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<br />P RODU CTXYALUAnQN_RF,P —ORT
<br />REPORT NO_ 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SLM�-CATFGORY- Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Gkiti"tiollecdortProducla ".Q
<br />4800 S.W, 51 Street
<br />O*I Florda33314
<br />I-PMW-QSE OF EVALUATION:
<br />This is a Product Evaluation Report tissued by Waltef A. Tillit, Jr, P.E. (System
<br />ID # 11306) to the Global Protection Products, LLC, Rule Chapter No.
<br />6IG20-3, Method 10 of the Florida Department of Business and
<br />Priollenlonal Regulation.
<br />Thle 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 bast. equivalerill 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 chanige tirat may affect Its lintations arid conditions
<br />2. EADEN" 1UNMUTM,
<br />� UATION DMUMENT (PAEAQ,L
<br />Drawing No. 20-176, titled "2D GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by'ritteco, InI signed arid sealed by Waller A�
<br />Tillit, Jr., P� E.; dated 0712812020. This drawing Is an integral pa rt RXiI
<br />Evaluation Report, II Ift
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<br />- Pho". (30) 871-1530 - PAIR�4;411114.1" 1
<br />6-355 N.W. 36th Strvot, Suite 305, MiamI Florida 33166 ��, X7F �e
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<br />P_RDDA1CL_KVALu&U&&ZFJM0(EBU _J*RZ2M 2
<br />22-TEL&T REPORTS:
<br />Large miaMle impact and latigue load Tome were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />asperTAS202Protocof Test reports prepared by Hurfiranis Engineer ing &
<br />Testing, finc., Reports # 96-569 dated 08III0911996, #96L-570 dated 0911811996,
<br />#96-T30 dated 0912OM996, all three signed and siaalod by Hooter M Me.airra,
<br />P.E., Fenestration Testing Laboratory, Inc. reports If 2032 dated 04116;1 998 and
<br />#2126 dated 10/05111098*tnessadbyGflbert Diamond, P E andReportNt)
<br />0219fOl-09, dated March 4,2009, signed and sealed by Edmundo Largaespacla,
<br />RE, and Henry Hattem, P.E,
<br />Tensile tes(report N,3, 9CM-19?,-,y QC Matiallurgic.-j, Inc,, dated March 13, 2009,
<br />"tied and sealed by Frank Grate, P.E,
<br />2,3. STRUCTURAL ENGINEER]
<br />IIII49-CALCULATI.QRS;
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel lfangthvs, design
<br />wind load, as wfal 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 Tilteco, Inc -
<br />dated 11/03100 and 03/12/15. 9 gried and walled by WalterA. Tillit, Jr., P E.
<br />3'M1S,%LEr'MPACT RE% TANCE:
<br />Large missile impact under section 1628 of the Florida Building Coda, as per
<br />TaS 2(1 PrelfecolL
<br />4. MND LOADS F(E_$1$JANjC&
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustam wini
<br />Xessuras. Maximum oanal length shall be as indicated an sheets 8 10, 14,15�
<br />16� 19, 26 and 26 of 26 of Pronuct Evaluation Docuriftent ( ' P E.D,), drawing No,
<br />20-176. Maximum Anchor Spacing ", I be as ind"lled on sheets 8, 9, 10, 1 1,
<br />14,15, 17� 1, & 19� 20 25 and 1.6 OF 45, of Pfoduct Evaluation Occuritent (P.E.DA
<br />drawing No. 20-176,
<br />Installation shall be performac strictly in accordance with details indicated on
<br />sheets 3thnu 7, 10 thru 20, 23,24 and 26of,26, of Product Evaluation Docurrall-It
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass Shall be as
<br />Indicated an sheets &K 16,26 and 26 of 26, of Prod,ict Evaluation Document
<br />(R E. D .). draviring No, 20-1 76.
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<br />&MAXERtAL-C-HARACTERISTiCS AND SPEC11MATIONS:
<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 />NIO20-1176. Anchor specifications shall be as indicated of) sheets 1, 7 and 21 of
<br />26, of Product Evaluatirin Document (P,E.D,). drawing No. 20-176.
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<br />7.1. Shall be strictly in comptiancewith General NMas NOL 1, 8 lhrU 14, indicated
<br />an sheet 1 of 26, as well as General Notes # I thru 4 and I I thru 16, indmatea
<br />on sheet 21 of 26 of Product Evaluation DocAiment iP. E. D.), drawing No. 2D.-Ii 76
<br />prepared by Tilleco, Inc, ana signeciand sealed by �Vaftcr A Tdld, JIF, P�E,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />datined on sectIbin 1620.2 of the Florida Suilding Cbde
<br />7.3. Product sh,ql I only be installed Into poured Qoncrete, concrete block, and
<br />wood frarne sbwures-
<br />Product Evaluation Report prepared by Walter A- Tilth, Jr., P E� (Flomda License
<br />No 44167), President of TilteGEI Inc, (Florida CA-0006719).
