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<br />TH.Lrr TESTING a EMMPJEEPING COMPAraff
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<br />REPORT NOI 2"7'20,01
<br />DATE: July 28, 2M
<br />PM"IGT CATEZ147'.-
<br />Shutters
<br />QPROOUCT SUB-CATEGOR'll
<br />Storm Panels
<br />PRODUCT NAME,
<br />20 GAGE GALVANIZED STEEL STORM PANEI.
<br />MANUFACTURER: WOWErallami PnWUd*U&
<br />4800 8,,y1L 51 Street
<br />Devies Flor.d&33314
<br />t-PURPOS E,,0QFF_M%WAT1W
<br />This is a Product Evaluation Report Issued By Wetter A, Tft Jr., P.E. (Systern
<br />ID # I 006) to the GI*b&1 Protection Products, LLC,, Rule C,hapt,o r No.
<br />Of G20 -3, Method I OF of this F11011id alnepa rtmon t of Business and
<br />Professional Repletion.
<br />This produal is being Issued an Evaluation ,Report as described herein, and has
<br />been verified fair compliance In accordance with the 2020 Seventh Edition of the
<br />Fiorldi Building Code, and to verifliF that the product Is for the purpose Irdended
<br />at twat equivalent to that required by the Code.
<br />This Product Evatuatilim Repoli shall be subject to review and revision In case of
<br />a BuIlding Code design thal may affed its limitations and Conditions
<br />2 __ E_y_ 1-0- E N C E DU Wj_Tj_ M_
<br />2A__PROIDUQjM[ALjjAT1.ON DOCUMEnjil
<br />DirwAng No. 20-176. tMed "2D GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by'rittleco, Inc.; signed and sealled by Wal k
<br />Tillit, Jr., P� E.; dated 07iI28/202O. This drawing Is an integralpart 9
<br />Evaluation Report. I AM
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<br />6355 NNW. 315th SftM Suite 305, MAimuni Florida 33166 � Phone. (305) 87J-j53c; -
<br />P-RODU 2
<br />22-TEST REPORTS�
<br />Large missile impact and fatigue road tests were performed under ProlocolsTAS
<br />201, 203 as Der secton 1626 ofthra Florida Builobno Code. Uniforrinsta-libloadis
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 0810911 "15, #96-570 dated OI 811 996,
<br />#%-T30 dated 0912011996, all three signed and sealed by Hector ll Medina,
<br />P.E, Fenestration Testing Laboratory, Inc. reports # 2032 dated W1611998 and
<br /># 2128 dated 10/0611998 witnessed by Ghbert Diamond, P.E. and Report No
<br />0210A51 49, dated March 4, 2009, signed and sersi by Edmundis Largaespal
<br />i and Henry'Hattem, P.E.
<br />�
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<br />Tensile last report No. 9CM-1 Q, 7 by OC Metallurgil 1 no., dated March 3 2 2009,
<br />signed and sealed by Frank G�_ i P-E,
<br />2.3. SIT LCTU RAL EN (4NEEPJUG -95-
<br />� CALCULADD �
<br />On 20 Gage GaWni;ted Sideol S-Rarr, Panel for maxinaarm panel longth vs. design
<br />Wind Iosid, as well as malarinum anchor spacing III cosigin wind load and panel
<br />,
<br />length based on nal and comparstri ariblyvis, and in So srdence with
<br />socrod IR-16 of the Florida Building Code, Ca"*Iat�3r,spmparedbyT-tile�c,,Im,
<br />dated 11103JOB and CG;I?Jl.', signal and sealedDval."alterA. Tillit, ill F-E
<br />I MIUMILUMPACT RENIE:
<br />Large missile impact under section 1626 of the Florida Building Code, as pier
<br />TA5 201 Protocol.
<br />4,_WND LOADS r
<br />. jE_6j8jANCX�N_
<br />2G Gage GalvLnized Steet Storm Panel has been verifiedto sustain wind
<br />pressures. Maximuni panel langth "I] boas Indicatedon shoots 8, 10, 14, 15.
