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<br />TILIOTI� TIESTING & �ll����iA'�"4�lp.RL���EPJII�V�ll"�� O�1101IIAPAWOV
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<br />REPORT NO.: 20-D728.01
<br />DATE: Juiy 28� 2020
<br />PRODUCT CATEGORY, Shutters
<br />PRODUCT SUB -CATEGORY- Slorm PTI
<br />PRODUCT NAVE� 20 GAAGE GALVANMED STEEL STORM PANEL
<br />MANUFACTURER: QjdALPl%fA0MPrP4tAO;b-Ux1
<br />4800 S.W, 51 Street
<br />Davis, Florida=14
<br />'
<br />.L,-P.YRPQ�,W0f-EYALUAT10N;
<br />This isa Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1@1](i) I�E) Iha GIODE&I ProtectIon Products, LLCN Rule Chapter No.
<br />6iG20-3, Mothod I D of the Florida Department of Business and
<br />Pnelliesslonal Regulation.
<br />This product is being !&--sued an Evaluation Report as described herein, and has
<br />bean verified for compliance In accordance with the 2020 Sevordh Edition of Me
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at bastequivaIls nt to Iriat requIrnit by the Ckx1sr
<br />�
<br />This Product Evaluation Report shall be sublacl to review and revision in case of
<br />a Building Code cfanste that may affect it limitations and conditions
<br />� 2. EVIDENCE 6VAM=P:
<br />2&P:RQQVCT.f.VAkUATt0N DOCUMENT OPIE,D.).
<br />Drawl rig No� 20- 1176, titled 1120 GAGE GALVAN IZE D STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by'riftecal Inc,,: signed and seated by Walter A.
<br />Tptit� Jr,, �P, E,; defed 07128,Q1020. This drawin . gi Is an integral part
<br />Evaltuation Report. RIPP, Is
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<br />61�5 N I�V, 36th Sftv,t� Suite 305, Miami, Florida 33166 - Phu": (305) $71-1530 - if Off oiwl- I
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<br />FIRDD-U 2
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<br />ALLMRST REPORII ... &-i�
<br />Large missile linpad wid fati9je hoad tests were Performed under Prolocon, TA,S
<br />201, 203 as per section 16-26 of the Florida Building Code, Uniformistatia loads
<br />as per TAS 20,2 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Im-, Reports # 96-5efli dated 0810WI 49-013, #913-570 dated O4,IT8!1q9e,
<br />496-T50 dale<i 01W201199G, all three signed and sealed by Hector M. Medina,
<br />P.E., r7wiastration, iresling Laboratory, Inc, reports III 2032 dalRd 04/1611998 �and
<br />Of 2126 dated 1 11I1Ih5/1!IiI93 TaRnsusel'I'l bly Gilbert Ciiaimond, P, iE, arvi Report Nci
<br />0219.0149, dated March 4, 200.4, e[grod and sealed by Edmoridu Largasispada,
<br />P.E. and Herry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 113, 20DO.
<br />sig ned and sealed by Frank Grate, P. E.
<br />21-STRUMRAL ENGINCEffiNg
<br />. . -CALCWT
<br />_ JQM
<br />On 20 Gage Galvanbuad Steel Storm Panni for maximum panel larigth,A deilq
<br />, rk
<br />wind loal, asvvell as rpaxinmirn anchor spic,linE; vs� designivoind load and pariel
<br />langth based on rationai and comparative analysis, and hn, accordance-nith
<br />section 1616 of the Florida Bui[ding Code. Ca"latons prepared by Tdlteco, Inc.,
<br />dated 1 1103108 and 03112JI5. signed and sealed by Walter A. Tillit, jr�z P. E.
<br />I
<br />IM-65-ilef-th "PCT-REMS-TAN-QE---
<br />Large rrilsslla, firopNct undior section 162fIrrf the Florida Eb.lilding Code, as per
<br />TEENS �201 Protecul
<br />4_0ND LOADS.RE316-TANIM-
<br />20 Gage Gaivaniz--d Steef Storm Flanel has been verified to sustain wind
<br />pressu res- Maximu rn panel leinoth shall be as Indicated on sheets 8� 1 0. -I 4, 15 �
<br />M % 'j5 and 26 of 26 of Product Evaluation Document (P-E.D.), drawing No.
