn 5.3-3 for at2Chrnarrt limitations.
Refer to TaMe 4 for We staging limirtnions.
&5 ThanfiuM 2^ -
6-5.1 The Muni= 2-Ph1 Sr Aem ce a dis &f a buse layer o! TitanluM UDL-30 (t iur face primed or Sheet Invertedl
miei�k aktathed Lo the ,rood roof deck followed hV Titanium P5U-3D, seff-adhered-
65.2 MarFT&-AApikaUDns!
IrwWO T+kaariurn L)DL • M [tpp surface primed or sh"r hwertedj in a= anr* with SeCtiotl &3 followed by
Titanium FSU-3d in a®rdznce wi Lh SeeLiun 6.4.
5.53 ille ApplieatfDns:
Wer to Section 5A3 for attachment limh3tians-
Refer to Table 4 for the sta2irz limitations.
As iequlred by the Building L3:L9aal ar Audrority Ffaving ]uris6cdorr to praperIV ewaluarte the installation of this
product
GonLxL the named QA enLity for ntsmufacltwing facilities covered by FAC- Rule 5113ZO-3 QA requirements. Refer
to Section 4 herein for producu and production locations naviiRg met oDdi fled material !nandards.
InWrtek Testing 5+erwices NA Inc. — QUA1673; [31219 ; mapm.noclwWrQirrtrrt.k.rnm
-END OF EVALUATION FOP RY-
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