Loading...
HomeMy WebLinkAboutProduct Review Affidavit _19alicalaof Ca=I coda,Odirla Setdous..frnlm the.Code pmdu t Aypseua3.Mc_-had Methed 1 Opi on ID i I ryare"S�tlk-stiteed '€37�Q2f?=t1� t Date'Validated Date:Perdim.F5CA"pprovval, 07118l2D15 .Date.Appmved t3 IW2015 S�-';�rartad€Psotit€ci,~i I Gata'.Page paea.1 t 2 F?-_# s ;S zs aber or astse_ 'U scdOt;os"_ 11551-1 .jJ_5M"Ahjrrfimm 5'VADimp D,,D7° 5 iTC q6p kittanxi3eam ,aver IW-3-2 _RW,,,d Discs of Use Installation Instructigms Approvea#_for:use-in MVi3Z No FL11651 R2 II 14FL11651 1 R2 0325vCrimo 15- Approuedforuse:aultsideHVHZ:Yes 32Plvwood NonHVHZ.ndf IMpaetReststaat:MIA FL11651 R2 II 14FL11651 1 R2 Metal Roof Panel Detail.p_df Design pressure:+W1A1-1U 5PSF 'Verifiea•By:'Dan Kuhn,P'E. 75514 Miser:-308.5..-f ig 12"o:ir,lnstali per manufacturers Created.by Ir+dependertThii.d Past' Yes ,details.a12ot:or,use'in H71-1Z Zones. Evaluation ReP�rts FL11651 R2 AE 14FL11651 1 R2 0325vCrimp IS- 32Plywood NonHVHZ.pdf .Created by Iiidependent"Faird'Parte:'Y 11651-2 43:032"Alurr inum Gulf Lok '(3.032 Aluminum.Gul€'E.ak 16 Wide:Roof Panel over 1513-Z' ftwood sin 115 of use 3n5tall�l+�s arcltD�s .Appraved<focuseira:`f VH7_-Na Fulesl R2 II 14FL11651 2 R2 032GulfLok 16 15- Approvedfarusseoutside FfVHZ:Yes 32Plvwood NonHVHZ.odf ImpactResssYant:NIA FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.pdf Design Pressu n+NV7j 1160PSF Verified Ey:Dan Kuhn,.RF-75519 Other:-52-5 psf-.P`5 31IL'ox_1astener spacing.-116.,8 Cr atted by lgdEpende�T#iird darty:Yes psf @ 5 3116"o.c..fastener spacing. Install per Evaluation Reverts manufacturers detaBls Not for use in HVHZ Zones. FL11651 R2 ; E 14FL11651 232 032GulfLok 16 15- 32Plvwood NOnHVHZ,bdf Createdby Independent Third Party:Yes E1651_3 1"24ga.Guff Snap 2•Guff Snap 24 Ga.17 :wide R¢of Panel over 15(32";Plywood Un tis o€Else Ins affaffon instructions _Approved for use-in HVI -Yes FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.pdf Approved faruse-outsideHVHZ-Yes FL11651 R2 II 14FL11651 3 R2 1 24GulfSnap 17 IS- Impact-Resistant:W/A 32Plywood HVHZ..Ddf Design Pressure:+1v'/'A/-I31.0PS Verified By--Dan FWhn,P.E.75519 Outer:-673 psf?@ 24"ox.clip spacing.-231 psf @ 6 Created by Itsdependent Third tarty:Yes 1)1�c clip spadng..Isistall per manufacturers details.For use Eaalua'ifan Reports in HVHZ Zones- FL11651 R2 AE 14F1_11651 3 R2 1 24GulfSnap 17 15- 32Plvwood HVHZ..Ddf Created try 1i dependent Third Pare:Yes 21651-4 1"24ga-VersaLoc 1"VersaLac_-Mqa.16.5"I ide,Roof r^anel.ever 35(32"Plywood Umits,o€Else Installation instructions Approved for use iinIM1[1M Yes FL11651 R2 SII 14FL11651 4 R2 24VersaLoc SR 16 15- .Approvedforuseouts3deHVHZ:Yes 32Plywood HVHZ..pdf IrnpactRescstan't:NIA 811651 R2 III 14FL11651 4 R2 Metal Roof Panel Detail odf Design Pressure:-t W1P4-13s:5e 5F v'erifi'ed 8t':Dan Kifhn,*P.F-75519' Other_71 psf Cff 24"ox-clip spacing.-M-S:psf @ 6" Created..by IitdependenLThird.Party:Yes ox.-clip.spacing.Install per:manufacturers details.For+.use Evaluation sl6piirts in HVHZ Zone:, FL11651 R2 1AE 14FL11651 4 R2 24VersaLoc SR 16.5 15- 32Plywood HVHZ..pdf, Createci'byIitdependentThird+;Party:Yes. 11651:5 1'VersaLDc.032"Aluminum 1'VersaLoc.032'Aluminum avet-15f32-Plywood --ts;of use InstaNatsan Insbxwtions Approved for use inHVHZ_Yes FL11651 R2111 14FL11651 5 R2 lin 032VersaLoc SR 16 IS- Approved for:use outside HVHZYes 32Plywood HVHZ�df Impact Resistant;NJA FL11651 R2 iII 14FL11651 5 R2 Metal Roof Panel Detail..Ddf Design'Pressures.+N/Aj-1Q1:0PSF Verified-By_.Dan Kuhn,RE 75519 Oilier:-63:3 psf-&24"o.c.dip spacing. -101.0 psf i3 6" Created by Independent Third Party:Yes o.c.-clip spacing.-Install=per.manufacturers details.-For.case Evaluation Reports in HVHZ Zanes- FL11651 R2 AE 14FL11651 5 R2 lin 032VersaLoc SR 16 IS- I 1ps9flloddabteldrag orgJIPr agA_allmpparan--u43EVX(lwwtl3rlSQFc5K°/ TrZeGSligw99lZ5vugMAlYI'Iezj3918P(JQvagA%3d°load 215 825120 t8- 7r&ldaMdincCodaOrk-e- 32Plywood HVHZ..Ddf ' Created'by Indep-end-a t'`t'ftird Partys Yes i 11652:6 1.5"24ge-Gulf Snap 1.Y GEdf Snapr24ga..le Wide Roof, Panel,over IW32"Plywood Lxssi rr1 B�Lse Mssta ztian1nstructions Apprave&for use in.EfVHZ:Yts FL11651 R2 PI 14FL11651 6 R2 1.5 24GulfSnap 16 15- :Approvedfounseoutside HVk Yes. 32Plvwood HVHZ..pdf Impact Resestarift'NIA FL11651 R2 II 14FL11651 6 R2 Metal Roof Panel Detail..pdf Design Pressure:+N/Af-116.0€3SF Ven'fied By: Dan Kuhn,P.E.755£4 Other_-S&Q psf @ 24"o.c.dip spacing--108.5 psf CED 12" Created by Independent'Third Party:Yes o.c-dip spacing.