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<br />TILLIT TESTING EA ENGINEERING COMPANY
<br />iiWi_J:�P,_;7iiL_5F,f1L, F.E, - ______.____._._.____ .. ,
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<br />FL Ce, I-, IN, Dili
<br />PRODUCTE A ON REP RT
<br />REPORT NII 20-0728.01
<br />DATE. July 28, 2020
<br />PRODUCT CANTEGMY- Shatters
<br />PRODUCT 11US-CATEGI Storm Parels
<br />PRODUCT NAI 20 GA43C GALVANIZED 37EEL STORM PANEL
<br />MANUFACTURER- Lie
<br />4800 S.W. 51 Street
<br />Davie, Fintridi
<br />,1�PV.RFQWQF_KVAUjATl0N:
<br />This is a Product Evaluation Report lissued by Walter A. 71111ill Jr, P.E. (System
<br />ID # I 906) to the Global Protection Products, Lll Rule Chapter No.
<br />61 G 20-3, M athod 1 0 of the Florid a Oepa rtmen it of Bus! n rias and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verfited for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Col and to verify that the product is for the "ose Intended
<br />at least equivalent to that required by the Code.
<br />TIT'dis Product Evaluation Repo rt shall be subject to review and reNtislon In case of
<br />a Suflifing Code change that may affect Its limitations and cond Mons
<br />2-EVIDEM"AMR977M
<br />7.It.P1RQPWTWL,UAl DOCIUMENT.R&P.1;
<br />Drawing No, 20-176, filled "" GAGE GALVANIZED STEEL STORM PANEL".
<br />sheets I thint 26 of 26 prepared by Tiffieco, Ill signed and seated -by Walter A�
<br />Tillit, Jr_ P.E.; dated 0712812020. This drawing is an integral part
<br />Evaluation fleport. � INW, N ,N lift
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<br />6.135 NX 36th Strallot, Suite 305, Miami, Florida 33 166 - PLGEO: (3055) 871-1.530 - N;1� - �
<br />ERVIDUCI�ALTIM ITITT-14 �IN ff�Bi 2
<br />12L,21-Ti REPORTS:
<br />Large mwi,eflle Impact and 110itigiLle lCxK3 te6itis VI performed Under Proltoccis fAS
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<br />201 � 203 as per section 1626 of the Florida Building Code. Lirliformi static 1 loans
<br />as per TAS 202 Protocol. Test reportq prepared by Hurricane Engineer IrI &
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<br />Testlng� fno , Repi 4 96-560 dated 0810PJ1996, in*5-5TO dated 100flUfIFF6,
<br />il!i�����:�:�ll-'F30,-J��i��,�!���i��I 135)120i'I ililI throle, signoid amn goal(lIrl ll�l,.Ir HNIctor Kil. h4adirla,
<br />'P�E, � Farno-sb a Inc, ri II ng Lisboral I nc. illiTsorTris # 2032 da led 04/1 II ljtl� and
<br />ft 21,-,ZP dated 10/0511998 witiastn&ad by Gilben Diamond, EX.E. and Report No.
<br />' ` - -
<br />0219-61X09, datedlMarch 4, _' ,00". signE;d and sealed by Edmundo Largoospada,
<br />PE, aund Henry Hattil P.E.
