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Ek%arlor ?ACTS Cai29ary SuBcateaary Sivsngcrig a=x`_eriorC3car.Assi:rrib?ies CanpEiFece itii od C r=i<<ea:ior 'hark is tisti) Cartificatiq Agency i�irtio�r and Daor >wians3Pac::rwr assccat]ar Validated 5y lti+;rets:v aid Door, Man:�r"sue era-s Associa Refer=r..c�d stand-Wd anyear >;A: standard) standard u2e- ; , yi E - 3 b 20i4 T s 9Sf-, =quiyslence of, Product standards certitirad 3v z ar r^ :hat trlar=.are a. t arises Ira the new Flories Building. rr:.v prCduct{s) and my Product[s7.Ere. Ccr'^..p ancs v::"iz rhe'em.. I -da 3uiidlny Code. DGcumant2t3cn fro M.j. 0Grav�ec. MVa3aationar LfnSidaii;5^ W!?tit': ,��_. Va. N/A ^.trrsc I �irireUlFr5eir3ahtrilritnn.nrrirrinr ant,s?tl.as.^.x�Ar.rt-^.=•°+C`I^ �: ^ v:sY?i= Va?�b^^f;�' 3oGsaMVhc�ZB I�c43a2ikVVb4ii1�i9GvGE 1rL}4S3d°43d 'I :3 Vi12021 r product Approval Method. Date..Submitted pate Valldated Date Pendtng FBC Approval Date. Approved FL..9 7220..2.1 Florida Building Code pril'Ine :viethod `T Optiorl:A Side. hinged Vdood Shed. Door (outswing - Douhie Door) Limits Of Use Approved for use in HVHZ: Yes. Appro�ed.fnr Use outside liVHZ. yeg Impact Resistant: N/A Design Pressure: +421-42 Other: StrUctural. only 01)2112021 01/2!1za21 61J2612021. i Description Side -hinged Mood Shed Door {OuCSwing - UDU13LM �U, l r Maximt3m. Size 13D,25" wide by 84" h h Certification Agency Certificate F 2 D2 R4 CAC Tuff45 CCL. r Quality Assurance Contract Expiration Date 06/14/2028 . ii]SWIl3k19ri. Instrartians. Rd II AP-F - EN-R3 E]oubi iD ar Rd{ Verified Sy: Window. and Door Manufacturer Association Created by. irtdependent'Thlyd.Party- Evaluation PeVorts Created by Independent 7blyd .Party:. Side -hinged Wood Shed poor ? 51de-hinged.Wood Shed Do- (Du tswing - D.t1ble poor) HVHZ ` Mamu xim Size 60.%56 wilt ny a4" high 222112.2 (Outswing ❑cubic Unor} FiVHZ Certification Agency Certificate Limits of Use Approved for use in H17HZ:. Yes 2 R4 C CA Tuff4�SCCL._0df. i quality Assurance Contract:Faepiration 03te Approved for use. outside HVHZ: Yes p5 fj �}j2n28 Impact Resistant: N/A l}esign Pressure: +54/=54 Installation Instructions FLzaza� R4 II AP-FL-pC�EsN 3 [Qauk]Ie D or - FiVHZ}nP f Other: Structural only i .Verified By. Window. and Door ManuFatturerAssociation 'Created by independent Third Party: Evaluation Re¢arts Created by Independent Third Party; 22242.3 i side -hinge Woad Shed Door Side -hinged Wood Shed Door (Outswing : Single Door) s Maxirhum Size S6"Wide by 83.75" high [outsw ng Single Door] certification. Agency Certificate Lirnits of Use Rti C CAC Tuff456CCLpdf E Approved for a e in HVHZ:.Yes Quality Assurance Coritract Expiration Date I Approved for vase outside H"Z: Yes ; .05]14/2028 . ympact Resistant: N/A Design pressure: +42/-42 In.Staflation Instructions. 2 4 iS AP-FL-p EN-02 Sin le QQ0 f Other: Structural Only and Door Manufacturer Association Verified Sy: W"indo.w i . Created by Independent Third. Party: Evaluation Reports. I Created by.independent Third Party: r22201&- side-n':nged VVtad snea Door i (flutsµting Singfe Door] iiVHZ i Skpe-tifngea woad..Sr»d ❑ddr (OUM%Mkng -Single. odor?. HVH� ..Maximum Size 56" viide by 83.75" high CertificationAgencyt;erturlc— Litnits of Use r jjjZ20 R4 CAC 7uFf4 SCC pdf ApPra d for Lase in HV 4Z' .Yes . 'Quality Assurance Contact FxpiratFlsri Dale. Approved:for use outside 14V Yes fl6J1�12Qi8 Impact itesistant:. NIA ;.Installation Instructions pesig" pryssure: +541-54 f �:�72D2 =�� P7-F72 (SInale Cioar_- HViiZ]_odf otiber: Structural only i Verified By.; Window and Door Manufacturer Association. ': Created by Independent Third Party: evaluation Reports' Created. by independent Third Party: = er c 11s :i 26lllal��r drone RoidTaila pass F 32399 Ponc: n•s 7-182a. [ 26 7.20 3 SS re of FlorCd ..;: Aryvacv Siatament ::.Ac s=ihill State a :. Qe ^d Ska m nk i77o: State of FiCrida w aft. AJ jBEa em RloYer. ��'= . cnd ronic xatacr.85o.a87.1395: 'Pursuant to sceeon 453.x75{i ).. Uj oer F WIda: law, emalS addresses etc ¢ubliC retards, if you.de �o: �.ianx ya ur c-mail odd.y released plresponsevonC a S0-4a ,139rcw; �4�f 6 a h Yesone. The emal s mail m. lhf onclLy. Iastcad,. oo ct Lhra office 'by �`oAe dr py.cmd'. nal rr,aii. If yec� kldv¢'..]ny gY�=tIC�+• pICA�+r [a cWI w hls ones, nf?rctive 6ttoeer.l..2I71Z, licensees larlsod Under CIy2¢rer 455, f:S. i proylda she gepertmevo 4rdo not wnh an emall_o 5UPrjjjy. mer lease s% lease p yda tm�y be Zt nepartmefor t rri[ en emomm.ma� $ d Ir t wh.:ch tan b= made ova[ a61c m ka P n rc. To..de arm nke it yov ar3 a l Cenlee and f Chaptew 455 F,5„apapdm Please producsApprovalAcceyu_. 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Sdbrnit Surcharge Stats'& Facts Publif i3tions Contaet Us ? 5CI5 5ite Map Links Search Product AggroGAh Menu Product or.5q 1-srhearth 7 Application List ppplica I n I]etat FL # FL26743-R2 Affirmation Application Type Affirmation Code Version 2020 Application Status. Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance. Representative Address/ Pho n elE m a i l.. Category Subcategory: ComplianceMethod Morida Enghwer;or•Architect Narne -who developed the Evaluation Report. Florida License .Quality. Assurance Entity Quality Assurance Contract' Expiration date Validated By. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Cade TAFCO Corporation 1953 N. 17th Ave. Melrose Pa.'rk, IL 60160 {773.] .301-7778 m1keOEL tafco.COrn Lucas -Turner Luke@TUrnerEQ.cdm Windows' Horizontal Slider Evaluation Report. from a Flprida Reg istered..Architect or a Licensed Florida Professiona..l Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE-.S8201 {]FiJ17/2426 Scott Wolters, PE Validation Checklist - Hardcopy Received FL20743' R2 COI Eva3RepnrtFPA-$2004 pA Standard AAMA/WPMA/CSA 101/I.S.2/A440 I affirm that there are no changes in the new. Fiortda Buiidino Code which affect my product(s) and my product(s) -are.ir compliance. with the new. Florida Building Code.. Documentation from approved Evaluation.or Validation Entity Yes No NA FL20743 RZ COC 7thE��pdf Product Approval Method bate. su brn'tted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL #k Model, Number or Name 2074a.1 series.82600 ~ Limits of Use Approved for use in. HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other- Please. see installation drawing and evaluation report for additional details and limits.of use. Method 1 Option D. 01/27/2021 01/27/2021 02/04)2421 Description PVC Horizontal Sliding Window Installation Instructions FL20743 R2 11 FPA-82000.pdf Verified By.: Lucas A. Turner PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20743 R2 AE EvalReportFPA-82000.pdf Created by Independent Third Party: Yes I Contact Lis ;: 2601 61 bir SEane Road, TaI€ahassee FL 32354 Phone: 950=487=1824 The. state of Florida is an AAIEEa. am ployen.Cgp}yrl a ht 2007.2013 State of Fldrld�l, Pri�acyZState men t AiCi95si 6ilitv.5; to cement Refund Ste tement Under Florida law, email addresses are public retards. 1Fyou :do.not want your a -mall address Feleased in response 0 a public -records requdst,.do not send electronic mail to this entlty. instead, mntact the office by phone,ur by.tradibonai mail, I you have any questions; please cphtadt.950.487.1395. •Pursuant to se[tion 455.275{1}, FinridaStatutes, :effective Gctdber 1, 20i2, Iicemees I!censed under Chapter 455; F.S. musk provide.the Department wlW an. email address if they have one. The .ema!Is provided maybe used for offdal communication with the licensee. However email addresses are public record, If you do rlot.wmh to supply a personal address, please provide the I7epartmenYwith an emaik:address whkh.can be made available to the public. To determine if .you are a licensee under.Chapter 455, F.5" please [lick. here Product Approval Accepts: ®. k;keck Credit card Safe �zv�—SLB--LivB �sd 0 9 SIONIII3. `AVd 350HI N '3.Ad HILL HiZ�CN �96L NOUV' JOAO:D 034VJ 'd.kL '?3N40D Y1. nAI cy jluig r LL� v �d' NOZI�QH -1kIVIn 'C' ,,,,........,:, -'d . m ru.tLL wmw �. [ env ",..;r4 as D i7:s- a�'ncarn� m �v4 "77.v n N O d� r -;A~: ieTja�a ]n ¢ a a _ C7: a _n9 " dkL '931%'23 '-¢x � I w-fry ll �a.a f € c e Ta N 1HJ13H VTO d:WA 'XVV4 .BIZ fl4 x x .J 10 ' i 2 n N j 1 j i ,• 11 N7 l'i P L-IHPI x6 H '0" C HSHS 'XVVI A E/L 5V.. _ z F ¢ � r V w � w. z' N � Q W , 6 .QN LLj M n N h f V+. p u�. p a bra :x z ¢ Z r a w m x CD a st;E C'jQ Vl�K 2' Q ', H NN Q w U W a x z:� � uy Uw 1Y r. ww 0 vi r�� 4} �v]ow ¢.6M ¢¢ 4 plc gov�". w�q �o v a9'€ 4-.y. 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F F F r•�• U1 d1u][gNF,F. n a W za i- L9 [0l L] J - � G� p u�..�.. z a r � I 01 i ny J DI [09 Q LID o 0 Lq M C4 T: 7r u q CC p p � h � 2 „8007 Plorida Building Code Online 6CIS Home Log Irt ' Vser Regiserat+ors I r€at topics f .-Jb FHt Surr-harge Product.Approvat USER: Public User ...=`•'S::s��g�:�swa.wa?-•r.~eas^`s�i�" ��.. ...... ...-.0 �: �1� �?'F:'�fSN.'-.S-s:',�1ie'"�s.�-.7,"-.i��Z�� �j�: .... ai31.1'"5 �3�•ii?�S �^n Slats &"Facts publicafsvrs contact Us ECiS Site hiep Links.' .search ... c.. r.._ .: - Prodir rgpr Ja�f__-_,i4ery � P.^:�du[r or RP Q, i[atiori Seaim > Ap icati nn L:st Application DOB FIL Application Type Code Version Appllcation Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Atld re ss/ Pho rie] Ema i i Qual.ity.Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Ft9I90-R9 Revision 202a Approved LP Building Solutions 414 Union Street Bank -of America Plaza Suite 2000. Nashviller. TN 37219 .(352) 425 7457 cw, macomber@Ipcorp.com CW Macomber cw.rnacomber@1pccrp..com. CW Macomber 5712 sW 40th:Place ocalo, FL 34474 (352)425-7457 cw.rnacomber@lpcorp.com CW 'Macomber 5712 SW 40th.Place: Ocala, FL 34474 {352) 425-7457 cev:macornber@ipcorp.com Panel Wells Siding Evaluation Report from 'a Florida Registered Architect or a Licensed Florida . Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Narrie who developed the Do. Kim, PX.. Evaluation . Report Florida License PE 4949.7 Quality Assurance Entity APA - The Engineered Wood Association Quality Assurance Contract Expiration Date. 12i31/2030 Validated By James L, Buckner; P.E. @ CBUCK Engineering Validation Checklist - Fiardcopy Received Certificate of Independence Referenced Standard. and Year (of Standard) Equivalence of Product Standards Certified By FL9190 R COI certificate P independence,o�If Sections front the Code 1405 1604;3.1 liftps://www.fkohd0buiIding.orglprlpr_app dtl.aspx?param=wGEVXQWtDquJPW%2b4UtP1LiM%2NA.7w4rtSE%2bkuUji%24UgYQ%3d ?i2 At.lp i At the time of manufacture, siding meets or exceeds .tha performance standards set forth in ICC-ES A1321 and has achieved code recognition under ESP-1301, CCMC11826-L, APA recognition under PR-N124, and HUD recognition under HUD-MR-131St. For copies of Product Approvals go oriline at https;/Jlpmrp.comlresourcesjp P roduct-literature) .or call L.. Customer Support at 8�0 648-6893: • Minimum GInch (152 mm) clearance must be maintained. between siding and finish grade (ground cover), Siding appkied.adjacent to porches, patios, walks. etc. must have a ciearance.of at least inch (25.m m). above any surfiace, Minimum Tinch:(25:mm) clearance at -intersection with roof line. Apply.siding in a manner that prevents moisture intrusion and water buildup. All wood substrate that Is exposed to the weather. must be sealed in a manner that prevents moisture. intrusion a.nd water build up. Seal ALL exposed cuts of siding.and.trim. Field spray applied coatings on cuts are not recommended. Sealing can be accomplished by applying a coating.or sealant arcording.to the man ufa.tturer's requirements. Butt joints that are covered with jolnt.moldfng,. sealant orfactory pmfinished end, are considered sealed from the weather. • ..See Alternate Fastening Options far fastening Iap.siding to SlP ICF and Steel Frame assemblies. • DO NOT USE STAPLES. SIDING MUST NOT BE IN DIRECT CONTACT WITH MASONRY, CONCRETE, BRICK,.STONE, STUCCO OR MORTAR.. • 'Store off the ground.weli.supp.orted,.an a fiat surface, under a roof or separate. .waterproof covering, fteep_slding clean and dry. Inspect prior to application, ■ 38 Series Strand Substrate lap may be installed.gn..studs spaced a maximum.of 16 inches (406 mm) o,c, • See Alternate.Fastening0ptions fcrfastening.58 Series Strand Substrate 6 inch (152 mm} and S. inch. (203 mm) lap on studs spaced:a maximum of 24 Inc (610. mm) o.E. • 76 Series Strand Substrate lap maybe installed on studs spaced a maximum of 24 1nches (610 mm) o;c. 38 AND 76 SERIES STRAND. SUBSTRATE SMOOTH FINISH OR CEDARTEXTURE PRIMED LAP SIDING For installations over rnasonry or concrete walls, the wall shall be furred out and open at the top and battorn of the walI to allow for convective ventilation between framing spaced 16 inches (406 mm) o:c. The.frarning shall.beof adequate thickness to accept 1-112 inches (38 mm) of nail penetration. A properly installed breathable water-resistant barrier is required between the siding and masonry or concrete Walls. �mY:"%�.. :u:�.: �= �.i..G ns�.'•x`."i i"J, -s3-.. :�-3'' :'r%7`. .: x __•. �rJ t.a..r5:• • Moisture control andmoisture:vapor.control are critical elements of proper housing.d..esign..Check your local building codes for appi'ication procedures for handi1ng.molsture and Water vapor in your area.. • When using wet blown ceklu.lose insulation, the insulation must not be.in direct contact with the siding and:it.rnust be allowed to dry a minjmijm of 24 hours or longer if specified by the insulation manufacturer. - As with all wood products, do not. apply engineered wood sidingto a. structure having excessive Moisture. condMons such as drying conMte, plaster or wet blown cellulose insulation. If such conditions exist, the buildirig should be well ventilated to allow it to.dry prior to the application of the siding. Siding Iriust.not be applied to.green.or crooked structural framing members, Do not apply siding over.rain-soaked or buckled sheathing materials.. • Gutters are recommended for control of roof water runoff. Application instructions (cant.) ra 8a®• � �• All openings must he properly sealed orflashed:In a marni�?r that prevents moisture intrusion orbuIIdup,. Several examples that accompiish.this are shown an thefollow! ng pages. • InstaII R1dc out €lashing to. direct the uvater Jnto the.gutter Install step flashing with minimum 4 inch upper leg t PraperIy integrate flashingwith the. secondary water=reslstiVe harrier: Use.housewrap, flashiing tape, Z-flashing, or.other items as needed to ma!ntain the counterfiashing principle. • 0O N❑Textend the .sid1ng or trim into the Icicle -out flashing or gutter Maintain a clearance between the end of the gutter and. the adjoiningwalIto allow for.proper maintenance of the.sidIng Prime and paint.ALL exposed cut.edges Min. 1"clearance between trim and roofing Clean rain gutter Do not run trim or siding inside the kick out flash! ng Prime and paintalli exposed surfaces including alI.drip edges or where water Will hang. • Apply finish coat as scan as: possible -or within 180 days. of application, a High-ouaIity.acrylic latex paint, specia.i[Vfo muiated.for use on wood and engineered wood su In strates, :is highly reciorltMen ded; Semi=glass or satin .flnish oil or aIkyd pal nts are. acceptable, For fIat.alkyd paint, please cheek with the coati n.gman ufacturerfor their recomrnend.ations for use on cam posite woad siding. • Follow -the coating manufacturer's application and. maintenance instructions. DO NOT USE • stain. • Vinyl -based paint (Iiicev.inyl.acetate, a PVA), HANDLE PREFINI5HED LP SMARTSIDE PRODUCTS WITH EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH UP ANV DAMAGE TO THE FINISH THAT MAY OCCUR DURING APPLICATION PER. PREFINISHERS SPECIFICATIONS. • in braced wall assemblies, use minimum (0,113 inch s.hanic diameter) hot -dipped galvanized nails for.38 and .76Series panels and rniniMu.m (0.131 inch. shanic diameter) for190..5eries panels. Do not Use electroplated fasteners. Refer to your local building code to. verify the minimum allowable fastener size. • Penetrate structural framing orwood structural panels and structural framing.a minirhum of 1-112:.Inches. • For 38 Series panels, double nailing procedure rneets wall bracing requimmerits and 5116 inch shear wall design values. 1".ftom edge All gnment head. gap Figure 1 Double row of nails • Fvr.76 and 190 Series panels, single nail ing:meets wall brac- ing requirements.. To meet the eguivalent.3/8'inch shear wail design values, double nailing procedures must be used. It may be.necessary to angle drive the second nail in order to penetrate the framing. Seal nailsdriven below the surface.. 3/8" from edge.. Alignment bead 118" gap Nail penetration min.1-1/211 Figure-2 Single row of nails. Application Instructions (cont.) CONDITION CORRECTION Shearvalues for panels applied directly to studs shall be no greater than noted in Table 1. of the ICC-ES Report ESR-1301 nr Table 1 of APA PR-N124. • Not warranted for application on ICI= assemblies. 38 and 76 Series.panels must be installed on 16 inch o,c. fram! ng only. When installing.on 24 inch o,c, framing,190 Series panels are. required. • Backside of panel mustnot Come in contact with masonry or concrete foundation. Do not force siding into place... Maintain the illustrated 1/8 inch gap behind the. jolntto.allow for expansian,whiie the panel equilibrates with the local environment. • DO NOT INSTALL OVER ALIGNMENT BEAD. Install panels in light contact to the.edge. of alignment bead: (see. Figure 1. and Figure 2) Climb cut the surface of the siding such that the rotation of.the blade cuts downward on the primed or prefinis.hed surface.. • Where siding butts window trim, door casings and masonry, etc, leave a 3/16 inch gap. and seal. Insulated Sheathings LP.SmartSlde Sidings may be Installed. oyer low -compression rigid foam or exterior gypsum. The following precautions must be followed;. a) Adequate bracing of the wall in accordance with the International Codes or other ruling building Cade is required, b) For rigid foam sheathing up to 1 inch (25 mm) thick,.siding. may be nailed directly to the foam sheathing unless a drainage plane is required by the focal building code. Nail length must. he increased to ensure a minimum 1-1/2 inch. (39 rim) fastener penetration into the structural framing. C) For rigid foam sheathing greater thar I inch (25 mm), a minrnum 171/2 inch (38 mm) thick by 3=1/2 inch (89:mm) wide vertical strapping or furring strip must be installed dyer the sheathing to provide a solid, level nailing base for the siding. The strapping must be.secure IVfastened to structural framing.spaced no greater. than 16 inches o:c. (406 mm) with a minimum nail penetration of 1-112 inches (38 mm) and a maximum nail spacing no:greaterthan the width of the siding. Loulsiana-Pacific Corporation will assume no responsibility for any damage or condition arising'from theuse of rigid foam or..exterlor gypsum.. Figure 3 Do not let. panel ' contact masonry (see Figure 7A and .7B) 12" max. field nailing 6".max. perimeter nailing 6" min. ground clearance Snug__ ........ .-..__..._ _ Flush ........ Visible fiber_ Countersunk 7/95°-i/s"_ Countersunk more -_ than i/s" 4" min.. vertical #lashing 1" min. clearance from ronfi ng OK Paint Apply sealant Apply sealant and . re -nail Figure 4 LPS�nAR3T5[r�'ANX $ pb�Ew HORIZONTAL WALL JOINTS BUTT R FLASH Siding 3/8" min. LlBlocking gap RI A Sloped flashing with 4" vertical leg Fi.gure:5A 1" min. overlap LAP Prime and paint bottom drip edges Blocking. panel Figure.58 LAPPED HORIZONTAL -WALL JOINT Siding: Framing (band joist, s truss chard,.etc.) 1" min. �e Wall Framing overlap Figure 5( ppuc►4 om INSTRUCTIONS(CONTO) sheathing to provide a solid level nailing base for the siding. The. strapping must be. securely fastened to structural framing spaced no greaterthan 16 inches (406.mm) ❑.c. with a mini= mum nail.pe.netra.tion of 1-1J2 inches (39 mm) and a maxir w-n .nail spa cin.g.no greater than the width of the siding. Louisiana-Pacific Willa ssu rhe nu respan sihiIityforany damage or tonditionarising from the use of rigid foarn insulation shed#ping 0 exterior gypsum. Min.1" overlap Sheathing; Breathable if required Water-resistant barrier Extend siding Siding roust not "`'' contact masonry below plate _ _ - Min: 6" finish grade clearance. 4 Figure 2 Nail min, 3/4" from top and. 318" from edge r I Butt joints must occur over studs. r A minimum 3116 inch (5 mm) gap Is. required. at ALL butt joints. If joint caulking option is selected, seal all gaps at butt joints '. with a high -quality exterior sealant rneeting:the ASTM C920, minimum Class 25 sealant. • If joint moulding option is selected, add the thickness of the webto the.gap allowing a net3116 inch (5 mm) space for expansion. + if siding is prefinished, gap does .not require sealant or jolnt moulding when tacked with minimum 4 inch (102 trim)wide flashing and the. ends.of the siding are factory finished. 1 [[PAMR:D GCI[SNEY CLIA° E �a3a {tat. 3116" gap bottom of siding LP Strand Substrate.Lap Siding may also be installed in compliancevvith Category $1 a= Exterior Wall siding and sheathing for Wildland Uhban InferNce.(WUI) app) icati60s atop LP FIameBIack sheathing. Refer to FlameBlocic installation instructions and product data sheets. All LP lap sidings may he installed as exterior siding in Wildland Urban interface (WUI) applications installed over one [aver 514" (16.nrn) Type X.gypsum sheathing applied behind the exterior covering or cladding on the exterior side Of the framing. They may also be. installed overthe exterior partipn of'a 1-hour fire -resistive exterior wall. assembly designed for exteriorire exposure including assamblles using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Resign Manual. The LcuislanaPacific Corporation {"LP"}.LPISmartSide Siding (the. "Products" ) limited warranty (the "warranty") appiles only to structures'on which the Products have been applied, finished and maintained in accordance with the published application, flnlshing.and maintenance instructions in effect at the time. of application. The failure to follow such application, finishing or maintenance instructions wlll void -the Warranty as to the partion of. the Products affected by the variance (the "Affected Products;'). LP assumes no liability for any loss or damage sustained by the Affected Products and. is expressly released bythe. purchaser or owner from any:such loss or liability. Any modification of the Warranty's appii€cation, finishing or maintenance recluirements is void uniess approved in writing by LP prior to application. For a.Copy of the warranty or for installation and technical. support, visit the LP SmartSide product support.Web site at: www.lpsmartsidexom or for additional support.call 8110-548=6893. WARRANTY REMEDIES ARE NOT AVAILA13LE.IF REQUIREMENTS ARE NOT FULL©WE[].. ® WARNING. Drillingf.savving, sanding or machining wood. products can expose Vo.0 to wood dust, a substance known to the State of California to: cause cancer. Avoid inhaling wood dust or use:a dust mask or other safeguards for personal protection. For mare information go to www.p6SMrningma.govjwoad. mS 1%� W- Od TRIM & SIDING if [:7— E.pof51 and -Pacific Co: pora lion. M [igh[s reseved: LP and-5 Ma: tSido are leg stared trademarks of to uisiana-Pa cl f3c Corporation. Pri nted. sn U.S-A. NOTE: j�a Lies i3n a- Pat l tic Co rp o-ati on period i calfy upd a to s a Lid ravis e5 is prod urt inform atl on. To � arify that this.vors i an i!, [Linen:, calf r17G-F48.6833- q ■ n" f:�F• Hgure.1:Q i r bottom cure dated Figure IOE - ........... ........ .... ..- alternate. inside corner details Gap 3/16" and seal Gap 3/16" and seal -- -- _ - -1�7 hipImp Edea Rgrial panel joint Figure 161) daulk 3:fl�.y`s� � e a.dj�{!qr 6 in, minimum ground clearance Agure:IOC LFZBGW 04109'2026. At the time of manufacture, siding: meets or exceeds the performance standards set forth in ICC-ES A.C321 and has achieved code recognition under ESR-1301, CCMC 11826-L, APA recognition udder PR-N124, and HUD recognition under HOD -MR# 1318c.. For copies. of Product Approvals go online at.httpS., JIPcorp.comI.resources/produrt`I'iterature/.orcalI LP Customer Support at $O0-64.8-6893.. Strand Substrate.panel siding with 5ilverTech or.5mahFinish is specificaliyforsheds and other Outdoor structures where .the interlorwali cavities will remain permanently exposed, Minimum 6 inch clearance must be maintained between siding and fin.'rsh grade {ground cover}, • Siding applied adjacent toporches, patios, walks, etc: Must have. a.cleara nce of at least 1 inch above any surface. Minimum.1 inch clearance at intersectio n. with roof line Apply siding in a. manner that prevents,molsture intrusion and water buildup, All wood substrate that is exposed.to the weather must be sealed in a manner that prevents moisture intrusion and water build up, Seal ALL exposed cuts of siding and trial. Field spray .applied coatings. on cuts are not recommended, - .Sealing can be accomplished by applying a coating or sealant. according to the manufacturer's requirements. All exposed wood substrate roust be sealed1n a manner that prevents moisture intrusion and water bull dup. LP does not recommend LP SmartSide Panel for use in ICF assemblies. If used, LP will not warrantfor Buckling and Shrinkage. However, balance of warranty does remain Intact. Use nails to fasten LP SmartSide panel siding tip structural framing. The use of.alternate fasteners such.as staples is permissible.only.when allowed by I -Codes and where the size, embedment; placement, and number.of alternate fasteners is designed. by a licensed design professional anal approved by local building official. The use of. alternate fasteners, however; is not recommended and L.P will not warrant any damage or performance:fail wes to :the extent caused by using any alternate fasteners. 51I?IN6 MUST NOT BE.IN DIRECT CONTACT WITH MASONRY CONCRETE, BRICK,.STONE,.STUCCO OR MORTAR. a a • Store off the ground well supported, on a flat surface, under a. roof or separate waterproof cover!hg • Keep siding clean and dry. Inspect prior to application. STRAND SUBSTRATE 38, 76.AN0.190 SERIES PRIMED PANEL SIDING INCLUDING SILVERTECH Er SMARTFINISH Strand Substrate 38 and..76 Series panel siding must be installed with the long dimension vertially on. stud s.spac.ed max,16 inch o.c. When .installingon 24 inch ox. framing, 190 Series panel siding is required:. • Moisture. control and watervapor.controi are critical elements of proper housing design. Cheek your local building codes#or application procedures. for handling moisture and:watervapor in your area.. • When using wet blown cellulose insulation, the insulation must not be in d1rect.contact with the.siding and it must. be allowed to dry a.m1nimum of 24 hours or longer"if specified by the 'insulation manufacturer. • As with all wood products,.do not apply engineered wood siding.to a structure having excessive moisture conditions such as dryingconcrete, plaster or Wet blown cellulose insulation.. If such conditions exist, the bulid !rig should be well ventilated to allow it to dry prior to the.applicatior of the siding, • :Siding must not be applied.to green or crooked structural frarning.members. Do not apply siding over rain -soaked or buckled sheathing materials, • Gutters are recommended for control of roof water runoff, • LP strongly recommends the use of a secondary water -resistive barrier behind. all LP 5m2rtSide siding. A properly installed WR8 provides a.second line of defense to incidental moisture behind the siding:. r The LP SmartSide:Iimited warranty does not expressly or implicitly cover water penetration. LP does not assume responsibility for anywater .penetration. • Use an exterior quality non -hardening,. paintatle sealant..Use Class 25 or higher.exteridrsealant meeting the ASTM C920 Standard farSpeclflcation for El astorneric joint Sealants: Follow the sealant manufacturer's instructions for application. APPLICATION INSTRUCTIONS (CONT.) • Install ldck-out flashing to direct the water into the gutter: • Install step flashing with.minlmurn 4 inch (102.mm) upper leg. * Properly integrate flashing with the secondary water-resistant barrier.. Use housewrap, flashing tape, Z-flashing, or.other. items as needed to maintain the counterflashing.principle.. • 00 NOT extend the sid 1 ng. o r tri m into the kids-ou# flashing or gutter. • Maintain a clearance between the end of the gutter and the adjaini!ng WalI to allow for proper maintenance. of the siding. • Seal ALL exposed..cut edges. 11 LP Siding Min..T' clearan.ce between siding and roofing. • Far best results use a high -quality 1000la acrylic latex..exterior paint, sped aIl.y formulated for use on wood and engineered. wood substrates is highly recommended; oil.paint is acceptable. iio NDT UsE: •. Stain. • Vinyl -based paint (Vinyl acetate or.PV.A), SMOOTH FINISH Lap Siding: • For.best.resuits use satin finish. CEDAR TEXTURE Lap Siding: For hest results use satin.ai semigloss finish; PREFiNISHED Lap Siding, • HaWe pref 1nished LP Smart5ide Ia.p siding with extreme care during storage:and application. Touch up any damage to finish that mar] occur.during a.ppiication perthe .Pref1nisherssper-if ication s. • :LP SrnartSW6 38 Series. lap. siding maybe attached directlyto framing members spaced a maxlrhum of 16 inches (406 mrn) o.c. • LP.SmanSlde.76 Series lap siding maybe attached directly to 'framing members spaced a maximum. of 24 inches (610 mm) o,c, • Check your local building codes before starting to instail.siding to confirm if wood structural panel wall sheathing Is required. • Butt joints should be staggered oversuccessive courses. • Siding shall be installed with top (blind) nailing, With the nails. Clean rain placed 3$ inch (10 mm) from either end and a minimum of gutter 3/4 inch (19 inm) from the top edge of the board. Fasteners will be exposed on siding located immediately below windowsills, Y' fascia.boards, and horizontal trim.:Fasteners below window sill shall be spaced a maximum of 8 inch (203 mm) o.c. Do riot run siding of trim inside overlap successive courses. pf.siding:a minimum of1.inch.(25 mm).. of.the luck out flashing : Use a minimum (011.3 inch shank diarneter), riot -dip galvanized nail. Trim should be.thick enough so the lap siding does not.extend beyond the: face of th:e:trim; • Trim and fascia must be applied in a. manner that :wiII not aIlow. Self -all moisture intrusion orwaiter buildup. rabbet •.LPI Smart5ide® siding is not designed and/or manufactured to be used as trim.. •..LP SrnartSide trirn and fascia are available in a variety of 1" overlap dimensions, l • Seal all exposed surFacesOncluding all.drip edges or where water will hang. APply :finish.coatas soon as possible or within 180 days of application. Follow the coating manufacture.r's applkation. and maintence instructions. 5 artLock Lap Blind Fastening 314" nail spading Instal SinartLoric Lap consistent:with s eclficaticns.in t is document ,APPLICATION INSTRUCTIONS (CONT.) CONDITION CORRECTION 0Ei Flush ❑K. _.._._ M.. I Visible. fiber Paint I Countersunk 111s 118'— Apply sealant Countersunk more Apply:sealant and 'than 118" re -nail All exposed face nails must be. caulked.and sealed 1n a manner that prevents moisture. intrusion and.water buildup. Penetrate structural framing a wood structural panels and I. structural fram Ing a minimum of 1�112 inches (38 mm). Na11.frum the center of the siding toward theends, or from. one i. end to the other end. NEVER nail from the ends.of.the sioing toward the middle. • Shim siding at stud.s.as. needed, to avoid drawing:siding against uneven wails. Do not overdrive nails. Nail head should seat firmly to face of siding but not be overdriven to dlstort.the . .siding surface. For information on fastening LP.Smart.5ide products in high wind speed. areas; refer to ICC=i S.ReportESR-1301 orAPA PR-N124.. ,Alternative Fastening Option for Strand Lap .Sid! ng over Wood Structural panels and 24 inch.(610 mm) mc. Stud.Spacing _• Limited to 6.inch (152. mm) and S. inch (203 mm) wide lap siding: Wood: structura I panels mustbe a minimum 7116 Category with an APATrademark that contains the consensus Standard DOC PS 2. 38. Series Strand.5ubstate.Iap must be fastened with; Minimum #8 hat dip galvanized tapered head wand screw, spaced a maximum of 12 inches (3©5 mm) o.c, with 1.-112 inch (38 min) screw penetration into stud or:,. - .Minimum.(0:09z in, shank diameter) hot -dip galvanized ring shank. nail, spaced a.maxi mum of.8 inches (203 mm)::o.c. with :1-112 inch (38 m.m). nail penetration. into stud. -:Alternative Fastening Options aver 51P Assemblies Wood structural paneis must be:a minimum 7116 Category with an APA Trademark that contains theconsensus standard.. DOC P5..2. 38 Series Strand Substrate lap must be fastened with:. - Minimum #8 hot dip galvanized tapered head wood screw, spaced a maximum of 12 iriches (305 mm) o.c..ar... Minimum (1092 inch.shank diameter) hot -dip galvanized.ring shank:nail, spaced a rnaximum of 8 inches (203 mm).v.c. • 76 Series Strand Substrate lap must be fastened with:. - .Minimum #8 hot dip. galvanized tapered head .wood. screw, spared a.rhaximum of 16 lnches (406 rnm) o:c, or, Minimum (0,092 inch shank diameter) hot-dip.galvanized ring Shank nail, spaced a maximum of 12 inches (305 mm) o.c. Alternative Fastening Option over ICF Assemblies - Minimum #8 hot -dipped galvanized, tapered head, self -drilling screw. - Minimum penetration.of318.inch (10 mm) beyond the thickness of the nailing f€ange. - Larger screws may be required by the lCF Manufacturer based on the fallowing. mirdrnum withdrawal requirements. Minimum withdrawal value of the I C F nailing.fIange must he. 50 Ibs, with a maximum 12 inches (305 mM) o.c. screw spat''€.ng: • Minimum withdrawal value of the.I.CF nalling flange.must be .31 Ibs, with. a maximum 6 inches (152 mm).o.c. screw spacing. Alternative Fastening Options over: Corrasion Resistant Steel Stud Framing - Minimum withdrawal value of the steel framing must be 50 Ibs. Refer tothe framing manufacturer's evaluation report. 