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<br />PRODUCT EVALUAjKW_R,EP0RT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28,2020
<br />PRODUCT CATEGORY: Sh"Itters
<br />PRODUCT SUB -CATEGORY.- Storm Poll
<br />flilitDOUI NAMED 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURLER� rollobalProbation. RnadydaUig,
<br />4800 SX 51 Street
<br />Dievie, Flo�dai
<br />1. PURPOSE OF EVALUATION,
<br />This is a Product Evaluation Report issued by Walter A. rdlit, Jr, P.E. (System
<br />ID # 1006) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G 20-3, Method I 0 of the Florid a Oepa rtment of Bus 1 ness and
<br />Professional Regulation.
<br />Th[s producl fs being bauxid an Evaluation Report as described herein, and has
<br />titseri verified for comphances In accordance with, the 2020 Seventh Edition of "W
<br />Floirillis Building Code, and to verify that the product Is for the purpose Intended
<br />at local equivaient to ftt required byt he Code.
<br />. Thi& Product Evaluation Report shall t* sUbJ40 Poll miniew and reviamn In case lot
<br />a Buildling Code altainge that may affect its firrilliations and condrimnR
<br />2. EVIMI Cf- fiIj %MffTr;Q_'
<br />4. 4
<br />. 2.1. PROD -Q-T-MMLUATION DOCUMENT (P-F-"
<br />Drawing No. 20-176, tffled "20 GAGE GALVANIZED STEIEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tifteco, Inc.; signed and seated, by Walter A.
<br />Tillit, Jr., P� E.; dated 07128/2020. This drawing Is an integral Dart q
<br />- %,tp,ls
<br />Evaluation Report, IFFIAIII, Irl"'.
<br />-, I ,, ,
<br />_30 � _R A r�t �**
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<br />MDUCI-M ALUAM,N_KZVQXLaaTI_aOAbcaM
<br />2,2. TEST REFIORTS�
<br />Large missite lmpact a w- ITAIque load II iii performed under ,L"rr
<br />' ' -
<br />201, 203 as par section 1626 of Via Florida l5uliding Code- ilnifoirivi.� I . _ - ,
<br />TAS '202 Prot<a of Test reports prepared by Hurricane Enainearru-tj &
<br />as per - - I _
<br />Testing,, too., Remorrus is 96-669 &-led 08,I090 096, #96-571) dated 0911 81 1911�i,
<br />#-96-T30 dated Oe-I20.11996, all Mrse 9;gned and sealed by Hect f=_
<br />'e- IssiI
<br />i1w. - 1,Ii
<br />P.E., Fenestration T-esting Laboratory, Inc, reporis #20Y2 dated 0-4- 11Q_ =
<br />#2126 dated 101Ok-�.,�199.8-e4itni3sn,'�?dbvGilbcrI Diamond, P E andRe.no-I-11
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<br />0219.01-09, dated March 1-4, _20 ._�. sillned and sealed by Edmundc- ,maespaida,
<br />P.E. and Henry Hattem. P E�
<br />Tensile test report No. PIC-M-1 97 by W, Metalturgica 1, Inc,, dated March i 3 22twDg.
<br />signed and sealed by Frank Grate, P.E.
<br />,
<br />2A-3-TRUCTURALENGIN E - 7 I.Q. R49;
<br />0 n 20 Gage G abe nizeda Steel Sta an Panel for waxi murri pai 19 rigth vs. deal ;g"
<br />wind load, as: welil as -naximum anchor spacing vs, design wind lead and Perot
<br />length haF.,ed on rational and ownparative arallysis, ana in accordance Ri
<br />section I 61 6 nI the Florida Building Code. Oak%flatlonls prepared by'Fifteco, inc-
<br />dak.ul 11ACINIOH and 03/1215, algred and sealed by Walter A� *t`ihii, if-, P. E.
<br />3. ML$.SILE-REACIRESL�-T-1-L�-N-CE-.
