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<br />TILLrT TIESiTING & ENGINEERING COMPANY
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<br />� -TRR A TILLIT, JR., P.h, - �� 4-:r
<br />FIL CA L4--NA XAI
<br />PRODUCT EVALUATLOR RIE—FOR
<br />REPORT NO.: 20-0728.01
<br />1
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUFI-CATEWRY- Stonn Persells
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />.
<br />MANUFACTURER: Ok"PloteallortPrixIiI
<br />4800 S.W, 51 Street
<br />Davial. %rida33314
<br />1.YAXWQSF-DF- —EVALUATION �
<br />This is a Product Evaluation Report issued by Walter A. Tilll% Jr., P.E. (System
<br />I'D # IROO) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Pr011iessional Reiglilletion.
<br />This Product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance In accondancie with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose Inliendod
<br />at least equivalent to that required by the Code.
<br />Tlf* Product Evaltilation Report shall be subject to review and revision In case of
<br />imitations and conditions
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<br />!;Tiy&uATPON ocicumiENT (&Laj;
<br />Drawing Me. 20-176, tilted "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thn) 26 of 26 prepared by Tilteco, Inc, � signed and sealed by Wafter A.
<br />Tlllit� Jr., P, E.; dated 0712812020. This drawing Is an integral part q&I
<br />Evaluation Repon, I I
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<br />P-LIDDAICI-UALU&IIQN"DRI,Uit-lo--r-Z= 2
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<br />Large missile fripact and fatIgue load tests were performied under Prollocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code, Unlionnstatic loads
<br />as per TAS 202 PictOloidir Test re.pods prepared by Hurricane Engineering &
<br />Testlng� fric., Reports # 96-569 dated OSIC9/1 -Q96, #W-570 dated 0911811996.
<br />#96-T30 dated OW2011996, all three signed and sealed by Hector M, Medina.
<br />RE., Fenestration Testing Labl)ralory, Inc- reports # 2032 dated "MIN1998 and
<br />02126 dated 10/061998 witnessed by&lban Diamond, P,E andReportNo
<br />0219,01-09, dated March 4,2009, signed and seated by Edmundo Largaospada.
<br />P E, and Henry Hattern, P.E.
<br />Tensile test report No. PCM-197 Ily QC Metallurgical, Inc., dated March 13,200J,
<br />signed and sealed by Frank Grate. RE
<br />2,14TRUCTURAL ENGINEER1Ng_CALCA)jLA11,QR$-
<br />On 20 Gage Galvanized Steel Stort'n Panel for maximum paml length vs. design
<br />wind load, as well as maximum anchor spacing vs. design I'Vind load and panei
<br />length based or. raVzonal and comparative analysis, and An accordance with
<br />section 1616 of the Florida Building Code, C,a;cuiatlons prepared by T'ifts"COL lhc�,
<br />dated I I)MOS and OX12115i signed and scaled by Walter A. Tilldr Jr�, P E
<br />3-MJ SSILE - I M P ACT-RESN-Til-
<br />Large missile impact under 3ection 1628 of the Florida Building Code, as Der
<br />TAS 201 Protocol
<br />4. VAND LOADS RE_*��-
<br />.
<br />20 Gage Gaivanized Steel Storm Panel has been verified to sustairwind
<br />pressures Maximum panel length shall be as Indicated on sheets 8, 10, 14, V-5,
<br />I e� 19� 21, and 26 of 26 of Product Evaluation Occurnient(P F.D,), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 110, 1 1,
<br />14, 15, 17, )a, 19, 20 25 " 2Q5 o! 25, of Product Evaluation Docurwirt (P'ELD-),
<br />drawing No. ".176.
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 1 0 thiru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176, Nfinimum separation to glass shall be as
<br />indicalted on sheets 8, 14,16,25 and 26oi 26, of Prodial Evaluation Diricurnent
<br />(R E DJ. drawing No. 20-1 16.
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<br />Q-W9 - 11116TI-CS AND SPECIFLGATtONS�
<br />Shall be rictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document (PrE�D�), drawing
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (RE.D.), drawing No. 20-176.
