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<br />TILLIT TES"I'lilig,1113 in l�!�NG:�M4,�ll..�M�����l��lli�l�3lI CONIPANY
<br />PRODUCT EVALUATL
<br />QRREPORT
<br />REPORT Ii
<br />20-0728.01
<br />DATE:
<br />Jufy 28, 2020
<br />ShIAWS
<br />PRODUCT $US-CATF-GORr-
<br />Storm Panels
<br />til
<br />'aul,com
<br />411.r. I ,,, W17
<br />FIT C I L-Ill, �, WtCll
<br />PRODUCT NAME� 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER- Globall-P rQW_G�Tg0.qA%_Ll
<br />4800 S.W, 51 Street
<br />Daviii,:rlorda33314
<br />I.TVREOGEOT M%LUATION �
<br />This is a Product Evaluation Report issued by WaIW A. THIlt, Jr-, P.E. (System
<br />ID # 11306) to the Global Protection Products, LLC. Rule Chapter No.
<br />61 G20-3. Method I 0 of the Florida Departmentof Business and
<br />ProfeWonal R"lililatil
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been venfled for compliance in accordance with the 2020 Seventh Edition of 0,A
<br />Florida Building Code,, and to verify that Oweproduct Is for Ill purpose Intended
<br />at least equivalent to that. required bythe Code
<br />This Prod uc1 Evaluatirer Rept,,j rt shall be SUbjeCt lee: review and revision in ease ol:
<br />a Building "Icide clisinge that may offset its limitations and conditions
<br />,,
<br />2,_F,__VLQM_EA1jj99MQ;
<br />"PROD-09MALUATION DOCUMENT W-FLIX);
<br />Drawing No. 20-176, tilted "20 GAGE GALVANIZED STIEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tillaco, Inc.; signed and seated by Walter A-
<br />Tillit, Jr_ P.E.; dated 07!2812020. This drawing Is ail, integral part RAIM
<br />Evatualtion Report. -oilt, "ll,
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<br />22.-TEV REPORTS:
<br />Large rnigstle impact and faitigue IlSad test$ were performed undw Pro,tocols'! AS
<br />20,1, 20i as per sv*,ton 1626of1heS Florida Building Cride. UnifornEl loade
<br />as per TAS 202 Protocol, Test te,pl prepa.ed by Hurric,one Engina,ering &
<br />i risting, il Reporl # 96-:569 dated 08il �AQ6, #146s-570 dated 00 ' r! 81,11 ii�ige,
<br />ol dated 09r20,?1296, all thres sIgned ,and sealed I Hector V kinaina,
<br />1i Fertla�strattll Testing Laboratory, Inc. reports lt 2032 dated CW ' 16il 998 a nd
<br /># 2126 dated 10/05/1998 wi�nessad I Gilberi Diarnorld. P.E and Rep -I No
<br />0219.01-09, dated March 4, 2009, signed and sealed by EcIrriundoLe-ga-sna-da,
<br />P E, and Henry Hattem, ll
<br />Tersile test report No. 'zlCiil -_ O-C Metallvrqlcal, Inc., dated Mardin - 3. 22W9,
<br />I � �
<br />signed and sealed by Frank Grate, I
<br />�_i,$TRUCTURAL ENGINEERjj45_CALQ.ULAT[QN$�
<br />-
<br />On 20 Gage GaNarized Steel E-rl reanci for ina,!Eirrlarn pari-ol lengLih,wo. Ilesgirt
<br />wired cifed, art wel�'as rrilairin-vur" 4r,rhitIr �etpac4uj Ill!E, design iieffid fnEd and pwii:Ii
<br />lenT iii onsler� on raTl,SIr[:n11 and i��C)���'4,�!1,��r�-iii���lli,�ir3 arislyi: es, i� lx� ri acS,,--,m,1an_c , I �: 11
<br />,� �� t � . I P ellil
<br />Il
<br />section 161F5 ofIfTe, Florida BuildneiCarle 1",��ak;t,fafliona, p,i-c��,-���i�PX�l�i-ls],Ii��L,=.,�lI �rlc,,
<br />dateil 11iX)3lIQR and r)3l?i2/j5, signed and sil I IjIl,"alier,ii 7iiilf7 ir,, RE
<br />IMS�$��_RUMSTI"N -C--'.