<br />Large missile impact under section 1626 ot'dre Florida flullding Coda, as per
<br />TAS 201 Protocol�
<br />4-WND LOADS RESI
<br />RESISTANK&
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<br />20 Gage Galvanizeta FS-II Siomn Panel has been v6rifieJ to sustain wind
<br />�� ,
<br />pressures. Maximum ipai,el length shall be as Indicated on sheets 63 10� 141,. Is,
<br />le, % 25 nnd 26 of 2.1 ist Product Evaluation Diacurnern (P.E 0�), driparing No,
<br />20076, flikaxtrnum Anchor8pacing shall beas hidicated on sheats ST 9 I ' 0, I 1,
<br />141, 11 11 I 711, It Oil I 9, 220 "- and 26 or 26, of Product Elnaluadir!lii I [Xiourrilf irp P ,r-
<br />=Tt _ i,t t
<br />drawirif; ift 20,47C
<br />5_MTAL1ATX'lN;
<br />I ristrill a Lion shall tat perFormed stri in accordance with details indicated on
<br />shearts 3 thru 7, 1 0 thru 20,F 23, 24 and 20 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to qlasrs shall be as
<br />indicated on sheets 8. 14,16. 26 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20176,
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<br />4.-M-AT tPECIELCATLONS;
<br />Shall Ise sl6ctly in acooridance with General Notes:and GII!Amponents indicated or)
<br />sheet'l, 2 and 22 of 26, of Product Evaluation Document iP.E D.), drawing
<br />No.20-176, Anchor specifications shall be as Indicated on sileets 1, 7 and 21 of
<br />2-51 of Product Evaluation Docurniarit (RED.). drawing No. 20-176.
<br />7. UMWLQN$ A
<br />,ND_CDNDLTI0jNS QF USP-.
<br />7� I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # I thru 4 and I I thru it�, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P,E.D.), drayAng No. 20,F17IS
<br />prepared by I'llteco. Im. and signed and seated by Watter A. Tillft,Jr,, II
<br />7.2, Product may be instalfled witI,.1n HIGH VELOCITY HURRICANE ZZONES as
<br />defined on section III of tho Fioncla Buildirsi Code.
<br />7,3, Product shall only be installed into puunInd concrete, concrete block, arid
<br />woodfrarrestructures,
<br />Product Evaluation Report proplarod FF11 Walter A� Tilih, Jr., P.E. (Florida Ulsanse
<br />"
<br />No 44167), President of Tilteco, (no- (Florida CA-0006719),
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<br />Fi4vAA`QEU 5 FEE1. STORM PANEU ORM 4 2I %R5�0r_,T 9 RO=Onsi
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<br />REPORT NO. - 20-0727F0-2
<br />C-_A'I=E- J u ly 27 � 2 029 C.
<br />PRODUCT CATEGORY: Shttliers,
<br />PRODUCT SUB -CATEGORY- Storm Parsais
<br />PRODUCT NAME: 24 GAGE GALVANIZED STECL STORM
<br />PANEL
<br />MANUrACI'URER: glIabalFriblec PreLiti LLC
<br />4800 SMil', 51 Street
<br />Davie, Florida, W314
<br />-1. PURPOSE OF F-VALUATIW.
<br />This isv Product Evaluation Repon 'Issued by Walter A. Tillit, Jr., P.E. (system
<br />ID # '906) to the Global Protection Products. LLC, Rule Chapter No,F
<br />U'ligh2a-3, Method I D of the Florida Department of Business and
<br />Professional Regulation.
<br />-
<br />71 - nroduct is being issued an Evaluation Report as dasrAbed herein, and has
<br />-
<br />bie -Fli vprfflod for compliance in accordance with the 2020 Seventh Edition of thq;I,
<br />i
<br />Flwkl� Bulding Code, and to,Ai�,�IIffy thalithe praduct. is for the pkvirose intended
<br />TO IEFDs� equivalent to that reqdied by 9ile Gotta
<br />Thls Pioducl Elvalusitioli Riaptirl shall tic sub - lecitto reviallAl and revision, hi coso of
<br />a Bililding Code Dhange lhatmay aftect its limitations and! conditions
<br />2FIEMIEWE-s"s jTTM
<br />2�1 � F PQ_CUhWMj,IP.EFD.).