<br />7. L]MffATLM_AND-C-ON.DJTION$,OF-M-$-F�,
<br />7.1. Shall W strictly in compliance with General Notes No. 1, 8 III 14, indicated
<br />on sheet 1 of 26, as well as General Notes # I trifu 4 and I I III 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document iP E� D-), drawing No. 20-1 76
<br />prepared by Irifteco, Inc. and signedand sealed by Waiter A Tillit, Jr,, P.E
<br />7,2. Product may be installed withIn HIGH VELOCITY HURRICANE ZONES as
<br />defined on sectbin 18210.2 of the Flonda Building Code.
<br />7�3. Product shall only be install" into pourtid concrete. concrete block, and
<br />wood frame structures -
<br />Product Evaluation Report prepared by Walter A- Tdlii� Jr.. P.E. (Florida License
<br />No, 44167), President of Tiltelco, lnc� (Flodda CA-00,%719).
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<br />REPORT NO, -. 20-0727-02
<br />DATE; July 27, 2020
<br />PRODUCT CATEGORY; shutters
<br />PRODUCT SLIB-CATEGOIRY: Storm Panels
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: %ob"T0"Aloft P.nQduiA&, LIAC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PUR OSE OF EVALUAI
<br />This is a Product Evaluation Report issued by Wafter A. 171111t, Jr�, P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Department of Bust ness and
<br />Pincifessional 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 ths
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at leasl 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 affact its limitations and conditions
<br />�IUMNPQE smam-17-M
<br />2-1 PRODUCT EVALVAT11214 DQCUMR"X-D-)�
<br />Drawing No. 20-17S, tMed'24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I thru 18 of 18 prepared by rifteco, Inc.; signed and sealed by Walter A.
<br />Tillit, irr, PIE,, dated 0712712020. This drawing is an integ,ko
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<br />PRODMfIEVAIJAAnQN2KWRT140- 2"WX 2
<br />1
<br />'
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section 1600, 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 # 0814AI-01 dated 03/11102 witnessed by William
<br />R. Mahner, P.E., Bortz Moroz, P.E, and Henry Hattem, P,E. and Report NcI
<br />0210-011-09. dated February 26, 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 1 6091.2 of the Florida
<br />Buildingl Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-110� dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, RE.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2000,
<br />signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciolianio, P.E. as per ASTM E-8.
<br />7.3�.-STRUC-MRAI-..D(QINEERIN"A"VLATIQW
<br />On 24 Gage Galvanized Steed Storm Panel for maximum panel length vs, design
<br />wind toad, 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 Tliteco,
<br />Inc., dated 1211 8110 and 08127113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E,
<br />3-Mh5SJLF-W-A-C�11T)WCE:
<br />Large missile impact under section I 809.1.2 of the Florida SuAding Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4-ffl-NDLIOAQSJ���
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. loaximium panel length shall be as indicated on sheets 3,9, 10I 11,
<br />12 and i7 of 18 of Product Evaluation Docurrient (P.E.D.), drawing No. 20-176.
<br />Maximum Anchor Spacing shall be as I ridicated on sheets 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />24 Gage Galvanized Steel Storm Panel has been vertfled for code compliance to
<br />work as a nort-porious storm shutter assembly, as per SSTD 12-N Standard
<br />itillo"t" "
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<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 1 S. of Product Evaluation Document (F.E.D.),
<br />drawing No. 20-173. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 5, 1 6 and I 8 of i 8, of Product Evaluation Document
<br />(P.E.D.), drawing lillo� 20-176.
<br />6, MATERIAL C -- AN Q 5FF-X-1-F10ATKft%
<br />Shall be strictly in oco ance 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 sheet I of 1 8, of Product
<br />Evaluation Document (P.E,D.), din ngNo.20-175.
<br />7. - A DJC��N _Qf UM
<br />7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P,E.D.), drawl" No. 20-175
<br />prepared by Tiliteco. Inc. and signed and seated by WalterA. TIRL Jr., RE.
<br />72, Product shall not be Installed within HIGH VELOCITY HURRICANE 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� Tillit, Jr., P.E. floride License
<br />No. 44167), President of TI ItEloo. Inc. [Flarids CA-OD0671 9).
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