Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutDocument1AIII AIPPLICAIBLE IN F(l N UST BI d CIMI t ETEEI FOR APPI ICATICIAI 7a BE ACCEPTED Dale. PERM11 TYPE: RC GRIN Cl PROPOSBCI IN PRO\ EN EN 19 LOCANON: Alddress: 351a MUTZGER RD"PIeRCE Propert) Ta)i 11 #I: 2403-717-OOOC-00-2 file Flan Name: I roje a I Na nl EI : 1435161 CUNNINCFA N El EIPII 11 E MISC►MP11ON OF WORK: RERCxIR SHINGLU ANC FLf T Pejimit Norm be r: Buildin18 Pellrr ill Application Cammential ResidEintial X Lot No.^ Blaak No. I coh sw L MON INFORMATION: 1 Additional uric rl to be performed i nde n this permit — cheol' all tl at a p il IV: —MeiiIanicaI—GasTanl _Clan Riping —Shutters _Nlectsic _ Rlrrnking _9grinl16r� TotaISq. It olConstuuction: Ca st of Constnuction: $ _ General or 9q. P. oil First Illoor: W ridomis,IDoors X Rool R its f Utilrl ie.i: , 9ewea _Septic Building HE ight: OM EAI%LESSE E, CION 11 RA C1 OR., Name Name: Addne!i Comps n rl: Addue:is: City: :Itale: — Zip Code: Fa)r 111 ore Na. City l: S1 al a: it ip Code: _ Fa)i: Ric ne No 9-i4 ail: Fill in lea simple Til le Holden on next page( if clifleiient from ihe0minerlisred above) 9-N ail 31aIa ortlatin tyIWense If value oil tonitruc ion is ;� S 50d oa moae, a RECQRDID Nol ice of ate rrmexeeme n t is required. 111 ualue of HVAC is 13,501 or more, a RECORDED Notice o1 ila rrimenaereeni is required. SL RPLEMIIN -RAL CONSTF L C71IO LION LAIN I)1 FORMATION DESI{IN 911/11h GINEER: _ h a I AIrl pliaak k M ORTGIACIN CCIM PAN Y: N of Alpp linable Name: IN am e: liddiif ss: Alddne:ia: City: Stal e: Ci1 y: ta1 e: Zip: Pha ne. _ 2141: H I one: FEE SIMPLII TITLE I-OLOGR: Nol �Igpliu k le BCI11I]INU CEIMPA14Y: Not Alppiicable N a me: Na ni e: AIdtllies>i: I A(Idi ss: Cif y: a i 1)1: Zip: Phan c Zip: aWNER/ CON TRAC11OR IT: Alin Iiaation is r ereb)I made io at to in a perm it to do tl a via rF a nd ins taIla lion a:i indicated, I aertilytl at no workar inmtaIlatian I asconirneri prior to the issuarica of permit, St. I uaie County makes no repreienta tion that is granting a permit will autl a riaa tr a permit holclar to baiild the sul jest struata rEi wl icl is in conflict wiitr ar111 8 p p IN able Home Om ners Assn aiation rules, it yla ws or a r d move n anti that may rastrist (ir prohil it suah structure. II Ica9e aonsuIt wnth +Ia ur Homa Owners Assc aiation arid review your cleecl loran) I restrictions Whrct ni a AiI, In aomidaration cftr a grariting of itis regriesteel permit, I do t erebi aurae that [will, in all rempents, perform the+niork in acaordanae witl V a al1pra%iecl i ns, tr a illorida Building Qades and St. Luaie (IountyAmenclments. TI a lollirlg briilding perni it applications are E xai ni from tindergc in a full cancr rrenay revia wi: rocs m aalclilions, aacE sscky Nu iiture s, swimming p c ois, fences, wialls, sins, icrean rnomai mod aacc ssory uses to anotl ar non-reslderitial clsa "WAIIiINING TE OWNER: YOUR 111A1LURH TCI RECORD A I TWIC CI IMSIRCIVEMEN-IM TCI lI OU R RROHNRTY. 11111OSIITED ' IH B JIM SITE BE■ORE THE FIRST INSi YCIIU NDER OR AN ATTORNEY BSFCIRIII NEC Signature of Owner/ Ieisee, IUontrastar as Agai nt for Owner CON MEA CRMENT MAN RESULT IN YOUR RAII ING OF CON N ENCEN Elli T MU ST BE R■CCa R11Il 10 AII111D YOII 1N7EIYI DI TCI CISTAIIM F1NAN C1 C I, CONSULT . TICS OF CON MEA CHMEAIIII." ra oil Ca r tractor/t iaense Haider SWITE EIN FLORIDA STATE CIR FLORIDA COU A Tydi COUNTY CIH Ttefor inginArum ntviasaakncwlaclge<Iteilorerne Tla r aingin:itnirna wiasaakriawlaclgeclkeilorerne this cla±1 of 2a � t y thi� cW.1 of 2i1 Zr- t y Nameofpersan mapinplstaterrent. f E rsai ri all�l Kn a wri � OFi f rc due -1i oil lcln ntillicatiorl f racluiied (.51®natur Yq# j�fi�(a*IDf o 110 Commis= - e MYtIaMN18:ION# GG16l17d9 ril t9, AW 1) REV IDA S FRONT ZONING COUNTII R REV IEVI DATII RECEIVED DA7R CCIMPI RTED A 11. 217119 Na m E of p ersa r ma l' i ng :ita to ma ri t. l E rsa n a II I Kn awn (11� ON F roduc ed WE ntiilimatiai ri lypa oilIdentifiaation p ra elude d �l7 tjSrglr r _. _Ari�j +lLaIRfA(I O r- �mniissia i' My CON MISSION A G Apil 4� 19, 21 SURRFVieOR FLAIN9 VRGIIIATICIN IRA TL11RTIII MAP GROVE REVIIIW RRVIRW REVIE\& FRVlow RRVIRW x I vp%,i Ly %—al U Hage 1 of 1 Micl a Ile Franklin, CIFAI -- Saint Lucie County Property Ag1praiser -- All rigli t9 reserve( . Nioperty Identiflcail ion Site A a clri s.: 311 ( INEU GER RD Sac)TowWRw go: 45f31S/44E Map ID: 24A 19 Zoning: A S- Count CIN ne11shij1 Clain iii A Cunningham POBoll 51 MortPti rcc, FI 3,4154 e ga 1 10lescllipt Ion 11RADE WINDS S/D LOT 6 (0.IS A(l) (OR 3113-1840) Qurrent Values Aist/Markat Value 131,900 Ass1 ssed V a lue : 111,112 H xamp iai r s: 111,112 Taxable Valtw: 10 Property tar es al le suhle ct 1 o cha nge upon change oil owns rship. • East tavei ire n o i reNi bit n roje4 tis n of futt c tames. • Thi sell c f s pre pert wil I ron iI t t1 a newt us I of all V en ption4 assessment cs M and spl eial clan• lllcations i Taxej for t}lis Marcel: ! LC Tax Collet oils Ofhce Down loa d TRIN for t11is paraal: Ddwnlaad PDI arti el ID: 14(1-111-OM -W0 -:I A ecount l l: li %63 Usti Type: 4100 Jurisdic in n: Saint Luc ii County 11ol a1 Areas Ilinisl ed/1lru er Air (9 F): 1,(71 ©ra ss 9 Will it d A3kr a (9 F): 1,401 1 and 9 ize {aA rep ): 0. M I and < ize (111): 8,211.1 All infartnatia n is bq Booed to be aorrei t lit this tinie, It ut is sul jict to a hange wid is proiiide( without al 71 warranty. (I Coll3Iright'10101Cct Lucia CQL11t) Irellernl Appraiser. AIII fghtsrm niicl. hti F s:A Www.pask .oug/REClardl 4R, 2020 Page 1 a l 8 Flosicla Home Improve ni a ni � Ii social es Licen s e No. CGCI 061890 / GI8449118 3044 SW 42nd St. Fl. Lauderdale, FL 333,12 Claudia Ounningt arr / 'ICI7616a 3510 h e1:IgI(Ir1 Rd FLIRT PIERCIE RL 349 47 {L.'aHiOA }tNO Mr RRO)18114011 A VI tl aIA11101 Replaclerrlenll Roci incl Cclntraclt 772-882-2561 m s cunham@gmail.a a rn Bic wand Tel: 954-792-4413 Mian i Dade: 305-545-4469 IIIIa x: 954- 792-2170 Wet : ►nlwvi. It ap roducis.oa ni Mail: inilo@-Ifaproducis.aarrl Dale: 03A30/2020 Rep: Zaat Hairling it is Coni nacl ism a de and a Mel isd ini o lhis date oil 03J30)J2020 by a rl d betvle el n FH AI, L I. CI, a ❑elawane Oc rlponai ion In own as ("Ooni ra a t or" oii "FI I/P), a ad Ownen(s) named above a 1 It e piiopenty localed at l he address listed aN va known as ("Ownen"). 11t a Clorl lnacton a gilees to perform t he wiorik descnibed below al the gnoperily lislad above: Harne Clwnfuis Pissavialialn Homeowners Assoaiaiia ti a ppiiovai sequined? H OAI t an e H OAI Phone Number Clclntracitcir aw elels im oerlterrr deiscuibed Halow: Ren m ie : Ins -la II: Shingles (Square : ) Flal Roof (Squatles) Fal :I a is Boa nd (I inl al a ri Feel) 15 Tile Roc f (Squa ties) 5.52 Gullena (Lineail Feet) 201C 1 Shingles (Squaties) .15 Flail Roof (Squa ties) 5.92 Fa s cia Boa rid (I ir1 a a ri Feel) 20C Shingle ( olon Clot bleslo1ne C1rla)I L nde nlaymeni 11amand Deck wi11 1I01t Fell RemovejlRe-install Solar Ho'l Waleii Per nets 7 111ai Cleck Insulaiia rll (Squares) 0 Soilfh Remove, "a plat cc (Lineau Feel) 0 2 N 2 Ilouble Clone Pa ly S1 liligi t i1s) 0 2 N Al Double Cia nre Polll SI lllliclht(; ) 0 4 N 4 Double C1lome Poly Skylight (1) 0 Pro je at Clonfitlmai ion Tile Roof (Squa ties) YES No hoa 19 N, JA a Chillers (Linear Feell) 0 Shingle lilypa Architectural %eni 'TlIpe Ric gel Vent Remove,IRe • Ins-1 all Sola ri Pool Panels 0 Remove, IHaul Away Bathe I Tile Rooll N. IA Screen Removal/11IIns ialI (Linea111lloet) 2 ) 2 Flai Glass I aw E Skylight(s) 2 )t t Flllai Glass Loud E Skyligt t(s] 4 N 4 Mat Glass 110 S1 llligi i (s ) Cllaudia Clunningham ,11075'167 (Cris l a me is Initials) Nge 1 at S r+tiullm!j VVU11rza11cci1 Rernc ue exisl ing rod f coveting (NOTE: Removed Harris are lit' ely is t e cla rn a Bled and cannon k a neused) ., Replaae roiiad c r damaged moll decking as applicable to it is project Reps in ou iiie 111aa a exist ing fa a a is board as applicable I 1 his pra jei ci 1 Re -nail existing noo•I dei al to meei cunfienil Florida Building CIO des � Install new '15 lb. fell unde nlaymenl as applicable to i I is project (to ri ain wanra t i ies may nol apply) Iasi all new 30 lb. , le It undeMayment a s applicable to ibis pnoject V Insi all Cie ni ainTeed Diamond Cleck super higt p eirla nmance undenlaym(nt as apf liea ble to ibis pra je a 1 V Apply rood cemen-1 and mernbnane al all hoof peneiriailons (certain wanra reties niay nol apply) Insiall Cie nlainTeed WiniorCluand high perfonrna r as undenlaymeni at all noon penelnalic ns Insi all Three lab slaiiien shingles as applicable I this pnoject (certain waiiraniles may nol apply) ImiIall ClerlainTeed Swillil Stain high penfa nmance sianien shingles as applicable io this pnojecl In si all sta n cland drip edge around perim a ter o f nag f a s appliaabbi to i l is pi oje■t (ceriain war i and ie:i rr ay ti orl apply) lasiall heav)l gla uge I igh penfoumance drip edge ana tin d penimela n oil rc (A as a l plica ble la it is project Install slandaiid valley melat in valleys as applicable to this pnoject (centair miarrianil ies may not apll ly) Install ClenlainTe a d Wini euGluard high penfonmance un de rilayni eni in valleya as applicable to This pnoject ./ Ins to ll n ev i rood vent ilal ion to i ieplace exis ling (a a nil ain wanrai n lies may roof apply) In ata Il Caei ilainTee d l igll perifa nmance aidgle dent as i p plia a I le to i his pre ja at Ina to tl aertainTeed si a n c la rid It nee lab si arl er at in glee (ceirl a ini warriani les may nol apply) lm li II r ami Cllei iii ainTeed Landmark Pi o shingles: Colon: Coble less a r e Gray Insi all s,11 a ri c I a rid 1F1 ipARidge accessories as applicable 'I o this 11 nojecl (cci rill ain wanra nl les may nol apply) Insiall new Cie nil ainTeed H ip /Ridge accessories as applicable i o 11 is p riojeci C Ile a r i p a n d haul ;i %A ay all mat eria Is and debris ilroni noon work %d Lilelifna atinglle coveracle born nizirulaelunen Is a ri - pnojia 1 e d a oiiena ge 50 yeaiis 1riorn manuilactunen Maieria is and laban 50 yeaus -Iriom manwlaclwier Tea ri-of' l 50 yea i s horn manufaci ura n plisposal 50 ylears from manutaaiuner Woil,narstip 95yeans1uommantilacluree V Rige3af8 FHIPI Retail I nice $14,4 50 W I ales a le Club Discount $146 lbtal C antract price jincluding all discourits) $241404 ©e posh 0.00 Balance Duo $124,� 04 Balance Fonn of Paymeni Clash Pinanr_a 4taf wripant IN all(( 1 a t1 a c winer, el fir ancing is k e it g a k lair ad by Ov in a r: a) Da net s ign this Contitacl or any -financing doci time n t in bla r N . You are enl i l le d i a a copy of 1I a aonl m at ai i r a time ya ti s ign b) The -linancia I clog t me n Is prc vided I y a lends r1 i o i r is home ins piwo me nt con tract may cneai e a lie n on yatlr poopert}I. c) Be sune yot understand a 11 q ror 4,, ions of 1 he Ca ri tciact and 11inanch I da a t rri ( W s be -lore )lou sign. ttll icr ailanarii i � This Cloniraai and it a aaccrnpan)linSl wonksl esi coniain -Ihe anihie agraarueni belwieen'I1 a pantias. By signing this Cloniract, Owner agrees and ackncvuledges iI at ii has deceived lha accomptrillintl wuonksheei. This Clio nTiiaat rn a y not be 41 i nged orally but only by a Clhange Orider on o'l l a r1 wniit e n a m endment signed Ill I of h panties. The waiver by any pal Ity oll a brt a ar of any provisions oil i his Conlre c t :i I a ll n of opera Te or be consi rued as a wra fiver of a r y wriiien amendnieni oii waiver) o-1 a rill subsequent biieach by any pansy. llou The buyer may cancel •II is Conl ra c i ai any lima psiontonildnigh-I an Theihincl business claya-heirlhedale vitf is Clon-lnaci. In witness whereof, the paiities I e rlefo r a ve i1a ad, undens•la nd and a tIcee to I oih sides oil it is Contract. Se me a explicado el cons naio en su l ota liclal d y eni iendo to da i le s condiciones de esl e e ontnail c . Boi h I ant ies exec We T I is Conl ra a I and i he io wner(s) agre a io pay the balance du( undo n this Cla ni na at under seal as of it o ch y and yean fins) above wiT ten: 74-s� 4lauslia 4 unn in gl a m / 1175197 O.l': IC /2020 [ ate 71aar Harth cl contractor Ropiwieutatiiif t abi nal May 1, 207fl X in. Tom Bunnott 111orida Horne Impr(vai tr ant 1044 SWI42" Sucet Fort 11audeadale, Fill) 33112 Re: 1510 MHT21GHR RUI, FOFIT PIHRCHI, FL :14941-9844 [107311671 ST1HUCTIURAIL HHVIE" OF FAHIAIN(IDII NAIJL.IN(I HHQUIHMEINTI Doan Mr. Burnett: Pursuant to Ilauu iiequest we I ava iu:viawed tl a enhanced nailing naquinad tou the flat naaf mambrane installatian at the nelironaed I omo. Ot r finding i sue as fie flows. Wind Design Cluitairia: 14=1 70 n,ph (1 sacand gust), Exposune (1, Risk Categcin'l 2. Fiiom tt e IIIIa iida Building Cade, RIA II 121: P,Idl :`17.8 ps1, Pl,d2:1I.7 Hsi, P"J :1108.1 pall Using NO A 20-1 ; 1,01 ClaruinTlii ad Clorporation the maatimunn nressu:ue ui;inj El is 40 pail. 11ho tale sl eet is installed P sin c#intin along tha 4" widai side lap and than 3 additional naw.,i ;iitaggared, 8" or +iientored. 11ha tribuuiry anmialles:lastsnen isi 8:111=811 squana inotes. The field nailing (zcre 1) is aoceptabla ,iiirca 4: 8<60. Is axt ahacl none 2: f10,171.7 '' V o/c=11.67" spacing. Use a :ipaoinq o:16" on rentc!i for m na r ext ahacl aona 3: f10/1 Q 8 " 8" a/o - 1.44" sll awing. Use a ,npaaing c f 4" on cents ii fk n zone 1. Thane are (2) flat rao:l areas, (All) 19'x W, (A 11) 3:1'11 15'. Tho encl zone distance is 101ALl CIIBII ]VUL2, ar 40% Mcan roof teight, wt iel ever is smaller, but rot lass• tl an 1 Net — ,IX ou 6.1' oii 6A' tl us 41.5' gaueuns. 