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<br />wkT rm-A nLLrr, m, PI.- - ___ - ti - n, ,� ___ __ -
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<br />I �_ a rgia mii Re 4ni rt �] no � far i Q 09 I a a d tef ts vue re performed under Protocols TAS
<br />201, 203 as per section 1626 sf the Florida Building Conde. Uniform static loads
<br />�C�'_.,IAII,�',
<br />ac per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing, W_, Reports # 9'5-569 dated OS10911 996, #96-670 dated 0911 811 1)96�
<br />PRODUCT EYAL,UAT101J_REPQRT
<br />#96-T30 dated 09120osi-)96, aii three signed and sealed by Hector M. Medina,
<br />P_E_ Fenestration TCi Laboratory, Inc. reports # 2032 dated C411611998 and
<br />.
<br /># 2128 dated 10/0511 948 witnessad by Gilbert Diamond. P.E, and Report No
<br />REPORT NO.: 204720.01
<br />0210.01-09, dated March 4, 2009. signed and seated by Edmundo Largae.%pada,
<br />RE- and Henry Hettern, P E,
<br />DATE: JLII� 28, 2020
<br />Tensile test report sllv� 9CM-197 by 0C ro'lWallurgilcal, Inc., dated March !3, 2009,
<br />PRODUCT CATEGORY; 5vt[tiffirs
<br />signed and sealed by Frank (3rale, P�;E
<br />PRODUCT SUB-CATEGORY� s�ro-rri parels
<br />2a-STRUCTURAL EN64N lit ATM_$.
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panef leirigthvs� design
<br />PRODUCT NAME: 20 GAGE GALVANtZED STEEL STORM PANEL
<br />wind bad. as Well as maximum anctior spacing irs dosigr wind load and panel
<br />length based on rational and comparative araly*ois, and in accordance with
<br />MANUFACTURER: Global Protection ProiduCtis LLC.
<br />soaction 161 6 of the Florida Building Code, Calculations prepared by Tifteco, Inc,,
<br />480 &W 5 1 sirew
<br />dated 11103108 arid 03112/15, 3igned and scallet: by Walter A. Tillit, Jr., P.E.
<br />DaPie, Pori
<br />1 - PURPOSE OF F VALUATION:
<br />3- MWILEMPAM3931ST-ANCE;
<br />- — - ,
<br />This is a Product jvaWarj,,.>n RepCirt issued by Walter X Tillilt, Jr�, RE. (System
<br />Large missile impact under section 1826 of the Florida Building Cede, as per
<br />TAS 20', Protocol.
<br />tO # 1906)10 the Global Protection Products, LLC. Rule Chapter No,
<br />61 G20-3. Method 1 D of the Florida Department of Business and
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<br />4, MND LOADS R
<br />Profesisional Regulation.
<br />-Le _$II[S1ANf,E_
<br />23 Gage Gs'Fvanjzed Steel Storm Panel has been verified to sustain wind
<br />This prodt-Cl is being issued an Evaluation Report as de,i herein� and has
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15,
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />20-176. Maximum Anchor Sparing stiall be as indicated on shriats$, 9, 10, I 1,
<br />at least equivalent to that required by the Code.
<br />14, 16,17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E,D.),
<br />dreMnS No. 20-176,
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />11 TALINATION:
<br />a BuMing Code change that may affect its limitations and conditions;
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2- EVIDMPE 61 TED:
<br />JBIMIT
<br />shiseft 3 thru To I 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />� � ... �
<br />2.1. PROOMTEVA1,UATION DOCUMENT (P,tD_�
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />Drawing No. 20-176, Wed "20 GAGE GALVANIZED STEEL STORM PANEL".
<br />indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, lrc,� signed and sealed by Waiter A,
<br />I R ED.), drawing No. 20-1 T&
<br />Tillit, Jr., P.E,; dated 0712812020, This drawing is an integral part o,� INS
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<br />6, M—ATERIAL CHARA_QTfMTICS AND SPECIF[CAI
<br />.
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Produc' Evaluation Document (P.E.D.), drawing
<br />No.20-1715. Anchor specifications shall be as indicalleRl on sheets 1, 7 and 21 of
<br />26� of Product Evaluation Document (P.E.D.), drawing No. 20-176,
<br />7. UMITATIONSiAND C0NQ1TL0NSDf U -
<br />SE,
<br />7. 1. Shall be strictly in Compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 ol 26, as well as General Notes # I thru 4 and I I thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D,), drawing No. 20-176
<br />prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jrr, P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRIC ,ANE ZONES as
<br />defined on section 1620.2 of the Flonda Butdirg Code-
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood "me stinuctUM&
<br />Product Evaluation Report prepared by Walter A. Ti4lit, Jr.. P.E. (Flanda License
<br />No, 44167), President of Tilteco, Inc. (Florlda CA-COD67i9).