<br />16, 19I 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as'nclicated on sheets 8, 9, 10, I 1,
<br />14, 152 17, i 5, 19, 20 25 and 2I5 of 26, of Product Evaluation Document (P.Ei,DL,
<br />dravAing No. 20-176,
<br />I-MIALLATIM
<br />Installation shall be performed ,%firictly in accordance with details indicated or)
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 26, of Pioduct Evaluation Document
<br />(P.E.D.I. drawing No. 2O.i7fi. Minimum separation to glass shall be as
<br />Indicated on sheets 8.14,16,26 and 26 of 2l!L of Prodict Evaluatton Document
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<br />(P. E. Dj� drawing No. 20-176.
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<br />Du� WALL, ANICINDITS SHKI BE t0i ENDIFIFFIN, TO REACT, 111i INANIN 517ILK.TURE DEPINNO 5F.-W PAII
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<br />- I/A-t TAPOCIN ANCHORS, AS ONANN�Xiaarj ST I I A SUIll W,
<br />I A WOOD WEED AS ANTOLINI W T4Y 4ANVOONOTON AMERE III aNMrEAl Tl K INI.IZALECO NOv
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<br />WAFFETRATION INTO STUCCO Si- W SONSOMED AS PAW -- TIFFS RE12OATILD 7HREAM PDWgbk�
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<br />I UMMN EDGE DISTANCE OF LAG Waal INTO kirl SLF m- ,-I- ussarED, N n,i� assainal
<br />STORM PANFEL'S FIDEGJACT FOR Ill AND WOO RESITTIANCE HIS RUN VEW.l- IN ACCORDANCE MTN SECtIl 16-26 Or
<br />THE ASME MENIMINfli CODE AS PER HUMWAAE UNOINEEPONIC; & TES7M4 INC ,QERMS DIN-51m. W-5iru a III AND
<br />ctl NR1N1%l PENCTRAI-10h OF NIWI FWWFI SHALL BE S/W !�_ -M ��",, USED SFW, - 1 1,12' .,(W, OFFINVOW
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<br />FENESTPA"i 1MILIC LAR INC, ArPORTS 1202 & si � AS FINCT011 IFIl TAS-202 Al TAS-.00N
<br />S-NOLl �;�'O i QX !_ WsWill " Ill Kill Ill INWOOD
<br />AS NIM AS Atossal REST LAB 01 SOUTH FLORIDA REPORT 007I 6 01 vL AS all Isr- �01, IAS ?,1v ANID
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<br />WO I., ATTGFOORS TOKI BE IWV, EFOOLF01 TO REAr�i 4,� Ill n`W�FCTURIY FELIND TICH POIl
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<br />N ALL IPUEL 5HIEST Nl PANELS SHALL KA�L a- NAL QLAIRI 5rLXL, An-N, A-li I.AAM %j NkNOLI DOYI
<br />GAWANI i CESISNOI will Or � -F WITIFF FLO I
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<br />elk l slif xl_� "i "SPINCIN W k Not TSAI V00i Is aLi CON" W/ �,.jl FFWTW4 I
<br />Ij [I Wil W THE RESPONS318i "%F THIL MNYWIOR 10 VII T_ Qa�WWWFW OF ISE sm�Mulw MEW a`%j`TTFA is Ill K
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<br />A 3�� IN CAn �_ lWV7aW VOINE. PWCA31 CONCV01 PAI 'Okil T`1_=(a?-Q Ois All iholel BE A'GVK �_ 11C
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<br />ItISTALLi ETAILS FOR REGQ1AR._EAbIELS(j,A__U
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<br />1-1 , - �:!�t2�� GIOSAL PROTECTION: PRODUCTS, I.L.C, W
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<br />&MATERIA"HARA.fol"ICS AND SPEOUGAPM;
<br />Shall be Strictly in accordance with General Notes and Components indicated -on
<br />sheet 1, 2 and ' 212 of 26, of PrOdUl Evaluation Document (P.E.D.), drawing
<br />No,20-178. An&or specifications shaft be as Indicated on -sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />2����� M
<br />7.1. ShaR be strictly ill complianctiLlaith General livrates No 1, 8 ftu 14, indicated
<br />an sheet 1 of 26, as wall as General Notes # 1 thru 4 and I I thro 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Docurnent (P.E.D3. Idnwing No. 20-176
<br />prepared by 711teco, Inc. and signed and sealed by Walter i Tillit, Jr, F.E,
<br />7.2. Product may be installed wMn HIGH VELOCITY HURRICANE ZONES as
<br />drifined on section 1620�2 of the Florida Building Code.