11ha (All) will Iave a 5' uncle by'11' long zone 1 at tte 4iornena. Zona I will bpi tle nemaiuirig 5' wide raolpaninieten. Zone 1 will t o tl a nerrnaining aevu i anaa olthe rauf. The (Al2) viiill I ava a 5' viide b,l 9' lorig nano 1 at the vc vens. Zone 2 will be d a nemaining 5' wicla rood poninnetar. Zone I will t e tl a ni maining centani are a of tl a roof. We holly to at you find tl is in,lonmaticn I elpllonl and at ould }lou I a, a any questions pleas@ flacl fhiae to call on us Moslcutlhilly submittold } SS;ytW tfl.'rtltlrrr : 9pea•ialt`l Erginaering (lansultairts, Ikn¢. — f,Ia`.• `��^j;�" �`j� •} 1 'l i� i i Q A G �ryt D. Adam LaBIanC, I E Vise Paasident f Eoisiltn 'as C3 ... C�;l .. '0 .� Matthew Baranas '�,,� c t5';., � I�C�t�.�Project Erginaen State o1 Fla ricla: Aagistenad Pnoiles:iional Enginear: 11fl011012 (leutificate a fi Alud onization: 11(OU 17 1399 � W I0`" Ahienui, Suitor 20 - Boynton Bead , FL 31,116 - Clflfllce: Id1-711-344U - Fax: 'V 1-7_11-5541 Hk it Rocif 21onas. _ 12 . _ T�Et 2 fitrr((�((Uttitt 1599 SW 30Alvanuai,Suila24 - BoilnLon Baach,FL''426 - ❑ffica: 1-71`_II2-S4<I0 - Fay:561-752-51142 CILIONT II\ FIIIOFIIIMA1110N PROJE1017 11 FORMATION SPECIALTY ENOINNEAINII Cal 91ILTAPIT1, Im FLORIDA HOME IMPR411EMINT TYPICAL ILAT HOOF 1599 >tw 31tn avl. ILIIN 29 3044 9W 47nd CTH BET IASI SIIHEf UNI EIRLRIM€INI LA19 1110IN N NEACII, FL 334126 Fa B T LAUD01F DAL 1, Fl 3J311 AP II) NA II /TINC)I H PLA4 HMEP IT CA. NW 9 a —Q 111.01 FADE C 0921 �0 - ALz4r BENII () F1._ ;��as2n :1161 - 3!2 - 54441 lMdE !61 - 11III2 - 5P'12 NO a_ fi LJ 0 all al f OOF UNOIRLAWANY PER P19A. 6" E NDLAI 1-1 0 0 �8„� o 0 o o o o 0 0 0 0 0 0 o 0 0 0 0 0 ac a I 0 0 0 a o 0 0 a Ej O CJ O O O O a I Ii € i Q O D 0 O c O a O O O O q O a 8" MAX. HUT THHEI MIDDLE ROWS JWIERID Al 8" KIN 8„ MAY HE LE9S IASIC a WIRIt IOAI. �lf,�yl4,rsa�ruEa44j4>. *8" JONI 1 �`� ,DAM �1. No. 7-ild 11 ��fflfll E[lllffttl' SHEUJAHTY HNG111N EER N G CONSUETAINTS, Ilne. HAIDE - EIROWAIRD - HAILM BEACH Mr. Tom Buni c tt Flotiida Ha rriv Inipiovameut 30,I,I SW 42"d .II traet Font Lauidai rc I a Ic , FL 311112 Ae: 3510 MH77JCIFIR RUI, FO1dll'llll PIERC E, FTJ 349,17-984,1 [1079]671 ,I TAUCITURAIL RHVIHW CIF ON H Ali CE111 l NAIIU NG ]R EQ11iA11 E114 Tl Daati Mu. Burnett: Putiauarit to Noun regtest vote I ava ueviawad the utiharicad nailing rKiquimd :loci ti c flat raormarrbra ne installatian at tle �iekre nacd I ome. (luu findings aae a:r fla Ilovts. 'Hind Llesiga Criteria: N=170 rnpi (] ;itac rd Mt st), E3tposuut ❑, Risk Categaril 2. From tl a Illorida Building Clocle,1U S 121: P,+dl :4:1 J psif, P,3d2:71.7 PSI, P,,d1:108.4 PSI Using NOA ' 0-1:,1.Ol CertainTecd Corporation tle rnaatimum prersune usinll E1 isi 40 psill. The bast sl eet is installed I" on center a long the I" wide sida lap aacl than 3 additional riuuis stagpned, 8- an cantered. The tributary aura lieu fasteucti A &111=K sqt ane incl ej. The field nailing (zone 1) is acaelltabla tinca 4!A<60. N cxt check none 2: (ioni.7 v a/a = (1.67" spziring. Uiie a sparing aI C' an a•eatau roll zone 7. Next shack node 1, (10/103 * V o/a=,I.44" slianiing. Use a :iipaairig a 114" an tenter fall zone 1. Tharei anc (2) flat raofart at, (A 1) 19'x Ifl', (A3) J5'x 1`_II'. The eiicl zone distance is lfl%L1 CIA 10%1-2, e n 41il% Mean noel) I eigl t, wl icl ever is irm llcr, bt t not lass than 3 hiet — 4.`II' or 6.3' oai 6.0' thus 4.9' governs. Tht (All) will have a 5' wide by '1' iouif )tote ? at ti a -ranneur. Zane 1 will bt ti a rema iniv8 !' wida raol peuimauir. Zone I will I e ti a ueni2ining aiantair araia oil ti a rooll. The (AI2) will I ava a 5' wide by J11' long zone 3 at ti c rc rrieut. Zane 3 will ba ti a uentaininf 51' wide rao l perintettr. Zone I will I e 0 a uemaining tenter auea oil ti a vooil. Vide f opai that you find ti is in larmatian l alp:lul and sNtiId 1lou have au`l qua;rtians plaaae feel liti c to call on us. Rlespectfullll submitted )pea•ialtyEnginaeuinl❑ausultavts,Irc. `.+''` s� i�: ` o. 770'- _ I�-00 Ii0Z0 13-1IFf1F CIF 11. Aldano LeBlanc, PE 'Ui,re Puesida Ilesigtt Matthew Barnes P•' �.. 'y'(}�� OR1`� nt oil Project Engineer IItatoo.IFlonida: RcBittened Pnofes;tianal Enginaetr #0 7013 Cartillraata oil Aluthaniaatia n: (9211 1199 SW 34`h Aiienue, Suite 3a - Be Wean Beaah, FL 1342f1 - Girtce: 5111452-'1440 - Fax: 'llltll-752-11'_I42 SHEUJAIlITIY ENGDEHRIN G CONSUBTAInTs, Ilnc UAIDE - HROWA RID - HAILM SEAICIH Flat Rucif 21onlas STATE OF AL ��EifIFf EE111 SiSSi; 1999 SW130`h Alvainua, Suit4 A - Boynton Be icl , FL 31-1�6 - OililRae: 961-7E-5144U - lair `.1161-TIC-9541 CLIENT INFIOFIMA11ION NLOROA HOMI IMPR4VEHON] 3d 44 SW d a nd SIREET NOR] LAUDARDA LB, FL ]-I311 d o 'k ON OI w FI ROACIT IN ICIRMA111HON TY11D I. RLAT ROOII II ASN SE I9ET UI 1119RLA! IMEI 1 LAfII z )I P D I IA II /111INCA F PLA4 HMENT (NdA 9(-01;II1.01) !I" ANDLAA O O m SAICI,ILTY INOINIEFOW WIEU1IANT1I, lac i.M SW 30Eh AVE. 'I UR N2S1 BOYN IEACFI, FL 3'426 BCC - 1109 ARE - I AI AEI IEA011 Ft. CI, IlaO(21A 561 - 772 - 5444 (I FF14E A -712--rN2 FAI ROOM UNI FIRLAYMENI9 PHR NOA. e„1 O O O O a O O O O O o a O O O O O O O '�C a I O O O a O O o o I r� O O O O O O O O O O O a O O O O c O a I 1 8" MAX. BUT TF REM MOB LE ROWS S A11ORNL Al d" MIN MAY BE LIFS IIASEE fl N WINE I OAR . *S'i ti,1i11333riaaafaa AIONE 1 4" a0N111 3 �K, ^ �o. 77012 "al: i!!lfi S411i1t'•'� Mr. To rn Bunnli tt Fla rida 11 on c Imgna dement 1044 S W 42"'I Stient Fart Laucleadale, FL 13313 RI: 3J10 ME1211 BIR Hill, FORT HIEHCH, FL 34I947-51144 (A 751101 S'ARUCTURAII HEu1R]V{I OF f NHIAHNI UHD 1 A 1111HUV G REQUI41 MHN'II Lea:i Mn. Bwmett: Itirstiant to your raquaat we hime. ravieumd the enl aaaecl nailing negluiiied fon the flat noafl memtnanc installation at t1 a nc femi nced home. Our Ilnclings art ais callous. Wind Ilaaign Clritenia: V=170 n Olr (1 second gust), Eatgosure Cl, Hi:iil' Category 1. From ti a Fla rids Building Clods, V A9 128: Pd,dl :42.8 paf, P,,d2:7.1.7 pef, Pa d3: C8.0 llsl Using No A 1 `)-1 = l O I (It rtain3laad Conponatia n ti c niz xini ai m pile ssura using Hl is -tlt pat. Del aae shaei A installed 8" ou as aten along tie 4" miicle sidaii lap and tteu 3 additional roves st.iIgfinod, 1" oil centered. Tt a tnil utarll anea par fla a na r is 8x11=88 squam inches. 7te fllald uailingl (aona 1) is acceptable sitice .-l?.1f,00. Next a•lec•k aona 2: 64/11.1 8" o/e = 6AT'spacingl. Uae a sgaairtg oitl" cite center tell aoue 1. Next 4-1ec k ;Lana 3: 64/108 " 8" o/a = 4A4" spacitill. Use a spacing of I" on canton flan zone 3. Ttenc are (I) f at roo0areas, (Al I) IC'x I#I', (Al2) IT?I 11'. The and aona di:•[an cc is II %LI CIR 1917.6U, on 49% Mean uooll height, wI ichauen it rmaller, but not less tl- all 3 feat — 4.-'1' or (1.2' or (1.0' thus 4.5' 1lovarn9. 1111hu (PII) wi11 have a 11' wide t )I 5' Ion] aona 3 at the comm ciis- Zore 2 will be the nomaiininll 111' wide lion panimeten. Zone I will be the rc ma it inj canter anea of the wolf. Th€i (P12) will have a 9' wida I y 5' lou11 aona 3 at tl a caimans. Zone 2 will be tl a remaining 11' widEi root lanimeter. Zonc 1 will be the nema inirill ce r tFii r a i iea o I the nool We I up+i that )Iou lNnd this inforimatia ri hallift I and should alau haiie anal qutistions pleaaa heal Irea to call on us P espeat.lull] l slit mitts d Specialty Engitcc ling Clotisultants, Ina. r _ il. Aclan LaBlano, PE 4*4mi Barnass- N icc President of Heaign } qj£E ct Ell i t eh State ail Flouida: Registaned El to Ile asiain al Etill ins ar: #10077012 Centifiaatao:l/luthotiimition: 11009211 1511q SW 0`t Alvanua, Suite 24 - BoiInton Beach, FL : -1426 - (I Ifice: 561-1l'I2-5.11 0 - Fa)t: 561-1512-51l l SPIICl: IAILI Y E?I CIIINHEPING Clan SUIIIT AN 1S, Inc. DAL D - BACIWARD - BAUM ]REACH Flal Rllaof Amin 5 55 4i541 Ott$ 1tIf/E •�r��fFtlllll115y4:.�,• 1399 SW 10"' Avanua, Suite 20 - Boynton Be,ch, FL 31426 - Cllllre: 561-192-544 - Haas: 361-132-5543 CLIENT INF10RN ATIICIN M R IDA NOMH IMNI F OVBIMEN 11044 SW Qnd S1RIE1 RI0RI LAUR HRDA LH, IL :13:1112 d w rn m 01 H110ACT INFICIRMAICIN TI R ICA L HLAI ROQ H BATH 9FIRET IIPTEHUYMIPIT U RS AND PIAII/'IIIIN(AP HLACEIIINNT (MOA : 0-0131.41) 9 FE ALT1 8IIa1Na1AIN(l a OPILIL11NT9, Inc 1191 S4 3GIh AVE. 91117A I2( BUN1(I REI,IF, F1 .13426 [7A1E - BRAVAID -• RALM MICH FII CA JII1I139217 9!1 - 792 - 5441 fFRE 541 - 792 - 5542 FA) ROQH U11013RLA)IMEIIS HER NOA . O 11 11 0 O O 0 O O 0 O 0 a O O O O 0 O II N O O 0 d 0 a tl a I MI tl O O 0 O 0 3 O O O 0 O O E 0 0 O C O O 3 8" MAX_ 8U1 1FIRIH M10DI II ROW9 S MERU Al 8" MIDI FI" MAl1 BR L1119S 9A9HD ON WIND I OAU . ;iirurrrrrrfrr�� *8 " 21ONN 1 �i - .0A11v Q' ZON111 2 {•� CII t! 1I' 210NIIII 3 VOil � s ± CAI F Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name Job Address ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles Are there ❑ Prescriptive BUR-RAS 150 Gas Vent Stacks? Yes ❑ No ❑ ROOF TYPE Type: Natural❑ LPGX❑ ❑ New Roof ❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identlfv dimensions of elevated pressure zones and location of parapets. _ _ _ - _ _ _ -t_ _t- �__l_ _ _ _I_ ----------------- �_ - -_ - - - - - J _ 1 - - LE- 1 - Tit__ - �- - - �---- - --- - - _ I-�_ . - -_ �J� - _ -,_ _ --1_ -i---- _-- - -_ - - -1 4- t _. J- - -� �-1- ----------------- _1 -L _ - -'- Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (if a component Is not used, Identify as'NA') System AAarwlak:turer: Field: oc @ Lap, # Rows _ @ —' oc NOA No.: Perimeter. —' oc Q Lap, # Rows _ oc Design Wind Pressures, From RAS 128 or Calculations: Comer: oc @ Lap, # Rows _' oc Number of Fasteners Per Insulation Pmax1: Pma>d: Pmax3: Board Max. Design Pressure, From the Specft NOA System: Field Perimeter Comer Gauge(rhickness: Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheets) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Festener/Bonding Material: Top Ply. Top Ply Fastener/ Bonding Material: Surfacing: Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 123 01-48 12/09 PAGE 3 Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure From the NOA Specific System): — Method of the attachment: Steep Sloped Roof System Description Deck Type: Underlaym--` Roof Slope: : 12 Ridge Ventilation? Mean Roof Height: Type & Spacing: iesive Type ype Cap Sheet: oof Covering: Type & Size Drip Edge: 3/20/2019 CERTAINTEED CORP, TFWZ.R684 - UL Product Spec http://productspec.ul.com/document.php?id=TFWZ.R684 1 /3 3/20/2019 CERTAINTEED CORP, TFWZ.R684 - UL Product Spec http://productspec.ul.com/document.php?id=TFWZ.R684 2/3 3/20/2019 CERTAINTEED CORP, TFWZ.R684 - UL Product Spec http://productspec.u1.com/document.php?id=TFWZ.R684 3/3 M IAM I•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CertainTeed Corporation 20 Moores Road Malvern, PA 19355 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Landmark, Landmark Pro, Landmark Pro/Archetect 80, Landmark Premium, Landmark Impact Resistant, Landmark Solaris, Landmark Pro Solaris and Landmark Solaris Gold/Platinum LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA # 17-1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino �•- NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Asphalt Shingles Materials Dimensional Deck Type: Wood SCOPE This acceptance is for CertainTeed Landmark, Landmark Pro, Landmark Pro/Architect 80, Landmark Premium, Landmark Impact Resistant, Landmark Solaris, Landmark Pro Solaris and Landmark Solaris Gold/Platinum Shingles as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION: Product Test Dimensions Snecifications Product Descrintion Certainteed Landmark Manufacturing Locations #1, 2, 3, 4, 5, 6, 7, 8, 9, 13 %4" x 38 3/4" TAS 110 A heavy weight, dimensional 10 asphalt shingle. Certainteed Landmark Pro A heavy weight, dimensional Manufacturing Locations #1, 3, 4, 5, 6, 9, 10 131/4" x 38 3/4" TAS 110 asphalt shingle. Certainteed Landmark Premium A heavy weight, dimensional Manufacturing Locations #1, 3, 4, 5, 6, 8, 9 131/4" x 38 3/4" TAS 110 asphalt shingle. Certainteed Landmark Impact Resistant A heavy weight, dimensional Manufacturing Locations #7 131/4" x 38 3/4" TAS 110 asphalt shingle. Certainteed Landmark Pro/Architect 80 A heavy weight, dimensional Manufacturing Locations #8 131/4" x 38 3/4" TAS 110 asphalt shingle. Certainteed Landmark Solaris A heavy weight, dimensional Manufacturing Locations #8, 9 131/4" x 38 3/4" TAS 110 asphalt shingle. CertainTeed Landmark Pro Solaris A heavy weight, dimensional Manufacturing Location #9 131/4" x 38 3/4" TAS 110 asphalt shingle Certainteed Landmark Solaris Gold/Platinum A heavy weight, dimensional Manufacturing Locations # 8 131/4" x 38 3/4" TAS 110 asphalt shingle. Accessory Shingles Accessory shingles for hip, ridge various proprietary and starter strip applications. MANUFACTURING LOCATIONS: 1. Peachtree City, GA 2. Ennis, TX 3. Oxford, NC 4. Shakopee, MN NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 2 of 7 5. Avery (Milan), OH 6. Norwood, MA 7. Shreveport, LA 8. Portland, OR 9. Wilmington, CA 10. Jonesburg, MO EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. PCTC-01-02-01 