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<br />PRODUCT"ALUATION-REMBIT
<br />REPORT NO.� 2"729.01
<br />DATE-* Jur y 26, 2020
<br />"RODUCT CATEGORY: 51111.100,11,
<br />PRODUCT SU&CATROORY: Storm pl,-II�
<br />PRODUCT N"E: 20 GAGE GAI VANIMD STEEL S70RU PANEL
<br />MANUFACTURER: riluball Protection Firoducts LLC,
<br />4KN) S.W. 61 Stroll
<br />Oavw. Rordiii,333itt
<br />1. PURPOSE OF FVALUATION:
<br />This is a Product Evaitialfian Repon iss,clOd ny Itifalter A. Tillit. Jr- P,E_ ISysiern
<br />10, 0 1900 to the Global Protectlorri Pr�d.cts, LLC Rule Chapter No.
<br />GIC20-3, Method 110 of the Florida Department of Business and
<br />Prolesslonal Requalitlerre
<br />This p"tcl itt I,pe" its�.�, � � � . ,,, 1 ;j, , -,
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<br />been Verified for nftnlwg�t � I I ;- � ,� "Itnezo2oseverd, �_,Illareoll
<br />F lorido Or) �,--- � � -� - -- - 1, 1. �' �', ,, �od,.Kt Is, for Me pucpuse Mended
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<br />rhm Pernd�,f I - I �_ri ,.�� ,;, sll,14 t,o sl�,t;�,�, I to rev*Warkirevill inuiseoll
<br />a Etwirlirg C'*JI- t I-larl thart rnary affect ks limitations and conditions
<br />2 FVIDENCE SUBMITTED.
<br />2 1� PRODUCT EVALUATION DOCUMENT �P�ll
<br />Drawing No. 20-1176, litted 20 GAGE GALVANIZED STEEL STORM PANEL".
<br />lithoets 1 thrue 26 ---126 proWdo by T,tttl Inc: sIgnod and scaled by Walter A-
<br />Tillit,it.,PE.�d.-it�-dOl-'28,'2020 Thil drawing is an inicgral partQUNS
<br />Evaluation Repw- ",I". I ihn,
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<br />Lalige misitte ril alerl fatiquei load lesis wil performed widelir Pf,ctocol., TA$
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<br />201, 203 as pet Sectlon 1620 of the Fil Sumill Coal@ Uniform il InalK
<br />as porTAS 202 Protocol Tost rilaorts prep a red by Hurri c-ane Engineer ng &
<br />Testing, Inc. Reports 0 96-569 dated USX9110196, 01�46-570(iatva 09"61flift,
<br />09f _T30 Called 0-n!200991l all thme signed and sealed t�y Hector Ill fralasirria
<br />P E , Fe,liaelilItration T#stk% Lawril Inc. trepotis * 2032 "led 04' 1W1908 and
<br />9 2126 daill 10/M:1998 witnessed by Giber, Diamond, P.E am Repo— 'I-
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<br />0219.01-09 dated Nial 4. 71,)W, Signed and siesiled by Edmundo Larceaosrl�nl_',
<br />P I= and Henry Hiattem. P F
<br />Tensile Jest report No. 9W-197::y OC Milertativrqtil Inc. dau-,d Marl 13 2000,
<br />Kraid is" It"Idid by Fear* Grate P E .
<br />2.3. STRUCTURAL ENGINEER11hri CALCULATIONS:
<br />On 2043epc G3kv3At2ed Steelll!Niorri Porici for rnax�rnurn panoll,eirigth vs, desig
<br />wirld icad� . as Ael� a a irraix�lrittlm '1110,or spacIP9,45 dartisgn w4iif load and panel
<br />lringlh hastec on iaI,0erW art! �,,cimparalllva aralysis, ,inc r accordance with
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<br />spti4el 1616 rif q*� Florida Suillong Codo CaWations prell;mroli by Tdloco, Inc,
<br />dal+id I IM'�i,'08 anti 03�'Z,15, signed afFd s<-,OW by WalleeA� Tll�4, Jr., RE
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<br />4. MND LOADS RE�SISTAN'V-F_
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<br />"a Gage Ga vanized Stce� Sklmn Panel has hson ventioi,te, cutIllair wi,id
<br />;1lessirl hiaxgm,m�-arW."-f.�,Li.v-40bodrlrWicatudonsteet48 10,14,15
<br />16� 19. 25 aqd 243 of 26 Of Product Evaluavon Document (P E 0.), drawing No.
<br />20-1176 Maixtrriurn At,rchur Spacing shall be as;n�aiecj on sheets B� 9 10� -, 1,
<br />14, 15.17, 18,19, 20 25 al 26 a' 20, of Pril Evaluation Document- to E D.)
<br />drawing No. 20-170.