<br />rin-righe tc,,J, liginniit �,Io_ KMTA-197' by QC ittieltzitkirigingid, Inc,, idnited, isi V`I, 2009�
<br />signed and sealed by Frank Grate, P=E
<br />2_3"TRUC URAL EgIrANERR.11i QULA
<br />-CAL T1 N-
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<br />Chn 20 Gal C,allvirl StruLd Sntwfn Painnit far NX-1a,6ri CAI1�81t is'llath Vs- "rIftliGn
<br />wirlid kial as TiXeltil as rnaXilriturn anchor spal,_�4?9vsI desligni,intInd load and panel
<br />length based on rational and comparatIve analysis, and fr. accordance with
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<br />section 1616 of it- Florida Buidino Code. r,alloulationS prepared by Tiltil inI
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<br />dated "I VOIJOB and QW 12/15, s1pnedail seated; by WalterA. 7tilit, Jr_ REE
<br />1BAUR I L L.�RL',-P,jnfl�l�-,f4'.1.3�l:t,-NL- r;',;
<br />Large mils,idle impact url section 182:6 ca lue Forill BulIding Code, as I
<br />TAS� 2ol Protocol,
<br />41,�VWND LOADS R S.TANI
<br />_EA �
<br />'20 Gail l2ialvarntzed Sirill!, sUntiviii PartO has been NitHriffileu to SUStRjr, orind
<br />preseurea. kll:akirriv.-t-.�-a�'iei�aNk-,-,3bafi�be��slr,,',:eatocl�,.�nsh--i�t,,;8,10,,14,1.5,
<br />16, IB- 25 and 26of2t;of Product E--.aluatior,Dc�,urnent(P-E.�--.-,,,drawL��-t-lo.
<br />20-176. Maximum Anii Spaiding "I be as Indicated on sheets 8, 9, in- 41�
<br />14, 15, 1 III, I % 1 O� Z-1-1 25 and 29 i 26, of Prol EXTE'l1jainfl. lFor-cf1l'tent (P�E Ql
<br />di"Inwiligg Nigh 21(tIlIT&it
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<br />Installation shall be -performed st Fly in acco.-ance Ill det9ils inidicated on
<br />sheets 3thru 7, 10 "Ill 20, 23� 24 and 26 of26, al Product Evaluation Docun"ent
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<br />_ _ lo"-EPORT I � Mir,
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<br />REPORT NO. : 20-0727,02
<br />DATE: July 27, 2020
<br />$!-,,-Irt-In
<br />PRODUCT SUB -CATEGORY: 5torm Parals
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: ,�3iot��o�..�,l�,f)t(A-CILC)L,)-�F�tx�!i�i�&�,c.t*, 1I
<br />jnd)Ki S�Vl 5LI i,:'
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<br />David, Florida ,,;_,,, 1 4
<br />.,L-P.IJR-P-Q,'$jE,-Q.F.-F-V.AL-UATjPN;
<br />This is a Product Evaluation Repiort issued by Walter A."nilitiI Jr., P.E. (System
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 1320-31, Method 11) of the Florida Department of Business and
<br />Professional Regulatiorl
<br />'This product Is twinoicaued an Evaluation Report as descricied herein, Eind has
<br />been verinfled for compliance in accordance with the 2020 Sovarith Edition of the
<br />Florid- Building Code. and to verify that the product is for the purpose intended
<br />I
<br />at least equivaient to thal, required by the Code.
<br />,
<br />This Pioducl Evaluation Report shaij ce
<br />, sub ect To js
<br />� � ,vtolAir t.ind re,lasilloIj i case, ni
<br />, �(
<br />a Building Code change that may affil its limitations and coln&ttoris
<br />2,5V
<br />Mr: 9E SURMnW.
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<br />Z,I..jP-P-0.00,(,'e-l"'.1--NA-.Li)AT.1014 Mr.lu-N-fil T,:lP_,JI1
<br />Drawling No. 2iI titled '24 GAGE GALVANIZED STEEL S TIORM PAII
<br />Sheelsilthrul8aflBla ared byTilteco, Inc, � sinned and seated by Walter A-
<br />C. rep
<br />TI jr-, PaE,; dated 0712712020. This drawfing is an inteo&,t I ii I
<br />� $I", his
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<br />Lari missk Impact load testsvilers perforinned under SSTD 12-99 standard as
<br />per section 1609al,2 of the Florida Building Code, Uniform static loads as per
<br />0,ectilor
<br />, - r; 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Fk-,inda, Repol 0814,01-O! dated 0311 V02 wftness-ed by William
<br />R, Mehner, RE , Rciri;e Moro�Tr PIE, and Henry Hialtem, P,E. and Report II
<br />021 �- Of -09, Ell ateniFebrue ry 25, 2009, signed and seals d by Edrnundo
<br />Largatispada, I and Henry Hattem, P-E. LarpemisintairripactandoyclIc
<br />loadings per Protoil TAB 2UI & 203 as per section 1609.1,2 of the Florida
<br />Suilding Code. Test Repo rt prepared by American ToOng Lab of South Florida,
<br />Report No. 1 1 2101 -1 0:, dated November 23, 201 0,sig nod and sealed by Jullo E.