TAS 100 01/12/01 CTC-006-02-01 TAS 100 11/12/02 CTC-092-02-01 TAS 100 02/23/12 CTC-091-02-01 TAS 100 02/21/12 CTC-090-02-01 TAS 100 09/02/11 CTC-087-02-01 TAS 100 07/07/11 CTC-086-02-01 TAS 100 07/07/11 CTC-101-02-01 TAS 100 10/05/11 CTC-102-02-01 TAS 100 10/05/11 CTC-109-02-01 TAS 100 01/18/12 CTC-106-02-01 TAS 100 11/02/11 CTC-105-02-01 TAS 100 10/31/11 CTC-089-02-01 TAS 100 07/18/11 CTC-088-02-01 TAS 100 07/18/11 CTC-213-02-01 TAS 100 05/20/14 CTC-212-02-01 TAS 100 05/21/14 CTC-207-02-01 TAS 100 05/20/14 CTC-206-02-01 TAS 100 05/20/14 CTC-110-02-01 TAS 100 02/13/12 CTC-109-02-01 TAS 100 02/13/12 CTC-288-02-01 TAS 100 09/27/16 CTC-333-02-01 TAS 100 11/08/17 Underwriters Laboratories, Inc. 94NK9632 Wind uplift resistance TAS 107 11/30/00 R684 UL 790 04/02/01 02NK42448 Wind uplift resistance TAS 107 11/08/02 09CA28873 Letter 07/23/09 11CA59020 TAS 107/ ASTM D3161 01/25/12 1INK07864 TAS 107/ ASTM D3161 09/29/11 07CA26696 TAS 107/ ASTM D3161 09/21/07 I ICA38844 TAS 107/ ASTM D3161 01/28/12 I ICA38844 TAS 107/ ASTM D3161 01/27/12 06CA28237 TAS 107/ ASTM D3161 09/22/06 IONK17366 TAS 107/ ASTM D3161 01/04/11 4786334383 TAS 107/ ASTM D3161 05/28/14 4786307351 TAS 107/ ASTM D3161/ASTM D 3462 05/13/14 NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 3 of 7 11NK08333 ASTM D3462 05/15/12 11NK08333 ASTM D3462 04/15/12 11NK07864 ASTM D3462 09/29/11 11NK08333/Letter ASTM D3462 / UL790 11/05/12 11NK08333/Letter ASTM D3462 / UL790 11/05/12 11NK08333/Letter ASTM D3462 / UL790 11/05/12 12NK13474 ASTM D3462 / UL790 05/27/13 4786325932 ASTM D3462 / UL790 04/04/14 4787011023 ASTM D 3462 08/01/15 11CA38844 TAS 107/ ASTM D3161 01/26/12 06CA02648 TAS 107/ ASTM D3161 02/23/06 4787084802 TAS 107/ ASTM D3161 03/14/16 4787852839 ASTM D3462 03/24/17 4787011023 ASTM D3462 08/01/15 4788368979 ASTM D3462 10/30/18 4787592174 ASTM D3462 10/21/16 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. INSTALLATION: 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail 'A', attached. 5. Nailing shall be in compliance with Detail 'B', attached. NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 4 of 7 LABELING: 1. Shingles shall be labeled with the Miami -Dade Product Control approved seal as seen below or the wording "Miami -Dade County Product Control Approved". BUILDING PERMIT REQUIREMENTS: 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 5 of 7 SHINGLE LAYOUT Eaves LANDMARK, LANDMARK PRO, LANDMARK PRO/ARCHITECT 80, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND LANDMARK SOLARIS GOLD/PLATINUM NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 6 of 7 6f YIDE NAILING AREA 12" 1'" F Exposure DETAIL B Nailing area far "IDw & standard slopes (from 2:12 to 21:12) Nail between uppers lGwernall lines. 14 3J4" 12" fir LANDMARK, LANDMARK PRO, LANDMARK PRO/ARCHETECT 80,LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND LANDMARK SOLARIS GOLD/PLATINUM 12" 5 5/8" Exposure (LOW AND STANDARD SLOPE Nailing area for "steep" slopes (greater than 21:12) Nail between bottom 2 nail lines. -I— 14 3/4" No i -0 12" 13 1/4" 1" 6 1/8" LANDMARK, LANDMARK PRO, LANDMARK PRO/ARCHETECT 80, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND LANDMARK SOLARIS GOLD/PLATINUM (STEEP SLOPE END OF THIS ACCEPTANCE NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 7 of 7 1'4lAWl �„..� MIAMI-DARE COUNTY rmi lIIL PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 r T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economv CertainTeed Corporation 1400 Union Meeting Road Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. F 1 DESCRIPTION: CertainTeed Shangle Ridge, Shadow Ridge, Hatteras Accessory, Presidential Accessory, and E Cedar Crest Hip and Ridge Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA# 12-061 l .02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0824.05 NMI•r7 MIAAD; COUNTY Expiration Date: 11/15/221/15/22 Approval Date: 11/16/17 j Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category Sub -Category Materials Deck Type: SCOPE Roofing Asphalt Shingles Laminated Wood This approves CertainTeed Shangle Ridge, Shadow Ridge, Hatteras Accessory, Presidential Accessory and Cedar Crest Hip and Ridge Shingles as manufactured by CertainTeed Corporation (PA) and described in Section 2 of this Notice of Acceptance. E PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications i Shangle Ridge 12" x 18" TAS 110 A pre -assembled, double layer hip and Manufacturing Location(s) # 1 ridge fiberglass reinforced asphalt shingle with an 8" exposure. Shadow Ridge 12" x 12" TAS 110 A pre -assembled hip and ridge fiberglass Manufacturing Location(s) # 1, 2, 3,4 reinforced asphalt shingle with an 5" exposure. Hatteras Accessory 12" x 18" TAS 110 A pre -assembled hip and ridge fiberglass Manufacturing Location(s) # 1 reinforced asphalt shingle with an 8" exposure. Presidential Accessory 12" x 12" TAS 110 A pre -assembled hip and ridge fiberglass Manufacturing Location(s) # 2 reinforced asphalt shingle with an 5" exposure. Cedar Crest 12" x 12" TAS 110 A pre -assembled hip and ridge fiberglass Manufacturing Location(s) # 1 reinforced asphalt shingle with an 8" k exposure. PRODUCTS MANUFACTURED BY OTHERS Product Product Description Size Manufacturer Any approved sealant with a current Miami Sealant various Any approved manufacturer Dade NOA (with a current Miami Dade NOA) Any approved adhesive with a current Miami Dade NOA ASTM C920, Type S, various Any approved manufacturer Grade NS, min Class 25 (with a current Miami Dade NOA) NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 2 of 9 MANUFACTURING LOCATION 1. Oxford, NC. 2. Shakopee, MN. 3. Avery, OH 4. Norwood, MA. I EVIDENCE SUBMITTED Test Agency Test Identifier It Test Name/Report Date PRI Asphalt Technologies, Inc. CTC-028-02-01 ASTM D 6381 08/06/07 CTC-021-02-01 TAS 100(A) 05/16/06 CTC-029-02-01 TAS 100(A) 08/06/07 CTC-030-02-01 TAS 100(A) 08/06/07 j CTC-020-02-01 TAS 100(A) 05/16/06 CTC-072-02-01 TAS 100(A) 02/10/11 CTC-334-02-01 TAS 107 08/29/17 CTC-330-02-01 TAS 107 08/27/17 CTC-310-02-01 TAS 100(A) 05/31/17 CTC-311-02-01 TAS 100(A) 05/31/17 CTC-312-02-01 TAS 100(A) 05/31/17 j CTC-315-02-01 TAS 100(A) 06/19/17 j CTC-314-02-01 TAS 100(A) 06/19/17 Underwriters Laboratories, Inc. 07CA30825 ASTM D 3161 08/06/07 R684 ASTM D 3462 08/04/04 I R684 ASTM D 3462 08/05/04 IOCA44960 ASTM D 3462 11/11/10 j IOCA44960 ASTM D 3161 11/11/10 4787855169 ASTM D 3161/3462 07/27/17 4787855164 ASTM D 3161/3462 06/27/17 4787867612 ASTM D 3161/3462 07/26/17 4787855162 ASTM D 3161/3462 06/26/17 4787855167 ASTM D 3161/3462 06/30/17 1 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. INSTALLATION 1. Ridge Cap Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Layout Details herein NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 3 of 9 e LABELING 1. Ridge Cap Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County Product Control Approved". CMIAMI-MADECRONTY BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 Thi`s Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. E LAYOUT DETAILS 1" zz�� Fasten the left side rt Rsy SHANGLE RIDGE pure Reme trofn the rigN side • and tstan SECOND RIGHT NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 4 of 9 11 2 I�I I MIAIMI-DARE COUNTY ...• I SHADOW RIDGE HATTERAS ACCESSORY NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 5 of 9 PRESIDENTIAL ACCESSORY CEDAR CREST Sealed! sea Plem NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 6 of 9 1/4" wide bead of adheslve, 7" long, 3/4"-1" from side edge of cap shingle NAILING DETAILS SHANGLE RIDGE 12° (305 mm 1 (25 mmj ` (26 mm) 18" • (457 mm) M (219 fnm) Failing pattern all applications - two nails per shingle. SHADOW RIDGE 1/4 wrfde bead of adhegi�re, 3n-3112® long, � (306 mm)-"1 3/4"4" from side adge of cap ;rhingle J: 1" (25 mm) ... (2S mm) 12- N � 3{�5 mm (143 f Nailing pattern all applications - two nails per shingle. MLAMI-DADE CCUFITY s NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 7 of 9 I HATTERAS ACCESSORY 12" IM" wide knead of adhesive, Y tong, 3/44'-1 " from side edge of cap shingle 6 25 MM) 18" 9 Sir mm) (286 mrn) Nailing pattern all applications - two mails per shingle, ( PRESIDENTIAL ACCESSORY 1/4" wide bead all' adhesive, 3"-3112" long, 12, rr 3/4"11" from sine edge of Gap shingle �805 1� 1" (25 mmj (2 mmj 1211 a 5/8' �305 mrn) (1431 Mm) Nailing pattern all applicatlons - two rims per shingle. MIAMI•DAD; COUNTY FROM NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 8 of 9 CEDAR CREST 1/4'' wide bead of adhesive, 4" long, 3/4"-1" from side edge of cap shingle .fir-z., �;•; :. ,Overiay � ;,.,.: .., ...`0'. l" (25 mm) 12" 8 5/8" (305 mm) (219 nun) 12" I (305 mm) Nailing pattern all applications - two nails per shingle. END OF THIS ACCEPTANCE NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 9 of 9 M - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA CertainTeed Corporation 20 Moores Road Malvern, PA 19355 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Ridge Vent 12" Filtered and 9" Filtered LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA# 15-0831.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0213.07 Expiration Date: 06/14/22 Approval Date: 05/11/17 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Materials: Plastic Maximum Design Pressure: N/A Fire Classification: N/A TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description CertainTeed Ridge Vent See detail drawing TAS 100 High density polypropylene low profile attic ridge vent 12" Filtered herein for installation in shingle roof systems. CertainTeed Ridge Vent See detail drawing TAS 100 High density polypropylene low profile attic ridge vent 9" Filtered herein for installation in shingle roof systems MANUFACTURING LOCATION 1. Orrick, MO EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Architectural Testing, Inc. TAS 100A(95) 6457.01-109-18 08/08/06 TAS 100A(95) 65453.01-109-18 08/08/06 PRI Construction Materials Technologies ASTM G 155 AVIG-006-02-01 10/18/11 ASTM G 1929 AVIG-005-02-01 10/18/11 ASTM D 635 AVIG-005-02-01 10/18/11 ASTM D 2843 AVIG-005-02-01 10/18/11 NOA No.: 17-0213.07 Expiration Date: 06/14/22 Approval Date: 05/11/17 Page 2 of 4 APPROVED APPLICATIONS: Tradename: CertainTeed Ridge Vent 12" Filtered, and CertainTeed Ridge Vent 9" Filtered System Type: Mechanical attachment of static vent over asphalt shingle roof systems only. Slot: Cut a minimum 1'/Z" slot along the apex of the roof by cutting 3/4" on each side of the ridge. The slot shall terminate approximately 6" from the rake edge. Installation: Place ridge vent section centered over the void at one end of the ridge. Plugged end should be flush with end wall of ventilated space under roof. Pre -fasten first section using roofing nails through pre -drilled nail bosses. Continue to pre -fasten remaining sections, making sure support walls are flat on roof and filter is secure between shingles and vent. Cut final section to length. Ridge Shingle: Nail cap shingles in place using roofing nails long enough to penetrate through the roof sheathing a minimum of 3/16 of an inch. Use nail lines provided on vent. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 LIMITATIONS: 1. Refer to applicable Building Codes for required ventilation. 2. This acceptance is for installations over asphalt shingle roof systems only. 3. CertainTeed Ridge Vent 12" Filtered, and CertainTeed Ridge Vent 9" Filtered Ridge Vents shall not be installed on roof mean heights greater than 33 feet. 4. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 5. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. NOA No.: 17-0213.07 Expiration Date: 06/14/22 Approval Date: 05/11/17 Page 3 of 4 DETAIL DRAWINGS b.= 13.8 CERTAINTEED RIDGE VENT - 1211 FILTERED CERTAINTEED RIDGE VENT - 9" FILTERED END OF THIS ACCEPTANCE NOA No.: 17-0213.07 Expiration Date: 06/14/22 Approval Date: 05/11/17 Page 4 of 4 MIAMI•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/eeonomv CertainTeed Corporation 20 Moores Road Malvern, PA 19355 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Underlayment Systems LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises and renews NOA# 17-0306.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino Im NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description WinterGuard HT 36" x 65' ASTM D 1970 Modified fiberglass reinforced, bituminous sheet Manufacturing Location rolls material for use as an underlayment in sloped roof #1 assemblies. Designed as an ice & rain shield. WinterGuard Granular 36" x 65' ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Manufacturing Location rolls bituminous sheet material for use as an #2 underlayment in sloped roof assemblies. Designed as an ice & rain shield. WinterGuard Sand 36" x 32.5' ASTM D 1970 Embedded sand surfaced modified, fiberglass Manufacturing Location rolls reinforced, bituminous sheet material for use as an #2 underlayment in sloped roof assemblies. Designed as an ice & rain shield. Diamond Deck"" 48" x 250' ASTM D 226 Synthetic, scrim reinforced underlayment for use Manufacturing Location rolls Type Il under shake, shingles, slate or metal roofing. #3,4,&6 MetaLaymenem 39 3/s" x 61' ASTM D 1970 A film surfaced, self -adhering underlayment for Manufacturing Location rolls use under metal roofing. #1 Black Diamond"' 39 3/8" x 68' 7" ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Manufacturing Location underlayment in sloped roof assemblies. #2 Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 39 3/s" x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufacturing Location rolls Grade G membrane with non -woven polyester mat #1 Type I reinforcement for torch application. All Weather/Empire Base Sheet Manufacturing Location #1 Flintlastic GMS Manufacturing Location #1 Flintlastic SA Cap Manufacturing Location #1 Roofers' Select Manufacturing Location #5 RoofRunner Manufacturing Location #6 39 3/8" x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. rolls Type Il 393/8" x 32' 10" ASTM D 6164 Granule surfaced SBS Modified Bitumen rolls Grade G membrane with non -woven polyester mat Type I reinforcement for mop application. 