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<br />TILLFT TESTIMIS & E101011INGISAIRIM COMPANY
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<br />REPORT NO.- 20-0728.01
<br />DATE�, JuII)
<br />PRODUCT CATEGORY- Shutliffs
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />PRODUCT NAME- 210 �GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER, Qlainild P"WAwrift9kaft"G.
<br />1
<br />4800 SX W Steet
<br />Davis, Rorida33314
<br />.1 - PURPOSE OF UALMATION:
<br />Thisr is a Product Evaluation Report issued by Walter A.'nM Jr, PE, (S~
<br />10 # 1906) to the Global Protection Prod ucts, LII Rule Chapter No.
<br />6114320-3, Method ID of the Florida Department 9f Business and
<br />Prolliew4onal Regluilatlen.
<br />This product Is being Issued an Evaluation Report as described heroin, and has
<br />been verffied lot 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 least equivalent to that required by the Codc
<br />This Procluct Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that hill affect its limitations and conditions
<br />.
<br />2, DENCE 69MMITED:
<br />Zj-PROUCT-f- "AL ALTIONDOOOMEN'TrefLU.
<br />Drawing No. 20-176,, billed "20 "GE GALVANIZED STEEL STORM PANEL",
<br />sheets I thrut 26 of 26 prepared by Tilleco, InG,, signed and sealled by Wetter A.
<br />Tillit, Jr., P.E.; dated 07t28/2020. This drawing is an integral part oll'Als
<br />Evaluation Report, 010 A. Ull",.
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<br />__ '. _ �� No. 44167 11.
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<br />,nori�cb.33W-Pho":(305)871-1530-i,,;�,,�&"Aii�t,a 1
<br />6355 NX 36th Street, Suite 105, Miami S`11
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<br />Pq"DUCT EYAI� A110N EEEEDRINU� 114MO 2
<br />U-M-TREPORTS-
<br />Large rrV inipact arid fatigue load losts were Performed under Protocols TAS
<br />201, 203 as per section 1626 of the I"Icrida Belidinq [,'Ode- Unifornistatic loads
<br />.
<br />or, perTAS202 ProtocoL Test reporis prepared by, Hurricane Engineering &
<br />'Testing, Inc,, Reports 9 96-569 dated 0910917996, #196-570 dated 0911W1996,
<br />4,16-730 dated ORQOM996, all three signed and saa�ed by Hector M_ Maidina,
<br />P-II Fanestiation TostiN Laboratory, Inc. nWrts # 2032 dated 0411611998 and
<br />P 2-126 dated 104611998 witnessed by Gilbert Diamond, F.E. and Recort NO-
<br />0219.01-09, dated March 4� 2009, signed arid sealed by Edmundo Larigaespada,
<br />II and Henry Hattem, P.E
<br />Teile test report No. 9CM-197 Oy OC Metallurgical. Inc.. date. March 13,2(9)9,
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<br />Rgried and sealed by Frank Grate- P-E_
<br />U-VIRUCTURAL ENGINE5HjNq_gALCVLAjj.QNS,
<br />On 2�O Gage Galvanized Steel S�torm Par -of for maximum panel length vs. desigri
<br />wind load, as weli as rroxmiurn aricticar spacing vs. design lAtind icied and panel
<br />fangthbased On rational and comparative analysis, ano �r accordaricG'.Aith
<br />section l0ifi of the Florida Building Crd9r Calculatlons prepared tly Tbeco, ln.c_
<br />dated I I�EOVOR and 01112/115, signed and. sealed by Walter A. Tinit, Jr-, RI
<br />1_M1S2LUMeMjAESJSTAMir,E_
<br />Large missile Impart urider section 1826 of the Florida Building Code, as per
<br />JAS 201 Protocol,
<br />+, VV
<br />- IND LOADS - RESISTANCE.
<br />20 Gage Ga I vanizoo StecE Sbonrn Vans[ has been verified to sustal- wind
<br />pressures. Maximum panel laninth 0-all, be as indicated on sheets & 4:1 I �
<br />i- _�11.
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<br />1b. 19, 25 and 26 of 26 Of Product Evaluation Document (P.E.O.), dra-Wing hhG.
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<br />20-176. Maximum Anchor Speang snall be as Ind"Ied on sheets 8- 9 110- 4 1,
<br />14, 1 5, 1?, 18, 19, 20 25 arid 20 c0t 26, of Product Evaluation Dowmers ilr`.E,D�)�
<br />drawing NI 20.176.
<br />b.-PISTAUATI-ON!,
<br />Installation shall he perroffned rhirflyr tj accordance with cletails Indicated on
<br />sheets 3 thtu 7, 10 thru 20, 23, 24and 25 ot 26, Of Product Evaluation Chacutrijent
<br />(P.E.D,), drawing No. 20-176, fOlinimurn separation to glass shi b
<br />k W a as
<br />indicated on sheets 8, 14,16,25 and 26 of 26, of Produrct Evaluation Document
<br />(P.E.D.), drawing No. 20-117II
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<br />- _ �,30&,t?
<br />REPORT NO. -
<br />204727�02
<br />DATE:
<br />july 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PROVIDUCT SUB -CATEGORY.
