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<br />PRODUCT -EVA-MA-DON REPORT
<br />REPORT NO.: 2W20.01
<br />DATE: July 28. 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global ProllectlartProAmil UX
<br />4800 S.W. 51 Street
<br />Davie, Florda33314
<br />TAPURPOSEEVALUATION:
<br />This is a Product Evaluation Re,pl Issued by Walter A. THIlPtI Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61G20-3, Method 1 D of the Florlda Department 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 the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Sulking Code charge that may affect Its limitations and conditions
<br />2.EVIDENCES111101M.9TED;
<br />2.1. PRODUCTf-VALUATION DOCUMENT tP.EJ),I;
<br />Drawing No. 20-111761 titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Sheets 1 thru 26 ol 26 prepared by Tifteco, Inc.: signed and sealed by Walter A-
<br />TkIlit, Jr., P E.; dated 07128/2020. This drawing Is an integral part I
<br />Evaluation Report. ,I,11NA.TAAII6,j,I
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<br />21, TEST REPORTS:
<br />Large missile impact an fatigue load tests were performed under Protal TAS
<br />201. 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing, fric , Reports it 96-569 dated 08/Cg/19�rgb, #%-570 dated 0908119915,
<br />096-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />FI Fenestration Testing LaborstM, iric. reports # 2032 dated "11611998 and
<br />0 2126 dated 10/05/1998 witnessed by Gilber Diamond, F.E.and Report No
<br />0219.01-409 dated March 4, 2009, signed and sealed by Edmundo Largaospal
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. IIICM-197 I QPC Metallurgical, Inc., dated Ma rh 13, 2009,
<br />signed and sealed by Frank Grate, P.E
<br />2N,3_STRUCTURAL ENGINEERING CALDULAT7. EM,
<br />On 20 Gage Galvanized Steel Storm Panel III maximum panel length vs. -design
<br />wind lead, as well as maximum anchor spacing vs, design wind load and panel
<br />length ll on rational and comparative arall onri in accordance with
<br />soction 1FIl the Florida Building Code Cal�ilatonsprepared byTitteco,im.,
<br />dated I 1 III and 03i12/15, signed and seated by Walter A. Tit l jr_ P E
<br />3-_ASUZ d-PACT 13 NC,F-.
<br />-RE$ - - TEA
<br />Large missile Impact under Section 162a of the Ftorida Building Code, as per
<br />TAS 201 Protocol:
<br />4, MND LOADS RE$1STAN_C_�_
<br />20 Gage Galvanized Steil Storm Panel has been verified to sustair wind
<br />pressures- Maximum panel length shall boas indicated on sheets 8.10,14, 15.
<br />16,19, 25 and 26 of 26 of Product Evaluation Document E.D.).drawing No,
<br />20-176. Maximum Anchor Spacing Sill be as indicated on sheets 3, 9, 10, 11,
<br />14, 15.17, 18,19,20 25 al 20 of 26, of Product Evaluation Document (P.F.D.),
<br />drawing No. 20.171l
<br />5, INWALL-LATIO-N,
<br />Installation shall be performed strictly in accordance with details indicated I
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 28 of 26, of Product EvaluaWn Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />indicated on sheets 8.114, 116. 25 and 26 of 213of Predict Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
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<br />ALTERKATE B 111111OUNI I
<br />SECTION I SECTION 2 Me4j I
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<br />. �, - e - -4�-,.� � �_- IN - - - — - - ANNiI EiSA)W&P -,-, M.Xiiiiiii-M, i SECTION , _�V, � 20-176
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<br />-6.. MATE RIAL-CINIARACTIERISTI CS AND SPECIFI-CATIONS,
<br />Shall be sti-Irgy in accordance vIiih General Notes and Compononts indicated On
<br />sheet 1, 2 and 22 of 26. of Pfodul Evaluation Document (P E D.), drawing
<br />No.20-176. Anchor Specifications shall be as indicated on sheets 1. 7 and 21 '-if
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />7. LIMITATIONS AND CONDITIONS OF USE,.
<br />7.1. Shall be stricity In compliance with GiNerisliral Notes No 1, 8 thru 14, indir-PatIll
<br />an sheet 1 ci' 26, as well as General Notes # I thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P E 0-). drawing No. 20-176
<br />prepared by Tfliew, Inc. and sgriM and seated by Walter A Tillit,jr. P.E.