39 3/8" x 33' 11" rolls 36" x 144' rolls 48" x 250 rolls MANUFACTURING LOCATION: 1. Little Rock, AR. 2. Shakopee, MN 3. Hangzhou, China 4. Silvassa, India 5. Shreveport, LA 6. Dadra, India TAS 103 Polyester reinforced, self -adhering SBS modified bitumen cap sheet. ASTM D226 An asphalt -impregnated, organic felt reinforced Type I with glass fibers, roofing underlayment. ASTM D226 Synthetic, scrim reinforced underlayment for use Type II under asphalt shingles. NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 3 of 9 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 C32240.03.10 ASTM D4977 03/04/10 C30890.03.10-1 ASTM D1970 03/17/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C40050.09.12-2 ASTM D1970 09/28/12 C45240.01.14-1 ASTM D1970, TAS 110 01/15/14 C32930.01.1 I -R2 ASTM D1623 01/20/14 C45240.01.14-2 TAS 103, TAS 110 01/24/14 SC6465.05.14 ASTM D 226 05/29/14 SC7470.10.14 TAS 114 B 10/21/14 CTR-SC11145.09-3A ASTM D4601 09/19/16 CTR-SC11415.11.16 TAS 103 11/28/16 CTR-SC11505.12.16 ASTM D1623 12/22/16 ACT-SC14110.06.17-1 ASTM D 226 06/29/17 ACT-SC14110.06.17-3 ASTM D 226 06/29/17 PRI Construction Materials CTC-071-02-01 ASTM D6222 08/08/11 Technologies, LLC CTC-093-02-01 ASTM D6164, ASTM D4798 08/09/11 CTC-163-02-01 ASTM D6757, ASTM D226, 05/09/13 ASTM D4869 InterTek Testing Services Ltd. 10103165000Q-002C ASTM D226 08/13/13 101227796COQ-003C ASTM D4798 08/13/13 10103165000Q-005C ASTM D4869 08/13/13 QAI Laboratories RJ3502-1 ASTM E108 09/29/14 Nemo / etc. 4S-CTR-18-003.09.18 ASTM D4798 9/21/18 4S-CTR- 1 8-003.03.09.A ASTM D226/ TAS 110 03/13/19 NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 4 of 9 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to < 4:12) One or more plies of Diamond Deck with a minimum 25" head lap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 72" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) A single layer of RoofRunner shall be applied with printed side up, parallel to the eaves, overlapping each course with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the side lap edge and spaced 15"o.c. vertically and 12"o.c. horizontally in the field of the roll. Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 5 of 9 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) Two plies of Roofers' Select with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the side lap edge and in a grid pattern spaced 12"o.c. in the field of the roll. (2:12 to < 4:12) Two plies of Roofers' Select with a minimum 19" head lap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the side lap edge and in a grid pattern spaced 12"o.c. in the field of the roll. Vertical joints should be offset 72" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with applicable Roofing Application Standards and Building Codes Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular, WinterGuard Sand, MetaLayment or Black Diamond Base Sheet self - adhering membrane adhered to the anchor sheet with a minimum 3" headlap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet must also be strapped. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 6 of 9 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type I1 organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6" end lap. Anchor sheet shall be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet or Flintlastic SA Cap, self -adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: •Flintlastic SA Cap, Flintlastic GTA and Flintlastic GMS may be used with any approved roof tile system mechanically fastened as specified in their current NOA. •Flintlastic SA Cap, Flintlastic GTA and Flintlastic GMS may be used with any approved roof tile system adhered as specified in their current NOA using any foam adhesive listed and having a current tile adhesive NOA approval. Must comply with appropriate Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Codes. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 7 of 9 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, DiamondDeck, MetaLayment or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. CertainTeed underlayment roofing systems utilizing RoofRunner or Roofers' Select shall be acceptable for use in asphaltic shingles. 3. CertainTeed underlayment roofing systems utilizing Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as specified in the surfacing option of the approved assemblies. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. RoofRunner and Roofers' Select shall not be left exposed as a temporary roof for longer than 30 days after application. 8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or Miami -Dade County Product Control for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 10. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 8 of 9 LIMITATIONS: 13. The maximum roof slope for use as roof tile underlayment in direct -to -deck tile assemblies shall be as follows. Use of loading boards or batten strips is required on roof slopes greater than that reported in the Table below to prevent slippage. TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE ASSEMBLIES Underlayment Tile Profile Staging Method Maximum Slope Flintlastic GMS Flat / Lugged Max. 10-tile stack 4:12 Flintlastic GTA Flat / Lugged Max. 10-tile stack 6:12 Flat Max. 6-tile stack (4 over 6:12 Flintlastic SA 2) Lugged gg Max. 6-tile stack (4 over 5:12 Cap 2) END OF THIS ACCEPTANCE NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 9 of 9 3/18/2019 CERTAINTEED CORP, TGFU.R11656 - UL Product Spec http://productspec.uI.com/document.php?id=TGFU.Rl1656 1/40 3/18/2019 CERTAINTEED CORP, TGFU.R11656 - UL Product Spec http://productspec.uI.com/document.php?id=TGFU.Rl1656 2/40 3/18/2019 CERTAINTEED CORP, TGFU.R11656 - UL Product Spec http://productspec.uI.com/document.php?id=TGFU.Rl1656 14/40 3/18/2019 CERTAINTEED CORP, TGFU.R11656 - UL Product Spec http://productspec.uI.com/document.php?id=TGFU.Rl1656 19/40 3/18/2019 CERTAINTEED CORP, TGFU.R11656 - UL Product Spec http://productspec.uI.com/document.php?id=TGFU.Rl1656 27/40 M IAM I•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA CertainTeed LLC 18 Moores Road Malvern, PA 19355 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Flintlastic Self -Adhered Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA #15-0622.21 and consists of pages 1 through 18. The submitted documentation was reviewed by Alex Tigera. NOA No.: 20-0131.01 MIAMId9ADE Cf?ilJExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 1 of 18 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: SBS Deck Type: Wood Maximum Design Pressure -127.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Spec Description Flintlastic SA NailBase 39 3/8" x 66'6' ; Roll ASTM D 4601, Type Fiberglass reinforced, SBS modified weight: 821bs. I1 bitumen base sheet. (2 squares) Flintlastic SA P1yBase 39 3/8" x 66'6'; Roll ASTM D4601, Self -adhering, fiberglass reinforced, SBS weight: 861bs. Type II modified bitumen base/ply sheet. (2 squares) All Weather/Empire Base 39 3/8" x 65' 10"; ASTM D 4601 Type Asphalt coated, fiberglass reinforced base Sheet Roll weight: 70 lbs. I1 sheet. (2 squares) UL Type G2 Yosemite Venting Base 39 3/8" x 32' 10' ; Roll ASTM D 3909 Mineral Surfaced fiberglass reinforced Sheet weight: 85 lbs. ASTM D 4897, Type buffer sheet. (1 square) 11 UL Type G3 Flexiglas Base Sheet 39 3/8" x 98'9'; Roll ASTM D 4601, Type Modified Bitumen coated fiberglass base weight: 90 lbs. 11 sheet. (3 squares) UL Type G2 Flintlastic Poly SMS Base 39 3/s" x 64' 3"; Roll ASTM D 4601, Modified Bitumen coated polyester base Sheet weight: 90 lbs. Grade S, Type 11 sheet. (2 squares) UL Type G2 Glasbase Base Sheet 39 3/8" x 98'9"; Roll ASTM D 4601 Type Asphalt coated, fiberglass base sheet. weight: 75 lbs. 11 (3 squares) UL Type G2 Flintlastic Ultra Poly 39 3/8" x 32' 10"; Roll ASTM D 6164, Smooth surfaced SBS Modified Bitumen SMS Base Sheet weight: 90 lbs. Grade S, Type I Membrane with non -woven polyester mat (1 square) reinforcement for mop applications. Flintlastic SA Mid Ply 39 3/8" x 32' 1"; ASTM D 6163, Self -adhering, polyester reinforced, SBS Roll weight: 62 lbs. Grade S, Type I modified bitumen ply sheet. (1 square) Flintlastic SA Cap FR 39 3/8" x 32' 11' ; Roll ASTM D 6163, Self -adhering, fiberglass reinforced, SBS weight: 88 lbs. Grade G, Type I modified bitumen cap sheet. (1 square) Flintlastic SA Cap 39 3/8" x 32' 11' ; Roll ASTM D 6164, Self -adhering, polyester reinforced, SBS weight: 95 lbs. Grade G, Type I modified bitumen cap sheet. (1 square) NOA No.: 20-0131.01 MIAMId9ADE Cf?ilJExpiration Date: 04/13/25 e a Approval Date: 03/19/20 Page 2 of 18 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Spec Description F1intPrime Asphalt 1, 3 or 5 gal pail ASTM D 41 Asphalt primer F1intPrime SA 1, 3 or 5 gal pail Proprietary Water -based, polymer modified primer. APPROVED INSULATIONS: Product F1intBoard ISO F1intBoard ISOx ACFoam-II ENRGY 3 H-Shield TABLE 2 Product Description Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate insulation Multi -Max FA-3 Polyisocyanurate insulation DensDeck Roof Board Gypsum coverboard DensDeck Prime Roof Board Gypsum coverboard SECUROCK Gypsum -Fiber Roof homogenous fiber reinforced Board APPWYE - Manufacturer (with current NOA) CertainTeed LLC CertainTeed LLC Atlas Roofing Corp. Johns Manville Corp. Hunter Panels, a div. of Carlisle Const. Materials Rmax Operating, LLC. Georgia Pacific Gypsum LLC. Georgia Pacific Gypsum LLC. USG Corp. NOA No.: 20-0131.01 Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 3 of 18 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. IL 12. 13. 14. 15. 16. 17. 18. 19. 20. Product Name Dekfast DF-#14-PH3 Trufast #14 HD Fastener #14 Roogrip OMG Heavy Duty F1intFast #14 Fastener Dekfast DF-#12-PH3 #12 Standard Roofgrip 3 in. Round Metal Plate Trufast #12 DP Fastener F1intFast #12 Fastener Dekfast PLT-H-2-7/8 Flat Bottom Metal Plate Trufast 3" Metal Insulation Plate F1intFast 3" Metal Insulation Plate ICP Adhesive CR-20 Millennium One Step Foamable Adhesive OMG OlyBond 500 Adhesive OMG OlyBond 500 Green Adhesive Pliodeck Insulation Adhesive Insta Stik Quik Set Insulation Adhesive TABLE 3 Product Description Roofing screw Roofing screw Roofing screw Roofing screw Roofing screw Roofing screw Insulation fastener 3" round galvalume AZ50 steel plate Roofing screw Roofing screw hexagonal steel plate 3" square steel plate 3" round steel plate 3" round steel plate Polyurethane two component low rise insulation adhesive Polyurethane two component high rise insulation adhesive Spray polyurethane foam insulation adhesive Spray polyurethane foam insulation adhesive Polyurethane one component low VOC adhesive system Polyurethane one component moisture curing adhesive Manufacturer (with current NOA) SFS Group USA, Inc. Altenloh, Brinck & Co. U.S., Inc. OMG, Inc. OMG, Inc. CertainTeed LLC. SFS Group USA, Inc. OMG, Inc. OMG, Inc. Altenloh, Brinck & Co. U.S., Inc. CertainTeed LLC. SFS Group USA, Inc. OMG, Inc. Altenloh, Brinck & Co. U.S., Inc. CertainTeed LLC. ICP Adhesives and Sealants, Inc. H.B. Fuller Company OMG, Inc. OMG, Inc. Ashland, Inc. The Dow Chemical Company NOA No.: 20-0131.01 MIAWEL4DECQu Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 4 of 18 APPROVED SURFACING/COATING OPTIONS: TABLE 4 Chosen components must be applied according to manufacturer's application instructions. Any coating, listed below, used as a surfacing, must be listed within a current NOA. System Manufacturer Application Number 1. Generic Gravel applied at 400 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. 