<br />20-17& Maximurn Anchor Spacing shall be as indicated on sheets 8; 9, 10, I 1,
<br />14, 15I 17, M 15, 20 25 and 24) of 21o, of Product Evaluation Dociurien' 'rPaX.',i,
<br />drawing No. 20-176,
<br />5-MOSI-TAUAMW
<br />Installation shall be performed strictly in accordance with details indi ad on
<br />sheets 3thru 7. 10 thru 20, 2' ,� 24 and 28 of 26, W'Product Evaluation Document
<br />(P, E. 0. - 1. drawing No. 20476, Minimum separation to glass shall be as
<br />indicated on sheets 8. 14� 16 26 and 26 of 26, of Prodact Evaluation Document
<br />(P. E�D.)o drawling No, 20-176,
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<br />O....611ATERIAL Ch-ARAC'.M.RWOCS AND SPEC-IFIGATIMM:
<br />She[ be str�ctly in accordance wW-- General Notes and Cornponerits indic.ated on
<br />she(,t 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor spectfications shall be as indicated on sheets 1, 7 and 21 of
<br />26, CLf Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />7. LIWTA1LQN-S-AhlQ.-CDNP1TM$ OF -USE;
<br />7.1 � ,'.-Ehall be strictly in compliance with General Notes No. 1 � 8 thru 14, indicated
<br />inn sheet 1 of 26, as well as General Notes # 1 thro 4 and 1 1 thru 16, inditAted
<br />on sleet 21 of 26 of Product Evaluation Document (P, E.O.", drawing No. 20AT6
<br />prepored by Tilteco, Inc. and "neo and sealed by Waiter A TOO, Jr., P.E,
<br />T2. "roduct may be inWalfed within HIGH VELOCITY HURRICANE ZONES as
<br />defIrEExt on secCos 1029.2 of the FlorAa Building Code.
<br />7,3, Pfoduct shall only be installed Into poured concrete, concrete block. arid
<br />woo(; frarne structures.
<br />Product Evaluation Report prepared by Walter A. Tillil, Jr., P.E. (Florida License
<br />No.41 4167),, President of Tilteco, !no, I(FIcrida CA-0006719).
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<br />Oi' TIL �ECO ADVON --lEcORDS % P� E. RFPOFtT 20 ,I GLORAL PROT�CTWIN PRODUCTS. LU- � 70 GAGE
<br />&LVANIZED STEEL sroee ,PmEL� Eiawc*x,.,-,s,iRc-jeT x2"72mo
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<br />WA I It lE R A - rjulz a, 11E, PRODUCT EVALUATIO III t"`(`�"LZIOLCI'ai
<br />QjtT ,�Iptpr ��-� a-,
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<br />REPORT NO. � 20-0727A2
<br />DATE; Jul��127, 2020
<br />PRODUCT CATEGORY; Shutters
<br />PRODUCT SUB -CATEGORY. Storm Panels
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />. . . . . . M11111,IC
<br />4800 S,W� 61 Street
<br />Davie, Honda 33314
<br />t-PURP
<br />06E OF-EVALW1W
<br />This is a Product Evaluation Report issued by Wafter A.'nifit Jr., P.E. (System
<br />ID # 19( 5
<br />)6) io 1!h�E� Global Protection Products, LLC,ftuls Chapter No.,
<br />SIG20-3E Method ID of the Flodde Department of Business avid
<br />Professional Regulation
<br />This product is being isstue-4 an Evaluation Report as described herein, and has
<br />been verified for oomplianc,ee 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 equivallent to that required by ttie (,ode.
<br />This Pioduc-1 Evaluation Report shall be subject to review and revision in case of
<br />a Bulking Code chancle that may affect Its limitations and conditions
<br />2.WIDENCE SUBMITTED;
<br />Z1--=RFQWCj'EyALVATM ,W�CU MW'—'p- E.D.);
<br />Drawing No. 20-175, thied -24 GAGE GALVANIZED STEEL STORM PANE12%
<br />sinsels I thru 18 of 18 prepared by T'ilteco, Inc.; signed and sealed byWalter A.
<br />,�)
<br />Tillit, , lr�, P.E,� dated 07i.7111,020. This drawing is an inte%#j Q15
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<br />Evaluation Report, �k`.(-'WRTM.le , "'.
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<br />Large missile Impm,4 load ie-�fz weE-F, performed under,'ST10E 12-99 standwd as
<br />per section 1609.1 2 of the Florida Building Code- Unif,,-)rm static loads as pw
<br />Sectonl7Fjg.B.3,pE�.rASTME-��3C�- Tp-streportspr areadbyAmeTlcanTesting
<br />Lab ofSoulth Flodda, Report# C-18141-01-01 dated 0311VC2 v�qlnessW by William
<br />R. Mehner- P.E., Soriz M4�IrC'ZT PEE� and Henry Haltom- P,E, and Report N-
<br />021 9.01-09. dated I:ebNjqry- 2:5� 2004� signed and spelea by E�Irnondo
<br />�
<br />Largaespada, P.E-uld Henry 1-lattern, P,E- Large missile impact end c"Y'clic
<br />:loadings per Prutocols TAS 2()l & 203 as per s�aciion 1 Vi(*, 1.2 of the F�oriea�
<br />Building Code, Test Report preanred by Arnercqn Testing Lob of SmAlf Ponds,
<br />'
<br />Report No. 11 23.01 � I 10 � dated W-ovembar 23, 201 0, sqirwed aryJ seeled by JUR, L�
<br />Gonzalez, P.E.