<br />T2. Product may UPI installed within HIGH VELOCITY HURRICANE ZONES as
<br />crifined on section 11520.2 of the Florida Building Code
<br />7 3. Product "all only be installed into poured concrete, concrete block, and
<br />wood frame Structures
<br />Product Evaluation Report prepared by Walter A. Tillil Jr.. P.E, (Florida License
<br />No. 44167), President of Tilleco. Inc. (Florida CA-0006719).
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<br />DiTIL'rECOAOMONREI--ORCSIP.E-REPORT 2C%GLOBAL. PROTEMO'4PRODUCTS 1-11-Ci2iflGAGE
<br />G4 VAINQED STEEL STCPW PANEL; DIRM 4 2UI74IR5,AcTrRT #20-GrI&ETi
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<br />4 dFECO INC.
<br />TILLIT TESTING IS, EN01hielFt1r46 COMPANY
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<br />- F_ALUATIQNJ�Uil IL'- LT,miI Aft'll
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: GIghall Protection Prieductlil I
<br />4800 S0, 51 Street
<br />Davie, Flonda 33314
<br />t PURPOSE Of-EVAL-VATION;
<br />This is a Product Evaluation Report issued by Walter A. T1111t, Jr., P.E. (System
<br />IV # 1)06) to the Global Protection Products, LLC Rule Chapter No.
<br />61 G20-3, Method ID of the Florida Department of Business and
<br />Professional Regulation
<br />This product is being issLqed 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 ;he product is for the purpose intended
<br />at II equwaient to that required by the Gode,
<br />This Pioducl 'Evaluation Report shall be sublet to review and revision in case of
<br />a Building ;:ode change that may affect Ill limitations and conditions
<br />2._EVIDENCE SUBMITTED;
<br />2-1. PRODUCT EVALA)A � T,IQN ., DOCUMENT;P.E.Il
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />,,,eels I thru, 18 of 18 prepared by Tilteco, Inc„ sign,FA and sealed by Welter A.
<br />TilfiC Jr., ll dated 07127/2020, This drawing is an
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<br />2.2. TEST REPORT �'-
<br />Large missile impai P
<br />I I � I �! , � ,_,TiPJOI"��GTD 11�4)9 siandard ab
<br />per Section 1609.1
<br />I ,ii , 1,, Urn,'cTrim static-, loads as per
<br />Section 1709-8.3, p
<br />- - -' 7, L � . .. -,�._aIred bV American Testino
<br />Lab of South Florid,
<br />1, - '.21 IX,2 viriilnc.sE.ed by Njlllinrrn
<br />R. Mehner, P.E-, F
<br /> I . I . ilaltivm, P E. anc Report No
<br />0219,01-09, date
<br />- . , , . �� t 1, I-t, ly F d
<br />- .(! anti sexier
<br />' . r u f,j Il
<br />Largaespacla, P.E. �
<br />I ; - ' ni F I_ Large, misil i,irl and cyclic.
<br />loadings per Proton
<br />, ' , I _ .1 r- _''.I i a,, per secl I 13091.2 of [he Florida
<br />Building Code Test I
<br />,..,-,-v-d by Americw) 7,;sliag Lab o- Soutti Fonda,
<br />Report No 1123.01 )
<br />,-;" !__> Pber23. 2010. sign and sened byii.i3o E,
<br />Gonzalez. P E_
<br />Tensile test report N
<br />-I' 1 i 0- _)C iMet3-11urgical. !rr_ dated Mitch -I. 2009.
<br />signed and sealed -.
<br />Ill Grale P E, as opi ASTM E-8 and Tensile Test as
<br />per OC Mcllanurgic,-,
<br />I'?--- *-4o. 1 0KII 1 3 ib. dated December 1 2010 rOgned
<br />and sealed by Jerry �r
<br />' L .;. ,' _E as. LiNtirASTrvI
<br />2.3. STRUCr IRAL T-NGINEIERING
<br />CALCULATIONS:
<br />On 24 Gage Galvar , _
<br />I StI,"_1 . , , I _o!, ir-A i,,r n-, ., I!.. , ;,,oiriel lenqu i vs Lili;it,il
<br />wind load, as well a
<br />ro y If, it , - -i - •:pacinl . , . !7; wird IcAd and pal
<br />length based on ra >
<br />I J,ive ZIEIiflis[.'. .";
<br />i in accordance with
<br />section 1604 of the
<br />I -, -. I ; -i ,� '!� , �, ,�
<br />r ?' -li!��1, -�, prepar,.I-j by Tijil
<br />Inc.. dated 12118,110 .