38 Series Strand Substrate lap must be fastened with: Stud spacing a maxim urn spacing of 16 inches (406 rnm) o.c. - Minimum #8 hot-dIp.galvanized, tapered mead,. self= drilling screw. - Minimum of 5 threads beyond. the combined th}ickness.of the siding and steel. stud .fram!ng. - Minimum steel' Framingthickness of .0.032 inch (8 m..m).ar 20 gauge. • 76 Series Strand Substrate lap: must be fastened with; - Stud spacing a maximum spacing of.24 inches (610 mm) o:c. - Miinimum #8 hot -dip galvanised, tapered head, self - drilling screw. - MiniMuM of 5 threads heyond1he combined thickness of the siding and steel stud.frarriifig. Minimum steel framing thickness of 0.032. inch (8. mm) or 20 gauge. CAUTION D6.. not force.siding into place. • DO NOT USE STAPLES. • .Climb Cut the surface of the siding such that the rotation of the blade cuts downward on the primed Wprefinished surface. Where:sAing butts window trim, dad r.casings and ma sonrv, etc, Ieave.a:311.6 inch (5 him)..gap and seal, Insulated Sheathings LP Smart5ide lap sidings may he instalted overlow-compression; rigid foam insulation sheathing or exterior gypsum; The following precautions must be followed-. • Ad equate bracing of the wall In accordance with the. International Bul.lding Codes a other ruling building codes is required. • For.rigid foam insulation sheathing up tot inch.(25.mrn) thick; siding may be nailed directlyto. the foam sheathing unless a drainage plane is required by the local building code. Nail. length must be increased to ensure a minimum 1-112.inch (38 mm) fastener penetration into the structural framing: • For rigid foam insulation sheathing:greaterthan 1 inch.(25 mm), a minimum 1-112.iriches (38 mm) thIrk by 3-1/2 inches (89 m M) wide verticai.strap a furring strip must be installed .over the • .3a and 76 Series Strand Sub strate.Lap must be fastened with: Sloped flashing with 4" vertical leg BALD: BOARD over PANEL FI.I_LER a"x.Sand hoard Filler Board Panel. siccing Figure 6 3�c .�L£r,4:"=P3:�ATE: eiM 1111 PySl ..� . w • �,� Extend siding below sill plate Min.1/8" or ' flashing between Siding and masonry Figure 7A Flashing masonry foundation Figure 7113 [`AP ]FisASFIEO.FIRS �VVINC3OW5ry� :s"'?�<;•�:=T,.::'c7y.��iFYczs� I'�'..�„'°'�"n.,:N�;-e7ri.:��::5;.. Inteyl ,o Install windowldoor per manufacturer's instructions. . 318" gap Sloped flashing 4" vertical leg 11-Trim 1-1� Nail fin {do not damage} Rome 9 PLRR' lI i4NF1 x r.�FN''��_3nGiF3:�;�sr`:•�:,7�,`c.�£r=tr Rsa:�w'.`�.�':.- �ti, F-r.'�}��•. SPACE IOINT 1/g" Refer to nailing instruct! 5cantface width .l1V gap 11a".>;ao LP panel sidings are accepted by the State of California as category. 8140.- Exterior wall:sidingand sheathing for WI Urban Interface (WUI) applications. FarUUUI compliance, install LP panel sidings in accordance with Louisiana -Pacifies printed application: instructions With the addition of fire retaidant seal (UL Listed fire caulk, nominal 114 inch bead) In the vertical joint and nailing pattern of 3 inch a.c, perimeter nailing 18 inch o.c. field nailing. Look for the California State Fire Marshal Office label :on our siding. The Louisiana -Pacifier Corporation ("LP" ) LP Sinart5ioeSid! ng.(the "Products") limited warranty (the."Warranty") applies only to structules on which the Products have been -applied, finished:and maintained in accordance with the published application, finishing and maintenance instructions in effect atthe. time of application. The failure to follow. such application, finishing or maintenance instructions will Vold the Warranty as to the portion of the Products affected by the va:riance.(the "Affected Products"). LP assumes no Iiability for any loss or damage sustained by the Affected Products and is ex press IV released by the purchaser of owner fram. .any such loss or liability.. Any modification.of theWarranty's application, finishing or maintenance requirements is void. and unenforceable unless approved in writing prior to application by the Siding General Manager or his designee and a member of the LP Legal 5epartment. For a copy of the warrantyorforInstall at€ate and technical support. visit the LP SmartElde product support Web site at: wvvw.Ipsmarts! de,com or for addWonal.support call 800-648-5893. WARRANTY REMELIlEIS ARE NOT AVAiLAOLE IF REQUIREMENTS ARE NOT FOLLOWED. Cal. Prop 65 Warning; Use of this product may result in exposure to wood dust; known to the. State of California to cause cancer. -1 ...martbide Figure 8 TRIM & SIDING. 7.or ]!.aui si a rra• va ON to rpaw6a n: AP rights reserved,?„ ,, SmartS ide, 5?]verTecPo and SmarlFlni sh a re mgi s Ye re d tsad ernwkI; pf Lw j e5 i a In a,Pacifi u Cn rpara ttan..Rd nted in U.S.F. NME. LvIna-Pac;fl c Corp aration p a ri od i catiy ap datu a nd revise s its prod uct i nformation. 7i +va ery t tBt this ve r5ior, is cu ne nt. tall 801)-64a-6H 93, APPLICATION INSTRUCTIONS (CONTJ Ensure complete paint:gverage. 9f the 1i drip edge Flash, shim, _... >s gap 318" Figure 3R Vapor Retarder if required t}y ride f14 IP Water - Resistant Barrier Altewnate Butt Joint Treatments Joint Maulding Caulked Butt Joint Gap W16", plus thid(nes,s 3/f6 in. of joint moulding web Gap.3/1611. J l and seal. Il I r77TR7777 Figure 3B Figure 3C x1j.1-11 Figure 3E Figure.3D Figure.3 gap 31T6" and seal gap 3/16" and seal Outside Corner Lpzaosis 0412012020 . ��:.-:�-=ate,"'- .'i:.. n.-.;x. .t::; :•:s,. �:�r - w� s" ([� A F- � - � c • •� s" x�i:!3.5'•'. "•aaf,•i+�`-'. v_v� j�`«;.r. ��lr, •F,.. Wig,. . . tr-:���'r4ct,. -' '•$= r'r�;f<ti?sa":iS�._���i•�i.�::t::x�r z�.: -=;....:i, �. re-^:a.'sxtvs�: _._.._'�:z 9CIS.Rome 'Log In User 114trafidn 140C(16pirs Subm,: Sur6aryc, Sn, M Facts Ptiblications Cbn ad W SCIS Site Map Links: ' Search Fb,'da i Apr +��s, a Product Approvai �} V � U5ER:.puhl;c User Product Approval Menu. Product'Dr_Agolication Search. �. Appiiration US[ + Agplica Lion Detail ly � '�� • �� _ FL # Fi_ifl674-RI6 '°ra .Application Type Revision Code version 2024. Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One .C]wens Corning Parkway Toledo, OH 43.659 (740) 404;7829 greg.keeltr@oWenscorning.com Au.thorized.Signature: Greg Keeler gred. keeIer@owe nscom1ng.cam Technical Representative Mel 5ancrant Addtess/Phone/Erriail 1 b yens Corning. PKWY Toledo, OH.436i59 .(419).376=8360 me1.sanerant@ow.enscornig, Com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report. from a Florida Registered Architect or a Licensed Plorjda Professional Engineer Evaluation KepOm-:Hard.Copy Received Florida Engineer or Architect Name whd developed the Robert 3.M: Nieniinen Evaluation Report Florida License PE-59166 Quality Assurance Ehtity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01/01/2099 Validated By John W: Kne-aev€ch, PE Validation Checklist - Hardcopy Received. Certificate of Independence Referenced Standard. and Year (of Standard) Equiva€ence.of Product Standards Certified By FL 74 R16 COI 2 Ol COI iV1EMIIVEN.pdF Standard ASTM D1970 ASTM P3161 ASTM D34.62 ASTM o71S8 Year' 2015 2016 20.10 2019 Sections from the Code Product Approval Method Date $ubmitted Date Validated Date Pending FBC.Approval Date Apprayed Products Method 1 pptpri D 12/11/202-0. 12/17/2020 12/26j2020 021091N21. pL..# Model, Number or.Narsme Description 10674.1 Owens Corning.Asphalt Roofing ;Y3-tab, 4-tab, laminated, starter and hip.& ridge. shingles i Shingles and Starters .3 Limits of use .Approved for use' in HVHZ: No Approved for use outside HVHZ: Yes' Impact Resistant: NIA Design Pressure: N/A Other: Refer to ER, Section 5. Installation Instructions FL10674 R16 .II 2620 12 11 FINAL ER CC ASPHALT SHINGLES FL1467.4-RI& pdf Verified By: Robert J. M. Nieminen,PE - 59166 Created by Independent Third. Party:.Yes Evaluation Reports FL10674 R16.AE 2020 12.11 FINAL ER QC ASPHALT .SHINGLES FL1C674-R16 pdf Created by Independent Third Party: Yes Contact Us :: 2 Ga SlaIrStane Road, Tallahassee FL. 1239] Phone: 850-487 1824 The State of Florida is: en ANEEO employer.. Coo R}Lght.2007-2Ui35ta te•nr Florida.:: Privacy 5tatemenr :: AccassitiilitVStatement :: Retund.atemeht Under Florida law; email addresses are public records: If you do not Want your e-mail address releIsed in response to a public -records request, do not Send electronic mail to this entity, Inste.ad, contact the office by phone.or by traditional.mai1.If you. have any:questigns, pleage. cantact 95p.487:13SS. +Pursuantto Sectlorn 455.215(I.},. Florida 5tatutes, effective Otto ber 1, 2012, lice nsees.licertsed under Chapter 455; F.S.:muEt provide the Department with an email 6ddress if theyhave one. The emails provided may: be used for official commonicatim with the licensee.: However ern aI[ addressesare public record. -If you do not..wish to supply a personal address, please provide the Department with an email address which can be made available to the.public..To'determine it you are a licensee -under Chapter 455, F.S., please ckk:here .. Product Approval Accepts: Credit Card safe Certificate of Autharizafion,#32A55 353 Christian Street, Unit.#113 Oxford, CT 06478 (203) 262-K45 ENGINEER EVALUATE TEST CONSULT al t`IAffif M' r-PP F Owens Corning Evaluation Report 037940.02.12-R11 One. Owens. Corn! n.g Parkway FL10574-1116 Toledo,. OH 4365g Date of :Issuance.- 02/06/2012 (740) 404-7829.. Re►iision 11: 12/11/2020 SCOPE: This Evaluation Report is issued. under Rule. 611320-3 and the applicable rules. and regulations governing the use of construction materials in the State of: Florida. The docurnentati6n submitted has been reviewed fay Robert .Nieminen, P.E. for use of the. product, under the. Florida Building Code. The product described Herein has been evaluated for compliance. with the. 71h Edition (2.020) Florida Building Code sections .noted herein. D CRIia'1't[''N: '-Owens Cornirig A0it Roof Shingles :.......................:. ... LABELING: Labeling .shall. be in accordance with the requirements of the :Accredited Quality Assurance .Agency rioted herein and FBC 1507.2.7.1 11905:2.6:1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such.time:as the named product(s) changes, the referenced Quality Assurance or production facility location(5) changes, or Code provisions. that relate to the products}.change: Acceptance .of our Evaluation Reports by the .named client constitutes agreement to notify NEMa ETC; LLC of any changes: to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC,. LLC requires a complete review of its Evaluation Report relative to updated Code.require merits with each Code Cycle. ADVERTISEMENT: The Florida Product. Approval Number (FL#) preceded by .the words "NEMO1etc. Evaluated" may be displayed in advertising literature. if any portion of .the Evaluation Report .is displayed, .then it shall be done in its entirety. I.NSPELTiON: Upon request,.a copy of this entire Evaluation. Report shall be.provided to the user by the rnanufacturer.ar its distributors and shall be available for inspection at the job site at the request of the Building:Dffieial. This Evaluation Report consists of pages 1. through 10. Prepared by: The facsimile seai.appea ring was authorized by Robert Robert J.M. Nleminen, P.E. `� ' ,'g,•; Nieminen, P.E. on 12f 11/2020' This does not serve as an Florida Registration 'No. 591fi6,Flar..ida.DCA.ANEZ9$3 _'r•:,;„'•�'electrpnical[ysigned.io[ument. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does nothave, nor does.it intend to acquireor.wilI ft acquire, a financial interest in any company manufktUririg'or: .distributing products it evaluates: 2. NEMO ETC, LLCis not owned;. operated or controlled by.a6y company manufacturing or distributing products:it. evalpates. 3. Robert Nlerninen;.P.E, does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the. eva lu ation reports are being issued.. 4. Robert .Nierninen, P.E..does not have,. nor will. acquire, a:financial interest 'in 'any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither MEMO ETC; LLC nor Robert N.iemihen, P.E. are, in any way, the ❑esigner.of'Record for any project on which this Evaluation Repon, .or previous versions thereof, is/was used for peri•nitting br design guidance unless retained :specifically for that purpose. (02018 NEM6..ETC, LLC ROaFm SYSTEMS EVALUATION! Section pro a Standard Year 1507.2.4, 11905:2.3 Physical. Properties ASTM D1970 2015 150.7.2.5, R905.2.4 Material standard. ASTM D3462 2010 1507:2:7.1, R905.2:.6.1 Wind Resistance ASTM D3161 2016. 150.7.2.7.1, R905.2.&I Wind Resistance ASTM D7158 2019 Eicarriination Reference 17ate. Enti Owens Corning ieclaration Equivalency Declaration 08/Q6/2019 PRI (TSTS878) ASTM D1970 GCF-382-02=01 10/24/2017 UL LLC (CER9626) Physicals & Wind Resistance File. R24S3, Vol; 3 02/15/2007 UL LLC.(CER9626) Physicals & Wind.Resistance 20120516-112453 05/16/2012 U.L. LLC (TST9.628) Physical Properties 06CA20263 04/18/2006 UL LLC (TST9628) Wind Resistance 11CA34308 02/18/2012. UL LLC (TST9628] Physicals & Wind Resistance: 4786093137 02/01/20i4. .UL LLC (TST9628) 064 Resistance 4786126532 02/10/2014 LlL LLC: (TST9628} Physical -Properties Classification letter 02/13/2614 .UL LLC.(TST9628) Physical Properties Classification letter 10/0W/2015 PRI (QUA9110) Quality Control Service Confirmation 64/05/2020. PRI (QUA9110) Quality Control Florida BCiS Current + ®a 6 e ......:......... ........::..:..... TABLE_1..ASPHALFSHING._.. C .....:.... ......... ....... :.: ..: .... Product. Plant(is) Material Standard. Description starter Strip 5hingle H TH; OR trteer Starter Strip Plus MN,.OR ASTM D3462 starter strips for asphalt roof shingles su TopShield Starter MN, OR Starter 5hingle Roll NH ASTM D1970 mineral -surfaced, fiberglass -reinforced, sell -adhering SB5 modified liitumen starter supreme, GA, CA, CO, I -TX, NJ, old, TN,.OR; lL AS.D3462 fiberglass reinforced 3-tab. asphalt roof shingles Berkshire' MN ASTM D3452 fiberglass.reinforced, 4-tab-asphalt roof shingles Duration' Premium. CA,.OR Duration'. Premium COOL CA Asphalt Shingles ASTM D3462 fiberglass reinforced,. laminated asphalt roof shingles Trupefinitian° Duratlan` IN, CA, CO, !-TX; FL, NJ, OH, MN, OR; GA, !L TN e TruDefinitian" Duration Designer Color Collection Oakridge' Gi4, IN, CA, CO, H-Tx,.I-TX, FL, NJ CH, TN eR TruDefinitlon.'C+tplill HTX, I -TX WeatherGuard' ' TN NEMO ETC; LLC Evaluation Report 037940.02.12=R11 cernfirate nfAurhprf-tion #32455 7` EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11.12/11/2020 Page 2 of 16 INIE MO. I etc. ........:....... :.::.E=1::... ...:........ALT.S......: SL :I.N ...GLE.EDNfPtjNENTS:::::::;:.::::>:;.::.:::::'%.:'; .:.........:.:.::.:.,:..:.::..::.:-:•...:.:.:.:::.:...:.::..:.:..::.:-:::::::::::.:::::;.::AA5PH.H....... . 'T Type product Plant{s= Material. standard Description Berkshire` Hip and Ridge MN Shingles with Sealant DuraRiiigeO Hip and Ridge MN Hip and fiberglass reinforced, hip and ridge Ridge Shingles with Sealant ASTM D3462 asphalt roof -shingles ProEdgea GA, CA, OH. OR. Shingles. WeatFierGuard° HP Hip. and TN Ridge Shingles 5.1 This is a building code evaluation. Neither MEMO ETC, LLC nor -Robert Nieminen, P.E. a.re, in any way, the Designer of Record for any project on which this Evaluation Report,. or previous versions thereof, is/was used for permitting or design guidance unless retained'specifinIIV for that: p.urpose. 5.2 This Evaluation Report is. not for use in: FBC High Velocity Hurricane Zone jurisdictions (Le., Brovvard and Miami - Dade Counties). 5.3 This Evaluation Report pertains to above=deck roof compohents: Roof decks and structural members shall be in accordance with FBC requirements..to the satisfaction of the :Authority Having Jurisdiction: 5.4 This Evaluation Report does.not include evaluation of .fire cfassification. Refer to FBC 1505 for requirement5 and limitations regarding roof assembly fire classification. Refer to FBC 2503'for requirements. and. limitations concerningthe use of foam plastic insulation. 5.5 Wind Classification: Refer to Section 6 for installation requirements.to.meet wind. classifications - <Si:'.::i. TABt.E`2A*`. WIND- LA5SIF10ATjONS S A i=[air iriciEs. Product F8C ia6le 1S07:2.7:1: or.R9.05:2.6.1 5.upreme" Berkshire` Duration' Premium Duration' Premium C00L TruDefinition` Puration° TruDefinition` Duration.' besigner Color Collection Oakridge° TruDefinition' Oakridge° WeatherGuard` HP ASTM D3161(F) & ASTM D715A(H) 5.:5.1. Classification by, ASTM D7158: .ASTM p7158, Class H applies only to exposure. category B or C and a.. building height of 60 feet or less. Calculationmi by a qualified :design professional are required for conditions outside these limitations.. Contact the shingle manufacturer for data specific to each shingle.. MEMO ETC, LLC Eva]uatitin Report 037 94.0.02.12-R 11 Certifirote.oFA6thoriiatlon #32455. 7°" EDITION (Mb) FBC NON HVH2 EVALUATION FL10674•R16 Owens Corning Mph aIt Roof Shingles Revision 11. 12/11/2020 Page 3 of 10 %:....-.:... .....:....:.:.:..:............. {?Hip:: `RZGE:::'::::::;.;:::;i;::' ..........:.:•.-.::....::..:::::::.:..;.::.,:.::.:.,......: TA$LE.213.. W1Nn,CLASS€FICR'[lOPf5, STAitTER.,STRiPSA...:..........:.:.........:.:....:.::...,.::..........:.:..:.:....:...:::.. Type Product FBCTable.1507.2.7:1,or R905Z6.1 5tarter Strip Shingle sib rterstrips Starter Strip Pius ASTM.D3161., Class F SRS TopShield Starter Berkshire° Hip and Ridge Shingles with Sealant Hip.& Ridge. DuraRidge"' Hip -and Ridge Shingles with Sealant ASTM 133151, Class F Shingles Pro£d.geO _ WeatherGuard" HP Hip.and Ripge..Shingles 5.5.2 Refer to Owens Corning published information on wind resistance.and installation limitations. 5.6 All components in the roof assembfy shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to. the Product Approval.of the. component manufacturer for. components that are produced by a Product. Ma nufactu rer oth er than the report holder on Page 1 of .this Evaluation Report. 0:1.. GENERAL: 6:1.1. Roof deck; slope, urtclulayrnent and fasteners shall comply with FBC. 1567.2. /. R905.2 and the shingle manufacturer's minimum requirements: 6.1.2 lJnderlayMent shall be accepfiable to the shingle manufacturer and shall hold current. Florida Statewide Product.. Approval, or be Locally Approved per Rule 61G20-3; per FBC `Sections 1507.2.3, 1507.2.4 or R905.-2.3. 6.1.3 Fasteners shall be in accordance with the.shingl.e manufacturer's published requirements, but not less than FBC :1507.2.6 or'R905:2.5.. Staples are not permitted,. 6.1.4 Owens Corning asphalt shingles are acceptable: for use in reroof (tear-off.}or recover applications, subject to the: limitations set forth in.FBC Section.1511.or R908 and published installation instructions, 6.2 ACCESSORY STARTERS: 6.2.1 Installation of Starter Strip Shingle; Starter Strip Plus and SR5 TopShield Startershall comply with the Owens Corning current published instructions, using minirriurnfive, (5) nails perstrip. Figure 1: Minimum Nailing; starter Strip. Figure 2: Minimum Nailing, Starter Strip Plus NEMOITC, LLC Evaluation Report 037940.02:12-Rll Certificate of Authorizutfon #32455 7- EDITION 12020j FBC NON=HVHZ EVALUATIL3N EL1Q674 R16.. Owens Corning Asphalt Roof Shingles. Revision.11. 12/1112020 Page 4 of 10 Ut4 NEMO I etc. 6.2.2 installation Of.Starter Shingle Roll shall co with the Owens: Corning current published instructions. Drip edge . ^} r` Self-sealing adhesive positioned`aiong eaves Figure. 3; .Starter Shingle. Roll Underiayment Drip.edge Starter Shingie.Roll adhered directly to undetiaymentand primed drip edge 6.3 ASRHALT 5ri1NGLE5: 6.3.1 Installation of asphalt shingles -shall comply with the Owens Corning current published instructions; using minimum four (4) nails per s.hingle.in.accordance with.FBC.1507.2.7 or R905.2.6, with the following exceptions: Y Berkshire' shingies...require minimum five (5) nailsper shingle. WeatherGua.rd' HP shingles require minimL!rn six(6): nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal, speclaI methods of fastening are required Refer to Owens Corning published information on wind resistance.and installation ]imitations: 6.3.1.1 Supreme: Normal Mansard tit Aram pare end Areas High Wind desvanas Y Area pera.pienios nermales Areas vientos Marren 17' 77" S" Exp osu re Espasician Figure 4: Minimum Nailing, Supreme (Standard Siiej. Normal Mansard or Area pars Wind Areas High W€rid. hedear+unes y Aran pare �' tas ormafes Areas vienros iaertas .:V {Ay SZ� V, . r7. 2` Igi r2. V 5 51W Exposure ftposkl6n Figure 5: Minimum Nailing, Supreme (Metric Size) MEMO ETC, LLC €valuation Report.037940.02.12-1411 Certifiepte:ofAutharizotion #32455 f" EOITiOM 12020i FSC NON-HV142 EVALUATION FL10674-RIG Owens. Corning Asphalt Roof Shingles Revision 11: 12/1112020 Page S of 16 6.3.1.2 BerkshireO: Syalant ship La rira deseiiadur Figure 6: 5-Na11. Pattern, Berkshire NNEMO I etc. rigure ■; t-rmair raizern, rsemsnire &giant strip La lira de seliar6r Lta aIVY 8Yz" 8v 8W, } 2 Asphalt ruufingcement ctvwto de recbode astaho Figure S.. Mansard or Steep. Slope Pattern, Berkshire NEIVIO ETC LLC Evaluation.ReportO37940.02.12-R11 CeWficate afAuthorixatior #32455 7"' EDITipN (2020) F B C N0N-HVHZ EVALUATI0N FL16674-R16 Owens Corning Asphalt. Roof Shingles Revision 11. 12/11/2020 Page 6 of 10 MEMO etC 6.3.1.3 Duration® Premium TruDefinition° Duration Duration' Premium COOL. & TrubefinitiW duration` pesi ner Color Collection: S-wr Fez i:iii NEW CTC; LLC Certfiftdte of AuthMZGtidrl 932455 4-Vai[..Fastening Pattern swemM fasuning area width Nail; Typical 127' 1 F 12" Figure 9: Standard 4-Nail Pattern, Duration 18-Nail fastenin4 Pattern SnteNai0fastening ama.width F NVA T]/jfiCai 12" 1 F Figure 10: 6-Nail Pattern, Duration Evaluation Rr?part 037940.02.12-1411 r' EDIT] 0N.(2020).FBC NON-HVii2 EVALUATS.aN FL10674-1116 Owens Cwning.Asphait Roof Shingles Revision ILA2111(2020 Page 7 of 10 65,11.4 TruDefinitionmDakridge Oakrid el!. 4 Nail Pattern Esquemacon 4 clavos Uff uposvre NaiIR Expcsidutr de 6 V8puig. claws Expastciin de 5a"/8pulg, Figure 12:.5tandard 4-Nail Pattern; Oakridge NNEMOjetc. 9 Nall Pattern r:squema con 6 clavas. 6 6f9". Expowre Cf��or 5 5�'8'` f:xpasuna � ExpcslcWmde 6 6/8pudg. Expasicmn de 5 6/8pu4. Figure 13; 6-¢Vail Pattern;.Oakridge 63.1.5 WeatherGuard'9 HP: 6 Na1. Pattern Fsquems can 6 clavos W 61M-from bGmm aff sFiirtgle have a.6 118 ping. de is 5 618, Exposure. 