HomeMy WebLinkAboutFire Retardent Treated Wood SpecsFlarnePR@'FIRE RETARDANT TREATED \^1OOD
TOP REASONS
to llse FlamePRO' FÍre Retørdant Treated Wood Products
. FlamePRO Fire Retardant pressure treated wood products, as described in the ICC
Evaluation Services, lnc. ESR-4244, meet all U.S. major model building code requirements.
. UL Classified with an FR-S Rating for flame spread and smoke development values of 25
or less.
. FlamePro Fire Retardant pressure treated wood products comply with AWPA UC-1 and
UCFA use category systems, FlamePro treatment process meets the AWPA T1 standard.
. UL GREENGUARD GOLD Certification - The FlamePRO preservative has undergone
rigorous testing and met stringent standards for Iow volatile organic compound (VOC)
emissions. Products certified to this criteria are suitable for use in schools, offices, and
other sensitive environments.
. Cal Fire Certified.
. AIA Approved Continuing Education Provider.
. FlamePRO Fire Retardant pressure treated wood products are backed by a 50 Year
Limited Warranty Program from Koppers Performance Chemicals lncl
. Hygroscopicity testing conducted by a third party independent laboratory has confirmed
that compared to untreated wood, FlamePro brand fire retardant treated wood does not
pick up excessive moisture under ASTM D3201 test conditions.
. 1 Hour and 2 Hour Tested lnterior Wall Assembly, and 2 Hour Tested Exterior Wall
Assembly (ASTM El19). For details refer to ESR Report 4244.
. The majority of common lumber and plywood species used in building construction can
be treated with FlamePRO.
. Low corrosion rates to code-approved metal fasteners and hardware.
. Optional orange color for building site recognition.
. BSD SpecLink Master Specification Content for Architectures, Engineers, and
Construction Markets.
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For more information, call 1-800-585-5161 or visit www.koppersp(.com or icc-es.org, ESR Report4244.
* Available at Koppers Performance Chemicals lnc., Attn:Consumer Affairs, P.0. Drawer 0, Griffrn, Georgia 30224-0249 or visit www.kopperspc.com
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1 & 2 HOUR TESTED INTERIOR WALL ASSEMBL¡ES
1 llour Tcstetl Itúeriar Wnll Assemltly (ItSTM"Ell9)
Max. Iested [oad: 100% of Design Load
Iite Hàtingr; 1 lruut, loarl bearirrg
rated from one side (interior side only).
For det¿ilr refer tu ESR Repurt 4244.
1. Drywall 3. lnsulation
(1 hr from interior face) 4. FlamePR0 Plywood
2. FlamePRO Lumber 5. Exterior Facings
") H a u r Tested I nteri a r Wa I I Åss emb Iy (ASTM" E I 1 9)
Max. Tested load: 100% of Design Load
tire Ratings: 2 hour, load bearinq
rated from one side (interior side only).
For dct¡ils rcfcr to ESR Report 4244.
1. Drywall 3. lnsulation
(2 hrfrom interiorfore) 4. FlamePR0 Plywood
2. FlamePRO Lumber 5. Exterl0r Faclngs
1 Hour Load B.aring W¡ll
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E*edor
Bear¡ng
Extcro.
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1. Drywall
(Mk.y8'thkk,
5. Exterior Facings (Required):
Brick Veneer, 3/4" (ement
Plaster (stu((o), (ement Fiber
Siding (1 h r f ro m exteri or fa æ)
4. flamePR0 Íire RetardantTreated Plywood
Mn 15/r" thrck.\ptnnol el\Í ¡ndkItu tor ¡denlihrction)
3. lnsulation
l M ¡ n. TV 2' thkk. ß -1 3 fr h e ry 1 û ss
bott; 2x6 studs 16'b( bott
¡ nsu lûl¡on requ¡ re nents ûrc Rl 9)
1. Drywall
(Min. 5/8" thkk,4'w¡de, Tyþe C:
I htfrcn ¡nteilorforc)
5. Exterior tacings (Required):
Brirk Veneer, 3/4" Cenrent
Plaster (stuc(o), (ement tiber
Siding (1 hr fu o m exte ri or fote)
3. lnsulation
(M¡n, 3-U2" thkk, R13 fr hilglos
bott; 2x6 studs 16"0( bott
¡nsu I ot¡ on requirenents ore Rl 9)
Exterio¡
l. Drywall
(M¡n. 5/8" thkk,4'\t¡de, Type C
2 hr fron inteior face )
3. lnsulation
4'wlde,lypeC
(lûin. 3 1 /2" thkk, 813 ñberglor
hatl ) x6 \iltdt 16"0( holt
¡ nsu lot¡o n rc qu ¡ rcne nls o rc ß1 9)
I hrfrcn inteilotfo(e)
2. tlamePR0 tire Retardant Treated Lumber 4. tlamePR0 Fire Retardant Treated Plywood
(M¡n 2x4, 16" 0.(..qpt¡\nal ftlor ¡nd¡(1tü f\t ¡denl¡frrut¡on) (M¡n 15/32'thkk'1pil1nûl dot ¡ndk\tor fot ¡dent¡fiet¡on)
1 &2 HOUR TESTED EXTERIOR WALL ASSEMBLIES
1 tiuur Tested Exteriar Wall Åssen¡l;ly UISTM-EIÍ9)
Max. Ïested [oad: '100% of Design Load I Hour Load Bearìns wãll
tite Ratings: t hour, load bearing
rated from one side (interior side only).