-116.0 psf 0 6"a c.clip spacing.Install Evaluation Reports per manufacturers detals.For use in HVHZ-Zones. FL11651 R2 AE 14FL11651 6 R2 1.5 24GulfSnan 16 15- 32Plvwood HV.HZ..Ddf Created by Independent Third Party:Yes i 11651.7 1.5'24aa.Versal-or: 1.51 VersaLac 24aa. 10"nide`Roof'Panei over 15/32"Plyr-wood Limits of Else installation iis53ucUons Approved for use inHVHZ:Yes FL11651 R2 II 14FL11651 7 R2 1.5 24VersaLoc 16 15- 6vpprovedforuse outside-t#VRZ:'Yes 32Plywood HVHZ..pdf impact-Resistant:'NfA FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail..pdf Design Pressure:+NfA/-123:5PSF Verified By: Dan Iruhn,RE 75519 Other:=59.75 psf,@ 24"a r-dip spacing. 123.5-psf.9 Created by Independent Third Party:Yes 12"o.c.dip.spacing.Install per manufacturers details. For Evaluation Reports use in HVHZ"Zones. FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15- 32Plywood HVHZ..Ddf Created by fridependerft,Third Party::Yes 13651:8 2"24ga..Megainc 24 Ga_.X 1%Ieaalzx-_181 wide Pouf Panel over 3-5/32"Plywood Limits off Etse installation 8.ea5tructixus5 Approvedforuse in HVHZ:No FL11651 R2 II 14FL11651 8 R2 24MegaLoc 18 15- Appsavedfor:useoutsideHVH7--Yes 32Plvwood N6nHVHZ.odf ImpactResistardit N/A FL11651 R2 II 14FL11651 8 R2 Metal Roof Panel Detail.pdf 37esign.Psessure: M/'Af-14$'."_5PSF Verifled.By_Dan Kuhn,,:P.g. 75324 Other:-71.0 psf-La24"-o.c_clip spacing.-M.5 psf Cd)12" -Created by Independent Third Party:Yes o.c-dip spacing. Install per manufacturers details. Not for Evaluation Reports use in.IIVHZZones. FL11651 R2 AE 14FL11651 8 R2 24MegaLoc 18 15- 32Plywood N6nHVHZ.Rdf Created by Ir edependent`Third Part}. fes i 18651 9 24 Qat_Gulf Ink 24 Ga.Genf Lak.16"Wide over 35/32"Plywood l i ams of U---- MISM lao-an instructions Approved for use-hrHVHZnINo FL11651 R2 II 14FL11651 9 R2 24GulfLok 16 15- Approved far use outside HVHZ-Yes 32Plywood N6nHVHZ.pdf Impact Resistant.C4/A FL11651 R2 II 14FL11651 9 R2 Metal Roof Panel Detail odf besign Pressure:-+]'J/A/-95.7PSF Verified By: Dan Kubn,I?l~75519 Queer.-81.75 psf(Lb 70-1/4"o.e_tastener spacing.-96.76 Created by lAdependent Third Party:Yes psfi1fli"o.c.ate✓sser sparing.-121.75 psf3f8" Evaluation Reports fastener spacing.-161 psf Ca)5-1/8"fastenerspacing. FL11651 R2 AE 14FL11651 9 R2 24GulfLok 16 - Install-per manufac rens details. Not for use in HVHZ 32Plywood NDnHVHZ.pd Zones. Created.by independent Third Party:Yes 18551.10 24 Ga.Guff Seam 24 Ga.Gulf S6m 16"Wide Roof Panel over 1x4 Wood Purlins over 55/32 P"mod, Limits of Use installation Inst ructions Approvedforuseen'HVHZ:-No FL11651 R2 h 14FL11651 10.R2 24GulfSeam 16 1x4 15- ApFrovedfor use outside HVHZ:Yes 32Plywood NonHVHZ.pdf impact Resistant-W/A FL11651 R2 II 14FL11651 10 R2 Metal Roof Panel Detail Ddf Design Pressure:+N/Af-93.5PSF Verified BY: Dari Kuhn,.P.E. 75511 Other.-93.5-psf 018'mac_Installper manufacture-cs Created by Iradependedt_-Mrd'Party:.Yes details. Not for use in HVHZ Zones. Evatuation.Reisairts' FL11651 R2 AE 14FL11651 10 R2 24GulfSeam 16 1x4 15- 32Plvwood NonHVHZ.pdf Created by Iiedependent Third PWt :Yes i 11651.3:1. 24 Ga.Gulf Seam 24 Ga.Gulf Seam, 1 3/4®Stsapi Lack, 18"Wide Roof.Panel elver !W32"-Plywood Unnaits af.Else 3nstauatso.instrucftris .Appervvedfor:use inHVHZ:No FL11651 R2111 14FL11651 11 R2 4Gu[fgeam 18 15- Approvedlor u - Approvedtroru eoutsideHVH :Yes 32PIywood NonHVHZ.odf Impact Resistant:NIA EL11651 R2 III 14FL11651 11 R2 Metal Roof Panel Detail Ddf Design Pressure:+IV/Af-308.5PSF Verified By:Dan Kuhn.;PP.E.75519 Other.-69-25 psf Ca 24"ox�dip spacing_-IMS psf 0 Created by Independent Third Party-Yes. 12"o.c dip spacirml.install permanufacturersdetails.Not Evaluation Reports for use in-HV ZZones- FL11651 R2 iAE 14FL11651 11 R2 24GulfSeam 18 15- 32131vwood NonHVHZ.Ddf Created'bV Irrdependeret Third Party,-Yes. gips-.tfllod&Wldicg.txjp9r=apP_dll px'?pasan=WGEVXQi OgSQFc%M2farZeCSl gwgg'.