6 Fastansrs pate lydedorde is t4a Exponeine de 5 sm ping. 6 svjetedgres 1" it r140Q w 0 e 5 5F8� E�neare 5 580 i D11f k SIEiS 0} QSplE91E.1 �.EiikBllt fi�ssra5u4a S.IiB q . ixpms tkn dQ i Cnm{cpunas da asfa .da cgmorto tech to 4 1 pr�leda: Figure. IS.-. 6-Nail: Pattern, WeatherGuard. HP: Figure.l6: Mansard or Steep --Slope. Pattern, WeatherGuard HP NEMO ETC, LLC Certi fraie o(,4uthorization 02455. 7T` EOI€ION (202a) FBC:N0N-HVHZ EVALUATi0N Owens: Corning Asphalt Roof shingles Evaluation Repon =940.02.12-Rll FL10674-1116 Revision 11:12/11/2020 page 8 of io (NNEMOjetc. 6.4 HIP. AND RIDGE SHINGLES: 6.4.1 Iristallation.of asphalt shingles shall Comply with the Owens Corning current published. instructions. 'Berkshire.'' Hip and Rid ge.5hingles wit'h.Sealant and DuraRidge' Hip.and Ridge:Sh1ngi.eswith Sealant require minimum two (2) nails per shingle. WeatherG u ard' HP Hip and Ridge. Shingles.and PmEdgeO require min imum.fbur (4) nails per shingle. Refer.to Owens Corning. published information on wind resistance and installation limitations. 6:4.M Berkshire° Hip. and Ridge with Sealant. and DurakidaeO Hip and Ridge Shingles with Sealant: Fig. A PrevailfngWind Direction �— Direcelon del viento predominante A Expasore "i)11 de 8 pd A Figure 17: Isometric View, Berkshire and Du.raRidge, 6.4.1.2 WeatheirGuard1`1 HP Flip and Ridge_5hinp,les_ Fig. A Prevallltig rld j —Dlrtbr A. t I Si E 44 k i f i I k I 3 s �w Expossureure. Figure 19: Isometric View, WeatherGuard HP Hip and Ridge Fig. 8 'i'qp ilievl Vista superior f Naii. 254gr l I m I I Figure IS: Plan View; Berkshire and.DuraRidge. Fig. C Hip .Ridge Shingle Fa.steni.ng I t>1sIS�. NAILS i 7„ 2'.' 1 2 s i ? i 5" Exposure I i in 12, -- -4� l ' Figure 20:. Plan View, WeatherGuard HIP. Hip and Ridge MEMO ETC, LLC Evaluation Repo rt03..7940.02.12-R11 Certificate afAuthorization #32455 71" EDITION (2020) FRC NDN-HVH2 EVALUATION FL10674-1116 Owens Corning.Asphaft Roof Shingtes Revision 11. 12/11/2020 Page 9 of 10 6.4..1.3 ProEdgeO: Pra+aailing f;?ifind birection Stt�farrt.5trip. y 6' Exiscsure Fasten 7V Cagier Ea�sa�i Fasieners►vlfh itaaf Content. Figure 21. Isometric View, ProEdge. - P Standard P'ttarn 12° 5cdf8ift S" Expaa a Figure 22- Plan View, ProEdge o ■ As required. by the. Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product: Contact the named. QA entity for manufacturing facilities covered:.hy F.A.C. Rule fi1G2U-3 QA requirements. Refer to -Section 4 herein for products and production locations having.met codi fied. material standards. PRI Construction Materials Technologies; UC— QUA9110 ; 813 621-5777; bwilson6oricmt.com END OF EVALUATION REPORT - NEMO ETC,.LLC Evaluation Report 437940.02:12-R71 Certificate of AuthcWzdt1on.#32aSS 7' EDITION (2020) FBC NON-HVH2 EVALUATION FL106.74-R16 Owe ns.Corning Asphaft Roof. Shingles Revision 11: 12j11/2020 page 10of10 j•. 1 ...................- ...o . . a-i F� i' OCIS Hanle t.no 1:: t;!,! Wn. t c+,,:y,• S'a:c x Fa-:s Fuhlicafioris Contact l75 .RC[t.si[e i:Jap Unks Search ` bU Product Approval VSER: Publi,: User .. .... L=Llu Appa,--i r;beQI Irudu:-'._:.r:? i;- -t<!. `': ram!- ` n.t]I�4ita son Ll st N AppHC3Vor1 DntaH i' y :-s FL # FL19626-R22 APPlication Type Revision Code Version 2026 Application Status. Approved i' Comments Archived Product MantfPaciurer GAF Addr`essiPhone/ mail i Carrspus DFMJ Parisppany, NJ 67054 (,900' '756^34.1.1 rsis[Feh:a�gaF, rot;: Authorized.5ignatore Robert Nieminer: � re I Y h fig] YS a FT1 Oe tC. [0 fl"l' Techrilral.RepfeseiYLatiVe William Broussartl Addr25s�F1 rnerf nt:iil 1 Campus Drive Parsippany, N] 070SG (960.) 766-3-411. Techni-aIQuestioasGAi 4 8f. m QualiL Assurance.Rr:presentative Add re s s/P h o noi E n i a i I Category RGof ng Subcategory Under[ayment5 £o'npllance Method Evaluation Report From a Florida Registered ArChitect.or a Licensed Florida. OrnrE:s sEa n a r. Engineer E aWatius; I?epcirt - Hardtopy'Received Florida. EnginwL.er t Narnc who developed the R?bort Ni�-M men Evaluation Report Florida License Ff -S91tiG Quality Assurmc, Entity UL Lbi Quaky A=Surance Contract Expiration Date 12/i7,'Z62i Validatea By John .N+..Knezevirh, PE Validation Cbp&list - Hardcopy Rereived. Certificate otlndepende e LIrn ?5;� '`y Lp Qj C,.01 Nil MI3wErV. -d- Referenced St3,1 tdar'd and Year.(or Standard) .:Standard 1C�L ASTI`^. D 19 70 2Q15 ASTM D4533 (tear) 2015 AST) 7 :0479S 'weathering) 2611 ASTM V4t169 (water transmission) 2016 ASTM 05135 (tensile) 2011 SST:•' 75iE4 2011 FM, 4'7.74 2011 FRSX,.; `ki, CwT Editioh 2018 Equiyalence n; Rfoduct Standards Certified By Sections from the Code Product. Approval Method rv,ethr..d i option D Date sul fn;tted I16/09!2021 Date Vahrate>l 1 2021 Date Pendfri.g FBCAppmvai 66/J712421 Date. Apprnver3 f}8/14/? a2k Pate Revised 1?/16/.2021 Summary.of products FL.# Model; Number or Name Description 10626,1 GO Aoor UndeYlayrnents for ..... ................ .._.....-.. - ; Roofing UnderfaYbiP,a5 for use in:sIoped roof systemS L15�2.lri FOC iron-HVH7 itji is d 4�tion5 .. ... ... .... ... .. .. ....... .......... - ...-_._..._f..__._..- Limits of use Installation Instructions. Approved for.use in HVHZ: No Approved for use outside HVHZ: Yes F222.r Impact Resistant: N/A Verified S.y;.Rohe..rt Niemieli 59166 Design Pree:sure: +N/A/.-442.5 I Created. by Independent. Third Party: Yes Other: I.} The design pressure noted in this Evaluation Reports applfc:3tfor relzrtes to one particulzr FL10626 R2'2 AE 2021 06 09 FINAL ER GAF UrNDERLAYFIENTS F1-10626 underlayment system, Refer to ER Section S.S,3 322,ne' fardetails. '?. RefeI to F=R Secr. a5-- 5. Ft; Other C; gated by Independent Third'Party: Yes Lim�L r3F ds'e. 'Cnhtact U :: '63i 81dir Stu nc•. Re t1: 3:399'Phnne: 853-4S7-1824 Thr- S[ata.•l I'icfl::a is.an Anj E=�C rlrrlayel-. Ca3�T i gNt 700:-2r�,3 Siatr: q? FjLruJa :: Priyg�y„ •a mPn :; n4r tsi iri Yfr S[atamen[ :: Rah3nd Statement L'rrder Flo nC!a Ia,', 611ail 3rg I)u:'IIr; retards- II you rlo. not s•:,eriC':i:ur ri•rnail.address released In reSponSe to a public-records.request, do rnat send elactranic malt ::! finis Faulty- l:�:a[Z::d, i:7nnci the ❑ff,;e b'y p1<j:,e o+' b•r tra dltio r,ak n:as!- ':r ;Du have a ny gses ti 019 s, please con Wet 650, 4:i7, 1305::-Pursuant to, Section 455, 27 S{I], F lhrlda S:r'-;!es• e. Ortah r-: !, 20I',. I i ce �zse=s Si celSsed under Chap:zr.:55; F, q.:nu5t;sr:W;Ja the D. partn lent vifth on email address -iF tfiey have one,. The emails Pmvsdeo nr.�� lsd'iA�r'j !na•:;f fiei 3I =cr-:�<; u;..r.a I,.^-n rsit�, ;', sdd?esses are public reeord..[f you d, not.r':ish to supply a personal address, please pro.•:Ee !Ne :ita:ii+::;,=r,!.=;.�.•+.3n elTla;l :vrkit.-,-s .•r h:;1r o5r, yr mode 3'jasiable p: bk. T',.'det ,mine If you. are a IiCEngte under ChapLer.,IS5, F.S,,:please ci V here. j" P rrodv ct Asp pp.-r o v-1. AAc[e"p� ts; Safe IMEMO I etc. Certificate ofRuthorization #E32455 .353 Christian 5treet,.Unit #13 Oxford,.CT 06478 (203) 262-9245 ENGIi'rlEFR.._...-.u.._.-.._.._.___.._..._..... L11At}:.�...�u.._.__....._._..w.._.... �-��t.�._ .._._.,_.........._w. CDN5ULT GAF Evaluation Report 01506.04.08-R22 1Carnpus Drive F.L16626-R22. Parslppa.ny,:NJ .07054 Date of lssuance::04125/2008 (800) 766-3411 Revision 22:.06/09/2021 ScQPE: This Evaluation Report Is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the. State of Florida.. The documentation submitted has been reviewed by Robert Niemineri; P.E. far use of the prodW-t Li11d�nr the Florida Building Code and. Florida.Rullding Code; Residential Volume. The products described herein have beeri evaluated for.compliance•with the 7t''Edition: (20201 Florida Building Cade sections.notetl: herein: DE5cRIPTioN: GAF Roof Underlayments for use.in FBC.noh-HVH2 jurisdictions LASE[INr.. Labeling shall be. in accordance with the. requirements of the Accredited Ctuality.Assurance Agency noted herein and FBC 1507.1.1, CONTINUED COMPLIANCE: This.Evaluation Report i5 valid.until such time as the named pmduct(s) changes,.the referenced Quality. Assurance or production facility location(s) changes or:Code provisions that relate to. the. product(s):change. Acceptance of our Evaluation Reports by the narned client constitutes agreement to notify MEMO ETC, LLC of any changes, to the producti$), the .Qgality Assurance or the product[on facility location(s),. NEMO..ETC, LLC requires a complete review of its Evaluation Report relative to Updated Code requirements with :each Co. de Cycle; ADVERTISEMENT,, The Florida Prod uct :Ap proval .Number (FL#) preceded by the. words "NEMOj,etc. Evaluated'' may be displayed inadvertising: literature, If any portion of the: Evaluation Report.Is.disp€ayed, then it:shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report.sha.11 be provided to the user by the manufacturer or ifs..distributors and shall beavai[able fo.r inspection at the job site al: the request of the 8uiWing Official, This: Evaluation Report r.onsists of pages 1 (iirougi1'5: Prepared by.. Robert J.M. Nierninen.; P.E. Florida Regfstrativn faro. 591..6A. FOri0b D.CA. A.NEI983 The facsimile 3eaIappEaring v as authorized by Robert Nie rninen, P.E. on WGS)9 )02L This does not serve as an �.. electron i ca I ly::Ii;n eradocu me n t. CERTIFICATION OF INDEPENDENCE: 1. .NEMG ETC. LLC does riot have, nor does it intend �o.acquire of w1il it acquire, a financial interest in any company manufacturing or distributing prt CdtrctS It:o,va;c:ates. .2, NEIGIC ETC, LLC is not ovrned, operated of corst OIA by any company manufacturing or distribbuting products it. evaluates. .3; Robert Nieminen, P.E. does not have opr will acquire, a financial 3rrterest in any company manufacturing or distributing products.for which the evaluation report; are 6eing.issued, 4. Robert Nieminen, P.F:.dbes not hare. nnr will acquire, a finan.csa[ .Merest do any bther:entity involved in the approval process of the product. 5. IhIs is a building coda tvalt]aIion. Neither NE?v'10 FTC: LL%Tip r Rob r? N[emir.,�!fi,. F.E.. are, in any way, the Designer of Record for any project oh which this EvN,Ita ien Rupert; Jr prelieu5 versions Wbreof, is/:wits 05ed for permitting or design. guidance unless retained specifically for that purrx;';e.. Q2019 NEMQ ETC; LLC ONEM.041AC. ROOFING COMPONENT EVALUATION - Product Category- Roofing Sub -Category:. U.nderlayrnent Compliance Statement: GAF Roof Under(ayments, as•produced by GAF, ii@Ve demonstrated compliance .with the following sectionsof the 7" Edition (202D). Florida Building Code through testing in accordance with the foliowlrig Standards. Compliance is subjectle the Installation Requirements and limitations / Conditions of Use set forth herein, Sedtion Propety Standard Year 1SQ4.3A W;rrid 40siAal,[:El. FM 4474 2011 1507.1..t. ].5U'7. L4. 1507.2 4 :' ,' €. _at •: iai s:a:'dzird. AST10 D1970. 2015 R905.1.1, R905.1-LF-2 1507.1-1.li2&6, Cxc:epv n , s: jr $tr!„i:;th ASTM ❑4533 261S 1507. 1.1- I(Sj / R905:1.1.1j2&3,. Exception), R905.1.1,1(5) 1507.1,111(2&3, Exceptinnj, Tensil,a ArLngth ASTM D5035. 2011 1507.1J.1(5) f R905.1.1.-1(2&3; Exception). R901..1-IA(5) 1507:1A 1(5) / R905,1.1.1(S) LIgURCd .