<br />Gorizatez, P, E,
<br />Tensile test report No. 9CM-`198 by OC Meta#urgical, Inc � dated March 13� 2CM
<br />signed and sealed by Frank Grate, RE, as, per ASTM E-B and Tensile Test as
<br />per QC Mela4karginal Report No, I OKM-1 318, dated Dec -ember 1, 201 0 signed
<br />,
<br />and sealed by Jarl JlacOano. P.E. as per ASTNi
<br />2'. UUCTUIRAL_"ONEERINJ_C��,
<br />Cil 24 Gage Galvardi Steel Storm Panel for maximum panel length Va. design
<br />wind load, as well as maximulm anchor spacing vs. design wind load and panel
<br />.
<br />lerl based or. rational and comparative analysis, aninl in accordance with
<br />section 1604 of the Florida Bu!W,Ing Code, Calculations prepared by Tilteco,
<br />lni;�� dated 12118TI-10 and 06/27!13 (forthis revision), signed and sealed by ilittalter
<br />'k T'IffiL Jr., P.E,
<br />3-MIMILEIMPA 7 RESI-8-TANICIE,
<br />Large rri�I Impact under section Ill of the Florida Building Code, as per
<br />SSTD 12-9c,, Standard and TAS 201.
<br />4-t.YVW-P.L.O-AD-$-R-E$[$-T-Att(�E4
<br />24 Gage Gallvanized Steel Storm Painal has beelli vertfied to sustain wind
<br />pressures, M&YIntil panel length shall be asindipated or, sheets3,9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />k'aAmurn Anchor Spacing shall be as indicated on sheets 5, 9, 1 0, 1 1, -1�t thru 16
<br />and I 8 of -16, of Product Evaluation Doc-ament (PE.D.), drawing MO. 20-175.
<br />,
<br />24 Gage GNivanized Steel Storm Panel has boarilierfled for code compliance to
<br />. work as a, tion-citirous storm shnitter assembly, as per SSTD 12-99 3tandard.
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<br />ihos,tallation shall be performed strictly in accordance with dattais. indicated on
<br />sheets 3 t1hru 8, 12thru 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, i 4, 15, 1 6 and 18 of I 6, of Product Evalvation Document
<br />(Pl drawing No. 20-176I
<br />I MKI71ERLA I AND SPECIFFICATIQ113;
<br />- - - ii CS
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet,l and 2 of 1 8, of Product Evaluation Document (P.E. D.), drawing No.
<br />2111-17C
<br />Anchor specifications shall be as indicated on sheet I of Iff, of Product
<br />Evaluation Document (P.E.D,), drawring No. 20-17&
<br />7,.,LIMJ-W"-N,S-A-N-C)--I�-ONDMQN F
<br />5 gf_QW,
<br />71, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on shal I of 18 of Product Evaluation Document (P.E,D), drawiling No. 24I
<br />prepared by Tillanc, Inc. ands,43ned and sealed IV Walter A. Tilill, Jr, RE
<br />'7,2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code,
<br />7,3. Product shall only be instaheid into poured concrete, concrete block,, and
<br />wood inime structures.
<br />Product Evaluation Report prepared by Walter A. 11"hilt, Jr., P.E. (Florida License
<br />Ill 44167), President clifTifteco, Inc. tFlonda CA-Ol, 19).
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