&M lNFVIAYNezg35f2i tlgA`33&/odd 35 X2018` �Rarida 130ca is ccda odi a i 11551.12 26Ga..SV Crimp 26 Ga. W Cri.,rRp-:Pmcf Patter over 15r32"P€,}vraad Lfrrr .of€rgP Installation 16structions' Approved for use InHVHZ:Yes FL11651 R2 II 14FL11651 12 R2 265vCrimp 15- Approvedfor use outside HVFiZ:Yes 32Plywood HVHZ.pdf Impact Resistant:h1/A FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail.pdf Design Pressure:+la`[N 156.SPS= Verified By:Dan Kuhn,RE_75519 other.-108.5 psf iP 12'ox-fastener spacing.-155.5.psf Created by Independent Third Party:Yes ne @ 6'o.c.faster spacing.Install per manufacturers Evaluation Reports details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 12 R2 265vCrimp 15- 32PIywood HVHZ.pdf Created by Independent Third Party.Yes 11651.13 26 Ga. 5V Crimp 26 Ga.51V Crimp over 15/32@ Plywood Limits.of Use Installation instructions Approved for use in HVHZ No FL11651 R2 II 14FL11651 13 R2 265vCrimp_15- Approved for use outside HVHZ-Yes 32Plvwood NonHVHZ.pdf ImpactRes-rstantrW[A FL11651 R2 II 14FL11651 13 R2 Metal Roof Panel Detail.pdf Design Pressure:+lib/A(-I31.PSF Verified By: Dan Kuhn,P.E.75519 -Other:-94.25 psf CED 16'ox.fastener pattern.-131.0 psf Created by Independent Third Party: Yes @ 16'o.c.fastener pattern.Install per manufacturers Evaluation Reports details.Not for use inHVHZ Zones. FL11651 R2 AE 14FL11651 13 R2 265vCrimp 15- 32Plvwood NonHVHZ.pdf Created.by Inidependent Third Party:Yes i 11651.14 26 Ga. SV Cramp 26 Ga. SV Cn mp Roof Panel over 1x4 Pra/'ood Purlins over 15/32." Plywood Limits of use Installation Instructions Approved for use in HVHZ:No FL11651 R2 II 14FL11651 14 R2 265vCrimp 1x4 15- Approved.foruse outside HVHZ:Yes 32Pl)Iwood NonHVHZ.pdf ImpactResistant:-NIA FL11651 R2 II 14FL11651 14 R2 Metal Roof Panel Detail.pdf Design Pressure:+lV/Af=156.5P_c3-7 Verified By:Dan Kuhn,RE_75519 Other.-108.5 psf CZ 12'ox-fastener spacing.-155.5 psf Created by Independent Third Party: Yes 0 6'o.-fastener spacing-Install per manufacturers iEvaluation.Reports details. For use in HVHZ Zones. FL11651 R2 AE 14FL11651 14 R2 265vCrimp 1x4 15- 32Plvwood NonHVHZ.pdf Created by IridependentThird Party:Yes i 11651.15 26 Ga.Gulf Lok 26 Ga.Gulf Lek 16'Wide Roof Panel ever 15/32`Plywood Limits of Use Instatiation Instructions Approved for useIn HVHZ:Yes EL11651 R2 II 14FL11651 15 R2 26GulfLok 16 IS- .Approved for use outside HVHZ Yes 32Plvwood HVHZ.pdf Impact.Resnsfant:.W/A FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detail.pdf Design Pressure:+NrA/-I61.OPSF Verified By:Dan Kuhn,RE75519 Other.-63.5 psF 0 5 3/16'mcG fastener spacing.-121.75 Created by Independent Third Party-Yes psf Co)5 3/16'spacing.-161.0 psf @ 5 3/16'o.c.fastener Evaluation Reports spacing.Install per manufacturers details. For use in HVHZ FL11651 R2 AE 14FL11651 15 R2 26GulfLok 16 15- Zones. 32Plywood HVHZ.pdf Created by Independent Third Party:Yes 11651.16 26 Ga.Gulf Lok 26 Ga.Gulf Lek 16'Mihai Roof Panel-over 15/32"Plywood Litrtits of Ilse. Installation Instructions Approved.for use in HVHZ:No FL11651 R2 III 14FL11651 16 R2 26GulfLok 16 15- Approvedfor use outside HVHZ:'Yes 32131vwood NOnHVHZ.Pdf Impact Resistant N/A FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.odf Design Pressure:+NIAI-63.SPSF Verified By: Dan Kuhn,l?E 75519 Other.-63.5 psf 05 3/16'o c.fastener spacing.-121.75 Created by Irs dependervtThird'Pa rty::Yes psf @ 5 3/16'fastener spacing.-161 psf @ 5 3/16'fastener -Evaluation Reports. spacing.Install per manufacturers details-Not for use in FL11651 R2 SAE 14F1 11651 16 R2 26GulfLok 16 IS- HVHZ Zones. 32Plywood NbnHVHZ.pdf Created by IirdepEndentThird Party:Yes 21651.17 26 Ga.GWfPBR 26 Ga.Gulf PBR Roof Panel over 151320.Plvvmotl Limits of use Isrstallation isstructiors Approvedforuse inHVHZ:No. FL11651 R2 III 17 R2'26GulfPBR 15-32Plvwood NonHVHZ.Ddf Approved for use outside HVHZ:Yes FL11651 R2 111 17 R2 Metal Roof Panel Detail.pdf Impact Resistant;N/A Verified By:DI Kuhn,P.E. 75519: Design Pressure:+U/A/154.7PSF Created by Independent Third Party: Yes Other.