For details refer to ESR Report 4244.
1. Drywall 4. FlamePRO Plywood
(l hr from interior foce) 5. Exteriortacings (Required):
2, FlamePR0 Lumber BrkkVeneer, 3/4" knent Ploster
3.lnsulation (Stucco),CementFiberSiding
(1 hr from exterior facQ
tacings
1. Drywall
(Min.5/8" th¡(k,4'w¡de, Type C
2hrfron ¡nteiu fo(c )(M¡ti. ? 12" thkk, R-11 ñhilqlos\
h nl t ; 2 x 6.t udr I 6"0( b ntl
i nsu lot¡on requ ¡rcn e nls o rc Bl 9)
2. FlamePRO Fire Retardant Treöted Lumber 4. FlamePRO Fire Retardant Treated Plywood
(lvlin 2x4, 16" 0.(.0pt¡0n01 rclu ¡ndk1t\r f1r ¡dent¡frrct¡on) (lll¡n 15/32'thkk.0pt¡0n01 rclu ¡ndk1lü f,r ¡dent¡frt\t¡\n)
2 iisur Testetf f,xteriar Wsll Assen¡bly (ASTM-Ë'119j
Max. Tested toad: 100%o of Design Load
Fire Ratings: 2 hour, load bearing
rated from one side (interior side only).
For details refer to ESR Report 4244.
1. Drywall 4. FlamePR0 Plywood
(2 hr from interior foce) 5. Exterior Facings (Required):
2. FlamePRO Lumber Brkk Veneer, 3/4" kment Plaster
3, lnsulation (Stucco), kment Fibu Siding
(1 h r f ro m exter ior foce)
5. Exterior Facings
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2. tlamePR0 Fire [umber 4. FlamePR0 tite Retardant lreated 2. FlamePR() Fire Retardant Treated Lumber
(M¡n 2x4,16" o.(. -qpti1nal olil ¡nd¡etor t\r ¡denl¡het¡1n)lú¡n 2x4,16" 0.c'qpt¡onel el1r ¡ndkItor tot ¡dent¡h@l¡\n) Min 15/32" thkk.1ptionol olor ¡ndielor tor ident¡hel¡on)
Fasrener and Hardware rnrormarion Ham*ß@'
The corrosivity of FlamePRO@ brand fire retardant treated wood has been evaluated in accordance with AWPA Standard
812 for a variety of metals. The corrosion rates for carbon steel, galvanized steel, aluminum, red brass, and copper are
not significantly increased by FlamePR0 brand flre retardant chemicals when the treated wood products are used as
recommended by the manufacturer and properþ sized for the materials selected
The following metal fasteners are recommended for use in contact with FIamePRO brand flre retardant treated wood:2024'
TB aluminum, SAE 1010 steel, hot-dip zinc galvanized steel, copper' or red brass.
. OnlA used in interior, mclosed, dry apphicat;ions not euposed to døm,pness or wett;ing.
. Corrosi,on testing indticates emellent perþrm,ünce euen with non-ga,luaruized carbon steelfasteners. It is sti'll recommended
that galuanized,føsteners be used just øs galuanized truss plates are used on untrea,ted wood trusses.
t The same galuaniøed, truss plates are acceptablefor use with FIamePB] lumber, as are pla,ted galuaniøed nuils and screws.
Hygroscopicity testing conducted by a third party independent laboratory has confirmed that compared to untreated
wood, FlamePro brand fire retardant treated wood does not pick up excessive moisture under ASTM D3201 test conditions.
Treatment with FlamePR0 does not cause fasteners to corrode. The treating industry recommends the use of hot dip
galvanized or stainless steel fasteners for all types oftreated wood due to exposure to the weather.
EXAMPLE OF EDGE AND END JOINTS
Edge and End
Joists: 1/S" spacing
is recommended at all
panel edge joints unless
otherwise recommended
by the manufacturer.