<br />7 3, Product shall only be Installed Into pourfrid concrete, concrete block,, and
<br />wood frarne Structures.
<br />Product Evaluation Report prepared by Walter A. Tillft, Jr.l P.E. (Florida License
<br />Ill 44167), President of Tittleco, Inc. (Florida CA-0006719).
<br />'WitillIfIffill
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<br />WATILL
<br />D1 T1 L TECO ADMON RECORDS � P. 9 � RZFORT� 20 1 0 L,01l PROTECTIors Pa0u, UC TS, Li 20 GAGE
<br />GAL VANI STELL aTDW PANeu ORM Ill 21CF-176), REPORT FF 20-072&01
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<br />I I L I Eco INC.
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<br />TILLff TEST]= S ElOQUORFERING COMPANY
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<br />WALTEI'LA - TH --11'r, JIL, PIEP tihIaTeewl
<br />PRODUCT EVALVATIO-N REr-ORT1 Fq.Tl:r Lksal 4.L67
<br />IL'_ft LatiNFsN�Will
<br />REPORT NO. -
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY;
<br />Shutters
<br />PR004JCT SMCATErvOli
<br />Storm Panels
<br />PRODUCT NAME,
<br />2A GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />fthat'Fr0edill Pr9dull2trujis
<br />48DO S.'W. 51 Street
<br />Davis, Florida 33314
<br />NJ�LMOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Wafter AIT'Illit, Jr, P.E. (System
<br />ID 4 IqOB) tothe Global Protection Products, LLC, Rule Chapter No.
<br />SIG29-3, Method I D of the Florlda Department of Business and
<br />proksalonal Regulation.
<br />This product Is being issued an Evaluation Reporl as described herein, and has
<br />been isainfled for compliance in accordance with the 2020 Savel Edition of the
<br />Florida Building Code, and to verify that the prociii Is for the purpose Intended
<br />at least equivalent to that required by the Code,
<br />'I'hi% Pinduct Evaluation Replid shall be Subject to revisal land malskTrikin basic of
<br />a Bulking fDoda change that may affect Its limitations and conditions
<br />2-M&DENCE SUISMIll
<br />2 FT. PRMUCT 9YALUAMN [IMMENILIR-F-04;
<br />Drawing No. 20-170, tifed '24 GAGE GALVANIZED STEEL STORM PAIl
<br />sheets 1 thn.I 18 of 18 prianared by Tilteco, incil signed and sealed by Walter A.
<br />ThLt, jr,, P � E, � dated 07[2712G20, This drawing tis a n into is
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<br />=-6llm IONCINFINTI - IIII, Elf I Ift, Si F.E.Ii 4 ii Ea - _- ii 1. � 7 -
<br />- .�' III lx.�� .jtjat_x!��Eana
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<br />Largo missike itimpar"'s r:Fwl ir��:tls v,rl plarfarTruvi'Ll uni &31"D '11 2-99 sbandai'd EM
<br />per section 1609A,,_1,,-,f0!�'- Fl[ori,!F, Burlding Code liri�'C'.1'(Yll�.;I�ati:t,�,r),Btj,;A��rJE)I-
<br />Section 1 709,8.3o pli A',;Tisi E-330 Ti report,,; pre -pal byl Aniedi Te,-linq
<br />Lab of South Florida, kepori-81-4-0--01 ditOO.'31111.102-MrIessi byWilliam
<br />R. Mahner, P.E., Bot iz li,At-oz: Fx:� al Henry Hattiam, P.E, and Rapart No,
<br />'
<br />0219.01-00, dated Febtl 25. 2ii signed and sealed by Edr-.rur,dcj
<br />Largatesprials, P.E. and Henri HWtel P.E_ Large rnisfifl,O WrIpact and cyclic.
<br />landings Per Projqcf,Ih, Tj,'AS 20- 1 6�'_703 as per section I 600,� 1.2 of (N.I Fronds
<br />Building Code. Test, R6port pirlar--mri by Anrerlcan TaslIng Lab of South ML,,66a,
<br />Report No. 1123.0,110� dated r4rivernber 23, 2010, signed andsocised by Jil E.
<br />Gonzalez, P E.