-59.25 psf ca 24'ox.fastener pattern.-154.75 psf Evaluation Reports @ 12'ox.fastener pattern.Install per manufacturer FL11651 R2 IAC 17 R2 26GulfPBR 15- details.Not for use in HVHZ 32Plywood NonHVHZ.pdf Created by IpdependenntThird Party:Yes 11651.18 26 Ga.GulfPBR 26 Ga.GE PBR Roof Panel over 1x4 Wood Puffins over 15/32' ??wood Limits;of use Installation Instructions Approved for use inHVHZ:Yes FL11651 R2'II 14FL11651 18 R2 26GulfPBR 1x4 15- Approved for use outside fAfHZ:Yes 32Plywood HVHZ.pddf Ws:/JflaidWmldin%org/lr#_app_dif.-:ts�wn=wGEVXQwlDgsQFcr A2FTrZeCSHWi9gR5wgNNpgli4yN43592EWOC)wg1A%3d°13df 415 i SIFYZ316 FaidaSsli Cccc-Oftfl:ra ZI:Ipa� -l—taAt NIA FL11651 R2 II 18 R2 Metal Roof Panel Detail.Ddf Design Pressure:+N/A/-151.7PSF Verified By: Dan Kuhn,P.E. 7551.9 Other.,-100.5 psf 0- 24 o.c.fastener spacing.-151.75 psf Created by 1r dependent Third Party: Yes 0 12"fastener spacing.install per manufacturer's details. Evaluation Reports For use ln'HVHZ Zones FL11651 R2 AE 14FL11651 18 R2 26GulfPBR 1x4 15- 32Plvwood HVHZ.pdf Created 1rg Ridependen'tTlfi d Parti:Ye= i 11.651.19 25 Ga.QdfPBR 26 Ga.GttifPER over 1.5/32"RyWOM Limits of use "Installation Instructions Approved for use in H ntZ:Yes FL11651 R2 II 14FL11651 19 R2 26Gu1fPBR 15- Approvedfor use outside HVHZ:Yes 32Plvwood HVHZ.pdf ' Impactlteststar MIA FL11651 R2 II 19 R2 -Metal Roof Panel Detail.odf Design Pressure.-+NjAj-154.7PSF Verified 3y: Dan Kuhn,RE.75519 Other--6G.5 pati'CS 24"O:C.iostene3'SIzaC3n}.-154.75"phi Cleated by Fndependellt Third Party:Yes 9 12"ox.fasterwr spacing.fostall per nlanufactailers Evaluation Reports details.For use in EIFGC`lZ"Zones. FL11651 R2 AE 14FL11651 19 R2 26GulfPBR 15- 32PJywood HVHZ.pdf ' Created by 1 r dependent Third Party:Yes i 11651.20 25 Ga.GuAfPBR 2fs Ga.GLMPBR ever 1x4 Wood Purlins over 15/327 Plywood Lintn`rs of Use Mastailatfon instructions Approved for use in HVHZ:No FL11651 R2 II 20 R2 '26GulfPBR 1x4 15- Approved for use outside HVHZ:Yes 32Plvwood NonHVHZ.Ddf ImpactReslstant-1411 FL11651 R2 SII 20 R2 Metal Roof Panel Detail.Ddf Design Pressure-+N/Af 151.7PSF Verified By: Dan Kuhn,RE-75519 Other.-94.25 psf @.24"ox.fastener spacing.-151.75 psf Created by independentThird Party:Yes. @ 12'fastener spac5ng.Install per manufacturer's details. Evaluation Reports Not for use in HVH..Z'Zones F-11651 R2 SAE 20 R2 26GulfPBR 1x4 15- 32Plvwood NonHVHZ.pdf Created:byirfdependdntThird Party:Yes Go to Page j � � � Pace 112 i Bacic Next 'Contact tls: 2501$fair Stone Road.Taitaha_ssee Z 32399 Phone.:.RM74e' 1824 I The State of term z.a.AAF empoysc Coery di t 2Lti07-2M State of Ror"da._.d3' .cv Statement..:..Acras9bHity Statement Ref aid Statement under f.Icrida.taw,email addresses am pubkc r.=&,H you do nonz at yms e-mait.adttess retaq I sad in remorse to a putiic-rem n .,do r=.send elect:xr maa8 to this entity instead,cantact the o'ff ne by Phone or by toddional mail.If yma faace araj ahaesticns,please contact 850.487.1395.=Pursuant to Section 455.275(1),Ronda Statutes,effective Odober 1,2012,licensees licensed under Chapter-455,F.S.1 must provide the Department with an email-address if they have one.The emaffs pmvided may be used for official communication with the lig&o res email addresses are public record.If you do not wish to supply a pusonel address,please pevide the Departinent with an email address which can be made aya3alte m the public To determine if you are a licensee under Chapter 455,F S.,please ckck hate. ProductApprura9A••apts: MOM� Credit Card Safe - i c ups-.rM"idahslc5r g.0rgfPdjpF Spp 0---POpera Ti--wGEVXQwmqsLlFcWk2fFrzeCSHg.vggRS rgM Npp?AyNiui3S2EBPQttrrgA% l 65 I FLORIDA PIRO D U CT .APPROVAL Galicogst 1114 SUPPLY & MANUFACTURING D ) 5VC LM d LF, 26 GA. 5VCRIMP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 TM I Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC 26 Ga. SV Crimp Roof Panel over 151321 Plywood i Florida Product Approval #11651.13 