2. Generic Slag applied at 3001bs/sq., adhered with flood coat of asphalt at 60 lbs/sq. 3. Karnak Corp. Karnak (#97 AF) Fibrated Aluminum Roof Coating applied at an application rate of 1.5 gal/sq. 4. Gardner Asphalt Corp. APOC #212 Fibered Aluminum Roof Coating applied at an application rate of 1.5 gal/sq. 5. Gardner Asphalt Corp. APOC #400 Sunbrite applied at an application rate of 3 gal./sq. NOA No.: 20-0131.01 MIAM-DADS COUNWM Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 5 of 18 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Underwriters Laboratories R11656 UL790 Annually Factory Mutual Research 2D5A9.AM FM 4450 06/22/99 3008869 FM 4470 03/19/01 3009610 FM 4450 10/15/01 3012321 FM 4450 07/29/02 3014692 FM 4450 08/05/03 3014751 FM 4450 08/12/03 3025766 FM 4470 11/13/06 3037127 FM 4470 01/11/10 3039046 FM 4470 06/15/10 3048520 FM 4470 09/19/13 Trinity ERD 3518.12.03 TAS 114-F/G/I 12/01/03 3521.07.04 TAS 1144 & TAS 117(13) 07/28/04 3522.07.04 TAS 114-D 07/28/04 C8500SC.11.07-R1 ASTM D 6862/TAS 117(B) 08/07/09 C8370.08.08-R1 TAS 114-H/J & TAS 117(B) 10/05/09 C30310.12.09 TAS 114 / TAS 117 12/17/09 C30560.06.10 TAS 114 / TAS 117 06/10/10 C32830.07.10 FM 4470 / TAS 114 07/20/10 C35500.02.11 TAS 117(13) 02/09/11 3513.08.02-R1 TAS 114 / TAS 117 03/17/11 C3519.12.03-R1 TAS 114-D/J & TAS 117(B) 04/15/11 C35460.05.11 ASTM D1876 06/16/11 03515.07.03-1-R1 TAS 114-J & TAS 117(B) 06/27/12 C42110.08.12 TAS 114 & TAS 117 08/13/12 C44580.07.13 ASTM D 1876, 07/25/13 TAS 114, FM 4474 C45620.03.14 ASTM D1876, TAS 114 (H), 03/27/14 FM 4474 C47350.50.14 FM 4470 05/22/14 NOA No.: 20-0131.01 MIAMId9ADE Cf?ilJExpiration Date: 04/13/25 mums m Approval Date: 03/19/20 Page 6 of 18 APPROVED ASSEMBLIES: Membrane Type: APP/SBS MODIFIED, SELF -ADHERING Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type A(1): Anchor sheet mechanically fastened, optional top layer adhered with approved adhesive All General and System Limitations apply. Anchor Sheet: One ply of All Weather/ Empire Base Sheet, Yosemite Venting Base Sheet, Flexiglas Base Sheet, Flintlastic Poly SMS Base Sheet or Flintlastic Ultra Poly SMS Base Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 8" o.c. at the 3" lap and 8" o.c. in three, equally spaced center rows. One or more layers of any of the following insulations. Base Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft' H-Shield, F1intBoardx ISO, ACFoam II, FlintBoard ISO, ENRGY 3 or Multi -Max FA-3 Minimum 1.5" thick N/A N/A Top Insulation Laver (Optional) Insulation Fasteners Fastener Table 3 Density/ft2 DensDeck Roof Board, DensDeck Prime Roof Board Minimum 1/4" thick N/A N/A Note: Base insulation layer shall be adhered to the anchor sheet with ICP Adhesive CR-20, Millennium One Step Foamable Adhesive, OMG OlyBond 500, OMG OlyBond Green Adhesive, Pliodeck Insulation Adhesive or Insta Stik Quik Set Insulation Adhesive spaced 4" o.c. Optional top layer of insulation shall be adhered to the base layer with ICP Adhesive CR-20, Millennium One Step Foamable Adhesive, OMG OlyBond 500, OMG OlyBond Green Adhesive, Pliodeck Insulation Adhesive or Insta Stik Quik Set Insulation Adhesive spaced 6" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Top insulation layer shall be primed with F1intPrime SA at a rate of 0.3 gal/square. Base Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid -Ply, self -adhered. Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: -52.5 psf (See General Limitation #7.) NOA No.: 20-0131.01 M1AM1-DA MC CQuNWExpiration Date: 04/13/25 1 Approval Date: 03/19/20 Page 7 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type A(2): Anchor sheet mechanically fastened, optional top layer adhered with approved adhesive All General and System Limitations apply. Anchor Sheet: One ply of All Weather/ Empire Base Sheet, Yosemite Venting Base Sheet, Flexiglas Base Sheet, Flintlastic Poly SMS Base Sheet or Flintlastic Ultra Poly SMS Base Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 8" o.c. at the 3" lap and 8" o.c. in three, equally spaced center rows. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Table 3 H-Shield, F1intBoardn ISO, ACFoam II, FlintBoard ISO, ENRGY 3 or Multi -Max FA-3 Minimum 1.5" thick Top Insulation Laver SECUROCK Gypsum -Fiber Roof Board Minimum'/4" thick N/A Insulation Fasteners Table 3 N/A Fastener Density/ft2 N/A Fastener Density/ft2 N/A Note: Base insulation layer shall be adhered with ICP Adhesive CR-20, Millennium One Step Foamable Adhesive, OMG OlyBond 500, OMG OlyBond Green Adhesive, Pliodeck Insulation Adhesive or Insta Stik Quik Set Insulation Adhesive spaced 4" o.c. Top layer of insulation shall be adhered with ICP Adhesive CR-20, Millennium One Step Foamable Adhesive, OMG OlyBond 500, OMG OlyBond Green Adhesive, Pliodeck Insulation Adhesive or Insta Stik Quik Set Insulation Adhesive spaced 6" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Apply Flint -Prime SA to SECUROCK Gypsum -Fiber Roof Board surface at 0.3 gal/square. Base Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid -Ply, self -adhered. Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design Pressure: -60 psf (See General Limitation #7.) NOA No.: 20-0131.01 MuuMi-oaDECQuNWExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 8 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1I: Wood, Insulated Deck Description: Min 19/32" thick or greater plywood or wood plank at max 24" spans attached 6" o.c. using 8d diameter ring shank nails. System Type C(1): All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Laver Insulation Fasteners Table 3 F1intBoard ISO, ACFoam II, ENRGY 3, Multi -Max FA-3, H-Shield, FlintBoardH ISO Minimum 1.5" thick N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Top Insulation Laver DensDeck Roof Board Minimum 1/" thick Insulation Fasteners Table 3 1,2,3,4,5 Fastener Density/ft2 N/A Fastener Density/ft2 1:1.33 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Apply F1intPrime SA to DensDeck Roof Board surface at 0.3 gal/square. Base Sheet: One or more layer of Flintlastic SA Mid Ply, self -adhered. Ply Sheet: One or more layer of Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: -45 psf (See General Limitation #7.) NOA No.: 20-0131.01 MIAA MADE COUNWM Expiration Date: 04/13/25 1 Approval Date: 03/19/20 Page 9 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type C(2): All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Laver Insulation Fasteners Table 3 F1intBoard ISO, ACFoam-II, ENRGY 3, Multi -Max FA-3, H-Shield, FlintBoardx ISO Minimum 1.5" thick 6 Fastener Density/ft2 1:1.45 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Apply FlintPrime SA to insulation surface at 0.3 gal/square. Base Sheet: One or more layer of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design Pressure: -60 psf (See General Limitation #7.) NOA No.: 20-0131.01 MIAA MADE COUNWM Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 10 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -Insulated Deck Description: Deck 1: Min. 19/32" thick plywood attached using approved #8 wood screws spaced 6" o.c. at wood joists spaced max. 24" o.c. Deck 2: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c System Type E(1): Base sheet mechanically fastened All General and System Limitations apply. Separation Sheet: One or more layers of Glasbase Base Sheet, loose laid. (Optional) Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 8" o.c. at the 4" lap and 8" o.c. in three, equally spaced center rows. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design For Deck 1: -52.5 psf (See General Limitation #7.) Pressure: For Deck 2: -60.0 psf (See General Limitation #7.) NOA No.: 20-0131.01 M[AM1-DaDEC0uNWExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 11 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -insulated Deck Description: Minimum 19/32" thick plywood attached using 8d ring shank nails spaced 6"o.c. at wood joists spaced maximum 24" o.c. System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Separation Sheet: One ply of GlasBase Base Sheet, loose laid. (Optional) Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Fastened with FBC HVHZ nails and tin caps spaced 6" o.c. at the 3" lap and 6" o.c. in four, equally spaced staggered center rows. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design -52.5 psf (See General Limitation #7.) Pressure: NOA No.: 20-0131.01 MIAMId9ADE COUNWM Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 12 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws. System Type E(3): Base sheet mechanically fastened All General and System Limitations apply. Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 6" o.c. at the 3" lap and 6" o.c. in three, equally spaced center rows. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: - 75 psf (See General Limitation #7.) NOA No.: 20-0131.01 Mu M1-DADE CQuNWExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 13 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws. System Type E(4): Base sheet mechanically fastened All General and System Limitations apply. Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with OMG #12 Standard Roofgrip with OMG 3 in. Round Metal Plates spaced 8" o.c. at the 3" lap and 8 o.c. in two, equally spaced center rows. Primer: Apply ASTM D41 primer to stress plates. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: - 82.5 psf (See General Limitation #7.) NOA No.: 20-0131.01 MIAA MADE COUNWM Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 14 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -insulated Deck Description: Minimum 19/32" thick plywood attached using #10 wood screws spaced 6"o.c. at wood joists spaced maximum 24" o.c. System Type E(5): Base sheet mechanically fastened. All General and System Limitations apply. Separation Sheet: One ply of GlasBase Base Sheet, loose laid. (Optional) Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: OMG 3 in. Round Metal Plates with OMG #14 Heavy Duty fasteners or TruFast 3" Metal Insulation Plate with TruFast #12 DP or TruFast #14 HD Fasteners or FlintFast 3" Insulation Plates with F1intFast #12 or F1intFast #14 Fasteners spaced 6" o.c. at the 4" lap and 6" o.c. in three, equally spaced staggered center rows. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design Pressure: -97.5 psf. (See General Limitation #7) NOA No.: 20-0131.01 M1AM1-DA MC CQuNWExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 15 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws. System Type E(6): Base sheet mechanically fastened All General and System Limitations apply. Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 4" o.c. at the 3" lap and 4" o.c. in four, equally spaced center rows for a total of five rows. Ply Sheet: One or more layers of Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: - 105 psf (See General Limitation #7.) NOA No.: 20-0131.01 M[AM1-DaDEC0uNWExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 16 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -insulated Deck Description: Minimum 19/32" thick plywood attached using #10 wood screws spaced 4"o.c. at wood joists spaced maximum 24" o.c. System Type E(7): Base sheet mechanically fastened. All General and System Limitations apply. Separation Sheet: One ply of Glasbase Base Sheet, loose laid. (Optional) Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: OMG 3 in. Round Metal Plates with OMG #14 Heavy Duty fasteners or TruFast 3" Metal Insulation Plate with TruFast #12 DP or TruFast #14 HD Fasteners or F1intFast 3" Insulation Plates with FlintFast #12 or #14 Fasteners spaced 6" o.c. at the 4" lap and 6" o.c. in four, equally spaced staggered center rows. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: -127.5 psf. (See General Limitation #7) NOA No.: 20-0131.01 MIAA MADE COUNWM Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 17 of 18 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 20-0131.01 MIAMId9ADE Cf?ilJExpiration Date: 04/13/25 o l Approval Date: 03/19/20 Page 18 of 18 3/18/2019 CERTAINTEED CORP, TGFU.R11656 - UL Product Spec http://productspec.uI.com/document.php?id=TGFU.Rl1656 1/40 3/18/2019 CERTAINTEED CORP, TGFU.R11656 - UL Product Spec http://productspec.uI.com/document.php?id=TGFU.Rl1656 2/40 3/18/2019 CERTAINTEED CORP, TGFU.R11656 - UL Product Spec http://productspec.uI.com/document.php?id=TGFU.Rl1656 14/40 3/18/2019 CERTAINTEED CORP, TGFU.R11656 - UL Product Spec http://productspec.uI.com/document.php?id=TGFU.Rl1656 19/40 3/18/2019 CERTAINTEED CORP, TGFU.R11656 - UL Product Spec http://productspec.uI.com/document.php?id=TGFU.Rl1656 27/40 M IAM I•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA CertainTeed LLC 18 Moores Road Malvern, PA 19355 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Flintlastic Self -Adhered Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA #15-0622.21 and consists of pages 1 through 18. The submitted documentation was reviewed by Alex Tigera. NOA No.: 20-0131.01 MIAMId9ADE Cf?ilJExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 1 of 18 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Modified Bitumen Material: SBS Deck Type: Wood Maximum Design Pressure -127.