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<br />PRODUCT EVALUATION RF.f!QRT
<br />REPORT NOT: 2041728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: shufts
<br />PRODUCT SUD-CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GAILVANi STEEL STORM PANEL
<br />MANUFACTURER: Glabid PmkKgan EnxhugsAJX.
<br />4800 S.W. 51 Street
<br />Davis, %rkW3314
<br />I. PURPOSE OFEVALUATION:
<br />This in a Product Evaluation Report Issued by W~ A. TINIIi Jr., P.E. (System
<br />ID 0 1 906) to the Global Protection Products, LLC, Rule Chapter No.
<br />6 1 020-3, Method I D of the Florida Department of Business and
<br />Praillessionad 111199"lon.
<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 beat equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision In cow of
<br />a Building Code change that may effect Its limilitations and conditions
<br />2. EVIDENCE SUBMITTED;
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.Ii
<br />Drawing No. 20-1176, titled "U GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru, 26 of 20 prepared by Tilteco, Inc.; signed and scaled by Walter A.
<br />Tillit, Jr., Pi dated 0712812020. This drawing Is an integral part
<br />Evaluation Report. 'A 'Ai
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<br />PRODU LEVAIIXAUW- 2
<br />2.2. T REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201. 203 as per section 1626 of the Florida Building Code. Uniform static toads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports A 96-669 dated 08/09/1 996, #965-570 dated 0911811996,
<br />#96-T30 dated 09/20/119%, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated O411 611 998 and
<br /># 2126 dated I 0/05A998 wtnW by GIIm. ardRrr, apart No.
<br />0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada.
<br />P.E. and Henry Hatter_ P.E_
<br />Tensile test report No. 9CMA 97 by CC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2,6,-STRUCTURAL ENGINEERING CALCAATIOAS,
<br />On 20 Gage Galivanizod $*at Storm Panel for maximum panel length Va. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc.,
<br />dated 11103M8 and 03fl Z115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE 11i RESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4, WIND LOADS RESISTANCE;
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D-), drawing No.
<br />20.176, Maximum Anchor Spacing suit be as Indicated on sheets 8, 2, 10, 11,
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Occurrent (PE,D.),
<br />drawing No. 20-176.
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glassehall be as
<br />indicated on sheets 8. 14, 16.25 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
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<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document i i drawing
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Doicumerd (P.E.D.), drawing Me. 20-176.
<br />7. LIMITATIQINSJAIWCONDITIONSOF USL-
<br />7.1. Shall W 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 11 thru 16. indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
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<br />7.2. Product may be instelted within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florlds Building Code.
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared try Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-01006719),
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<br />TILLIT' TESTING & ENGINUEERING COMPANY
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<br />WALTERA TILIJT. JR_. PE• PRODUCT EVALREPORT
<br />LIA i
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27,2020
<br />PRODUCT CATEGORY:
<br />Shurtlers
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Gli EmIlIcItImProdlucu-Ii
<br />4800 S.W. 51 Sheet
<br />Davis, Florida 33314
<br />tillcoogaal.com
<br />P, Er L_jva ",6-
<br />0 II 1Q, ))361 tI,
<br />t PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been veriflad 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 ft Code.
<br />This Product Evaluation Report shall be subject: to review and revision in case of
<br />a Building Code change that may affect ft limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />Z1. PRODUCT EVALUATION DOCUMENT fP,Ii
<br />Drawing No. 20-175, Wed '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an intsiV4 is
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<br />rLORIDA OUR -DING CODE (High Val"lly N.fIrIcam Zone
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<br />� 20 GAGE GALVANIZED STEEL STORM PANEL ..:: ITT
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<br />DETAIL FOR SPACERS REQUIRED__
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<br />SECTION XTX = III: - _ii��= I- _
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<br />MAT REPORTS -
<br />La
<br />rge missile Impact load t-stqv�erepe-f�,rrned under S.STO 12-9f4 standaw as
<br />per section 11609,11.2 of ItE� Florid�! Builtfi.(
<br />p Code. UntfL)rm stat'�;oads as per
<br />Section 1709.8.3, per AST .� E-',3-AC T(-,.,i'sports l)fRpaFr--db;,Atiie.icariTasting
<br />Lab of South Florida. Rep,.--: t 0Fi,,,), -ci dated o3i i 1 ,C2 %,,,;Vle.-mTs,d by William
<br />R. Meliner, P.E., Borkz Moro., P.E. and Henry Ha!tenri. P.E. On: Report No
<br />0219.01-09. dated February ::!-, 200'i ,,,oli,lda-,dsp,,ifpct,Edr,ur,do
<br />Largaespada, P.E. and Henry Herten. PE Large --nirs;loi,r,pn-(,r,in(iCyclic
<br />ioadlngsper Protow[STAS2(11,S.2,J'-'-,sFir �rcti(;n'A,-)'1.2ofthe Fj(.,ri,la
<br />Building Code. Test Repoi pr. *r,arod by ;Nr ier can Tesling Lab 0, South Fli:I ida.