<br />k KSTALLATION ��
<br />IrSiallation strall be rieeorreled IiIInctly in accotdarill with del indicated on
<br />shisels 3 IfIrl 7, 10 tirru 20. 23, 24 and 2L' of 26. at Product Evalt,auan Docarnera
<br />(P.E.D.) drawing No. 20-IT6 Mirrinnuir reparalim to glass Rhal! be as
<br />Indicated on sheets 8, 14. 16 215and 26 of 26 of PrMict Evaluation Do-c-umen,
<br />(P E 0 I, drawing No. 20-176
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<br />6. MATF RIA L C HARACTERISTICS AND S PLCIFICATIONS:
<br />ShW: I � , ' 1 1, i � accordaricio with Generai Note,% ami (";onnpc4ertt5 ril a I- an
<br />sh- ' L L� ,tf 26, of Plodue', Evaivaltion Documtelf (P F D), drawing
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<br />26, �, P, .�, : t .,tf),l Downtearx(P E D.). drawing No. 2D-17&
<br />7. LIMITATIONS ANU CONDITIONS OF USE:
<br />7 1 � Shall ll strictly in wrnpRaince w m Ger&rrei -%aters No 1, 8 Irvu 14, witlicated!
<br />On 8110011 1 0! 26. as w0l a& General Notog X I their 4 W)e I ? Intl 18, inMcated
<br />on shroet 21 of 28 of Product Evolu,vinte Dixa--mer t (P G 0. !,, drawing No. 20-176
<br />Prepared by Tilloco. Inc, and signed end 'we �j by Walter A Tillid, it- P E
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<br />7.2, Product may be trislulled within � 1-31. ..--IAILOC�TY HURRkSANE ZONES as
<br />entered on wd on 10520. 2 of Uria %r,�,.j clull,jirg CoOI�.
<br />7 3 Product shall only be Inb4alled Into Vejurva conceals, rumcfete Lo.-, z� � I
<br />wood frame sliructurl
<br />Pirctil Evailwaton Report prepared Dy Walter A Tilil Jr.. P E ft.r : e -
<br />No "167j, President of Tilisoo. fw- fFicajda CA-00ovr!9).
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<br />REPORT NO. 20-07Z7 02
<br />F�
<br />DATE- Atty 27, 22020
<br />PRODUCTCATEGORY SrVillets
<br />PRODUCT SUR-CATEGORY: Storm PaneI5
<br />PRODUC T NIM E: 24 GAGE GALVANLZED STEEL STORM
<br />PANEL
<br />W-ANUFACTORER: Global Prooction Products, LLC
<br />41300 S.W 5 - -L tt --.,
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<br />Davie. Flo,nda '71 � �! 1 4
<br />This is a product FItral"tirm Re:jorl issued by Wetter A rMiL Jr. P.E. - S,,'1I__ -
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<br />10 ff 1006) to the Global Protection Products. LLC Rule Chapter Illo.
<br />GIG20-3- Method 10 of the Florida Department of Susiness arid
<br />Professional Regulation
<br />Teiris. product Is beino Issued an Evaluation Report as described herein, and has
<br />bear. viedfill for complienca in accordance with ft 2020 SovIarith Edstion of the
<br />Fil"s Budaing Coils, and to ve0y that ,,he product is for the pu,poso intended
<br />al Watt- aquileasterV to that required hir Itil Code
<br />This Ptodutcl Eveheatel Report shah be 4itebtect to review aod r"slon in casr; of
<br />a Buk%V Code change that may effect its limitAicins arid conditions
<br />2..EWDEWE_$UBMITTF.0;
<br />41, PRODUCT EVALVATtQN POCUMENT IPIE.D.):
<br />Drawing No. 20-1?5, ulled *24 GAGE GALVANIZW STEEL STORM PANEL'.
<br />1--oM 1 thro I 8 of 18 prepanied �:y Tel Inc., signed anc sealed by Walter A
<br />Tillit, jr I P E �, dwod 07,12?.'2020. Tells dravvinge is an inteRlailaI7744ple
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<br />2.2. TEST !REPORTS;
<br />Large nelssile Impact toad tests were perfixinerl kerztTar SSTO 12-99 slar,,� �,! �+,
<br />Pet Sedron IWO � 1 2 of We Florida ScAltdirg C,ode Uaaormsjajfc:oad,L,,,,�,
<br />Section 1709.8-A, per ASTM E-330 TcmArerporItr,rs"radbvi-,,- -i-f
<br />Lsb of South Florida, Rftport 9 0814 W-oi dated o3iijIC2 wetr..-I,_I, �,, ,�,, lll,��ti
<br />R fellehrrrer� P.E-. Bortz Moroi, P.E_ and Henry Hallam, F E. anic Report No.