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Spec Description Flintlastic SA NailBase 39 3/8" x 66'6' ; Roll ASTM D 4601, Type Fiberglass reinforced, SBS modified weight: 821bs. I1 bitumen base sheet. (2 squares) Flintlastic SA P1yBase 39 3/8" x 66'6'; Roll ASTM D4601, Self -adhering, fiberglass reinforced, SBS weight: 861bs. Type II modified bitumen base/ply sheet. (2 squares) All Weather/Empire Base 39 3/8" x 65' 10"; ASTM D 4601 Type Asphalt coated, fiberglass reinforced base Sheet Roll weight: 70 lbs. I1 sheet. (2 squares) UL Type G2 Yosemite Venting Base 39 3/8" x 32' 10' ; Roll ASTM D 3909 Mineral Surfaced fiberglass reinforced Sheet weight: 85 lbs. ASTM D 4897, Type buffer sheet. (1 square) 11 UL Type G3 Flexiglas Base Sheet 39 3/8" x 98'9'; Roll ASTM D 4601, Type Modified Bitumen coated fiberglass base weight: 90 lbs. 11 sheet. (3 squares) UL Type G2 Flintlastic Poly SMS Base 39 3/s" x 64' 3"; Roll ASTM D 4601, Modified Bitumen coated polyester base Sheet weight: 90 lbs. Grade S, Type 11 sheet. (2 squares) UL Type G2 Glasbase Base Sheet 39 3/8" x 98'9"; Roll ASTM D 4601 Type Asphalt coated, fiberglass base sheet. weight: 75 lbs. 11 (3 squares) UL Type G2 Flintlastic Ultra Poly 39 3/8" x 32' 10"; Roll ASTM D 6164, Smooth surfaced SBS Modified Bitumen SMS Base Sheet weight: 90 lbs. Grade S, Type I Membrane with non -woven polyester mat (1 square) reinforcement for mop applications. Flintlastic SA Mid Ply 39 3/8" x 32' 1"; ASTM D 6163, Self -adhering, polyester reinforced, SBS Roll weight: 62 lbs. Grade S, Type I modified bitumen ply sheet. (1 square) Flintlastic SA Cap FR 39 3/8" x 32' 11' ; Roll ASTM D 6163, Self -adhering, fiberglass reinforced, SBS weight: 88 lbs. Grade G, Type I modified bitumen cap sheet. (1 square) Flintlastic SA Cap 39 3/8" x 32' 11' ; Roll ASTM D 6164, Self -adhering, polyester reinforced, SBS weight: 95 lbs. Grade G, Type I modified bitumen cap sheet. (1 square) NOA No.: 20-0131.01 MIAMId9ADE Cf?ilJExpiration Date: 04/13/25 e a Approval Date: 03/19/20 Page 2 of 18 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions Spec Description F1intPrime Asphalt 1, 3 or 5 gal pail ASTM D 41 Asphalt primer F1intPrime SA 1, 3 or 5 gal pail Proprietary Water -based, polymer modified primer. APPROVED INSULATIONS: Product F1intBoard ISO F1intBoard ISOx ACFoam-II ENRGY 3 H-Shield TABLE 2 Product Description Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate insulation Polyisocyanurate insulation Multi -Max FA-3 Polyisocyanurate insulation DensDeck Roof Board Gypsum coverboard DensDeck Prime Roof Board Gypsum coverboard SECUROCK Gypsum -Fiber Roof homogenous fiber reinforced Board APPWYE - Manufacturer (with current NOA) CertainTeed LLC CertainTeed LLC Atlas Roofing Corp. Johns Manville Corp. Hunter Panels, a div. of Carlisle Const. Materials Rmax Operating, LLC. Georgia Pacific Gypsum LLC. Georgia Pacific Gypsum LLC. USG Corp. NOA No.: 20-0131.01 Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 3 of 18 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. IL 12. 13. 14. 15. 16. 17. 18. 19. 20. Product Name Dekfast DF-#14-PH3 Trufast #14 HD Fastener #14 Roogrip OMG Heavy Duty F1intFast #14 Fastener Dekfast DF-#12-PH3 #12 Standard Roofgrip 3 in. Round Metal Plate Trufast #12 DP Fastener F1intFast #12 Fastener Dekfast PLT-H-2-7/8 Flat Bottom Metal Plate Trufast 3" Metal Insulation Plate F1intFast 3" Metal Insulation Plate ICP Adhesive CR-20 Millennium One Step Foamable Adhesive OMG OlyBond 500 Adhesive OMG OlyBond 500 Green Adhesive Pliodeck Insulation Adhesive Insta Stik Quik Set Insulation Adhesive TABLE 3 Product Description Roofing screw Roofing screw Roofing screw Roofing screw Roofing screw Roofing screw Insulation fastener 3" round galvalume AZ50 steel plate Roofing screw Roofing screw hexagonal steel plate 3" square steel plate 3" round steel plate 3" round steel plate Polyurethane two component low rise insulation adhesive Polyurethane two component high rise insulation adhesive Spray polyurethane foam insulation adhesive Spray polyurethane foam insulation adhesive Polyurethane one component low VOC adhesive system Polyurethane one component moisture curing adhesive Manufacturer (with current NOA) SFS Group USA, Inc. Altenloh, Brinck & Co. U.S., Inc. OMG, Inc. OMG, Inc. CertainTeed LLC. SFS Group USA, Inc. OMG, Inc. OMG, Inc. Altenloh, Brinck & Co. U.S., Inc. CertainTeed LLC. SFS Group USA, Inc. OMG, Inc. Altenloh, Brinck & Co. U.S., Inc. CertainTeed LLC. ICP Adhesives and Sealants, Inc. H.B. Fuller Company OMG, Inc. OMG, Inc. Ashland, Inc. The Dow Chemical Company NOA No.: 20-0131.01 MIAWEL4DECQu Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 4 of 18 APPROVED SURFACING/COATING OPTIONS: TABLE 4 Chosen components must be applied according to manufacturer's application instructions. Any coating, listed below, used as a surfacing, must be listed within a current NOA. System Manufacturer Application Number 1. Generic Gravel applied at 400 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. 2. Generic Slag applied at 3001bs/sq., adhered with flood coat of asphalt at 60 lbs/sq. 3. Karnak Corp. Karnak (#97 AF) Fibrated Aluminum Roof Coating applied at an application rate of 1.5 gal/sq. 4. Gardner Asphalt Corp. APOC #212 Fibered Aluminum Roof Coating applied at an application rate of 1.5 gal/sq. 5. Gardner Asphalt Corp. APOC #400 Sunbrite applied at an application rate of 3 gal./sq. NOA No.: 20-0131.01 MIAM-DADS COUNWM Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 5 of 18 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Underwriters Laboratories R11656 UL790 Annually Factory Mutual Research 2D5A9.AM FM 4450 06/22/99 3008869 FM 4470 03/19/01 3009610 FM 4450 10/15/01 3012321 FM 4450 07/29/02 3014692 FM 4450 08/05/03 3014751 FM 4450 08/12/03 3025766 FM 4470 11/13/06 3037127 FM 4470 01/11/10 3039046 FM 4470 06/15/10 3048520 FM 4470 09/19/13 Trinity ERD 3518.12.03 TAS 114-F/G/I 12/01/03 3521.07.04 TAS 1144 & TAS 117(13) 07/28/04 3522.07.04 TAS 114-D 07/28/04 C8500SC.11.07-R1 ASTM D 6862/TAS 117(B) 08/07/09 C8370.08.08-R1 TAS 114-H/J & TAS 117(B) 10/05/09 C30310.12.09 TAS 114 / TAS 117 12/17/09 C30560.06.10 TAS 114 / TAS 117 06/10/10 C32830.07.10 FM 4470 / TAS 114 07/20/10 C35500.02.11 TAS 117(13) 02/09/11 3513.08.02-R1 TAS 114 / TAS 117 03/17/11 C3519.12.03-R1 TAS 114-D/J & TAS 117(B) 04/15/11 C35460.05.11 ASTM D1876 06/16/11 03515.07.03-1-R1 TAS 114-J & TAS 117(B) 06/27/12 C42110.08.12 TAS 114 & TAS 117 08/13/12 C44580.07.13 ASTM D 1876, 07/25/13 TAS 114, FM 4474 C45620.03.14 ASTM D1876, TAS 114 (H), 03/27/14 FM 4474 C47350.50.14 FM 4470 05/22/14 NOA No.: 20-0131.01 MIAMId9ADE Cf?ilJExpiration Date: 04/13/25 mums m Approval Date: 03/19/20 Page 6 of 18 APPROVED ASSEMBLIES: Membrane Type: APP/SBS MODIFIED, SELF -ADHERING Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type A(1): Anchor sheet mechanically fastened, optional top layer adhered with approved adhesive All General and System Limitations apply. Anchor Sheet: One ply of All Weather/ Empire Base Sheet, Yosemite Venting Base Sheet, Flexiglas Base Sheet, Flintlastic Poly SMS Base Sheet or Flintlastic Ultra Poly SMS Base Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 8" o.c. at the 3" lap and 8" o.c. in three, equally spaced center rows. One or more layers of any of the following insulations. Base Insulation Laver Insulation Fasteners Fastener Table 3 Density/ft' H-Shield, F1intBoardx ISO, ACFoam II, FlintBoard ISO, ENRGY 3 or Multi -Max FA-3 Minimum 1.5" thick N/A N/A Top Insulation Laver (Optional) Insulation Fasteners Fastener Table 3 Density/ft2 DensDeck Roof Board, DensDeck Prime Roof Board Minimum 1/4" thick N/A N/A Note: Base insulation layer shall be adhered to the anchor sheet with ICP Adhesive CR-20, Millennium One Step Foamable Adhesive, OMG OlyBond 500, OMG OlyBond Green Adhesive, Pliodeck Insulation Adhesive or Insta Stik Quik Set Insulation Adhesive spaced 4" o.c. Optional top layer of insulation shall be adhered to the base layer with ICP Adhesive CR-20, Millennium One Step Foamable Adhesive, OMG OlyBond 500, OMG OlyBond Green Adhesive, Pliodeck Insulation Adhesive or Insta Stik Quik Set Insulation Adhesive spaced 6" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Top insulation layer shall be primed with F1intPrime SA at a rate of 0.3 gal/square. Base Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid -Ply, self -adhered. Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: -52.5 psf (See General Limitation #7.) NOA No.: 20-0131.01 M1AM1-DA MC CQuNWExpiration Date: 04/13/25 1 Approval Date: 03/19/20 Page 7 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type A(2): Anchor sheet mechanically fastened, optional top layer adhered with approved adhesive All General and System Limitations apply. Anchor Sheet: One ply of All Weather/ Empire Base Sheet, Yosemite Venting Base Sheet, Flexiglas Base Sheet, Flintlastic Poly SMS Base Sheet or Flintlastic Ultra Poly SMS Base Sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 8" o.c. at the 3" lap and 8" o.c. in three, equally spaced center rows. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Table 3 H-Shield, F1intBoardn ISO, ACFoam II, FlintBoard ISO, ENRGY 3 or Multi -Max FA-3 Minimum 1.5" thick Top Insulation Laver SECUROCK Gypsum -Fiber Roof Board Minimum'/4" thick N/A Insulation Fasteners Table 3 N/A Fastener Density/ft2 N/A Fastener Density/ft2 N/A Note: Base insulation layer shall be adhered with ICP Adhesive CR-20, Millennium One Step Foamable Adhesive, OMG OlyBond 500, OMG OlyBond Green Adhesive, Pliodeck Insulation Adhesive or Insta Stik Quik Set Insulation Adhesive spaced 4" o.c. Top layer of insulation shall be adhered with ICP Adhesive CR-20, Millennium One Step Foamable Adhesive, OMG OlyBond 500, OMG OlyBond Green Adhesive, Pliodeck Insulation Adhesive or Insta Stik Quik Set Insulation Adhesive spaced 6" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Apply Flint -Prime SA to SECUROCK Gypsum -Fiber Roof Board surface at 0.3 gal/square. Base Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid -Ply, self -adhered. Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design Pressure: -60 psf (See General Limitation #7.) NOA No.: 20-0131.01 MuuMi-oaDECQuNWExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 8 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1I: Wood, Insulated Deck Description: Min 19/32" thick or greater plywood or wood plank at max 24" spans attached 6" o.c. using 8d diameter ring shank nails. System Type C(1): All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Laver Insulation Fasteners Table 3 F1intBoard ISO, ACFoam II, ENRGY 3, Multi -Max FA-3, H-Shield, FlintBoardH ISO Minimum 1.5" thick N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Top Insulation Laver DensDeck Roof Board Minimum 1/" thick Insulation Fasteners Table 3 1,2,3,4,5 Fastener Density/ft2 N/A Fastener Density/ft2 1:1.33 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Apply F1intPrime SA to DensDeck Roof Board surface at 0.3 gal/square. Base Sheet: One or more layer of Flintlastic SA Mid Ply, self -adhered. Ply Sheet: One or more layer of Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: -45 psf (See General Limitation #7.) NOA No.: 20-0131.01 MIAA MADE COUNWM Expiration Date: 04/13/25 1 Approval Date: 03/19/20 Page 9 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type C(2): All layers of insulation simultaneously attached. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Laver Insulation Fasteners Table 3 F1intBoard ISO, ACFoam-II, ENRGY 3, Multi -Max FA-3, H-Shield, FlintBoardx ISO Minimum 1.5" thick 6 Fastener Density/ft2 1:1.45 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Apply FlintPrime SA to insulation surface at 0.3 gal/square. Base Sheet: One or more layer of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design Pressure: -60 psf (See General Limitation #7.) NOA No.: 20-0131.01 MIAA MADE COUNWM Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 10 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -Insulated Deck Description: Deck 1: Min. 19/32" thick plywood attached using approved #8 wood screws spaced 6" o.c. at wood joists spaced max. 24" o.c. Deck 2: Minimum 19/32" thick plywood attached using approved nails spaced 4" o.c. at wood joists spaced maximum 24" o. c System Type E(1): Base sheet mechanically fastened All General and System Limitations apply. Separation Sheet: One or more layers of Glasbase Base Sheet, loose laid. (Optional) Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 8" o.c. at the 4" lap and 8" o.c. in three, equally spaced center rows. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design For Deck 1: -52.5 psf (See General Limitation #7.) Pressure: For Deck 2: -60.0 psf (See General Limitation #7.) NOA No.: 20-0131.01 M[AM1-DaDEC0uNWExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 11 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -insulated Deck Description: Minimum 19/32" thick plywood attached using 8d ring shank nails spaced 6"o.c. at wood joists spaced maximum 24" o.c. System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Separation Sheet: One ply of GlasBase Base Sheet, loose laid. (Optional) Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Fastened with FBC HVHZ nails and tin caps spaced 6" o.c. at the 3" lap and 6" o.c. in four, equally spaced staggered center rows. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design -52.5 psf (See General Limitation #7.) Pressure: NOA No.: 20-0131.01 MIAMId9ADE COUNWM Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 12 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws. System Type E(3): Base sheet mechanically fastened All General and System Limitations apply. Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 6" o.c. at the 3" lap and 6" o.c. in three, equally spaced center rows. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: - 75 psf (See General Limitation #7.) NOA No.: 20-0131.01 Mu M1-DADE CQuNWExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 13 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws. System Type E(4): Base sheet mechanically fastened All General and System Limitations apply. Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with OMG #12 Standard Roofgrip with OMG 3 in. Round Metal Plates spaced 8" o.c. at the 3" lap and 8 o.c. in two, equally spaced center rows. Primer: Apply ASTM D41 primer to stress plates. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: - 82.5 psf (See General Limitation #7.) NOA No.: 20-0131.01 MIAA MADE COUNWM Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 14 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -insulated Deck Description: Minimum 19/32" thick plywood attached using #10 wood screws spaced 6"o.c. at wood joists spaced maximum 24" o.c. System Type E(5): Base sheet mechanically fastened. All General and System Limitations apply. Separation Sheet: One ply of GlasBase Base Sheet, loose laid. (Optional) Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: OMG 3 in. Round Metal Plates with OMG #14 Heavy Duty fasteners or TruFast 3" Metal Insulation Plate with TruFast #12 DP or TruFast #14 HD Fasteners or FlintFast 3" Insulation Plates with F1intFast #12 or F1intFast #14 Fasteners spaced 6" o.c. at the 4" lap and 6" o.c. in three, equally spaced staggered center rows. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4. (Optional) Maximum Design Pressure: -97.5 psf. (See General Limitation #7) NOA No.: 20-0131.01 M1AM1-DA MC CQuNWExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 15 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -Insulated Deck Description: Min 19/32" thick plywood at max 24" spans attached 6" o.c. using #8 wood screws. System Type E(6): Base sheet mechanically fastened All General and System Limitations apply. Anchor/Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: Anchor sheet shall be fastened with FBC HVHZ nails and tin caps spaced 4" o.c. at the 3" lap and 4" o.c. in four, equally spaced center rows for a total of five rows. Ply Sheet: One or more layers of Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: - 105 psf (See General Limitation #7.) NOA No.: 20-0131.01 M[AM1-DaDEC0uNWExpiration Date: 04/13/25 Approval Date: 03/19/20 Page 16 of 18 Membrane Type: SBS MODIFIED, SELF -ADHERING Deck Type 1: Wood, Non -insulated Deck Description: Minimum 19/32" thick plywood attached using #10 wood screws spaced 4"o.c. at wood joists spaced maximum 24" o.c. System Type E(7): Base sheet mechanically fastened. All General and System Limitations apply. Separation Sheet: One ply of Glasbase Base Sheet, loose laid. (Optional) Base Sheet: One or more layers of Flintlastic SA NailBase, mechanically attached as described below. Fastening: OMG 3 in. Round Metal Plates with OMG #14 Heavy Duty fasteners or TruFast 3" Metal Insulation Plate with TruFast #12 DP or TruFast #14 HD Fasteners or F1intFast 3" Insulation Plates with FlintFast #12 or #14 Fasteners spaced 6" o.c. at the 4" lap and 6" o.c. in four, equally spaced staggered center rows. Ply Sheet: One or more layers of Flintlastic SA P1yBase or Flintlastic SA Mid Ply, self -adhered. (Optional) Membrane: One layer of Flintlastic SA Cap or Flintlastic SA Cap FR, self -adhered. Surfacing: Any of the approved surfacing/coating options listed in Table 4 (Optional) Maximum Design Pressure: -127.5 psf. (See General Limitation #7) NOA No.: 20-0131.01 MIAA MADE COUNWM Expiration Date: 04/13/25 Approval Date: 03/19/20 Page 17 of 18 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 20-0131.01 MIAMId9ADE Cf?ilJExpiration Date: 04/13/25 o l Approval Date: 03/19/20 Page 18 of 18 3/20/2019 CERTAINTEED CORP, TFWZ.R684 - UL Product Spec http://productspec.ul.com/document.php?id=TFWZ.R684 1 /3 3/20/2019 CERTAINTEED CORP, TFWZ.R684 - UL Product Spec http://productspec.ul.com/document.php?id=TFWZ.R684 2/3 3/20/2019 CERTAINTEED CORP, TFWZ.R684 - UL Product Spec http://productspec.u1.com/document.php?id=TFWZ.R684 3/3 M IAM I•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CertainTeed Corporation 20 Moores Road Malvern, PA 19355 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Landmark, Landmark Pro, Landmark Pro/Archetect 80, Landmark Premium, Landmark Impact Resistant, Landmark Solaris, Landmark Pro Solaris and Landmark Solaris Gold/Platinum LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises NOA # 17-1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino �•- NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Asphalt Shingles Materials Dimensional Deck Type: Wood SCOPE This acceptance is for CertainTeed Landmark, Landmark Pro, Landmark Pro/Architect 80, Landmark Premium, Landmark Impact Resistant, Landmark Solaris, Landmark Pro Solaris and Landmark Solaris Gold/Platinum Shingles as manufactured by CertainTeed Corporation described in Section 2 of this Notice of Acceptance. PRODUCT DESCRIPTION: Product Test Dimensions Snecifications Product Descrintion Certainteed Landmark Manufacturing Locations #1, 2, 3, 4, 5, 6, 7, 8, 9, 13 %4" x 38 3/4" TAS 110 A heavy weight, dimensional 10 asphalt shingle. Certainteed Landmark Pro A heavy weight, dimensional Manufacturing Locations #1, 3, 4, 5, 6, 9, 10 131/4" x 38 3/4" TAS 110 asphalt shingle. Certainteed Landmark Premium A heavy weight, dimensional Manufacturing Locations #1, 3, 4, 5, 6, 8, 9 131/4" x 38 3/4" TAS 110 asphalt shingle. Certainteed Landmark Impact Resistant A heavy weight, dimensional Manufacturing Locations #7 131/4" x 38 3/4" TAS 110 asphalt shingle. Certainteed Landmark Pro/Architect 80 A heavy weight, dimensional Manufacturing Locations #8 131/4" x 38 3/4" TAS 110 asphalt shingle. Certainteed Landmark Solaris A heavy weight, dimensional Manufacturing Locations #8, 9 131/4" x 38 3/4" TAS 110 asphalt shingle. CertainTeed Landmark Pro Solaris A heavy weight, dimensional Manufacturing Location #9 131/4" x 38 3/4" TAS 110 asphalt shingle Certainteed Landmark Solaris Gold/Platinum A heavy weight, dimensional Manufacturing Locations # 8 131/4" x 38 3/4" TAS 110 asphalt shingle. Accessory Shingles Accessory shingles for hip, ridge various proprietary and starter strip applications. MANUFACTURING LOCATIONS: 1. Peachtree City, GA 2. Ennis, TX 3. Oxford, NC 4. Shakopee, MN NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 2 of 7 5. Avery (Milan), OH 6. Norwood, MA 7. Shreveport, LA 8. Portland, OR 9. Wilmington, CA 10. Jonesburg, MO EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. PCTC-01-02-01 TAS 100 01/12/01 CTC-006-02-01 TAS 100 11/12/02 CTC-092-02-01 TAS 100 02/23/12 CTC-091-02-01 TAS 100 02/21/12 CTC-090-02-01 TAS 100 09/02/11 CTC-087-02-01 TAS 100 07/07/11 CTC-086-02-01 TAS 100 07/07/11 CTC-101-02-01 TAS 100 10/05/11 CTC-102-02-01 TAS 100 10/05/11 CTC-109-02-01 TAS 100 01/18/12 CTC-106-02-01 TAS 100 11/02/11 CTC-105-02-01 TAS 100 10/31/11 CTC-089-02-01 TAS 100 07/18/11 CTC-088-02-01 TAS 100 07/18/11 CTC-213-02-01 TAS 100 05/20/14 CTC-212-02-01 TAS 100 05/21/14 CTC-207-02-01 TAS 100 05/20/14 CTC-206-02-01 TAS 100 05/20/14 CTC-110-02-01 TAS 100 02/13/12 CTC-109-02-01 TAS 100 02/13/12 CTC-288-02-01 TAS 100 09/27/16 CTC-333-02-01 TAS 100 11/08/17 Underwriters Laboratories, Inc. 94NK9632 Wind uplift resistance TAS 107 11/30/00 R684 UL 790 04/02/01 02NK42448 Wind uplift resistance TAS 107 11/08/02 09CA28873 Letter 07/23/09 11CA59020 TAS 107/ ASTM D3161 01/25/12 1INK07864 TAS 107/ ASTM D3161 09/29/11 07CA26696 TAS 107/ ASTM D3161 09/21/07 I ICA38844 TAS 107/ ASTM D3161 01/28/12 I ICA38844 TAS 107/ ASTM D3161 01/27/12 06CA28237 TAS 107/ ASTM D3161 09/22/06 IONK17366 TAS 107/ ASTM D3161 01/04/11 4786334383 TAS 107/ ASTM D3161 05/28/14 4786307351 TAS 107/ ASTM D3161/ASTM D 3462 05/13/14 NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 3 of 7 11NK08333 ASTM D3462 05/15/12 11NK08333 ASTM D3462 04/15/12 11NK07864 ASTM D3462 09/29/11 11NK08333/Letter ASTM D3462 / UL790 11/05/12 11NK08333/Letter ASTM D3462 / UL790 11/05/12 11NK08333/Letter ASTM D3462 / UL790 11/05/12 12NK13474 ASTM D3462 / UL790 05/27/13 4786325932 ASTM D3462 / UL790 04/04/14 4787011023 ASTM D 3462 08/01/15 11CA38844 TAS 107/ ASTM D3161 01/26/12 06CA02648 TAS 107/ ASTM D3161 02/23/06 4787084802 TAS 107/ ASTM D3161 03/14/16 4787852839 ASTM D3462 03/24/17 4787011023 ASTM D3462 08/01/15 4788368979 ASTM D3462 10/30/18 4787592174 ASTM D3462 10/21/16 LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. INSTALLATION: 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail 'A', attached. 5. Nailing shall be in compliance with Detail 'B', attached. NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 4 of 7 LABELING: 1. Shingles shall be labeled with the Miami -Dade Product Control approved seal as seen below or the wording "Miami -Dade County Product Control Approved". BUILDING PERMIT REQUIREMENTS: 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 5 of 7 SHINGLE LAYOUT Eaves LANDMARK, LANDMARK PRO, LANDMARK PRO/ARCHITECT 80, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND LANDMARK SOLARIS GOLD/PLATINUM NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 6 of 7 6f YIDE NAILING AREA 12" 1'" F Exposure DETAIL B Nailing area far "IDw & standard slopes (from 2:12 to 21:12) Nail between uppers lGwernall lines. 14 3J4" 12" fir LANDMARK, LANDMARK PRO, LANDMARK PRO/ARCHETECT 80,LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND LANDMARK SOLARIS GOLD/PLATINUM 12" 5 5/8" Exposure (LOW AND STANDARD SLOPE Nailing area for "steep" slopes (greater than 21:12) Nail between bottom 2 nail lines. -I— 14 3/4" No i -0 12" 13 1/4" 1" 6 1/8" LANDMARK, LANDMARK PRO, LANDMARK PRO/ARCHETECT 80, LANDMARK PREMIUM, LANDMARK IMPACT RESISTANT, LANDMARK SOLARIS, LANDMARK PRO SOLARIS AND LANDMARK SOLARIS GOLD/PLATINUM (STEEP SLOPE END OF THIS ACCEPTANCE NOA No.: 18-1114.02 Expiration Date: 02/28/22 Approval Date: 05/09/19 Page 7 of 7 1'4lAWl �„..� MIAMI-DARE COUNTY rmi lIIL PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 r T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economv CertainTeed Corporation 1400 Union Meeting Road Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. F 1 DESCRIPTION: CertainTeed Shangle Ridge, Shadow Ridge, Hatteras Accessory, Presidential Accessory, and E Cedar Crest Hip and Ridge Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews NOA# 12-061 l .02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0824.05 NMI•r7 MIAAD; COUNTY Expiration Date: 11/15/221/15/22 Approval Date: 11/16/17 j Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category Sub -Category Materials Deck Type: SCOPE Roofing Asphalt Shingles Laminated Wood This approves CertainTeed Shangle Ridge, Shadow Ridge, Hatteras Accessory, Presidential Accessory and Cedar Crest Hip and Ridge Shingles as manufactured by CertainTeed Corporation (PA) and described in Section 2 of this Notice of Acceptance. E PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications i Shangle Ridge 12" x 18" TAS 110 A pre -assembled, double layer hip and Manufacturing Location(s) # 1 ridge fiberglass reinforced asphalt shingle with an 8" exposure. Shadow Ridge 12" x 12" TAS 110 A pre -assembled hip and ridge fiberglass Manufacturing Location(s) # 1, 2, 3,4 reinforced asphalt shingle with an 5" exposure. Hatteras Accessory 12" x 18" TAS 110 A pre -assembled hip and ridge fiberglass Manufacturing Location(s) # 1 reinforced asphalt shingle with an 8" exposure. Presidential Accessory 12" x 12" TAS 110 A pre -assembled hip and ridge fiberglass Manufacturing Location(s) # 2 reinforced asphalt shingle with an 5" exposure. Cedar Crest 12" x 12" TAS 110 A pre -assembled hip and ridge fiberglass Manufacturing Location(s) # 1 reinforced asphalt shingle with an 8" k exposure. PRODUCTS MANUFACTURED BY OTHERS Product Product Description Size Manufacturer Any approved sealant with a current Miami Sealant various Any approved manufacturer Dade NOA (with a current Miami Dade NOA) Any approved adhesive with a current Miami Dade NOA ASTM C920, Type S, various Any approved manufacturer Grade NS, min Class 25 (with a current Miami Dade NOA) NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 2 of 9 MANUFACTURING LOCATION 1. Oxford, NC. 2. Shakopee, MN. 3. Avery, OH 4. Norwood, MA. I EVIDENCE SUBMITTED Test Agency Test Identifier It Test Name/Report Date PRI Asphalt Technologies, Inc. CTC-028-02-01 ASTM D 6381 08/06/07 CTC-021-02-01 TAS 100(A) 05/16/06 CTC-029-02-01 TAS 100(A) 08/06/07 CTC-030-02-01 TAS 100(A) 08/06/07 j CTC-020-02-01 TAS 100(A) 05/16/06 CTC-072-02-01 TAS 100(A) 02/10/11 CTC-334-02-01 TAS 107 08/29/17 CTC-330-02-01 TAS 107 08/27/17 CTC-310-02-01 TAS 100(A) 05/31/17 CTC-311-02-01 TAS 100(A) 05/31/17 CTC-312-02-01 TAS 100(A) 05/31/17 j CTC-315-02-01 TAS 100(A) 06/19/17 j CTC-314-02-01 TAS 100(A) 06/19/17 Underwriters Laboratories, Inc. 07CA30825 ASTM D 3161 08/06/07 R684 ASTM D 3462 08/04/04 I R684 ASTM D 3462 08/05/04 IOCA44960 ASTM D 3462 11/11/10 j IOCA44960 ASTM D 3161 11/11/10 4787855169 ASTM D 3161/3462 07/27/17 4787855164 ASTM D 3161/3462 06/27/17 4787867612 ASTM D 3161/3462 07/26/17 4787855162 ASTM D 3161/3462 06/26/17 4787855167 ASTM D 3161/3462 06/30/17 1 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. INSTALLATION 1. Ridge Cap Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Layout Details herein NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 3 of 9 e LABELING 1. Ridge Cap Shingles shall be labeled with the Miami -Dade Seal as seen below, or the wording "Miami -Dade County Product Control Approved". CMIAMI-MADECRONTY BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 Thi`s Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. E LAYOUT DETAILS 1" zz�� Fasten the left side rt Rsy SHANGLE RIDGE pure Reme trofn the rigN side • and tstan SECOND RIGHT NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 4 of 9 11 2 I�I I MIAIMI-DARE COUNTY ...