<br />Report No. 1 1 23.01-1 0, Cie led November 231, 201 C. signc,Id and.,ea led by J j.tc, L.
<br />Gonzalez, P.E.
<br />Tensile last report No. 9CV-15-43 IT,/ Cir, Uetallur;Pcal. JrI,. dated March 13,20NJ,
<br />signed and sealed by Frank Gr;,I,-, P E. as per AS7M 11-8.jnd Tensile Te'.51 as
<br />per CC Metallurgical Report No. I C'KNI-13M, dated December I, 2010 sIgried
<br />and sealed by Jerry Jacklifann, P.E as per ASTM E-8.
<br />2.3 EERING CALCULATIONS:
<br />, -
<br />On 24 Gap Galvanized Slee' Storm Panel for maximum parteel length vs design
<br />wind load, as wel as maximumanc.hor spacing vs. design wird load and panel
<br />length based on rational and cornparalive analysis, and in accordance with
<br />section 1604 of the Florida Bull '-'irg CF-_rfo C:41culal,ors prcparE.d by Tilteco,
<br />Inc., dated 12/18110 and 08,27113 !for this ,ovisioll signed and sealed by Waiter
<br />A Tillit, Jr., P.E.
<br />.MISSILE IMPACTRESISTANCE:
<br />Large misaille Impact under secllor. 1609. 1. Z of The Florida bulidirp Code as par
<br />SSTD 12-99 Standard and TAC 2C, I -
<br />4._WND LOADS _RM$'IANCIE_:
<br />24 Gage Galvanized Steel SlorTr Pnrlol has been verified 'r, sustain, wind
<br />pressures. Maximum pairiO ifvl,;1h shall i as indicatec' on sh. B?� 3.9. lo, 11,
<br />12 and 17 of 18 of Product Eva ;j,idf,,,- Do urn fRE D i drawing No. 20-175
<br />Maxitniurn Anchor Spacing shah In-: ils ind,z,,edo.n sheets 5, 0 105 !'I. il- thr..j 16
<br />and 18 of 18, of Product E,:,,.fluat:,:o D,,,:mn,6r,tI fP.i drawing No. 20-175.
<br />24 Gage Galvanized Steel Stern Penal h,,4s tyuc,) verlfied for code cornplillm.m to
<br />I Work as a non -porous storm shut assPm1:T;y, a,; per SS"i D 121J9 st-,it'ja"i
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<br />5ARSTALLATION:
<br />Installation shall be performed strictly in a"ordlence with detai', indicate-t-1 on
<br />sheets 3 thio 8, 12 thru 18 of 16. of Produc! Evaluation Document (Ii
<br />drawing No. 20.175 N'll-IIETIUM separation 10 GI,ARS shall be as indicaviid an
<br />sheets 3, 6 13. 14. 15. 18 and '8 of 18. -if Product Ev3iL,atIcn Document
<br />(P,E.D.), drawing No. 20-175.
<br />6. M4TERIAL CHARACTERISTICS -AND -SPECIFICATIONS:
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<br />Shall IV strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D,). drawfirig No.
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 1 F_ of Product
<br />Evaluation Document (P.E,D.). drawing No. 20-175.
<br />7_ LIMITATIONS AND COINWTIONS OF-V ISE-
<br />7.1. Shall be strictly in compliance with General Notes No. 1. 13 thru 14, indicated
<br />on sheet I of 18 of Product Evaluation Document W.E.D_), drawing No. 20-175
<br />prepared by Tifteco. Inc. and signed and sealed by Waller A. Tiillt Jr., P.E.
<br />7.2. Product shall not be installed -within HIGH VELOCITY HURRICANE ZONES
<br />as defined cn section 1'320.2 of the Florida Building Qode
<br />7.3. Product shall only be installift into poured Concrete, concrete block-, and
<br />wood frame structures.
<br />Product Evatualion Rei prepared by Waller A. Tulin. Jr., P.E. (Florida License
<br />W. 44167), President of Tifteco, Inc. (Florida CA-000671 9)
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