<br />0219-01-04. dated February 25. 2000. signed And sitailso by EdrAundio
<br />Largaespada,P_fi.andH"Hanom.PE- Large missileirripactillodoyclic
<br />loadirl Il Irolocults TAS 201 & 203 as per section '609,1.2 of the Florida
<br />araldil Code Test Report prepared by Amereal Teong Lab CIA So4Ah Floods,
<br />Repor'No 1123.011-10. dated Novembor23,2OiO, "nod and sealed OyJvlo E.
<br />(3vortroler. P E
<br />Tensile test toper. No 9CM-198 by OC Wetallunt", inc - cited Match 13, 2009,
<br />�
<br />s. grad find sealed by Frank Grate. P E. as par ASTNO E-O and Tensile Tool as
<br />pet OC MclOurtlinat Report No, 1OKM-1 318. dated DecombIor I � 21l signed
<br />and sealed by Jollity Jacreolanct, RE as per ASTIA E-A,
<br />2 3. STRVCTURAL EKINEERING CALCULATIGNS:
<br />011, 24 GaW GVrvaouad Stall Storm Panci lof rrmterinum parill longlin vs devil
<br />�
<br />wind �oad. as Wei as maximum anchor spacing vs. dritign wird toad and panel
<br />1--ng!h baseef on rations; and cornparative onalyll and .'n 2ccordance with
<br />sisretion 1604 of the Florida Buildirg Coda C;alculavors 9-upared by Iftsco.
<br />lent;.date-01 12-1,11W10 and M7113 (for th.s novisorL snined and ser.,jw by watifer
<br />.
<br />A Tdid, , � ps
<br />11AISSILEIMPACT RESISTANCE:
<br />1-a w4t- m:m," 1
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<br />S57D 12-99 5tanclard and TAS 201
<br />_1L WIND I OADS RESIVANCE,
<br />,� qVa,nj7.gA Sigel 0 . not hais been vasified 10 sustain wind
<br />- I : . - Storm PA
<br />�Ifvt��,,,�_ MA'arrium Panel length shall be as teid-call on sheet% 3, 9, 10, I 1,
<br />1Z and 17 of 18 &I P"Jivict Evaloation Document (P E D .I. drawing No. 20-175
<br />Maximum Anchor SDamg Anall N! Aq,rdicated on sliewis 6, 9- 10. 11, 13 thl 10
<br />and 18 c-' IC of Product Evalul Document (P.E,O.). drewing No, 20-176.
<br />24 Gage Gariven2vo Sifilail Siorrin Panel has Men verilleof for wd# comphance to
<br />w5rle as a non-perotis slorl shulint assembly, as W. SSTD 12-94-Q Standard
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<br />5 INSIALLATION�
<br />Invalrialliturt "I be parlormaid sirlic:sy in accordance with details indicati�-, ,:�r
<br />sheil 3 thinti 8, 12 Three 18 of I 8� of Ppoil Evaluation Dc-currierit (P. i L ' - ,
<br />drawlinglillot.2047S Minim um $*Par at ion to glass shall beiiat indfic-sl ,
<br />sheeltill 3. 6. 13. 14. 1 5. 15 and I & of 1 6. ot Produot Evaluation Docul ro
<br />(P.ED). drawing No. 20-175.
<br />S. MATERIAL CHARACTERISTICS AND SPECIFICATIONS;
<br />Shall W1,t*uXy#--w,;�,rdam.4y,Itr-, General Nvittisdr,dCorripcir-mil , `f";�41p-, -,,,
<br />shoot I and 2 of 13. of Product Evaluation Documand (P.E.D.I. dravo il No
<br />20-175,
<br />Allchor &,,II;Ir =11cations shall be as inaicaters on sheet I of 18 at Product
<br />Evti1uat#:_v;L �_jmentil E�D ),drativing No. 20-175
<br />7 LIMITATIONS AND CON017IONIS OF USE:
<br />/ I ShallbasVeritte � � �� nice voth Gertal I Notes NOL 11, 8 there, 14, Indicated
<br />on %hisel I of 1 8 of P,iw, - � - � z1h.; a t, r� � � I'-, � ...... rIl (P E D ), drawling No. 20-175
<br />rxeparl by Tiftel Inc 4 . Nqine,' ,i � : - ---i I,: 'ry Walter A, Tifill Jr. P E_
<br />7.2 Predict shall not be inutaill wahrn il VELOCITY HURRICANE ZONES
<br />as cerfened cn section 162C.2 of aist Florida Building Cude
<br />7.3, Product shall only be fenstaltev into pftrad concrete. co,icerrete block, and
<br />WT�ocl trame siruiclarl
<br />P(nductEv*vationR*pol;nv"rWtvyW*4*rA.Tdltt.ii.,P.E,i ItyridaLiconse
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