Plywood Fasteners Size and Spacing: APA recommends a l/8-inch space
between panel edge and endjoints. Plywood and oriented strand board
(0SB), like all wood products, will expand or shrink slightlywith changes in
moisture content, If the wood structural panels are tightly butted, there is
n0 r00m for expansion and buckling can occur. That can mean costly, time-
consuming callbacks. To assure best performance, follow these panel spacing
and nailing recommendations for APA Rated Sheathing, APA Rated Sturd-I-
Floof, and APA Rated Siding.
Spacing Hinû Use a lOd box nail to gauge l/8-inch spacing between panels.
Spacer-type panel edge clips may also be used for roof sheathing applications.
NOTES: Panel spøcing i,s an AP!¡RECOMMENDATION, to proui'de
i,nstallers with a m,e&ns of mi,ninuiøing the potentiøIfor panel buckling;
howeuer, i,t is not a requi,rement. Some manufacturers may reqwire a
space at the ti,me of i,nstallattion. Panel buckling may be an aesthet;ic or
serui,ceabili,tg issue but is not a structura,l dfficiency. There i's no reason
to enpect this recommended space to be møi,ntained when the panel
becomes ucchimated. Gaps thatwere ini,tiallg presentmøy haue closed
due to normalmoi,sture-related, enpansi'on. {f thefl'atness of sheøthi'ng or
floori,ng panels is øcceptable, APA would generally recommend that any
fini,shfl,oori,ng, sid,ing or roofing be installed' øs planned regørdless of
whether gaps are present.
FlamePRQ is UL Classifled with an FR-S Rating for flame spread and smoke development values of 25 or less and received
the UL GREENGUARD Gold Certification. Products certifled to these criteria are suitable for use in schools, offrces, and
other sensitive environments. FlamePro FRTwood as described in the ICC Evaluation Services, Inc. ESR-4244, meet all
major building code requirements.
1/8" space
I1 & 2 HOUR TESTED INTERIOR WALL ASSEMBLIES1 & 2 HOUR TESTED EXTERIOR WALL ASSEMBUES@It- ," * J- ," - --..1lo ø '^'t-----------\---+mrTffi-?lnffio ô-o1. DryMll o tuûòññaßhk)3. lnsula¡ion5, Extedor Fadñgt1, Drywàll fi il hon nrûil te)2, FbmePROL!ñbera. FbmePRoPlryood5. Exterior Facings {Requfed):100%ofDsign bàdFiê iåtngr:I hor, loú þùiñ9 ûkd fÞm om ride ( nteilor rlde ont).fordebiL rcíerb t5RkFil4244.FIRE RETARDANT TREATED \/VOODluÈdhñú rndPhdthr^ ß1t .6r8ddqtu@ k hthn@100%dDsiqn loútu. ¡.r¡ngrI hill ledb6hq Gkd frcmoneride{iikrorsi&only).Ío¡ ùÞih reÍeno ESR kpdt 424.TÈÈdbùd tr.rdù¡lr: ß, N. bl a Mqd.tuu1ñ 6t úñ.tpd1.Oryallahftañbùþ,hd:2. flam€PRO L! mb€r¡. lnsulatìon4, FlamePROPlryæd5. Enerior Fâcingt""*' t.Drryat a *"^ nnø, n,az. Fl¿mePROLumber4 FhmePRo Plywood&,.,", s. Efedor Fàdngr (Rquted):100%ofDsign bàdine R.dîgr:2 hilL had borhg nred fmm om side ( nleior ide only).Ior dèÞi[ relûto t5B Repon 4211.100%dDsign búfirc ktingr:2 ho{ hd hil¡ñg Þþd frcm ore side(hþriorrid¿ mt). Íddd¿iL rcferbESR Reo(4¡44lÞNûnñ rEndPhldNrctrAm NþnMAlloN ld¿@4ûnbh lù r!