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<br />TILLIT TESTING Q ENIGINEERING COMPANY
<br />.2. TEST REPORTS:
<br />, MATERIAL .ChAIRAQ.198 S
<br />, RISTICS AND PECIFICADONS;
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<br />VAT THR A. MUI RI P�E'
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<br />Large missilelmn-ad and f2figluer load lisis ilivere performed I erProlocoisTAS
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<br />Shall be strictly in accordance virith General Notes and Components indicated on
<br />'��nitl--
<br />201, 203 as per set -ton 1626 of the Floisdia Building Code. Urr"Orre static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />fl.C11--.111636�T9
<br />as per'fAS 202 Protocol. Test reporlisprepared by Hunricane Engineering &
<br />No.20-176. Anchor Specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Tasting, I n4I Re ports # 96- 15 6 9 d ated (Otaiel I 99 Sri #0 6-5 -io dere" 09111 811 'I
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />PR AUCT-EVALUATIQN-UR9.81
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<br />Ar46-T30 doixrd A.i912OL1 906, afl ifirenEt'digned and:Iiiiallad by Hoclor M, lutardina,
<br />P-E.,Fwi�io,�,,tratbnT�--e,l�,r�Ls.�ib(�ratory, Inc_ tepods # 2032 dated 091611996 and
<br />#2126dated 10/051"Iq98wilinessed by Gilbert Diamond, P.E. andReportNo.
<br />7. UMOATKMAWCONDITIONS OF-U11I
<br />REPORT Ni I 204728.0,11
<br />0210.01-09, dated March 4, 2009. signed and seated by Edmundo Largaespada,
<br />P_E_ and Henry Hattem, RE.
<br />7. 1. Shall be stric in compliance with General Notes No� 1. 8 thru 14, indicated
<br />DATIE* July 28,2020
<br />T no test report so. _N_'M1 97 by QG Metallurgical, Inc., dated March 13, 2DO9,
<br />I a Ile
<br />on sheet 1 of26, as well as General Notes # I thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 o1i of Product Evaluation Document (RE-D-), drawing No. 20-176
<br />PRODUCT CATEGORY, ft*M
<br />signed and sealed by Frank Grate, RE
<br />prepared by 711hisco, Inc. and signei arid sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB-CATEGORYt storm Panels
<br />Z&ATRUCTURAL ENGINEER1Mj&ALClJLAJL1Mq.-
<br />.,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONESS as
<br />PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />On 20 Gage Galvanized Steel $ion Panel for maximum panel lerPth vi design
<br />wind load, as well as mmaximu in anchor spacing vs, design wind !a ad and pa net
<br />defined on sect'lon 1620.2 of the, Florida Building Code.
<br />MANUFACTURER: global Proftoon Produc"Wi,
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<br />i
<br />length based On rational and comparative analysis, Eii .Or accordance with
<br />section 161 6 of the WIonds Building Code, QsIculations prepared by'rifteco, Inc-,
<br />7.3- Product shall only be Installed into poured Generale, Concrete block, and
<br />Wood framer structures.
<br />480D &W. 51 Streert
<br />O"is, Plorfd*33314
<br />daned 11/03108 andi 2JI5, signed and sealed by Walter A. Tillin, Jr., P. E,
<br />I-PURPOISEOM, ALUATION:
<br />3-MISILEMEAMO.WANIM,
<br />Product Evaluation Report prepared by lilyllailler A. TROiI Jr�, RE, (Ficinda LlolII
<br />This is a Product Evaluation Report Issued by Walter A. IIN lk Jr., P.E. (System
<br />Large missile Impact under section 1620of Me Florida Buflding Code, is-, per
<br />No, 44167), President of Tiltecor Inc. (Flonda CA-000671.01),
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61G20-3, Method ID of the, Florida Department of Business and
<br />ProfesWo"
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<br />20 Gage GWvanizerd Steel Storm Panel has been verified to sustain wind
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<br />';i ,. " \��' En se, '...
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14,15,
<br />le 1% 25 25 26 Prod Evaluallon
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<br />- --4- __3 _ii;� �do. 4 4167 ', a
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<br />been verified for compliance in accordance with the 2020 Seventh Eftoin of the
<br />r and of of uct Document (P, F.O.), drawing No.
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<br />Florida Building I ,ode, and to verify that the product Is for the purpose intended
<br />at $east equivalent to that required by the Code,
<br />20-1716. lillmOilriurn Anchcir Spa;lirlgi shall do Or indk0aitl on sheets Si U, 101, I II 1,
<br />14, 1 5, 'I 7, 18, '19, -704 25 and 26 of 26, of Prod I ict Evaluation Oocuri,erit (PA' I
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<br />� -i 4 J'�'�'' '= �' . I
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<br />�' 1 � � 'I� CaP 1'14�t � STATE OF 'i,
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<br />drewing No. 20-176.
<br />X -� 11 .1 I
<br />� i en� 11ORm
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<br />Ibis Product Evaluation Report shall be subject to review and revisI In case of
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<br />a Building Code change that may affect he limitations and conditions
<br />. TALLALT11011i
<br />"Ififfill*�'A"W',
<br />Installation shall be pairormed strictly in accordance with details Indicated on
<br />?__EVIlD -
<br />ENCEAUgMITM
<br />sheets 3 thru 7, 1 0 tft 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />WArL-'
<br />Q;l Ti�TECOAVMON RECORDS I. P. E REPORT�20 k GLOPLAt, PROTECTION PRODUCTS, LLG 12G GAGE
<br />LI—PRQPVQTM66LUARON DOCUMENTAF-E.Q.);
<br />(P.E.D.), drawing No. 20-11746. Minimum separation to gfassshall be as
<br />-
<br />QALVAI 5-1 EELsTOPAA PAii EIRW3420-1 76% REPORT 0 20-0729.01
<br />Drawing No. 20476, titled -20 GAGE GALVANFZED'STEEL STORM PANEI
<br />ind"ted on sheets ai, 14, 16, 26 and 26 of 26, of Product EVEEILIetOn DOOlurnarn
<br />sheat-si I thru 20 of 26 propernaid by Tilteco, Inc,: signed and sealed by Walter A.