<br />..
<br />i � I ,;� - - ! '' ,- r, _ , mi
<br />I _qned and iiiii.aled by VINialler
<br />A Tillit, ,J,. , P.E
<br />3, MISWINIE, IN RPV014,"T RESISTANCE:
<br />Large mtsite Impac -
<br />;;-,Pj,-; zt,-_'l'I 160t4 1 2 o; tht t :.I ,1 Building I as par
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<br />SSTD 12-99 Standa
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<br />: I, t3l`ITl tV_jS I,1�Fj &1,'O�'lflclfj tC. .aIjl�l,jrrj WhI
<br />,
<br />pressures, MaXE1111.1,11
<br />i[,.tl -I I-,,.'1�_-ti-I sll;ld hl:, as itrltr,all on '01"l, "i to 10 11,
<br />12 and 17 of 18 of F!
<br />1 It(,! E,.. iLI n D,,-T1Lint .,4r,l 1P E U drawing No. 20-175
<br />Maximum Anchor $I
<br />ing -Juill Lt. >,lif-.-j"l -t4 ,jif ,L -, , 1�; N 5, 9 I(). I 1. I ' -, thri X
<br />and 18 Ca 16, of PrTL
<br />, -, [%aluafi- 0,�cmllv , IT I iP EAD ). drawing No. 20.175.
<br />Galvanizer24 GagGalvanizer�
<br />1-' - ' rijrn P INal has rIet-"L vi�-!rffied TIC,; Cede "ir,Ii_Aja9t;e Ito
<br />work as a non-porou
<br />7 , , %h,ffier 3SS;?iyjbjy, at, l i�STD 1"2444 !Jtaris:lard
<br />fSoLl F% N1.k.Ii11QNL1RFtQRr_N0.1 "A
<br />S. INSTALL,ATION:
<br />lrI_-,tV*iIaI1T)T--,,�,l be performed stric*iy in accordance with dotaiis indicated on
<br />,;hl 3 thru A. 12 thru 18 of 18. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.175 Minimum separation to glass shall be as indicated on
<br />sheets 3, EP, 1, 3. 1415. 16 and I 8 of 18, of Product Evaluation Document
<br />fP E-D.), drawing No. 20-1175.
<br />6. MATERIAL CHARACTERISTIC$AND SPECIFICATIONS;
<br />Shalt tie slrir,Uy I avc*rdance with General Notes arKJ1 Components indicall on
<br />shoet'l and 2 of 18, of Product Evaluation Document PPP E.1l drawing No.
<br />20-175.
<br />Anchur specifications shall be as indicated on sheet I of 18, or Product
<br />Evallubtil Document (P. E D, It, drawing No. 20-175.
<br />7, LIMITATI011il ANQ_C_0NDIR ONIS OF..II,ifft;
<br />__.
<br />7.1 Shall ,.To strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sh--4el I of 18 of Product Evaluation Deruril IF' E D.), drawing No 20-175
<br />prepared by Till Inc, and signoo and Sealed by Walter A. Tillit, Jr P E
<br />7-2, Protium shall not be Iii-Aalled within HIGH VELC)OT'll HURRICANE ZONES
<br />as cefiled rn se,cit ITZO 2 of thy, FIcIrl Building Code
<br />""
<br />3. Product shall only I installed into poured ,�;cncrete. concrete block, and
<br />wood flame strucluir46.
<br />Product Evaluation Report .1ftipated by Walter A T01i! Jr. P E (Florida License
<br />No 44167l, Prn*iOent ofTilteco, Inc (Florida CA-001fl
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<br />- Plans Review completed and approill
<br />IN; I A! Lj,,.T10N ',IETAI F� r OR 1_E_9 AR NIL Ls 1
<br />- . - _� _1_3 VL_ _aA- ___ - 4c 1,n, for compliance with the 2020 FBC 7th Editior
<br />INTO _f_XIS1'r,IG, POU'RED CONCRETE --Qf�-f�,'.Q-N-CRETE-BLQQK--5TR-u��-TO-RE$. ra" I
<br />. - _ _ ---,--- llx�:111 _: .. I by Debra Anne Ktahr E-1111111PRO 2'� 2023
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