• I SHADOW RIDGE HATTERAS ACCESSORY NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 5 of 9 PRESIDENTIAL ACCESSORY CEDAR CREST Sealed! sea Plem NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 6 of 9 1/4" wide bead of adheslve, 7" long, 3/4"-1" from side edge of cap shingle NAILING DETAILS SHANGLE RIDGE 12° (305 mm 1 (25 mmj ` (26 mm) 18" • (457 mm) M (219 fnm) Failing pattern all applications - two nails per shingle. SHADOW RIDGE 1/4 wrfde bead of adhegi�re, 3n-3112® long, � (306 mm)-"1 3/4"4" from side adge of cap ;rhingle J: 1" (25 mm) ... (2S mm) 12- N � 3{�5 mm (143 f Nailing pattern all applications - two nails per shingle. MLAMI-DADE CCUFITY s NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 7 of 9 I HATTERAS ACCESSORY 12" IM" wide knead of adhesive, Y tong, 3/44'-1 " from side edge of cap shingle 6 25 MM) 18" 9 Sir mm) (286 mrn) Nailing pattern all applications - two mails per shingle, ( PRESIDENTIAL ACCESSORY 1/4" wide bead all' adhesive, 3"-3112" long, 12, rr 3/4"11" from sine edge of Gap shingle �805 1� 1" (25 mmj (2 mmj 1211 a 5/8' �305 mrn) (1431 Mm) Nailing pattern all applicatlons - two rims per shingle. MIAMI•DAD; COUNTY FROM NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 8 of 9 CEDAR CREST 1/4'' wide bead of adhesive, 4" long, 3/4"-1" from side edge of cap shingle .fir-z., �;•; :. ,Overiay � ;,.,.: .., ...`0'. l" (25 mm) 12" 8 5/8" (305 mm) (219 nun) 12" I (305 mm) Nailing pattern all applications - two nails per shingle. END OF THIS ACCEPTANCE NOA No.: 17-0824.05 Expiration Date: 11/15/22 Approval Date: 11/16/17 Page 9 of 9 M - DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA CertainTeed Corporation 20 Moores Road Malvern, PA 19355 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Ridge Vent 12" Filtered and 9" Filtered LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA# 15-0831.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0213.07 Expiration Date: 06/14/22 Approval Date: 05/11/17 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Materials: Plastic Maximum Design Pressure: N/A Fire Classification: N/A TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description CertainTeed Ridge Vent See detail drawing TAS 100 High density polypropylene low profile attic ridge vent 12" Filtered herein for installation in shingle roof systems. CertainTeed Ridge Vent See detail drawing TAS 100 High density polypropylene low profile attic ridge vent 9" Filtered herein for installation in shingle roof systems MANUFACTURING LOCATION 1. Orrick, MO EVIDENCE SUBMITTED: Test Agency/Identifier Name Report Date Architectural Testing, Inc. TAS 100A(95) 6457.01-109-18 08/08/06 TAS 100A(95) 65453.01-109-18 08/08/06 PRI Construction Materials Technologies ASTM G 155 AVIG-006-02-01 10/18/11 ASTM G 1929 AVIG-005-02-01 10/18/11 ASTM D 635 AVIG-005-02-01 10/18/11 ASTM D 2843 AVIG-005-02-01 10/18/11 NOA No.: 17-0213.07 Expiration Date: 06/14/22 Approval Date: 05/11/17 Page 2 of 4 APPROVED APPLICATIONS: Tradename: CertainTeed Ridge Vent 12" Filtered, and CertainTeed Ridge Vent 9" Filtered System Type: Mechanical attachment of static vent over asphalt shingle roof systems only. Slot: Cut a minimum 1'/Z" slot along the apex of the roof by cutting 3/4" on each side of the ridge. The slot shall terminate approximately 6" from the rake edge. Installation: Place ridge vent section centered over the void at one end of the ridge. Plugged end should be flush with end wall of ventilated space under roof. Pre -fasten first section using roofing nails through pre -drilled nail bosses. Continue to pre -fasten remaining sections, making sure support walls are flat on roof and filter is secure between shingles and vent. Cut final section to length. Ridge Shingle: Nail cap shingles in place using roofing nails long enough to penetrate through the roof sheathing a minimum of 3/16 of an inch. Use nail lines provided on vent. Net Free Area: Refer to manufacturers published literature. Minimum Slope: 2:12 LIMITATIONS: 1. Refer to applicable Building Codes for required ventilation. 2. This acceptance is for installations over asphalt shingle roof systems only. 3. CertainTeed Ridge Vent 12" Filtered, and CertainTeed Ridge Vent 9" Filtered Ridge Vents shall not be installed on roof mean heights greater than 33 feet. 4. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 5. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. NOA No.: 17-0213.07 Expiration Date: 06/14/22 Approval Date: 05/11/17 Page 3 of 4 DETAIL DRAWINGS b.= 13.8 CERTAINTEED RIDGE VENT - 1211 FILTERED CERTAINTEED RIDGE VENT - 9" FILTERED END OF THIS ACCEPTANCE NOA No.: 17-0213.07 Expiration Date: 06/14/22 Approval Date: 05/11/17 Page 4 of 4 MIAMI•DiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/eeonomv CertainTeed Corporation 20 Moores Road Malvern, PA 19355 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Underlayment Systems LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA revises and renews NOA# 17-0306.07 and consists of pages 1 through 9. The submitted documentation was reviewed by Freddy Semino Im NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description WinterGuard HT 36" x 65' ASTM D 1970 Modified fiberglass reinforced, bituminous sheet Manufacturing Location rolls material for use as an underlayment in sloped roof #1 assemblies. Designed as an ice & rain shield. WinterGuard Granular 36" x 65' ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Manufacturing Location rolls bituminous sheet material for use as an #2 underlayment in sloped roof assemblies. Designed as an ice & rain shield. WinterGuard Sand 36" x 32.5' ASTM D 1970 Embedded sand surfaced modified, fiberglass Manufacturing Location rolls reinforced, bituminous sheet material for use as an #2 underlayment in sloped roof assemblies. Designed as an ice & rain shield. Diamond Deck"" 48" x 250' ASTM D 226 Synthetic, scrim reinforced underlayment for use Manufacturing Location rolls Type Il under shake, shingles, slate or metal roofing. #3,4,&6 MetaLaymenem 39 3/s" x 61' ASTM D 1970 A film surfaced, self -adhering underlayment for Manufacturing Location rolls use under metal roofing. #1 Black Diamond"' 39 3/8" x 68' 7" ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Manufacturing Location underlayment in sloped roof assemblies. #2 Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 39 3/s" x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufacturing Location rolls Grade G membrane with non -woven polyester mat #1 Type I reinforcement for torch application. All Weather/Empire Base Sheet Manufacturing Location #1 Flintlastic GMS Manufacturing Location #1 Flintlastic SA Cap Manufacturing Location #1 Roofers' Select Manufacturing Location #5 RoofRunner Manufacturing Location #6 39 3/8" x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. rolls Type Il 393/8" x 32' 10" ASTM D 6164 Granule surfaced SBS Modified Bitumen rolls Grade G membrane with non -woven polyester mat Type I reinforcement for mop application. 39 3/8" x 33' 11" rolls 36" x 144' rolls 48" x 250 rolls MANUFACTURING LOCATION: 1. Little Rock, AR. 2. Shakopee, MN 3. Hangzhou, China 4. Silvassa, India 5. Shreveport, LA 6. Dadra, India TAS 103 Polyester reinforced, self -adhering SBS modified bitumen cap sheet. ASTM D226 An asphalt -impregnated, organic felt reinforced Type I with glass fibers, roofing underlayment. ASTM D226 Synthetic, scrim reinforced underlayment for use Type II under asphalt shingles. NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 3 of 9 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 C32240.03.10 ASTM D4977 03/04/10 C30890.03.10-1 ASTM D1970 03/17/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C40050.09.12-2 ASTM D1970 09/28/12 C45240.01.14-1 ASTM D1970, TAS 110 01/15/14 C32930.01.1 I -R2 ASTM D1623 01/20/14 C45240.01.14-2 TAS 103, TAS 110 01/24/14 SC6465.05.14 ASTM D 226 05/29/14 SC7470.10.14 TAS 114 B 10/21/14 CTR-SC11145.09-3A ASTM D4601 09/19/16 CTR-SC11415.11.16 TAS 103 11/28/16 CTR-SC11505.12.16 ASTM D1623 12/22/16 ACT-SC14110.06.17-1 ASTM D 226 06/29/17 ACT-SC14110.06.17-3 ASTM D 226 06/29/17 PRI Construction Materials CTC-071-02-01 ASTM D6222 08/08/11 Technologies, LLC CTC-093-02-01 ASTM D6164, ASTM D4798 08/09/11 CTC-163-02-01 ASTM D6757, ASTM D226, 05/09/13 ASTM D4869 InterTek Testing Services Ltd. 10103165000Q-002C ASTM D226 08/13/13 101227796COQ-003C ASTM D4798 08/13/13 10103165000Q-005C ASTM D4869 08/13/13 QAI Laboratories RJ3502-1 ASTM E108 09/29/14 Nemo / etc. 4S-CTR-18-003.09.18 ASTM D4798 9/21/18 4S-CTR- 1 8-003.03.09.A ASTM D226/ TAS 110 03/13/19 NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 4 of 9 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2:12 to < 4:12) One or more plies of Diamond Deck with a minimum 25" head lap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 72" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) A single layer of RoofRunner shall be applied with printed side up, parallel to the eaves, overlapping each course with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the side lap edge and spaced 15"o.c. vertically and 12"o.c. horizontally in the field of the roll. Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 5 of 9 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) Two plies of Roofers' Select with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the side lap edge and in a grid pattern spaced 12"o.c. in the field of the roll. (2:12 to < 4:12) Two plies of Roofers' Select with a minimum 19" head lap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the side lap edge and in a grid pattern spaced 12"o.c. in the field of the roll. Vertical joints should be offset 72" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with applicable Roofing Application Standards and Building Codes Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular, WinterGuard Sand, MetaLayment or Black Diamond Base Sheet self - adhering membrane adhered to the anchor sheet with a minimum 3" headlap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet must also be strapped. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 6 of 9 Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(5): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type I1 organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6" end lap. Anchor sheet shall be applied at a right angle (900) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet or Flintlastic SA Cap, self -adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: •Flintlastic SA Cap, Flintlastic GTA and Flintlastic GMS may be used with any approved roof tile system mechanically fastened as specified in their current NOA. •Flintlastic SA Cap, Flintlastic GTA and Flintlastic GMS may be used with any approved roof tile system adhered as specified in their current NOA using any foam adhesive listed and having a current tile adhesive NOA approval. Must comply with appropriate Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Codes. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 7 of 9 BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, DiamondDeck, MetaLayment or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. CertainTeed underlayment roofing systems utilizing RoofRunner or Roofers' Select shall be acceptable for use in asphaltic shingles. 3. CertainTeed underlayment roofing systems utilizing Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as specified in the surfacing option of the approved assemblies. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. RoofRunner and Roofers' Select shall not be left exposed as a temporary roof for longer than 30 days after application. 8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or Miami -Dade County Product Control for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 10. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 8 of 9 LIMITATIONS: 13. The maximum roof slope for use as roof tile underlayment in direct -to -deck tile assemblies shall be as follows. Use of loading boards or batten strips is required on roof slopes greater than that reported in the Table below to prevent slippage. TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE ASSEMBLIES Underlayment Tile Profile Staging Method Maximum Slope Flintlastic GMS Flat / Lugged Max. 10-tile stack 4:12 Flintlastic GTA Flat / Lugged Max. 10-tile stack 6:12 Flat Max. 6-tile stack (4 over 6:12 Flintlastic SA 2) Lugged gg Max. 6-tile stack (4 over 5:12 Cap 2) END OF THIS ACCEPTANCE NOA No.: 19-0506.02 Expiration Date: 11/24/24 Approval Date: 07/25/19 Page 9 of 9