Zi I LI ECO Ip4c.
<br />TILLiT TESTIPM I& ENGIN EtlIN M
<br />SR .aE G PANY ail .
<br />WAfiT'.11L1.CT; JR., RE, _.._.
<br />tilteco�itx(rn
<br />YP.Pe L. :rA+N"r
<br />PR INDUCT EVALUATION REPORT
<br />REPORT NO.: 28.0728.01
<br />DATE: July 28. 2020
<br />PRODUCT CATEGORY: Shuuers
<br />PRODUCT SUBCATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: praMCM4n-Mdurt"
<br />4800 S.W. 51 Street
<br />Davis, FlorKW3314
<br />t PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Wager A. 71M Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20.3, Method I of the Florida DepaIII mant of Business and
<br />Professlonal 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 BLrlding 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 shah be subject to review and revision in case of
<br />a Building Code change that may affect its Imitations and conditions
<br />2. E1rrIDENCE SU MB ITTEP:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P&m,l;*
<br />Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Titleco, Inc.: signed and sealed by Waiter A_.
<br />Evaluation Jr., Report,ated 07128/2020. This drawing is an integral part Lgltjl i�sry
<br />Ptiit� A: r(��t�I,
<br />�••• •4NCEN w,i
<br />11__,oil -_ .a �� ,
<br />No.44167
<br />- �f`= �4*: *¢a
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<br />6153 N.W. 36•h Street, Suite 305, Miami, Florida 13166 - PtLelee: (305) 871.1530-�tir`11, ,, "0dT3I
<br />rlill.PFLFIt6
<br />PRODItCl-LYALUATI tiC 1rtx�r' cl 3LH 22M 2
<br />2,2,-BEST REPORTS:
<br />Large missile ;mpact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per sectlar 1626 of the Florida Building Code. I:.iniforrn static loads
<br />as per TAS 202 Protccol. Test reports prepared by Hurricane Engineering 8
<br />Testing, Inc., Reports 9 96-569 dated 081C911996, 015-570 dated 09i1811996,
<br />996-T30 dated 0912OM996, alf three signed and sealed by Hector M. Medina,
<br />P.E_, Fenestration Testing Laboratory, Inc. reports At 2032 dated 041160998 and
<br /># 2126 dated 10/051998 witnessed by Gilbert Diamond. P.E. and Report No
<br />0219.01.09, dated March 4, 2C'09, signed and sealed by Edmundo Largaespada,
<br />P E. and Henry Hattem, P.E
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009.
<br />signed and sealed by Frank Grate, P.E.
<br />2,;-STRJCTURAL ENGINEERING CALCULATIQN -
<br />On 20 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 Ir accordance with
<br />section 1616 of the Florida Building Code Calculations prepared by Tiltece, Inc,
<br />dated 11iO3i08 and 03/'2/15, signed and sealed by Walter A. Tillit, Jr., P E.
<br />3,MISSILE IMPAQS RESLSTTANCE:
<br />Large missile impact under section 15261 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4, WIND LOADS REStnAN-CE•
<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 (PE.D.), drawing No.
<br />20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />14, 15. 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176.
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 1O thru 20, 23. 24 and 26 of 26, of Product Evaluation Document
<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 />(P.E.D ), drawkQ No. 20-176.
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<br />6. MATERIAL C11A13A TS�EMTICS AND SPE1QFACA jQjNS:
<br />Shalt 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 specifications 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- UMUTAT1 Ably _Q.QKWT1QN0 OF-1,ml3,E
<br />7. I. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />On suet 1 of 26, as well as General Notes 1F 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation (Document (P. E.D.), drawing No. 2D-176
<br />prepared by Tiiteco, Inc. and signed and sealed by Walter A Tillit, Jr., P.E.
<br />7.2. Product may be installed within HiGH VELOCITY HURRICANE ZONES as
<br />defined on sectu+n 1620,2 of the Florida Building Code.
<br />7 3, Product shall only be installed into poured concrete, concrete block, and
<br />wood frarne structures,
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />No, 44167), President of Tiitiaw, Inc. (Florida CA-0006719),
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<br />DI TIL TECO ADMAN RECORO9, P. E. REPORT. 20 L GLOBAL PRROTECTIO,N PRODUCTS, LLC', YOGAGE
<br />GAL VAN72ED STEEL S'ORM PANEL' ORWO A 20-175! REPOR71r M-0726.01
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<br />TILLIT TESTING 1: ENGINEERING C40MPANY
<br />WA,a11x AL TILL I, fit, ^L- PR D II F1 n -� gull cr.lt
<br />—..ALVAIJON RE
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Slxltters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Q'lQbALE!f tQW-1.P,«r:Qi' Ua&,_LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE_0Ff�VATi,QjN;
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 19C6) to the Global Protection Products, LLC, Rule Chapter No,
<br />611320-3, 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 2C20 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 Building Code change that may affect its limitations and conditions
<br />2,EYIDENCE SUBMITTED
<br />11, RQ1D!UCT_ .VALUATION DOCUJIIENT�P.E.D.);
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte�6(,p1/, ttMrir2J,�is
<br />Evaluation Report. : y��ri„` 7Ite"'I.P
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<br />COMPONENTS._FQ___R__.Rj_Q_ULAR & _LIFE SAFETY --STORM PANELS
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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 #081d_01-01 dated 03111/02 witnessed by Wham
<br />R. Mahner, 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 2D1 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010. signed and sealed by Judo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by CiC Metallurgica4 Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, RE, as per ASTM E-B and Tensile Test as
<br />per QC Metallurgical Report No. I DI(M-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8,
<br />2,3.-STRUMM ENGINEERING r,ALG ILAT10NS:
<br />On 24 Gage Galvanized Steel Storm Panel for maxirmlm 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 Titteco,
<br />Inc., dated 12M 8110 and 48/27/13 (for this revision), signed and sealed by Walter
<br />A. Ttllii, Jr., P.E.
<br />3. MMILE IMPACT RESISTANCE:
<br />Large missile impact under section 1609,1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4, WIND LOADS RESISTANCE•
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be 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 SpaGng shall be as indicated on sheets 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 vwftd for trade compliance to
<br />work as a nonr•porcus storm shutter assembly, as per SSTD 12 99 Standard.
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<br />5 _INSTALLATIOy:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 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 CHABAOTERIASIlCS AND$PECIFICATIONS:
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20.175.
<br />Anchor specifications shall be as indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175_
<br />TIr_UWATION'S-ANND WHOMON$ OF USE•
<br />7.1- Shall be abictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawkg No. 20-175
<br />prepared by THlem, 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 />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. TOM, Jr., P.E. (Florida License
<br />No. 44167), President of Tnteeo, Inc. (Florida CA-OW6719).
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