%vater trar;5rt issian A5TM D48fi9 2016 1.507,LJ /R905,17 Mi.'uri-:-0t taridard ASTIA D6757 2016 1507.313, R905.3.) ILVIitL2NA[ :>ta:1dard FRSA/TRI, Sixth Edition 2018 1507:11.2 Ria'..',s di t:,^dart] ASTM D6164 2011 T,45114 i7cctge.rattd Weathering AST€O D4798 2tl11 End Examination Reference Date ERD (TST e049j ASTM 01M2 & FRSA/TRI (Slippage) G34150:08:11 11/14/2011 ERD (TSt 6049) ASTM D6164 (GA) G.40530.01.14-213 01/07/2014 ERO (TST 609) AST M D6164. (GA) G46160:09;J4-3A 09/09/2014 ERO (TST 6049; ASTfvi W) )-70 (4�A) GAF SC13285.03M-3 D3/0112017. ERD.(TS'i 60n9) AS":jv; D1S76 C-A) iiA SC13285,03.17.4 D3/01/2017 ERE (TST 6049) 1\E rNi rli''ss ,i:,Aj C-AF SC1.3285,03:1r-1 133/09/2017 ERD:('I'S"[6 74J) ltSF�,^ :]: +70 (iNl i'AF-SC1644D:12.17 2.2131/2017 Intertek {TST .t55ti) to i?4361, ([]adra, Iradiaj FS 4Y.d2.106-I8. 11/08/2016 NEMO VST 60,9.) :s�.i3 Prciperfirts.(JNj. 4 i GAF:19 55lv19ii f73.R. 05/13/2019 NEMO(TST60404 ASFmi1_�1:}7Li 4.j.FTS-20-S$UDL-01-A 12/01/2020 NEMO (TST 6p49; ASTM ❑4798, TAS 103. 4j-GAF-ZO-SSUDL-02.A 03/15J2021 NEMO'(TSTf 04.9) ASrivIi D j 7 9 9 4j-TTS-2I-$5UDL-62.A 06109/2021 PRI (TST 5878) AS "A D191D (IN) GAF=324 .02-01 11/30J201.1. PRi {lST 587,8! :isFiv [1?:76 (a f GAP-339.02-01 03/13j2012 PRI {"fST SS7Fii �.:..F;§ i] : u�. (N i K;AI _349-02-01 07/03/2012 PRI.(751 ai 73j r; =r' i.'rJiSgt GAF-434.02.01: 00/16/2013 PRI {TST 58-M, N n01. Up.sit GiV-434-02-03 Q9/16/2013. PRI (TST !3878) tiVind uplift. GAF-434-02-64 09/1Q2013 PRI (TST 5878) AaTiu: i745.33 iva;ious) GAF=818=02-01 .12/05/2017 PRi (TST S.S78) ASTM 01.9.70.iAL) hASA-047-02-01 04/11/2018 PRI (TST.5878) ASTM 04533 (I,A) GAF-826-02-01 06/4/2.018 PRI (TST.S8781 ASr€O 94533. WDca a, India) GAF:8.47.02701 06/4/2018 PRI (TST 58 8) FW- , ❑41533 (Dadra, India) GAF-914-Q2-01 04110/2.019 PRI (TST.58 8) 3]""A TJti633,. €15035.(VA.) 376TOO12 07/15/2019 PRI (TST �i l i3? iu,rrinskai Ki':v:ilii. India) 37£T0LT19. 07/311201.9. PRI (TST 58:S ' iV, :i4 .5 IP7,cni, India] 3%f)T0,,118 Q7/3.1/2019 1VEIl+il3 ETC, W.£valuation Report 01506.04.08-R22 Certifr[Ofe Of AUrWKntlic;i9324. i .. .. .. • h;: '..- .,� .� `"V�Li:�+.i �i: r:- FL10626=R22 G 0 Rn o f U n d er I aym a nts Rev) s i o n Z2: 06/09/2021 Page Z of 9 ONEMO etc. Entity Examination ReferenceDate PRE (T'SF 5878?. 4570 l7'970 (AR) .376T0032 10/22/2019 PRE jT5'f' S� .$l Fi i l-Nt W26 (5-CA) ',7 3 OQ54 02/18/2020 PRI (T5T5878y ASTPA !D4 (Gu.jarat, India) 376TOOSS 02/18/2020 PRI {TST 5879) ASTM D5035 (various) 376TO103 09/11/2620 PRI (T5T5878) ASTM D4533, D5035 (Rajasthan, India) 376T011.1: 12/22/2020 P.RL(TST58'76) ASTrVI D4533, 135035 (Gujarat, India) 37GTO113 12/22/2020 UL (TST 1.740) A5TM D6757 (Tx) 02NK225.69 06/04/2002 PRI (TST 587,8) ASTM DSQq S, (Gujarat, )ndia) 3709146 03/11/2021 PRI [TST 5! 78? r+M"'fVl D45'33, P5035'(Raja 5than, India) 376TO161 05/07/202,1 UL.(.TST.17A1) riSIM D6'ti? (NQ IONK11990 O5/18/2011 NE1vlti FTC r'•sav E .. rBr. Crn35 I.istinE 0.4/22/2620 NEMQ :Lo''brl:ty FBCCi0-7s-Listing 04/08/2021 UL, LLC(e [tJl�''J625 CWr i t j C.; -I roI Service -cnfirrnaLiaai 03/23/2t321 UL,. LLC (QL» 9625) T , i[';y f r)ntrcl ServiCe Canfirmatian (AL) 05/04/2020 UL, LLC.(QUA 9625) Quality Control Florida SCIS Current F: - ••J J. .F� . - Product Material Standard Plant(o 4.1 GAF Extended Dry-jr) membrane W mASTM D1570 Langley, BC Canada 4 2 LihVtorrnGjar�ff` rty'"' SS Sclf Adhr:sirit? 8E;isejPly m -T- aSTfv} D1970 Mt. Vernon; IN Savannah, GA ._.-_...._..-_..-.-._...........43 Film -Surfaced Leal' Bari'€ei 4STfV1 D1970: Mt..Vernon, IN Savannah, GA Arkadelphia, AR 3 Weather'Aarch` 3vl.inera3-Surfaced Leak + rOt,.V.ernon, IN 4.4.. i . ASTM D1970 Barrier Savannah,. GA Tuscalma, AL 4 5. r i)e.Ck Arrrsor' :Prerrnufra Brnatirabie liacf IS07.1:11(2&3, E.xceptioni 1 Dadra, India (r Deck #�rc1t[.rhnr° - _ I...... 1^hi&3, Cxc4pfionj --'_ [i Dadra, India k i Guiara[, India FeftBuster"' Synthetic Rc7etin� .f eiti 1 37:i.1:1i2 O Exception), (CPP) Rajasthan, India. A,fi {for'merfyFC,iWi,SfL'o vah fr;iCfAQn.Syrrt ti"i; 3S07.1,1.1(5)./ R905...1.1,111'&3, � [M1P) Hajasflian, India Roof rrg fei[r Exception), R905,111A(5) Richmond, VA Spartanburg; SC _..-.. - - ...-....... 'l' ..._.. '- --�.._...._..-._.__. -.... -------- --- - -- 4.7. Shingle<Nia " Root ❑r:r}; Protection ASTM D726, Type II (Table 1) .5haP�{ter, C4 I507.,7..1.1{z�3,.Exceptio^{ / I 4:8 StgrmSafe Arrcli 1r SI Lx[r[ North Bay,. ON n'JriS.l.i..t(%&3, �xCepYian+ Dadra, India Tigzr Paw'" Fr2rlaiurlY Rnpf peck 1507.11.1{2&3, F.xcepticn? / Gujarat, India 4.9 Protection (j'o nterly.Tic, erPaw" Roof E]e:i; RypS 1,1,1[2&3, Exception} 1 Paraai, India prote4:61 rj ` UrneY u! k ' lC'ya ni, India _._..._.�.........._ -'- - - r 9 Versa5hluldl Fire Resistant Roof Qeck r 4,10. I A51-M 05757' j Conover; NC Protection ( ASTM o6164 _._.�...__._....._ 4.11. Ruberold'"' Mop Granule Savannah, GA _ 3 Fli�a;1P to°J8 s i AS 1 :'IJ Y?6164 4.12 Ruher¢ic' MarFs.c:':air.l! .F;f Savannah, GA Rl 09.19 PiUMC ETC, l.l: Evaluation Report'01506.04-MmR22 Ceriljicure of Aurhprfzilriip Ir3l•7 i;i FI-10626mR22 GAF Roof underiayments ttevfsion 22:A6/09/2021 Page 3 of 9 ONE49 G1 'etC. NNW 5.1 This is a. building.code evaluation, uation. Neither NEW10 ETC,.LLC nocRobert Niernineri, P.E-are; in anyway; theDesligner of Record fdrany prajqctory which this Evaluation Report, or previous versions thereof, is/Was:use.d. for permitting or design guidance unless retained spjeclftally. for thatpurpose. 5,2 This Evaluation Report is not far use in FBC High Velocity Hurricane Zon e jurisdictions (i.e., -Browa ird and M iai rni- Dade Counties). 53 This EVal Uaticm Report peilai ns I oo bove- deck roof components. Roof decks and structural members Sha 11 be In accordance tiA)jtlj I -BC reflis-'remen,-, to.the s-atisfactiorf cf the Authori.ty Havingluriscliction, 5.4 This Eva I u at i 6 ,, lrj e poi ri d C) e. 5 ri 6 n 0 -, r d e e. v a I uai t i o 116 f fire classification.. 86er to FBC 1505 for requirernents and. limitation,, regarding: roof a5spnibfy HrL, clas5ificatibn. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. -5.5. GAF Ar Roof Underlayments-may be used with any prepared roof cover where the product -is -specifically ref6renced witKin FBC approval dccunients- If not listed, a requOst may pe rrWe to -the Authority HavIng Jurisdiction for approval ba5e0 on.dhiseva.luatjon combined witlisupporting.dma for the -prepared roof coming. 5.6 Allowable Roof Lovers- . ............ . ...... .... .. ------------------------- - - - --------------- - TABLE1. RooF COVER OPTIONS . ......... ... ........... FKSer[jort: 150]. 2 1507.3 1 50z:q and 1507.5 1507,7 4507.8 and 1507.9 metal Slate or Wood Clay and Concrete Tile i Asphalt. Underlayment Shingles Mecbapical Adhesive- panelsShingles. 5late-TYPE! i Shingles Shakes Attach Set ShinglesE Yes. yes OAF Extert d ed D ry-1 t i m. e rr F b r in z� Yes N I No Y(,5 yes Yes. Jjoi n-, sm ps. :qointstrips, . . .... ....... .. ... ...... ..... .. . ........ . ............... ....... ........... 0 Yes: Yes N No N 0 No Ba5e/PIVSheet .................. . J- . ... .............. . . ...... ... Yes Yes StorniGuardO.Film-SurMced Le:Lk. Y�, 0M StTrpi �Jorn i strj��. Nu N C., Y�� Yes yes Barrier Yes Yes WeathuWatch'l M i 21 era I - S Uri a'. e (joint svip'Sr J91 nt strips.. Yes NO N 0. • -No No Leak. Barrier T.... ------- beck-Armory P remi u; i i B r i. a b i� Yes N o No. Yes Yes Yes. No N o Roof D e ck - Protect ioj) ........... . .. . ... --------- -- --------- - Fel t B uste r- Sym h el ir, Ru-6 i :i F eia VmF, .,q�! NCB N o No No No N 0 ShIngle-M06' Roof Oecb. r. No N a k N. No Na Protection Tiger Paw" Pferriitrm Roof D&cri yr-S N ri 1 No Yes yes Yes No No protection% Ve r5a 5 hi eld'; Fire -Resistant Roof Y es I clfv r r, Na I No .40 I No No Deck Protection -- ---- - ------------ . ..... Ye Ruberoid' Moo G 4n. ki; No No. No No r. ....... ....... .... ... . ...... . ........ ......... ..... R.0 be f.Q i d Mop G rano li� R, NU No N 0 Na No See 5.& NiEm.o ETC, 1-11C Evaluation Report 015 06.04. 08-1322 Certifiro re JfA u 0i of rzo r;n ni GAF Roof Urid erlaVpTients, Revision 22: 06/m/2021 page Of 9 ONEW1.0jetC. 516A Adhesive -set is limited to:use of following underiayrrient/ tile -adhesive combinations.. TABLE 1A: ALLOWABLE UN DER LAY MENTTILE-ADHE5IVECOM91NATION51 Underlayment Adhesive RuberoiV Mop Granule; Rube:rard" Map Grariole YR I Dupont "-file Bond.0' Roof Tile Adhesive" 5:7 Allowable Substrates: Florida Product Approval FL22525 TABLE 2: '5U35TRATE 0PTI0NS FOR ADHERED UNDEALAYMENTS Underlayment pplica Ation Primer Substrates GAF Extended Dry -In Membrane � ._��f adhering None f plywood Liberty" SBS Seff-Adherrig Bas0Ply Sheet StormGuardl Film -Surfaced Leak Barrier self -adhering j s-r!M nal} pi wood Weather Watch"' fvtsneral=Surfaced Lraak Barrrer ; ...._......_...... ----1.__.. _.__-.-__-.-.._._ __----- ..------ Liberty- WS Self -Adhering Base/ply. meet StormGualde: F4nrir unccLd 1-call Barrfer seli-adhering s Noi[e. ASTM D226 Nit, Type 11 ._._........_.-_.......... -' —._......-...._..--'-_..._-.-._._..-..._._.....-.. -. --_ . - . Weather Watch" jviinera]•Surfaced te.a:e Fi�cri4r ! Liberty" SBS Self-AdhQncr.g.f3ase/ply sheet metal (fIashiIhg metal,.vaIIey metal, StounGbardl Film -Surfaced ieai: Barrier N Wy self -adhering ASTIM Q41 etc.) ' Wc!ather Watch' ivki ,e'�i-SUirfacs:-1 ! eak Harrier Rubero d, Map & ariuiE __..-.___-• ? hat asphalt A5TM.D41 strucLural eoncrete Ruberoid" Mop F.R Ruberaid" €vsofj G!'r0Lj:'V. GAFGLAS'� 430 Ultima'"' Base Sheet ��......................_...-..--.............--...............-. hotasrhalt Nprie Ruberai0l, lvlop G-3nul<< FK 7 I j' or Rubergid" 20 Smooth I 5.8 Attachment Limitations: 5.8.1. For usq under rnechanically.attati7ed NON -TILE prepared.roof coverings,:attathment shall be in accordance with the manufacturer's.instal.lat[on instructions, but — formechanicalfy attached.underlaymerits or base sheets - not. less:.than FBC'1507.1:1..or 8905:1.1, 5,812 For use. uif&!r Lile roof systems', attachment shall he in accordance with the%: rn6jrufacturQr's installation instructions, Out • f*r rnechanicail.y attached base 5.heets . not lesw than: FRSA/TR1 Horido High Mend Concrete and Cfay Roof 7"ire irlsloflat•inn Manuol, Sixth Edition, Appendix A, 1-ab!e 1 jor'1 Two, Ply Asphalt Applied Hol Map Underl.ayrrlent] ❑r v' Section 5.8,3 herein Kor.other underlayment.systents). 5.8.3 Wind Resistance foi.: Underlayrrient Systems. j6 TileeRaof Applications: The f6lowing.'wiif: , uplift Irrnitatioiis apply to uniderlayment systems that are.not prescriptive in the FRSAfTRI Floridu.High Wind Concrete and C;luy Roof'Tile.. lnstaiiation MCanuol, Sixth Edition. The Maximum Design Pressure. Is the rc!suiL A:. tc5:+ne, fui wirid ioid !i i;istdrlce. llased on alIowa ble wind loads; and reflects the ultimate passing pressure divided !;y 2 (ehK� 2 to ._ t;largirrof safety per FBC 1504.9 has already been applied). 5.8.3.1 Direct-to-D.ec.lt- The maximum :desi.gil pi'essure fur the selected :asselrliai.Y Shalt meet or.exceed that 'required under I'MA9111. Florida Nigh Wind Concrete ond.Clay Roof Tile InstaUatian'Manua), Sixth.Edition, Appendix A, Table lA or the critical (I,ighes.t):design pressure deter.rnined in.accordance with FBC 1609 or FBC Residential -Chapter 3. Refer, to Tile Prf7rrufuc'.a r'• 00% A dr?es;Lr-4.L,,,rfu;actrurr`t Ftorrdv arc'diftApprt uIjor 0verrominq Moai0tResrstarice Performance. Nkiva ETC. UL Evaluation Report 01506.04.08-1122 Cetrf+co re afA u th orizu inch 432455 T. t.;:::: i..; :.. .