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(11)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing', LLC. 14429 SW 2nd Place, Suite G30 i Newberry, FL 32669 ®�°yo%EL S. � s Engineer Evaluator: ®* NO. 7551 e Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 ®�e STArE of ' Validator: a •e o•e•'�� ®o Locke Bowden, P.E. #49704 '�®®NAL Et'636�� 9450 Alysbury Place Montgomery, AL 36117 �3 Contents: Evaluation Report Pages 1 -5 Fl#11651.13 R2®1UNE 15,2015 ENGINEERING,'PRODUCT EVALUATION REPORT , KUHN AFLORIDA PRODUCT APPROVAL ne\\v ` ue X66�t SUPPLY & MANUFACTURING 5VC h�N D 26, GA. 5VCRIMP ROOF PA NEL OVER 15/32�' PLYWOOD* FLORIDA PRODUCT APPROVAL NO. 11651-13 R2 TM I i Compliance Statement: The product as described in this report hs demonstrated compfiance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage,through fastened roof panel with fasteners in the panel flat over minimum 15/3 " plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance: Panel Material shall comply:with Florida Building Code 2014, Section 1507.4.3. I Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/8" Major Rib I Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, 1/a" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 75/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table-A7 maxMiT Upga n s-sum 131.0 psT Fastener Pattern 12--12- 9_5"-21-9.5" Fastener Panem Spadng 16-G-G_ Design Pressure induds a Safety Factor!=2_0_ i FL#11651.13 R2•JUNE 15,2015 . ® • ® "REPORT KUHN ENGINEERING, 11670 IS-LAND LAKES LANE. BOCA RATONT., • 00, f L 0 Ill D;A PROD U C'T A.PM 0 VAJ I, G(Jif C6dft SUPPLY & MANUFACTURING 5VULi 26 GA. 5VCRIMP ROOF PANEL OVER 15/32�' PLYWOOD* FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 TM I Corte Compliance: The product desciribed herein has demon�ated compliance w th the Florida Building Cade 2014,Sections 15043.2. Evaluation Report Scope: The pruduct evaluation is hmited to comiance rah the structural wird load requiremaTts of the Florida Buitd!ing Code 2414,as relates to Rule 61 G20 3. Performance Standards: The prods described herein has demon strated compliance with: UL 58G-06-Test for -ft Resistance of Roof Assemblies UL t 897-04-Uplift Test!for Roof Cornering Systems. Reference Data: '1. UL 580-941'189 98 Uplift;Test� Farce Engimeering&Testing,Inc(FB'C Organization 9 TST 5328) Report Mb— I I7-0053T-05& I I7I O331T-08 2_ Certificate of Fnd€pende e By Dan Kuhn,PE.(FL#75519) Kuhn Engineering,LLC (FBC Organization#ANE ID: 10743) Test Standard Equivalence I- The UL 59G-94 test standard is a €sivaierrt to the UL 58€1-€E6 test standard. 2. The UL 1897-98 test standard Is equivalent to the UL 1897-04 test standard. I ' Quality Assurance Entity: The manufacturer has established comphIance of roof panel products in ac r-d ance with the Horida Building Code and Rule 6IG20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended(details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. i FL#11651.13 R2•JUNE 15,2015 I KUHN I ENGINEERING, FLORIDA. PRODUCT . ® • . Gulf oz —doMMI111100— 1; '91 SUPPLY & MANUFACTURING 5 V • GA. 5VCRIMP ROOF PANEL OVER • • FLORIDA PRODUCT APPROVAL NO. 11651.13 R2 TM i Design Procedure: For roots virtilin dLee parameters listed on alae load table,fastening pattern must at a minimum tweet those listed for the applicable wind zone_For all roofs outside the parameters lisfied on the lead table,design wind toads 4mff be determined for eat proms in accordance with F13C 20T4 Section 1609 or ASCE 7-10 using allowable stress design_The maximum Mercer spacing lG."herein shall not be exceeded-This e°satuation rep ' not appliimin ffigh, Very Hurricane Zane_Refer to current i is or!E-Fevaluation report for use of this product in High Velocity Hurricane Zone-, I I I I FL#11651.13 R2•JUNE 15,2015 PRODUCT EVAWATIONRE • ® . I I ENGINEERING, 11670 e• COA=30464 • ® . ® . : • G61fC®�St SUPPLY & MANUFACTURING 5 V lr6�� 1] LX,\- t, [P F, '26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD* �FLOR-fDA PRODUCT APPROVAL NO. 11651.13 �R2 TEVI ENGINEER LOAD TABLE:26 Ga.5VCrimp Roof Panel over 15/32-Plywood I Mmph, Eyw m C, L C e r r a E3� Bar It � f ea