<br />, _
<br />Drawing No. 20-175, titled '24 GAGE GALVAWiZED STEEL STORM PANEL',
<br />sheims I thru 18 of 18 prepared bv Tilteco, Inc.; signed and sealed by Walter A,
<br />Tillit, Jr., PFE, dated 0712712020. This drawing is an integWal #06,#,1Q
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<br />Evaluation Report. ,;,�� Nl�l "
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<br />Large rinIssito Irnpact III tests ,Arere parfc)rrried under SSTI.1 1299 Silandaid as
<br />pet section 1609.1.201he Florida 131ijld,�,rg [`,odfil Unnorm static load$ as per
<br />Sectk:ln 1TG9.8.3, per ASTM E-330, Test reports prepared by American Testing
<br />,
<br />Lab of S"h Florida, Report # 0814,01 -01 dated 03ITI 1,102 witnessed by William
<br />R. Mahnrer, P.E., Sorts Moroz, P,E, and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespaida, P-E. and Henry Hattem, PE_ Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section I 609. 1.2 of the Florida
<br />'
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Reporl No. 1123,01 -10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No, 9CM-198 by QC Metallurgical, Inc., dated March I 3,2009,
<br />signed and sealed by Frank Grate, P�E, as per ASTM E-8 arid Tensile Test as
<br />per OC MelaNurgical Report No, I OKII 318, dated Decomber 1, 2010 %kinied
<br />I �
<br />aid seajed by Jairry Jacioliano, P.,E. as per ASTM E-8,
<br />2,.3,_$.TRQC -tuR.Al�.FNOINF.F.R,I.N.q-CA-�.�;.tJ LATIQN.a;
<br />Or� 24 G,ape Garvantmd Steel Sterrin Panel for maximum parrot �erqith, vs. deNiqn
<br />loO-od load, as well as maximum anchor spacing vs. design wind love and painel
<br />lengr(h based on ratlona� arid comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco.
<br />Inc,, -Jared 12118110 arid 08127M3 (for this revision), signed and sealed by Walter
<br />, A. Tillift, Jr., P.E,
<br />3, MI �$�IMRACT RESISTANCE!
<br />Large missile Impact under section 1609.1,2 of the Floralz Building Code, as per
<br />ISSTD 12-99 Standard and TAS 201,
<br />1
<br />1 4-W �14 f .') LOAM$ � R, 5§1 $'TA N-C 9 11
<br />'14 GF
<br />. age Galvainizeirl 8,11reel Storm Panel itlas been verified to sustain wind
<br />I pressures, Mai panal length shall be as indicated on sheets 3, I), 10, I'l,
<br />12 and IT of 18 of Product Evaluation Document (P,E,D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shaill be as indicated on sheets 5, 9, 10, 1 1, 1�1 thl 10
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />24 Gsige GWanized Steel Storm Panel has been verified for code compliance to
<br />work as a non,porous storm shutter assembly, as per SSTO 12-99 Standard.
<br />100%L11111 4.
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<br />5I.11911TALLATIOM
<br />Installation shall be pericirriRed strictly irracQordanco irift idetails indicated on
<br />sheets 3 thru 8, 12 thnJ I 8 Of 1 8, Of Pi OdLol Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum sibiflaration to glass sliall be as indicated on
<br />sheets 3, 6, 13, 14,15, 1 6 one 'I 8 of''I 8, of Product Evaluation Document
<br />(P.E-D.), drawing No. 20-175.
<br />-6, MATERII C - - - TI I�PMCIFMAFTQN�S-
<br />Shall be strictly in accords ih General Notes and Components indicated on
<br />sheet I and 2 of I 8� of Product Evaluation Document (P,E.D.), drawing No.
<br />20-175,
<br />Anchor specific0oroshaill be as Indicated on s�heet I of 18, of Product
<br />Evaluation Docurnern (P.F- D� ), drawing No, ZU-175!,
<br />L, LINITATION35-M-0-C-0- 1Qt11_QWi,PE USIE:
<br />T 1. Shall be str ictly in compliance with General Notes No- 1, 8 thru 14, indicated
<br />on sheal I of 18 of Product Evaluation Document (P.E-D.), drawing No. 20-175
<br />prepared by Tifleco. Irl and signed and sealed by Walter A. Tiliff, Jr., P_E�
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an section 1620.2 of the Florida Building Cwe,
<br />7.3. Ptoduc( shall only be installed into poured concrete, concrete block, and
<br />wood frarne structures.
<br />Product Evaluation Report prepared 4 Walter A. 7`911t, Jr.� P�E� (Florida License
<br />No. 44167), President of'fifteco, Inc, �Flwids CA-OW6719'ih
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