<br />Large missile rnpact unde, section 1629, of the, Florida BuOding Code, as per
<br />I 11
<br />TAS 201 Protocol.
<br />4. WIND LOAD$ RESISTAIIII
<br />20 Gage Gaivarazee Steel Storm Panel has been verified to suisitair wind
<br />Pressures. Maximum Panel ieril shall be as indicated on sheets fi� 10. 14, 16
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P, E.D,), drarving No,
<br />20-176. Maximum Anchor Spacing shall be -or, Indicated'Ern ,01'I P, 9 I lo, 11 1,
<br />14, 1 6, I 7, 'I 8I 19,, 2!0 25 Eird 26 of 26" of 11"!"I".lijoict EINEiiuriltlGri Document ilP.F,D�,�,,
<br />ch"EmIll Niti, zck,1176,
<br />51WWALLA11Q&'
<br />Installation shall be performad sirictly Ili acaw-dance with detalls indicated on
<br />sheets 3 thru 7, 1 0 thro 20� 23, 24 and 26 of 26, of Protluct Evaluation Documierl
<br />'
<br />�P.i drawing No. 20-176. Minimufn fieparalion to glass Shall be as
<br />indicated on sheets 8, 14, 16� 26 9nd 26 of 26. of PlIol Evaluation Document
<br />(P.i drawing No. 20-176.
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<br />sheei 2 and 22 of 26, of Product Evaluation Document i I ), drawing
<br />fha�2(0176. ArecAor spectfications shelf be as Indicated on sheets 1, 7 and 9�1 of
<br />26, of Product Evaluation Dincurruent (RE.D.). driniving No. 20-1713-
<br />7. L.11AIT&-T[Q,N-$.AND-.C-QN-QLTLO-W--OF USE:
<br />7. 1. Shall be strictly in complizi-tce with General Notes No, 1, 8 thru 'I 4, indicated
<br />an sheet I of 26. as well as General Notes # 1 thru 4 and I 1 thru 16, bidopatea
<br />on sheet 2-1 of 26 of Product Evaluation Document (P.E 0.), r1rawing No. 20-176
<br />prepared by'niteoo, Inc, and signed and seated by Walter A Tillit, Jr., P.E,
<br />T2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1 I of M Florida Eluilding Code.
<br />7 3 Product sliliaill,orily be installee Into poured concrete, crmal Pte block, arid
<br />vrood harRE? SlYUCAUrM
<br />Product Eysitiation Report propervid by WafterA_ Tillill, Jr., P E. (Florida License
<br />NO r 44167), President of Tifteco, Inr_ (Flunda CA410i'i
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<br />REPORT Ill
<br />2"727-02
<br />DATE:
<br />July 27, 22020-1
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Paril
<br />PRODUCT NAME �
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />IMANUFACTLIRIER�
<br />�,-P.I'A:�t�-aLpf0t.ecti�n-P�r-oil����t�o:I I ... IX
<br />4800 S.VI 51 Street
<br />Daeete� Fivreta 2QS14
<br />1- PURPOSE OF EVAL W
<br />- =,-- - -M
<br />This is a Product Evaluaticin Report issued by Walter A. Tllll� Jr., P.E. (Systern
<br />ID # 1,306) to the Global Protection Product-$, LLC, Rule Chapter Noz
<br />6IG20-3, Method 1D of the Florida Departmemit of Business and
<br />Professional Regulation
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the,
<br />Florida building Code, and to verify that 1he product is forthe purpose inlended
<br />at leas, equivalent to thlaill required by the Call
<br />This PtockedrEvaluatiort Report shall be subject to relediew aniii le'litiEkEn I" caso os
<br />a Buill t0odis change, that nisy Affect i's limitations and GoirwfilcorIEE
<br />2-,,.E�YliD.EKCF,---$.Ufl�WITTER:
<br />__
<br />2-1 � PROOLI-C-T-EVALIJ i _Q_QG,_UWEE1 --P- Ii
<br />Drawirig No. 20-175, Wed '24 GAGE GALVANIZED STEEL STORM PANEL-,
<br />sheet,-; I thru 18 of 18 prepared by Tilteco. Inc.; signed and sealed by Walter A
<br />I iffi' Jr_ I dated 0711171232fl- T his drawing is an inteR.WTVk'"Ill:
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<br />L-abofSauth Florida, Report#0814,01-01 dated 0311V02 witnessed by William
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<br />0219.01-09, dated February 26, 2009, signed and sealed by Edrrundo
<br />Largaespada� P,E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings por Proliviculs TAS 201 & 203 asper section 1609.1.2 ofthe Florida
<br />Building Code- Test Report prepared by Arriencan Tal Lab of South Florida,
<br />Report No,. 11-1-&01-10, dated Novembel 2010, signed and swied byJullo E.