r!ciao bus "' 'CO, hi 120 13€3 140 1�0 160 170 180 WEND FASTENER SUBSTRATE SPEED (1t IN 'Eft' (MOL TV32") ON CENTn ONE CENTER ON CENTER ON CEkVtFM Alit CENTER ON CENTER ON CENTER Pe e;`atr4a SPAGUG SPACING SPACING SPACING SPACING SPACING SPACING I ZONE I #9-35X1.51 Ptyvmod W TiP;i 1 W TYM 1 16 TYPE 1 16-Tin I ' f 10'TYPE'F W TSE 2 ZONE 2 90,15X'1.5- Plywi d IS-7! PE 1 , 16-==T , 16-TYPES 16-TYWE T 16-TYPE a 15 T PE 1 f 6-TYPE i ZONE 3 99-15X1.5- Pbfv6 od 16-TYPE 1 16"'IrRE S 16-TYPE 7 16-TY 19 1 S SCr-TY `Z 1S'TYPE 2 1.)PANEL DESCmPTIO-N:-5V CRW ItirIIN'-26 GA.,GRADE W,24 'COVEERAGEE 2.)PANEL FASTENE&----9-353€1.5-MUR VVITI H SEALING WASH&R.WiV M N-V"PFs4.'�RATlat 3.)LM2QNiUM ALLOWABLE PANEL UPLIFT PRESSURE 94-25 PSFqpg 16-O_C_FASTME:!SSPACWG TYPE I FAS Tr�`Z PATTERN,-533.0 PSF @'-16'°0-C_FASTI��SF AC ai�>'iG fiYFEE 2 Fi S9-ERFATI FE FUR EASED ON FAS 525„W-5S�VA, 1897 1 T '44 PLYWOOD DECIC NG:6El'ilN-%-THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE"tfU'ITH FLORIDA BUILDING CODE 2014_ 5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12,LAP SEAtAPf-v MUST BE USED Nt VA iEEL SIDE HAPS_ 6.)LOAD TABLE BEd My V3'ND PRESSURES CA CUU TED PER,ASCE 7-10(KD=0.55)i ULT�r,PED 13 0-6 ITER FLOWDt�B#.tIiDFING CODE 2014 ZPE8 EIS maw llfote:Dir nem<o,(a)Is defined as 10%of thee mij um um vCgd of the bull din xg of 4517a,of the mean freight el tia roof,wfikhever is moJle;however,(a)cannot bee Iafs than efther 415 of the minimur6 r*riitth of the build-mg or 3 feet_ \ TYPE b FASTIENER PATTERN ,---------- �\ Q1) x-15 x 1-1 j?' HVM w/Seding Washer ----------------- At Pand Lap � �Fdfit&4liR�]F � -�- ------------------ �' TYPE 2 F�A1S7ENER PAT7ER @ll ----- -- - -- i r ----------------------a- F 1165%_53 RZ®JUNE S 5,2015 PRODUCT • ® , ® REPORT- KUHN I , � 016 :M orlda Elulkffm:CadeOmMm- I ssinss s 1 / , e , A - _gni• I r ire< . 1 I � r I _ & I n,=vmlg. I '>�srdffi I i ,,; I t ilpsd, blodda pr Q.-D. •USEB Pul—A c Uses 6Prrr.TriFzr 70: Product Approval Menu>Product or Application Search>Application List> ApfSl3tatlE}hTyp? Ej�EFSIER! I .ode: I Appfi'catticn Statt]sAppmviad C t R-11 7 . Ar&iveal: ( I Product fy[alfluffaFLtutteir T-?wCn Sctf wt Ple-•� :cts. 3`.E.:t.:ltit ',.C''".tL'��t memfE3t€fl--'..M.k 1 (201) 2-2449 .dav�si�i�Q.tebht�ikt�a i aals�r.Qu�:ecx�r: Addeo iTe-Sigrie;trsr' Da -Rulbz daicP .ruizC�tY�esl#trc�areriaiwgraerrri I Technical Rapf—titaiive David R iz` A,0dreW?hcme/E,-na i 250.Rilu e v fterth, Fast RtOfor€l,.Nl 0s ?3 (201)`,2 Z4-' claviEE.rctizC ri�ui4tsrrat rpalsgrQup:tom: I Qze#i Assumme Reprtatme; >t+cFdr.�sfP32cssFef�r�ra.}t I Catecroryt Roofina: S4:ft`AC.c�"e�Gt}Ft$Fcdc'E.4� 'i�i)tS- � I Compliance me—thud, Eualuatiun Report.front.a Florida'Revistered ArchRe'ct or a licensed Fior+da.I�af ra s-E ie igeer , L 'Evalual dcln Rep pit-w{iardeopy iierze ed; I I orida--Engi€ s sex Architect-6ja e stu ped Ref es t W-minem ,rK-E+awii�£ceijsr Iflarida£ice: P x6& =Pual+ty Assummetesty t3;_LLC Qs.[a;iitf-Assuramce,Cen€ract_FxpimNan,a.I e WW20il Validated By John.Vi+Vriezew:fi4F; I Get~tiftcata of-Fnciependence FL16048 R3 COI 2015 Ol COI Nieminen.odf I Rafer s 3:St'?�; arldm Year( Srandlard}: �- -«s. ..�: Yz PST hi D1979 do G-15 FRSRJTRI Ftprit'2F1 2 tp ]2j. ` 2 ;2 r'AS_'0 € S ;Equivai�nce•i�f;Pr_e}tP�iu^'CStar�rds` �ti fiGFf�s ar- i JEct"ionst-f'ram the Cbx5i' ' W7fsi£r^i��' -m prar,-d I Z(L. P' ot ip AV 3p �' 9 � �� \1,ASV q p Y 9 z R 09 Cff to vifttrctie€3t#19.503 � 3C4�IiT1Ai�' HE�r 1Ji�17" T1rr � E �, O CT 06478 PO1 ( 3)262-92 .5 (20),262-9243 IEVAWATION REPORT ARM Building Products Corp. Evaluation Report A42960.10.12-R3 dba TRI-(BUILT Roofing Products FL16048-R3 9050 Louisiana Street Date of Issuance:10/25/2012 Merrillville, IN 46410 Revision 3: 10/08/2015 SCOPE: This Evaluation Report is issued ander Rule 61G2G-3 and the appCeabie rules and regulations governing the use of construction materiaLs in the State-of Fld &_The decumentation submitted has been reviewed by Robert Nierninen, i-E for use of-&e hood ct ram tie fllori 70 Code and'Flwida 'Builklima'mer.Reskk%tW Volume. The products described herein have been evaluated for cornpriance