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<br />On TIL'SFC0 ACMON RECORCS , P. 6, REPORT 20I GL OPAL PR01',ICTION PROoUcTS, 11-c � 2o C-A(-,E
<br />'04VA"IZED STEEL STOPEfIAPANKELi 011*0*1110_179IIK�_PURT 920-011h.01
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<br />NAUJAJWXRKrMF 1,�,, f_.1F J4111,1I,
<br />REPORT NO. z
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUBI-CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Qlob"_ F~im P(PAUVIts I L Lr,
<br />48DO S.W. 51 Street
<br />Davie, Florida 33314
<br />t. P,URP_QSE_QF_EVAWAnQ_N;
<br />This is a Produc:1 Evaluation Report issued by Waiter A. Tillit Jr., P.E. (System
<br />IE) # 1506) to the Global Protection Products, LLC, Rule Chapter No.
<br />fil G20-3, Method I D of the Florida Department of Sual ness and
<br />Professional Regulaillon,
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been varlified for compliance in accorclancewith the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at leas! 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 C-ode change that may affed its limitations and conditions
<br />. EVI INCE SUMMED,
<br />2-1-- RRQ.QVr__TEVALVATKWkM.U_M_ENT LP1.0.) ;
<br />Drawing No. 20-175, tkled'24 GAGE GALVANIZED STEEL STORM PAIIII
<br />sneets. I thru IS of 18 prepared by Tiftedo, Inc,, signed and sealed by Walter A,
<br />Tillit, Jr_ P.E,: dated 07127/2020. This drawing is an inteR,Wrt�18I
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<br />Evaluation Report . , IQ/ 1111I
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<br />Large missile impact load tests were performed under SSTC) 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 byArriericarn Tesiting
<br />Lab of South Florida, Report# 0814,01-01 dated 03111iC2 witnessed by William
<br />R. Matiner, P.E., Bortz Maroz, P,E, and Henry Hattern, P,E. and Report No.
<br />0111 9.01 -09, dated February 25, 2009, signed and sealed by Edrnundo
<br />Largaespada, P.E. and Henry Hattern, P,E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab ofSoUth Florida,
<br />Report No. 1123.01-10T dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P,E.
<br />Tensile test report No- 9CMA 98 by OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teal as
<br />per QC Mol2flurgical Report No. I OKM-1318� dated December 1, 2010 signed
<br />and sealed by Jerry Jacialfartio, P.E. as per ASTM E-8.
<br />2.1-STRUCT1,11RAL, ERQfffJJWfi..CA1JQY1ATDNM
<br />On 24 Gage Galvanized SteeI 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 Tllteco�
<br />Inc., dated 1211 BIT 0 and M7113 (for this revision), sigi led and sealed by Walter
<br />A 'ni ift, jr.. P, E,
<br />1-NIMILUMACT-RESWANCE:
<br />Large missile Impact under section ie0g.1,2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />k_"
<br />WDILQADS-BESISIAME:
<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, 1`11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 118
<br />and 18of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175.
<br />24 Gage GaN.Trized Sleal Storm Panel has been vertfied for code compliance to
<br />work as a non -porous stormi shuniar assembly, as per SSTD 112-99 Standard.
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<br />5. IN �ALLI-
<br />Installation shall be perfornied strictly in accordance with cletatils 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, 1 6, I 8 and I 8 of ,18, of Product Evaluation Document
<br />(P,ED.), drawing No, 20-175.
<br />16i. MATERIAL MEC "FATM&
<br />Shall be strictly in accordance with General Notes and Components indicallad on
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No.
<br />20-175,
<br />Anchor specifications shall be as indicated on Sheet I of 1 8, of product
<br />Evall uation Docurnent (P. E. 1D), drawl ng No. 20-175.
<br />7_. LJ1dJTATMtANV_QQ_14QM"_QEM1L
<br />7. 1. Shall be strictly in compliance with General Notes No- 1, 8 thru 14, Indicated
<br />on Sheet I of 1 8 of Prod uct Evaluabon Document (P. E, D), drawling No. 20-1 75
<br />prepared by Tiftel Inc. and sigrad and sealed by Walter A. Tillit, Jr., P.E.
<br />72. Product shall not be installed within HIGH VELOCITY HURR"NE ZONES
<br />as defined an 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. nift, Jr., P.E. (Florida License
<br />No. "167), President of'ritecip, Inc. (Florida CA-0006719).
<br />WI
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<br />I A) A �k ELEVAIION Virtual Review Assist, Inc.
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<br />. for compliance with the 2020 FBC 7th Edition
<br />I z 67' 1/4- I W by Debra Anne Ktahr PX2300
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<br />SHEET NO.
<br />SH 1 00IIIIIIIIIIIIIIN
<br />
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