<br />Tensile test report Ii 90M-1!98 thy CNC Metallurr i ,=a �
<br />' gical- Mar - dated March I 3_ 220%
<br />signed and sealed oy FrIl Grate, P�E, as per ASTM E-8 and Tensile T.esd as
<br />per OC Molollurgical Rel No, 1 DKIII dated December 1, 2010 signed
<br />and Seeded by JEeryJw;i,-,farD. RE as per ASTOA E-&
<br />La-STRUCT-UP-Al. ENGI-NEEIRMING&ALOP LATOW
<br />I On 24 Gage Galvainaf.w.1 Slab! C-torm, Panp,j ter maximum Dories length vs� Dial
<br />wind load, as well as maxim,Lim anchor spacing v-q 61 , s - gn wind load and pairiall
<br />seat
<br />length based on ratir-mal and _o Fsrnp2rative analysis . -r,uJ in accordance with
<br />section 1604 of the ; lorda Builaing Code. Calculat sris orj�pariedl by Tillsol
<br />E' ,
<br />fril dated 12118110;md 0 ,8,`27II Ii-for this roviscirij, signed and sooled by'AlIkilter
<br />A, Tillit, Jr., P-E,
<br />1-MMILEIMPACT-RESISTANCE:
<br />Large rril Impact ull zuection 160 1.2 (if Inc Flord'a OUilding col as par
<br />SSTD, 12-99 Standard and TAS X11 -
<br />kY0D_LQAW R�,.M LANCE.
<br />24I Gage Galvanizir,,id 1,�teal Stol Panel hri�,, bt_,en terifivIll to 3ustasn,wind
<br />Pressure& MaXIMUrn fianysl lon-glih shall his as �ndicmtad onssiWS 3� 0, 1(11, ,I 1,
<br />12 and 17 of 18 of Pmauct Evakriation Dorurrlsmi (IO.E 0-�, drawing No- 20-175,
<br />Maximurn Anchor Spacing sNall b6as indit-.ited,)n she FiS 5, _q, 10, 1 1, 13 dair,j 16
<br />and 18of 18� of Prvdmt Evstuaikan Eint;oirrani (P E.D.), drawing No. 20A-75�
<br />24 Gage Galvanized ,�:i�Km .storm Pamel has t,i?�_a. wix[fied for i cornpliance to
<br />work as a non-parous Storm s4wuftef assambly, as rwar SSTD 12-99 st-andard
<br />s"Itollolloora,
<br />i ii, 7III fail',
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<br />5�_WFALLATIQJ!k
<br />ifl5tallf"Vfirin shall! be perforroad shrilictly in ancorlzianre with datails indicatiio,i OIn
<br />vhPois 3 thil 9, 12 thru 18 o1l 8, of Prol Evaluation Document (P.E.D,111,
<br />drawing No. 2ow175. Minimum -separation to gless shall be as indif,ated on
<br />I a
<br />Sheels 37 6. I 3, i 4, 1 r- 16 and 1 8 Ill 8 of Product Evaluation Document
<br />I ED.) drawing No- 20-176.
<br />III MATERIAL CMARAC ERIULC�,_
<br />r AN_Q_$M MIF CATION i;
<br />� _$
<br />shall be strictly In aucc-ordancle with General Notes and COFFYIDONE'DeRbi indliCalthd On
<br />r
<br />smEB ti and 2 of 1 8, of Produr ( Evaluation Document F(P E_D� ). drawing No.
<br />So-176.
<br />Anr,h:�r spec.ificatruns shall be as indleated on sheet I of 1 8, of ProducT
<br />EvaluetioNn Docurnerst"P.si drawing No. "-175�
<br />JIM
<br />-1 1. Shall be Rldri in olompliance with General Notes No- 1. 8 thru 14, Indict -Led
<br />on shest I of 18 of Product Evaluabon Document (P,E,D,), drawing No. 20-175
<br />'
<br />proDar"ad by Tiftl Inc. and signed and sealed by Walter A, Tillit, Ji., P.E.
<br />- -1
<br />- I � PrOdact shall not be histakidwithin HIGH �/ELOCITI HURRICANE ZONES
<br />as cofined art Section I K0.2,cipl the Florida Buthrling Code.
<br />7 3 an
<br />!,-. Produ4:1, shall only be installed into poured c crete,concrenteblock, and
<br />wood f-arne strucrul
<br />Pri Evaluation Report -prepared by r Der A Tillit, Jil P.E. iFlarids License
<br />ell 44-i 67), Pirrusident of Tirmol lnc� (Flonda CA-000671 QT_
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