with the 5 ' Edition (2014) Florida Building Code sections noted herein- I om: ILT Un ay uat Libeling shail.be in accordance with the requirements the Accredited duality Assurance Agency-noted herein. CoMMM C This Evaluation Report is valid until such time as the named'product(s)changes,the referenced QualityAssurance documentation changes,or provisions of the Code that.relaie to the.product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert' Niieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes- Trinity(ERD requires a Complete review of this Evaluation Report relative to updated Code requirements with each Code Cyd. ADVEtinsEmEw:The Evaluation Report number preceded by the words "TriniWlERD Evaluated may be displayed in advertising literature- If any portion of the Evaluation Report is displayed,then it shall he done in its entirety. Ws rtom:Upon request;,atopy of this entire Evaluation Report shag be prodded 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 Evaluation Report consists of pages 1 through 5. I ' Prepared by: a%-- f$dZb��.II�$.I�[eff6ai6aeII� �.�. '�'rp�?".'_:`•^�°""r�vx,4 She�m;lel' ng�a�t�ictia��gF�a�tR�rrtinett. e c '�' °hi:�tO`d3`' �,E�aL3��HFSS-'�isaoesva��;�s�srgned Florida Registration No.59166,Florida VrA AM 1983 sQY1.. P�u2ap,{tTav�-�=--=-,�anaroaae c�a�t I t TrinitylERD d'ees¢erg have,rumr does it mend W acipjire oir wU it ac{tire, in aW company mam&cturft or distributing products it evaluates. 1_ TrinitylERD is not mmed,oneoperated or by arry erxnpany manufacturing orproducts it evaluates. 3. Robert Niernfam,P.E_des aWt hmfE nor wM acquke,a ffhancial interest in my company ruanabcUfffug or clisuibuting products for which the evaluation reports are being issued. 4_ Robert Werninen,P E.does not have,nor will acquire,a financial interest in any other entity involved in ttm approval process of the product- 5_ This is a buftag code evatuation, Neither yrk tglEEW nor Robert Meminea,P.E_are,in any way,the gestner of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for!perrnitting or design guidance unless retained specifrcaliyfor that purpose—a I i °TRJNJ Y I ERD Room;ComponEw-Eviammum. 1. Pnm2uct CategW. Roofing SuUnderfayment. Compliance Statements 11W-BU LT Roof Underiayments,as produced by 7RI-BUILT,have demonstrated compliance with the follow-mg secdom of the Florida 00ding Code through testing in accordance with the following Standards. CompHance is subject to the Instaffatfort Requirements and LWdati¢msr/Con..M- is Of Use Belt forth min_ 2. STANDARDS: Section Property Standard Year 1507.2.4;1507.2.8,1507,2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ,ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entitv Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04 .14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.0 i 4.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-111 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering 5C8520.04.15 05/27/2015 UL,LLC.(QUA9625) Quality Control Multiple Listing 1116814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: ! 4.1 SelfSelf-AdheringUnderlayments: 4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, 'SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified bitumen roof underlayment. 5. @.IMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3 Certificate ofAuthodkodon#9503 F.116048-R3 Revision 3:10/08/2015 - Page 2 of 5 0 TfIN�lI�J ER® S-4 -MI-BUU-T Reif Und'eslaymaen s may be used with ash prepares raof cover where:t,e _ is specally I refer cidtithin Flt«appmvel."dam: it not ffstec�a bernas to A approval based on this,evaluation combined with supporting data for the prepared'Tooff covering_ 5.5 Allowable roof covers applied atop the underlayments are as foff i ws T "L ftiC"CUUMM Wood Shakes j'Underlaymwntt _ I UmPOnTde ( FoamQnT& mate I Tri-Built Sand R SA Shingle %( Yes 411© } A4m NoYes J- Yes { Undefla rnent i j;Td-ftfltS/A W TU ( YES Yes yes ` Ves ' � "les 11 Yes J= Ilnderlayment See 5.5.1 I f� y Td-auflt Smooth HT SIA ? i Umferlaya it Yes i�: o � (� yes Yes P4 Yes 55.1 'Foam-Orst�W is lamfted to use of the