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANLWACTURER-
<br />_61001-RUd9dLon. PMducilts.. LIX,
<br />45W S�W. 51 Street
<br />Davis, Flailda 33314
<br />1. PURPOSE 0EEYALjj.ATM;
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<br />This is a Product Evaluation ReDort issued byrVialter A. Tillit Jr., F.E. (System
<br />11-1 # 'COO) to the Global Protection Products. 1I Rule Chapter No.
<br />SIG20-3, Method ID of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being issued an Evaluation Repod as crescribied herein, and he-$
<br />been verified for compliance inaccordance 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 equivaterit to that required by the Ooder
<br />ThIsProdual Evaluation Report shall be subject to review and revision in case of
<br />a EyAll,ding Code ahaitge triainlay afflar its limitations and 0onclitorns
<br />2. - IDENCE.$
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<br />2 -1 PRODUCT EVALUATION DOCUMENT (P.E.D.I:
<br />Drawing No. 20-175, tried '24 GAGE GALVANIZED STEEL STORM PANEV,
<br />sneets I thrij 1 8 of 18 prepared by Tilteco, Inc.; sigined and sealed by Walter A.
<br />Tillit. Jr., P-E.; dated 07127,12020. This drawing is an integ�jrt�Ap&,;Pls
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<br />L&Oe missile import load tests were performed under SSTD 12-pq standard as
<br />pel section 16091,2 of the Florida Building Code. Uniform static toads as par
<br />Section 1709.8,3, per ASTM E-3' SO, Test reports prepared by American Testing
<br />Lab of South Florida, Report # 081 4�01 -01 dated 03111/02 witnessed by William
<br />R. Mariner, P,E , Boriz Moroz, P,E, arid Henry Hattern, P.E. and Report No.
<br />02119�0109, dated February 26, 20W Signed and sealed by Edmundo
<br />Largaespads. P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Pralocolis TAS 2DI & 203 as per section 'I 609.1.2 of the Florida
<br />Building Qnde. T ost Report prepared by Anneri�n Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated NavennW23. 2010. signed and sealed by JU30 E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Jnc., dated March 13,2009,
<br />"ned and sealed by Frank Grate, RE, as per ASTM E-8 and Tonsl:e Test as
<br />per CC Metallurgical Report No. I OW-13118, dated Decomber 1, 201 01 signed
<br />and sealed by Jerry Jaclofano, P.E. as perASTIM E-8,
<br />Z.Z,..�S.M'.ZTU.RALEMNESMO.CAkGULATIQbM,
<br />On 24 Page Galvanized Steel Storm Panel for maximum panat length vs. design
<br />wW load, as well as maximunanchcr spacing vs. design wind load and panel
<br />length based on rational arid comparative analysis, and in accordance with
<br />section 1604 of the Florida Build Irg Gode. Calculations prepared by Tiltem
<br />Inc., dated I ?J1 0 0 and 08/27H 3 (for this revision), signed and sealed by Walter
<br />A, Tillit Jr., P.E�
<br />3, MISSILE -IMPACT RES] TAME:
<br />Large missile impact under section 1 e09.1.2 of the Florida Building Godat, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4�ffl_NVLL LRESWANCF..;
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustainwInd
<br />pressures, Maximum panel length shall boas indicated on sheeN 3, 9, 10,11,
<br />12 and,117 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20175.
<br />Maxhinum Anchor Spacing shall be as indicated On sheets 5, 9, 1 0, I 1 r 13 thru 16
<br />and 1 8 of 18, of Product Evaluation Document (P.E.D-), drawing No. 20-1 75.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a norit-porous storm shutter assembly, as per SSTO 12-99 Standard,
<br />rquylvill li-491)�4o'lli'Mi�m,irk4R
<br />- -
<br />5,1N.STALLAT-1QN.
<br />installation shall be perforated st0ioly in accordance,with cle-taPs Ind Icated on
<br />sheets 3 ibru 8, 12 thru 1:8 of 1 $,of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175, Minimum separation to glass she![ be as indicated on
<br />sheets 3, 6, 13, 14. 16. I 6 and 18 of 18, of Product Evaluation Document
<br />(PI,1I drawing No- 20-175.
<br />C. MATERIAL 5-AN-I IFICATIONS;
<br />Shall be strictly in accutdance with General Notes and Component,. Indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 18, of Product
<br />Evaluation Document (RE.D.), drawing No. 20�175,
<br />7t,. 11 . TAT-10-N-S AND
<br />,�r,,_QK0frjQ.NS_Q"$E;�
<br />7.1 � $hall be strictly in compliance with General Notes No- 1. 8 II 14, indicated
<br />, .
<br />on sheet I of I 8 of Product Evaluation Docurrierd (P.E,D.)_ drawing No, 20-ITS
<br />prepared by Tiftem. Inc- and signed and sealed by Wafterik- Tillit, Jt_ P.E.
<br />72. Product Shall not be installed within HIGH VELOCITY HURRtCANE 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_ 7111t, Jr., RE, (Florida License
<br />Nm 441437). President of Tlttecci� lnc� (Florida CA-0006719)�
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