<br />Tensile test report No. OCIVI-IiA Liy Or, tMetallurgical- inc., dated March 13, 2009,
<br />signed and sealed by Fran�, Grale, P.E, as net ASTIV G-8 and Tensile Test as
<br />per OC Melaflurgical Report No. 1 OKM-1 3 1 6, dated Drcarnbor 1, 2nl ill sfrqnwi
<br />and sealed by JwyJarJofoiwI, RE as perASTPA E-ll�
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<br />On 24 Gage Galvanized Stenl Stcarm Panel for maxinTurn Danei Ion In v� n
<br />p i� desig
<br />wind load, as well as maximurn anchor spacino vs. -design wind lead and Porte!
<br />length based on rationaf and comparative analysis . and in accordance otith
<br />section 1604 of the Ftor�d,�j BniITjlrF9 COr10- Calculations prepared by Tilteocr,
<br />Inc, IfEsod'018/10 oiEEI 0&12711-3 (for 0'��s rovilsiorij, signed and sonied by `,,Aj--3hcf
<br />A 71flIft, J, 1, P,E,
<br />3, MIS ALE IMPAP CTRESISTANC E:
<br />Large missile impact unde, ,,�e. n�, I I 6 '09,1.2 Oi the Florda Building Code, as per
<br />i- r
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<br />SSTD 12-99 Standard and TAz) 2�!!
<br />4,.WLN-V-L-QAD-S. S�'ESI$JANQfz
<br />24 Gage Galvanized, Steel Stc-Erm Panel has been verMetj to ,�E,Istalr, r Ind
<br />pressures, Maximum panal langth shall ONE as indfcaltd on s1heets: 3, 9, I v, i 1,
<br />12 and i7 of 18 of Produ4t Evaluoton Document kP F-0.), drawling No. 29=175
<br />Maximum Anchor Spacing nholt bT� as indicated on sfiseu� 5, g, -1 (), I I � 11-4 Ui[V JA
<br />and 18 of I& of Product r- valu8li,��, DoLurnent (P �E� D.), drawing No. M 175.
<br />24 Gage Galvanized Sleej Sl:iam Partel has tw.-�,n veInfi-d for code VA)rnplia-E,.E.e. lio
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<br />wo rk as a non-porou s ,,.;to rm sh utbor asse, m b �y, as per S-TD 1 2 -99 S t anda r --
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<br />Installa"tor! ����iallk)F-,Pefti,-rg,00<istrlc.ljyirtaQc�:,r�v���ce,�,tithI oetailsinlicatod on
<br />�V---ets 3 11,.ru8,12thru 18r.4 18t of Produc� Evaluation Document(P.E.D.),
<br />----inq No. 20A-75. Minimum separation to glass s;h - ail be as indicated on
<br />sheets 3, C,, 13- 14= 15. 16 and 1 8 or � 8� of Product EV41Lation Document
<br />W4E-D, �, drawing No- 20-17S.
<br />6. MATERIAL CH&RA F ,_S Q$PF -ICATL -
<br />.-CT
<br />_-Rj�$
<br />. � TjC
<br />� � _ANQ ,.�Cjr ON%
<br />&h4ll be strictly ir aw-o7dance with General Notes kwd Corneoneals indcaieEJ on
<br />&.set I and 2 of I 0- of PmdDot Evaluatlor. Document tP E-D.), drawing No.
<br />->h -1 715,
<br />&n--hijr specificatlQns shall bip aj� indicated on sheet I of 18, of Product
<br />- �
<br />Evm�uO�,,,n Docurnent (P.E,D.), drawing No. 20-175�
<br />T. U-NITAI]ON6 N ,QNDITIONS QF,V -�,
<br />- A-0-C -- - - � � $E,
<br />7 I Shall be striolly in compliance wilh Goneral Notes No. 1, 8 thru 14, Indicated
<br />on sh�jel I of 1 8 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />properad by Thteco, Inc. art signej Eird sleaied t;y Walter A� Tiffit, Jr�, P E
<br />7 I
<br />1 �2, Pinducli shall net I,e intd,,�Elkod within HIGH VELOCITY'HURRICANE ZXIMS
<br />es defirled on section 1620.2 ut the, Florida Sullifing Code,
<br />7.3, Product shall only be instafied into poured cancreta, ca�ic,,,rete b1of k,and
<br />vmod frame structures.
<br />Product Evaluation Report prepared by k1a.itei-X Tffltt, Jr., P,E. tFlorida License
<br />NtEI 44167), President of Tiltete� Inc �,Flarida CA-OW1i1,719j
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