following Approved tile adhesierms unless tensile adhesion/long terirt agirig daft fr m an accredited testing faharatwy is pros A Tri-Built S/A HT TU Underlayment with 3W 2-Component hoof Tile Adhesive AH-160(FL6332)or Down Tilegortd�Roof Tile A (FL717) 5-6 Allowable substrates are mist w- 5.6-1 Direct-Bond to Deck Tri=Buii[t Said-R 5th Sl mgTe Underlaym Tim Buitt`/A:€lT TU UnderlaVment Cir Tri-mit Sm€ootli 11f F S/� Underfaym►ent_apphed ur ➢ Plywood;ASTM D41 primed plywood;-OSB; ASTM D41 piBmted OSB;ASTM D41 primed structural concrete. While not required over plWood,058 or5outiern Yellow Pine ibstrates',TRI-BUILT-recommends priming the deck if tate final roof cover is not slated for installation within 24 hours- Note:TRI-BUILT requires tongue-arid board dec€mig he covered with pl sed or 058 prior to Instagation of the self- adhering unded'ayment. 5.6.2. Bond-to-Insulation: Tri-fid 3/A ECT TU Undedayaaient applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation milder mechanically attached prepared roof coverings, insulation shall be attached per rah nimuari:requirrenwnts of the prepared roof covering manufactu;Ws Product Approval. For installations under foam-on tile systems,insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment systemi in accordance with FM 4474,Appendix D or TAS 114,Appen J_ 5.6.3 Bond to Mechanically Attached Base Laver: ➢ ASTM D226,Type I or li felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on the systems,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12). Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-113 Certificate of Authorization#9503 F116048-113 Revision 3:10/08/2015 Pape 3 of 5 TTR TY ERD 5_6_4 Wind (desistance for Undedaymeent Systems in Fom-On T �Pllmfions. FR A/Mt ApTH 2012 (€14-12) does not address,windrupliftredstanceof aEanderiayrneat stems beneath faam td systeeris�where the underlayment forms part of the lead-path_. The following mind uplift.Irunitations apply to direct-deck underlaycneat spNnns that are not addressed ht FRSAfFM April 2012([K-12)and are used in foam-on the apFilrcatiorm Nb26mum Design Pressure as The resole of r. -rainnd-load resistarme (rasedarra allowable wind loads,and reflects the ultimate passing pressure divided',by'2(the 2 to 1 margin of safety per FBC 1504.9 has already'been applied)- Refer to FBC 1609 for determisration of design wind pressures. 5.6.4.3 Mammum Desm IPresstr_-45.0 ed Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM 1341 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A, Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. MTALLAvow 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with'TRI-BUILT published installation, requirements.subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nlil heads.; Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment.Tri-Built S/A FIT TU Underlay"ent or Tei-Built Smooth FIT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 (yon-Tile applications: While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release.film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered,not less than 2-ft from vertical seams in thIe course:below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding tech iques. When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Midges: Cut underlayment into 4 to 6 foot lengths.Peel the release.paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each.direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. I i Exterior Research and Design;LLC Evaivation Report A42960.10.12-93 tertykaee ojautharkation#9503 FL160411-R3 Revision 3:10/08/2015 Page 4 of 5 i i i i TRi 1 ERS 'BUIUMMPEMMEEMMMENM As requked I tri the SuMng CffkM or AuthonW Htwing,ItubiEtSm in order to properly ewah=e the ftntaktion of this pro Cone the noted OA agency for info¢eation on product locations covered for FJLC-Rene 9M-3 QA requirements. U1,LLC—QUA9625;(33.4)578-3405;k.chancetiorLMus.ul-coo i i � I i i i i i i I ' i i I i i i I Exterior Research and Design;LLC. Evaivation ReportA42960.10.12-R3 Cee�lfimte o¢Aiirharizaiiorr X9503 FUSO48-R3 Revision 3:10/08/2015 Page S.a#5