<br />(Fi drawing No, 20-17C
<br />Tillit, Jr., P,E,; dated 0712812020. This drawing is an integral pai
<br />Evaluation Report. "110wag"',
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<br />TILLIT TESTING 9 ENGIRIFERI MPANY
<br />___
<br />WALTERA. TILLIT, JR_ P& PRODUCT EYALVAIMM02-M-1-
<br />REPORT NO..
<br />20-0727.02
<br />DATE-
<br />July 27, 2020
<br />PRODUCT CATEGORY�
<br />Shutters
<br />PRODUCT SUB-,CATEGORY,�
<br />Storm Panels
<br />PRODUCTNAME;
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANLIFACTURER-
<br />131 OW—P rate Ctm,P to dui cb. _11i
<br />4800 &W. 51 Street
<br />Davie, Florida =14
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<br />" P-r �]ADWW,4 44i'
<br />i .��CXOVPI
<br />1,n.J3PQ,%F.QMVAAL,U&W_N;
<br />This is a Prod Lict Eval flation Report issued by Walter A. T1 lilt J r., P.E. (System
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method ID of the Florida Department of Business and
<br />Proffessional Regulation.
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verMad for pompliance in accordance with the 2020 Seventh Edition of the
<br />Florrida Building Code, and to vraMy lhat the product is for the puWaic intended
<br />at least equivalent to that required by, the Cod,I
<br />This Product Evaluai Repod 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 SUBMITTED:
<br />2iol -.RFkp '0.1;
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEU',
<br />sheets I thru 18 of 18 prepa red by Tilteci Inc.; -signed and sealed by Walter A.
<br />Tillit. Jr., P_E.; dated 0712712020. This drawing is an intag o'n"gi
<br />Evaluation Report, � . ,ij , ,
<br />_4��'�V_ �:_'. I/P"
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<br />6-355 N:w_ 36th Strei Suite 305, Miami, Florida 33166 � 'rut,
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<br />Large missile Impac! load tests were performed under SSTD 12-99 standard as
<br />per section 116091.2 of [he Florida Building Code. Uniform static loads as per
<br />Sectiorill?'09-8.3,WASTME-330, Test reports prepared by American Testing
<br />Lab of South Florida, Report #0814.01-01 dated 0311 V02witnessad by William
<br />R. Mehifer, RE., Sorizlilli P.E. and Henryi-lattern, P.E. and Report No.
<br />02ig�01-09, dated February,26,20014, signed and sealed by Edmundo
<br />Largaespaca, P.E. and Henry Haltom, P.E. Large missile impact and cyclic
<br />load Ings per Protocols TAS 201 & 203 as per section I 609.1.2 of the Floncla
<br />Building Code. Test Report prepared byArrierlean Tasting Labof$outh Florida,
<br />Report No. 1123.01-10, dated Novembi 2010, signed and sealed by Julio I
<br />Gonzalez, P.E,
<br />Tensile test report elo� QCM-198 byQC Mertallurgicall, inc,, dated March 13,20:09,
<br />sigred And sealed by Frank Grate, RE, at perASTMI E-8 and Tensile Test as
<br />Per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed
<br />ard seated by Jerry Jarkifancir P.E. as per ASTM E-8.
<br />2-1-STRUGARAL F -
<br />.MQIW-WW-.C-AL-CULATXMC
<br />On 24 Gage Galvanized Steel Storm Panel for maximurn panel length vs. design
<br />wind load, as well as maximum anchor Wooing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Flodde Building Code. Calculations prepared by TIIIII
<br />Inc., dated 1211 Oil 0 and 08/27/13 (for thua revision), signed and sealed by Waiter
<br />A. T11111, Jr., RL
<br />3-M-SSLE IMPACT MWITANCE:
<br />Large missile impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard arid TAS 201.
<br />4,W_D_LQAD_S_RE=,TANQU�
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length "I be as indicated on sheets 2i, 9, 10, 11.
<br />12 and 17 of 18 of ProrEluct Evaluation Document (P.E.D.). drawing No. 20-175-
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 91 10, 11, 13 thru 16
<br />and 18 of 16, 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 />work as a non -porous storm shutter assembly, as prei SSTD 12-99 Standard,
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<br />5. INSTALLATION -
<br />Installation shall be performed strictly in acoordarlice with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.),
<br />draw" No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of i 8, of P'noduct Evaluation Document
<br />(P.E.D,), drawing No. �20-175�
<br />6- MATIERI AWC RACTERISM AND SPIMPICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P,E,D.), drawIng No,
<br />20-175,
<br />Anchor specifications shall be as Indicated on sheat'i Of 1 8, of Product
<br />Evaluation Document (P.E.D,), drawing No. 20-175-
<br />7-MiTATMWANDCONDMON OFU
<br />7.1, Shall be strictly in Compliance with General No" No. 1, 6 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P,E,D,), drawling Mo. 20-175
<br />prepared by Tifteloo, Inc. and signed mid seaWdby Walter iii 711101, Jr, r Pi
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defirrad 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., RE, (Florida License
<br />No. 44167), President of TIfteco, Inc. (FloridaCA-4)(3067119'),
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