û ñE etldú¡t &d&d \Eùd, ß eùùnncr4lollûún{ft @¡ûletúÞ¡6 ìshlct¡u¡s. Donorùril 6¡¿ Ébd¡ilt ttubd d.! \þù NIoSH Nf nùd MN ¡¡d Ío&l.s wh.¡ r ütd4 or údl¡N d. lbâ. Sìo\rs\ùtr vor[ing{{h rd. Se ñr¿ þbd¡nt hc¡,éú tr!0d dd¡ø! ñ{ núSd. jM tu û ¡sed tud ¡¡h ¡0ltçrbr or W¡¡slúe ttoh ô. tþtcd tu rdror úron del ${ h Sii{ah ñod *ì¡ ¡¡c6 iioEùAìly. All ¡MÞS and enshuc¡o¡ &bds s¡ouìd be ôldned uÞ ad diÐd or& dtudionr S sh M¡k rlifts eþ¡¿þþ lñû ôhr ù.rvhd .lnttun¡ $îÕe rú... airs dbrdr¡t reted wood sho ild.ot h ud wh6æ f ûry co@ ¡rb diEd or ¡ndkdcofr&l, wr$ dnr¡ ìnl r¡bi. Do not ur. ô¡! Èb¡¡á¡r h.dcd Nd ù¡&r duñ¡ûer vh@ ir ruv komd trenpd¡rft ol tod úr¡nd led, ø Uæhhu. Do noL u¡. ñrc nhd¡nt tr€rd rd s nûlch-' 0¡ìe ñra Þbd¡nr þâted wod Iìil ¡ vidb[ dæn ûd ts d s!þR 6idùe ûeld M uçd. Itlh.sôÕd h b bâ ùldd in ú l¡þrlô¡ aÞl¡c.l iın úd hsM¡ Nd dú14 cd$rr.ndn. fr Súh ù ålhed h dry hlòF hêing mvèñ or miid.. nispo6¡l tucmrdd¿lbDr " ¡no Ekrd¡il t4ded Md ñs h dßposd ol ir lôndfflù or buù{d rû côñrior¡l or ìnd!*ri¡l indæñto6 or bi'en in ecord¡ncowith t¿dDr¡. 6ht. !Ìd lo@l qul{ún"accdrùúo ûÙ thc Ndôiâl tuiC¡ SFifidbns (NDS) ând rh¡ Sd [¿ùdhok,. l¡lld $@lh c¡¡ d ¡0¿6 *r oh ft ñle dtury Wdú, r¡.btlhg unÞikd !il [¡¿ Þbrdúr ûuli¡ tuo{ ù¡¡ûÞlo8ù ldDe !@Þ b ddsS!mirum cond¡llons. & rcnwc noü hn hc trcflcd {ood sufacc, Md úould h 3¡¡M b d!, Typdh ùi¡d q ed úr.¡n k !d þ morc ¡mdd¡t6ùdrco ûo¡d Po! noE inforndon lHl úw.epa Sv.t U$ ûft ¡?uilúnt [Þld sd sf.0 lq¡y¡ r.ad ltr lsÞl úd Fdù.r inLndû h.Îo¡ê ü$.Fû 4 t o@tdc úrl| eôotu 6tt kw ß k tomûÚ & ñM d M ilu ót d.Thk h lot á 6d rlone dÕrummt ¡d nùd k Fd l¡ .Õ¡jurc(hn rìth.tu rbn.Pto Þ¡nd 6ii ¡.ùdúl tsâk r¡d lìhúru. rM ht dú dtd in ilF litsmiùr..FùffiÞlqnbb&hnmWd!ñ¡d6.tuæ@h@rht&d.&@M.8db@Mù6fr Áñh{.ù ùFabr6 In & ßturu bdh6Àg@dtl:::Ti:lÌ:",î:1ffi"Tj::;::.',:"Tj:ïlr*ffij:j::.. ,,.. .. FIamePR@
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Fù¡Prohünd fiF r.1¡rlân1 r¡.tod h¡mhq¿ft t¡rwo¡d has bo.ntee¿d byindDpc¡denl rcú¡dibd hbonlorioq folhwiú indulr'! rrrd¿rb¡STM D5;û4&ASII 1551Û10 de{Ìop lr¡n8lh dsiÍn frcbs lorThr Nâljon¿l DNign Spec hcalio¡s (NÐS), Wood ll¿¡drook. ¿nd othrpubliotù¡s h¿re c¡ùtk.ncd ¿g¿ì¡s!1hc usc ofarywoùd producr incn'ûonnc¡ß0xccedihS b0'[ Bmcd on lhf r¡.)grh:âh genùâid ú¿n teíed Der rndrstryp¡otæoÌ al an a]crcdfedürid paÍylabomto¡yp¡desìon¿l ¿ngi¡eús há{ cdculãtod desjgnvdus à¡d Ðan ad¡FlrìerLsto ¡nûdilyÌIe uhfrâþd desißn v¿llcs for lurbcr ând sp& útings Ío¡ph_rood. frNe desig¡ vahrs ¿r¡ ¿ppl icùle d hmFdürcs up io I;¡_F for h¡nbet (sc T¡bh¡ 1 ¡rd ¿) ùd lm"F lor DhA ood (see Table 3).CORROSMIYTho coûNirityolFbndm bMnd ltc rola¡danr lr*edqood hâshsen Aallåþd In m.ddârcevilh AWPA St¡¡d¿d Ð I I lor â rarhL! or ñdils. 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