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<br />D:iT!,TFCOACMONRECOR0S%P,E. FIEPORT.20 � 6 LORAL PROTECTION PRODUCTS, LLC % 20 GAGE
<br />GALVANVID ��L F�TORM PANEL% CAM, 4MI 76� REPo0RT#2OO?2&O1
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<br />TILLrr TESTING 9 EMOINEERING COMPANY
<br />IMALTERA 'PLIJT, M, PE. PRODUCT 'A VAIU __ - __
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<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME� 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER� Global,Proitecllorr Products. LLC
<br />48LIO S.W. 51 Street
<br />Davie, Florida W314
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<br />1. PURPOSE OF-E-VALVATION.:
<br />This is a Product Evaluation ReDort issued by Waiter A. Tillit, Jr., P.E. (Systein
<br />10 V 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 10 of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for 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 Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />"Vf D F; Kf-S U & K -rr-Tl&'
<br />Zt.PR LV-AW,N DOCLlN1EN%P,E.D.):
<br />Drawing No. 20-175, titled `24 GAGE GALVANIZED STEEL STORM PANEL'',
<br />sheerts I thru 18 of IS prepared by Tilteco. Ine.; signed and sealed by Walter A.
<br />Tillit, Jr�, P,E.� dated 07127/2020� This drawing is an iri �#qn'oqpls
<br />Evaluation Report, ,� �t . 14�1'1""
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<br />ZZ TEST-REPORns
<br />Large missile Impact load t�slsvioere perfoirmed under 8ST0 12.99 glandard as
<br />per section 1609,1.2 of ltt� Florida Building Code. Uniformt. static �oads as per
<br />Section 1709-8.3, per AST�fl E,330 Tc si , aportEi prpoq red by Anie� ir-an Testing
<br />Lab of South Florida, Rep,-! #0814.W-011 datpd0' 3MV02 witnesso byWmiam
<br />R. Mehner, P.E.. Bor[z ILI ioz, P.F., and Henry Hatterri, P.E. and Report No-
<br />0219,01-09, dated Feb ary 25, 2009 signed and sealed ty Earrundo
<br />Largaespada. P.E. and F nry Hattem, P E. Large missile impact and ryclic
<br />load Ings per Protocols T � 201 & 203 as per iiiection 1609.1.2 of the Florida
<br />Building Code. Test Repo I rapared by American Testing Lab of South Florida.
<br />Report No, 1123.01-10, di� J November 23,2010, signad and.�_aled by JuIo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9U 1 �'45 by CC Met0flUMtCat. IDO-, dated Match 13, 2009,
<br />signed and sealed by Fra I Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per OCIMelallurgical Rep I ' No. 1 01K�,ii dated Dfacorribi�-r 'I, 2010 signed
<br />and sealed by Je" Janof .-� P.E, as W ASTNI E-S.
<br />2,11-STRIKTURAL Eli � F,RjNG,r,ALClJ.LATK)M,,
<br />. On 24 Gage Galvanized S � Storm Pariiel for maximurn lo�mei iengiii vs d'.4sign
<br />wind load, aswe,11 as mix i.iri anchorspacing vs.desigriwind load and panel
<br />,
<br />length based on ratlon& � cor,q�aralive analysi�i, and in accordance with
<br />section 1604 of the Flori. I 3,Uit'dirg Codin. Calculallops. preparAd byTilte'.10,
<br />Inc., dated 12118110 and 0 �','713 (for thils rovision't signedand sealed by Walter
<br />A� 11111t, Jr.. RE
<br />3. WSWEAFAC"ESISTANCE:
<br />Large missile Impact under seutiori. I 60-9. 1 .11 of the Florillm Building Codle, as per
<br />g .
<br />SSTD 12-99 Standard and TAS 201.
<br />k WJND_LQAD$_RM8TA_KCE�
<br />24 Gage Galvanized Steel Storm P,In6l has been verif ed to sustain wind
<br />I ,
<br />pressures. Maximum Pariel iength shall bio, asindicated oil shee*s 3,9, 101 11,
<br />12 and 17ofl8ofProdw Evaliation Dcirumonl(P.E.D �, drawingNio. 20-175.
<br />Maximum Anchor Spacing shail bIe as indicated on sheets, 5, 9. 10, 11, I �4 thru 16
<br />and 18 of 18, of Product Evaluatk�r! Document iP.E,D,), drawing No. 20-175.
<br />24 Gage Galvanized Steel, �torrn Panel has Dean Verified for Code corripliancIa to
<br />work as a non -porous Mom A.-fulter assembly. as per SSTD 12-90 Standard,
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<br />"NSTALiATION:
<br />Installation shall be performed strlVdy in accordance with details indicated on
<br />sheets 3 thru 8, 1,�, tl,.jrtJ "8 Of 1 kir of Product Evaluation Document (P.E.D,),
<br />drawing No. 20-175 Nlinimunn spoparation to glass shall be" indicated on
<br />sheets 3, 6, 13. 14, 15, 15 and 18of 18. of Ptoduct Evaluaticin Document
<br />(P,E.D,), drawing No. 20-175.
<br />6. MATERIAL CHAR,ACT.ERI$TIC.$ AND-APEO CA
<br />WK.- 719NS:
<br />Shall be,strictly in Ei-xorrlame with Generai Notes and Compdinenls� 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 IP, of Producl
<br />Evaluation Document (P.ED.), drawing No. 20-175.
<br />7-AsINITATIONS AND 00NDJTION$.OF V ;
<br /> ft.
<br />7. 1. Shall be strictly in compiiaoce with General Notes No. 1 � b thri,i 14, Indicated
<br />onsheel I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. airW signed arid sealed by Waller A. 1114t. J� P.E
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020,2 of the Florida Buddirig C4,)de
<br />7.3. Product shall only be instaliec into poured concrete, coq,crete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Waller A, Tillit, Jr., PIE. (Florida License
<br />W. 44167), President of Titteco. Inc (Floriffiff CA-OOC6719).
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