<br />Gonzalez P E
<br />Tensile test report blo, 9CM-198 by QC Metallurgical. Inc;, dated March 13,2009,
<br />s�gned and sealed by Frank, Grate, PIE, as per ASTM E-B and Tenslie Test as
<br />per OC Metallurgical Report No, IOKM-1.318, dated December 1, 2010 sic
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<br />anSts,lWed by Joerry Jecinfall P.E. as lcer,ASTM E-8�
<br />V, STRUCTURAL r .Rlpi .CAIX , T_ 5-
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<br />Oil 24 Gage Galvanized Steo� Storm Panel tor rraxhTlium pand length tIs, design
<br />wind load, as well as maximum anchor spacing vs. desilign wind load and panel
<br />lergAh based on rational and comparative analysis, arid in accordance with
<br />section 11604 of the Florida Building Code Calculations prepared byTiltecal,
<br />Inc., acted 12,118110 and 08/27113 (for this revision), signed and sealed by Waiter
<br />A 71111t, Jr., P.F_
<br />3. MISSILE IMPACT RESISTANCE:
<br />Lani mills'll impact untler section 16091,2 of the Ronda Building Code, as per
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<br />24 Gmagn Galvanized Steel Storm Panel has been verified to susialirl wind
<br />I fircibrull Maximum parlet length shall be as indicatad or; sefteeriq 3, 01, 10, I 1,
<br />l2and iTofl8r,(Pr,)Otic�!E'va�iLl,atiionE�01,L$rnlO3f)l�(P.F.11 )I, drawilrioNo. 20-175.
<br />Maximurn Anchor Spacing shait be, as irldii�atlad an sheets 5, 9,10,11, 13 i 16
<br />and 18 of 18, of Product Evalualion Document (P.E.D,), drawing No. 20-175.
<br />24 Gage Galvanized St" Storm Perot has been verified for code compliance to
<br />work. as a rion-porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />SI WTALLATION;
<br />installation she$] be perflonnad sirictly in accordance Nifith details Indicated nn
<br />sheets 3 thru 8, 12 thru I 8 I 6, of Produci Evaluation Documank (P.IEI,D�)I
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheels 3, il 13, 14, 15, 16 and 18of i8, of Product Evaluation Document
<br />(P,E_O), drawing Nal 20-11TS.
<br />6-. MATERIAL CHA8AQjEAMTjQ3 AND aKCIFICATto ,
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<br />Shall be strictly ir, accordance with General Notes and Compox-tents indlicateo on
<br />sheet 1 and 2 of 1 8, of Proauct Evaluation Document iP � . E,D.). drawing No.
<br />20-175.
<br />Anichor specificaticins shall be as Indicated on sheet I of 1 8, of Product
<br />Evaluatiori Docurraint(P.E.D.),drawing No. 20-175�
<br />7. L:,INJTATJON$,,Am-D--co.NDrwNs�p:,E.usr;.,,
<br />71 � Shall be sloctly in compliance with General Notes No. I r 8 thru 14, Indicated
<br />onsheel I of 18 of Product Evaluation Document (P.E,D,), drawing Nol 20-175
<br />prepared by Thteci Inc. and signed and sealed by Walter A_ TIfill, Jr-, RE,
<br />7-2. ProdLyl shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an section 1620.2 of the Florida Building Code
<br />7.3, Product shall unitt be installed into poured conlarrie concrete block., and
<br />wood franne structures.
<br />Product Evaluation Report prepared by Walter A Pill I.I.Ir- Ii (Florida License
<br />No, 441il President of Tilleco, Inc. (Florida CA4"'6719)�
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