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<br />PRODUCT EVALUATiQhL REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: Ju;y 28. 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Parel,
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Gtoba1 ProtectionPxo4l.wts-1
<br />4600 S.W. 51 Street
<br />Davie, Flor'da33314
<br />L_PURPO OF EVALEUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr.. P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method 10 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 verified for Compliance in accordance with tine 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at bast equivalent to that required by the Codo.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code change that may affect Its limitations and conditions
<br />2_ EVIDENCE 3UJWffTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P,Ill
<br />Drawing No, 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07i28•'2020. This drawing Is an integral part o,tINS
<br />Evaluaion Report. �EI��`tA. T144 0y
<br />L�CE41 `,--.Lit 0
<br />No *416 i
<br />> -7 .. r''
<br />6355 N.W. 36th street, Suite 305, iL Art Florida 13166 - Pht7nc: (305) $71-1510 - F'9rrl`I`f,&A'flJ tIll"Al
<br />PRQD-VCI kt1,41UAILQXy rP trr Nit IQAIZMM 2
<br />IN2.�'E�T FtIE PORTS:
<br />Large missile Impact and latigue load tests were performed under Protocols TAS
<br />201. 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, ir1c., Reports # 96-565 dated OW09l1996, #96-570 dated 09118/1996,
<br />#96-T30 dated 09/20 t996, all three signed and sealed by Hector M Meair,a,
<br />P.E., Fenestration Testing Laboratory. Inn, reports It 2032 dated 04116i1998 and
<br /># 2126 dated 10/05,F1998 witnessed by GYlber Diamond. P.E and ReportNo
<br />0219.01-09, dated March 4, 2009. signed and seated by Edmundo Largaespada.
<br />P.E. and Henry Hattem, P E.
<br />Tensile test report rdo. 9CM-197 ;=y OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate P.E.
<br />2 ,&$TRUCTURAL ENGINEERING ALC3tLATiONS:
<br />On 20 Gage Gntvanizect Steel Storm Panel to rnaximum panel length vs. design
<br />wind load, as well as roaxlmurn anchor spacing vs. design wind load and panel
<br />length baser' on rational and comparative analysis, and it accordance with
<br />socXlorl 1616 of the Florida Building Cade. Calculations prepared by Tilteco, In';_.
<br />dateit 11103i08 and 0311215. signed :and scaled by Walter A. Tillit, Jr., P E
<br />_MALE IMPACT 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 sustairr wind
<br />pressures. Maximum panei length shall be as indicated on sheets 8, 1u, 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 strati be as 'indicated on sheets 8, 9 10, 11,
<br />14, 15 17. 18. 19, 20 25 arid 2Ei o� 26, of Product Evaluation Ooiximent (P.E.D.),
<br />drawing No. 20.17C
<br />5..INSTALLATI9LI:
<br />Installation shall be par`orma_d strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 25, of Product Evacuation Documerl:
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />indicated on sheets 8. 14, 16. 25 and 26 of 26 of Product Evaluation Document
<br />IRE-li 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 (P E D.), drawing
<br />No.20-176. Anchor speclications shall be as indicated on sheets 1, 7 and 21 of
<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 strictly 7n compliance with General Notes No 1, 81hru 14, indrGated
<br />on sheet 1 of 26, as well as General Notes # 1 III 4 and 11 Thru Ili, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P E.D.), drawing No. 20.176
<br />prepared by Tilteco, Inc. and signed and seated by Walter A Tillit, Jr, P.E.
<br />7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620,2 of the Fionda Building Code
<br />7 3 Product shall only be installed into poured concrete, concrete block, anti
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<br />Product Evaluation Report prepared dy aWalter A Tillrl. Jr., P-E. (Florida License
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<br />7M.LI1" OPFSTINIG 9, ENGINCERI'NG COMPANY
<br />I'rtO (A N.��.°3.I�. VA11QN X'_PORT , ,, .0
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27.2020
<br />FRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: G1o"I. Prot.90tion Produll LLG
<br />4800 S.W. 51 Strei
<br />Davie, Florida 33314
<br />1, PURPOSE OF EVALUATION;
<br />This is Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC Rule Chapter No.
<br />611i Method 1D 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 verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Floldo Building Code, arld to verify that the product is for the purpose intended
<br />at leasi equivalent to that required by The Code
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Budding Cade change that may affect its limitations and conditions
<br />2,_EVIDENCE $UBMITTED;
<br />2.1. PRODUCT EVALUATION DOCUMENT tP.E.D. :
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sneers 1 thru 18 of 18 prepared cy Tilteco. Inc.; signed and sealed by Walter A.
<br />Tillit. 1r , P.E.: dated 0712712020. This drawing is an integ(I?i,Lp�#, IofQhis
<br />Evaluation Report ; °,�E .• •! 1,/TAS'.,
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<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609-1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8,3, per ASTM E-330 Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mehner. P.E , Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219 01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P E Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section ' 609.1.2 of the Florida
<br />Building Code. Test Report prepared by Amercan Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julo E.
<br />Gonzalez P.E.
<br />Tensile test report No 9CM-198 by OC Metallurgical, Inc, dated March 13, 2009,
<br />signed and sealed by Frank Grate. P E, as per ASTM E-B and Tensile Test as
<br />per OC Molallurgrcal Report No, 1 OKM-1318, dated December 1 2010 signed
<br />and sealed by Jorr/ Jaciofana, P.E. as per ASTM E-8.
<br />2,3+ STRUCTURAL ENOINEEMNS CALCULATIOAS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs 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 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc.. dated 12115/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A Thin. Jr.. P.E.
<br />1 MISSILF IMPACT RESISTANCE:
<br />Large missile impact under section 1609.1.2 of the FYor.da Building Code as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WINQ.LQADS RE_SI_TANCE;
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall bo as indicated on sheets 3. 9. 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D ), drawing No. 20.175.
<br />Maximum Anchor Spacing shall b,- as indicated on shoots, 5, 9 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />worts as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />Installation shall
<br />be performed strictly in accordance with details indicated on
<br />vheets 3 thru 8, 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, 6. 13, 14, 15, 16 and 18 of 18. of Product Evaluation Document
<br />(P,E.D.), drawing No. 20.175.
<br />6. MATERIAL CHLARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />shoet 1 and 2 of 18, of Product Evaluation Document (Fi I. drawing No.
<br />20.175.
<br />Anchor specifications shall be as indicated on sheet t of 18, of Product
<br />Evaluation Document (P E.D.), drawing No. 20-175.
<br />7. WI NITATIONS AND-CO-NDITIQNS OF 1i
<br />7.1. Shall be strictly in compliance with General Notes No. 1: 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit. Jr, P E
<br />7.2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />woad frame structures
<br />Product Evaluation Report prepared by Waiter TiltJr.. P.E. (Florida License
<br />Nla. 44167), P",. ident of Ttteco. Inc. (Florida CA-OD06719).
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