•r: ;':';:.i: :.... .;::�FL10G2G-R22 GAF Roof Uncteriayrrit-IMS Revision 22: 0616j2021 Page 5 of 0 ONEMOjetc. #1 Maximum Design Pressure = -442: Deck: COim 2,5.00 psi structural concrete to meet project requirements to satisfaction of Authority Having lirisdiction Base Sheet: .'GAFGLAS #15 Base Sneet, TO -Ply #75 Base Sheet, GAFGLAS 480 UItima Base Sheet, GAFGLAS Ply 4, Tri-.Ply Ply 4 Qr GAFGLAS Flex Ply 6 applied in full mcip.ping of ASTM D312,.Type IV hot asphalt at20 to 2.5 lbs/square. Cap Sheet: Ruberoid' Mop Granule or. Ruberoid6 Mop Granule FR applied. in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 lbs./squa.re. 5.8.3.2 Mechanica�hed Base Sheet: The maximum design pressure for the selected.assembly shall meet or exceed that required under FRSA/TRI Florida hfigh.in/ind Cdncnr w ar:l ? ClavRoof 'fide hisrolltarion lVMonuad, Sixth Edition, Appendix.A,Table .1A or the critical Ihighc:.t:t) dtc —,:gri pre_,.Yei er dele-rmiried En aecordarice witfl FUC 2609 or FBC Residential Chapter 3. Allernotiveiy, t.ie. ,' aximur t ,ir,-s F;ri p;e,surr: for thc- selectes! .w;so TEhly.:sha11 meet orexceed at least the Zone 1 design pressure deteririiried in arcordance with FBC 1609 or FBC Residential Chapter 3. Elevated p.ressu.re zones: shall employ an artaOinent density designed by a qualified design 0rofesslonaI to resist the elevated pressure. criteria.. Commonly used methhds. are ANSI/SPRI W©-1, FM Loss Prevention Data Sheet .1-29 and Roofing Appkation Standard RAS 117. AsseMblies marked with. an asterisks` carry the limitations set forth in Section 21.1a.1 of FM E oss Prevention Data Sheet 1-29 (February 2020) for.enhancernents. 42> fVlaximum L�,psii;Ei_Fressure =-4<5_.psf. Deck: IAIri. 19/32-inch p.1ywood tomeet project :requirements to satisfaction. of Authority Having ttiri5ClE�tls:;n. Rase Sheet: '�AFULAS` #8U Llitln4aBase Sheet or Ruberoidw 2U Smooth rnecha.nically attached. with 12 ga., ruin. 1.25-inch long ring shank nails through 32.ga„ :175/8-inch diameter tin .caps spaced 9 'Inch o.c,. at the min.: 4-inch wide side laps and 9-inch o.c. at two =aj, equallyspaced; staggered. center rows. En the field of the sheet. Cap Sheet! Ruberoid" Mop Granule br R u f eroidI Mop. Gra FR applied in full mopping. of ASTM D312, Type. €1t hot a.sphalt.at2❑ to 25 1bs/square. 43 Maximurn._17.�srf pret5Ure .-75 psf. Deck: N i!n„ 19/32 inch piywood to meet project requirements to satisfaction of Authority. Having. Base She :: Czi3.F[ t;,15' ir80 i.;l swiss '" 9=asp sfiL, t Ear ROwroidP" ]_U Smooth. mechanically attached with 12 ga., 'tTEini l..l5-inch iar; : rinY 5honk.nads through 32ga.,: 1- 5/8-ineh diarneter tiri Baps spaced 8-inch o.c. a.1 thu min. 4•inch wide: side laps ansi 8-irrch ox—at three (3), e.qual.lyspaced, staggered. center rows in the. field of the.s'ieet. cap Sheet: NuUeroid'' Mop Granule or Ruberoid''` Mop•Granule FR applied in full mopping of ASTM D312,Typie IV hot as.phal.t at.20 to 25 Ibs/square. #4 _Maximurn,-Desie f.r ssure.__;975_ sf: Deck-,m Mm. 19j'32-inch plywood to meet project requiretiients to satisfaction of Authority Having Base Sheet: i>.Fi:i.i.AV 1160 Uluma7` Base Sheet o= Ruberoid`,ZU:Smooth mechanica ly attached with. 11 ga.,. min..1.2.5-inch bang rang shank nail., through 32 ga., 1-5/8-1nch.diameter tin caps spaced 4-inch o.c. at.the min. 2-inih wide lido laps.and 4-inch o.c,.at four' [4),:equally spaced.renter rows -in the field of the sheet. Cap Sheet: Ruberoi&' )'flop Granule or RubefoiP Mop. Granule F.R applied in full mopping of ASTM! 0312,.Type N hilt asphalt.at 70.to 2S €t:s/sq:jare: NE=r O ETC, I.i.W Evaluation Report 01506.04.MM Cert jfrate ajAi+r7toN[friplr 9324.55 .. ..::?.•: �;.�:.. FL10626 All GAF Roof Underlayments Revision 22'. 06/09j2021 Page 6 of 9 ONEMO.Jetc. 5.9 Exposure Lirnitatiorss: TABLE 3: EXPOSURE.LiMITATIONS Prepared Roof Cover Maximum Underlayment Exposure Installation Type (days) Deck-Armdr'" Premium Breathable Roof ❑eck Protection, FeltBuster" Synthetic Roofing Feit, Shingle -Matt;= RooF D 'Ck Pr.01,e<tidr . StOh315afa ". Anch6r.5heet, .Tige.r Paw"' Premium Roof beck Protertion, Vice ,aSir:eld' Fire -Resistant Roof heck Mechanically attached 30 Protection, Liberty" SIBS 5,�1t-A"9r irig 13a.sr jS•'r j.5;zeet, 5tbh11G lardy' Film.,Surfaced ? Leak Barrier and We ather;i:,tt: VI: rx°ral, Sur':i:;Q;i I.u,�k.Barrier GAF Extended Dry. -In Men-flrr.jr.v Mechanically jttache.d 180 -----....... _... _................... ................... ...... ......... ..... ._._.... ...... ------------- - ...... _.-._�. Ruberoid°' Mop Granule rt:}d.Fttaherciid''' {V1c�p:iSranuii: FR r A.dlips ive-set the roof system ISO Mechanically attached UNLIMITED 5.10 Tile Slippage: thliitations .When Ioad.irig roof tiles on the underlayment 1n direct=deck tile roof assemblies, the maximum} roof slope shall be as follows- These slope lingitations can -on ly be exceeded by using.battens during loading of. the roof ti;es. TABL( 4: TiLE SLIPPAGE LIMITATI0N5: FOR DJ R EarD ick TI LE iNsuii_ATIONS Underl.ayr'nent TiIF Profile Staging Method Maximum stag Fist Max. 1©-tile stack. I 4<12 . _..-...-.........................-....... ............. ..._..... _.... Y - ._..._.__..-._...._.._ m-_.. ..m.. _.. Rubero.idT Mop. Granule i Flat IVlax. G fife stack i4 aver, 2) 5:12 ... ..... .... ......-........ _.._..... Lugged t Max.10-tile Stark 5r12 ............. Flat Of Lugged Max. G-tile stack (4 over 2) 5,12 Ruberoid® Mop Granule: FR �.-_ ..__ ..._......_..._..__.._ 1 Lugged Max.10-tile stack 4:12 6.1 GAF Roof Underiaympnts srlalt hC, insralled Jn.aawddrlce with GAF published installation instructions subject to the:Limitat:unt. %Tet lt7oh io S.-c iu�l 5. : Poclf ics ru;te'C7.i]elpS k" &2 Re -fasten any Ic�o C' fli'E:litl}� �S fi:i.'i , {ill: ('dock fw protruding nail heads. Sweep the Substrate thoroughly to remove any dust and L1etil is:pr or. to.application and primethe:substFate (if applicable). 6.3 Deck-Armor".Prernlum Breathable Roof Deck Protection ar Tiger Paw"'Premium Roof Deck Protection: 6.311 Shall be installed in win pil a PcE With requirements for a synthetic underla.yment in FBC 1507.1.1.1(2,. Exception) or 1507.1.1.1(3; Exception) Or. FBC Residential H905.1.1.1(2, Exception] or R905:1.1..1(3,. Exception) for the type of prepared roof coy+r•ring ta.be'insta1led, and the manufacturers installation instructions. FBC requlrementstake precedene,,e over the maflufa.rturer's iristalladon instructions.. 6:4 FeftBuSte r'"' Syntheti.,; Roofing. Felt: 6A.1 Shall be instalir:d in ccrnipliaiice wairreuuirerrlents for a synthetic underlaymeAt jn F9C.IS07:1.1.1(2,.Except ion), 1.507.1:1.1(3,. exception) or 1501.1.1.1(5) or FBC Residential 090S.1.1.1(2, Exception), R905.1.1.1(3, Exception} or R90S:1.1A(5) foF thc5 type of prepared roof. coveringto be instalied, and the manufacturer s. installation instructions. FBC requirements take precedence over the. manufacturer's installation instructions. NEI o rx, L'. ' EyaIuaticn Report 01506.94.08-1122 Crrii(itafe o(Authorrto[refr.N37+F5.i :Aj :, FL106Z6-R22 GAF Rnof Ahnderlayments Revision 22; 0610912021 Page 7 of 9 ONEMOletC. 6.5 5torm5afe'" Anchor Sheet: 6:5.1 StormSafe'r'' Anchor 5lieet is lirnitr-'d tv•t€se a5 a rnechanically.attaOO,lbme layer in 2-ply underlayment systerm. 6.5.2 Shall be instailed.in .wrrrpllance with requirements fora synthetic underlayment in FBC 1507.1.1.1Q, Exception) or 1507.1;1.113, Exception} o.r FBC Residential 1190S.1.1.112, Exception}.or R905.1.&:1[3, Exception) for thetype of prepared roof coveringto be installed,, and the manufacturer's installation instructions. FBCrequirements take. precedence over the manufacturer's installation€ in5tmctibns.. 6.5.3 One the saint° day, install Lilserty .SBS Self -Adhering. Ba5e/r ly; 5tormGuard' Fiirr-Surfaced. Leak Barrier or Weather.WOLr-1 ` IVIMOr.,r€-Scrlalreti Wilk Rso-rier laver rhe. StorrhSofe" Anchor Sheet. 6.6 5hingie Mate Roof Deck Protection: 6.611 Shall be installed irr compliance with require.rnents:fpr an.approved mechanically atta.ch.ed:underlayment (A5TM D226, Type.i1) 1,n FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed, trnd the manufacturer's installation instructions, .1=BC. requirements take:precedence .over the manufacturer's rnstallatEQn.instruct€rsns.. 6:7 VersaShield.a Fire=Resistant Roof Peck Protection: ............ 6.7.1 Shall be inst@l4,-o ill calnpllu-irjCt With Cr-QulremerRs for an approv4d mechanically attached underlayrnent (A5TM ❑6757) in FOC'rable 1507.1.1.1 or FBC Residential Table R905.1,1.1 forthe type of prepared roof covering ta.be installed, and .t:he rrianufwurer's installation instructions, FGC rerquirements. taste precedence over the rnarrufacturer's I s1:aIlau0rL irts:rucl:lOr*- 6:8 GAF Extended Dry-ln Membrane, Liberty+,r SBS Self -Adhering Base/PlySheet, StorniGuard`' Film -surfaced Leak. Barrier or WeatherWatcWl Mineral=Surfaced Leak Barrier: -- .-......... - .. - _ ...-.-...-_......_....-.....-._..... _...-...... - - - ..— ..... ..... ---- �..--........w._ _... Ii.B.T Shall be Ilistailed in 1:ool.plial:ce with reruirerrrenis for:an approvad se. lf=adhering underlaynient (ASTM D1970) in F13C 1567.1.1.1:4r .1S07.1.1.3 ul-. FOC Residential R905.1.1.1 or R905.1.1.3 for the type. of prepared roof covering to be installed, oars d:reA nranafaCturet''s trt5tr;€latiuII iizstructions.. 6.8.2 Back -nailing is regEiired. Back-na3iiing �h-@0 consist of Approved cap`.nails spaced 18-inch o.c., encapsulated within min. 4-Inch side laps. 6.8:3 When instal led. over a mechanically attac} ed, FBC Approved. ASTM D226 Tyipe II felt,. the felt shall be fastened in accordance with FBC 1507.1.1 or 005.1,1. 6:8:4. GAF Extended Dry-3n 1111ern bran 6, Liberty" SBS:Se1.f7Adhering Base/Ply Sheet, StormGuar& Film -Surfaced Leak Barrier or VV(1atherWatcW' Mineral -Surfaced Leak Barrier may be installed as a.secondary water barrier using minirnurrr rI -Ini:n wid<• rofls to _ea€ p yvyuod dechj; ,ints.ar €or to inz;ta3latlonof the prirrlary.underlayrnent system: 679 Ruberoid Mop. Granule; Rube..rold� Mdo Granule F..R:: ._.--._......._............._:.__:.._...::..—.-..—.-..—...-- --�..�.. _ ._._._.... - 6.9.1 Shall be installed iif: compliance voth.requirements as ari alternate to the. "Hot Asphalt Applied Cap Sheet" in the "Two Ply System` in the FRSA/TR1 r1.orlcla High Wind Concrete: and Clay Roof Tile install-atiall Manual; Sixth Edition, arid .the manufacturer's installation instructions. 6-9:2 Refer to:5ectiur, %iL8 f,t rz:irr for at':rchmtnt limitations, 6:9.3 Referto Table q for file stagingli;niturti�ris. N.'�MQ LTC, LU: ca�iifrcpte'of A o oo, iz,, rmr,.1l 12L� i !aAF Rout. i1nderfayrrfenTs Evaluation: Report01506.04.08-R22 FU0626-R22 Revision 22-1 06/09/2021 Page a of 9 (M4. N EM0 J.etc. MN I As required by the. Bu ildi rig. Official or Au t iority Having Jurisdiction to. properly evaluate the installation of this pr6duct. Contact the n a rned QA entity for m F.m covered by FAX. Rule 61G2.&-3.QA requirements. Re.fer to 5ection 4 herein For products and production locations having' met codified material. standards, UL,. LLC. — QUA9625; {41.4) 248-6409; ka ren. buchm a n n u.I. corn. END OF EVALUATION REPORT - Evalwtidn - Report 015 0 5. 04- 08-R21 r00626-R22 GAF R60 UrjderjaVmenU Revision 22: 06/0 912 021 Nge 9 of 9