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<br />TILLIT TESTINIG & ENIGINE9RING 6VAIRPANY
<br />WATTFR A. 1ILLAT, M�, l
<br />REPORT NO.- 20-0728.01
<br />DATE� July 28, 2020
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<br />JILDK L-N;, 44M
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<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: 011:11IIAL r
<br />48M S.W. 51 skeet
<br />Davie, Flordill
<br />1,. PURRIPBEDC-EY-ALUKTION:
<br />This is a Product Evaluation Report Issued by Walter A. Tlift Jr, P.E. (System
<br />ID # 1906) to the Global Protection Productist LLC, Rule Chapter No.
<br />6IG20-3, Method ID of the Florldia Department of Business and
<br />Prerfessidlonal 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 B Willing Code, and to yed that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />All Product Evaluation Report shi be subject to FeWsw slid revision In case of
<br />a Buililing Code chango tot mad affect its limitations and conditions
<br />2. EX-ADENCE 6MBEDEEM
<br />LLPROONTEVALUATI NIDOCURl
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<br />Drawing No. 20-176, #W "20 GAGE GALVANIZED STEEL STOFM PANEL",
<br />sheets 1 thru 26 of 26 prepared by'riltaill InG.; signed and mated by Waiter A.
<br />T10it, Jr., P, E.� dated 07128/2020. This drawing Is ani integral part Oil
<br />Evaluation Report, .,ilvd�,Tl IL Ill
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<br />6355 KW_ 36(h Street, Sidute 30-1, WaraL Florida 3,1166 - Pluxill (305) 8'71-1530 -
<br />- -VXrA1K-Vk-1fM,R lifouninaluilillOm
<br />UAJXSTREPORTS�
<br />Large mits,sile 4ni al taflguel Ill leslia videwded peftmed uni Protocols Trill
<br />201 � 203 as per section 16213 of the Fbflda Building Code. Uniform static loads
<br />as per TAS 202 Pr*tocol- Test reports prepared by Hurricane Engineering &
<br />Te,;ting, frol Reports # 96-569 dated 08X9;19$)6l. #96-570 dated 0911811996,
<br />#96-T30 dated 09/2011996, all Three signed ard sealed by Hector ML Medina,
<br />RE., Fenestration Tostin Laboratory, Inc. reports 4 20-32 dated 04116M998 and
<br /># 2126 dated 1010511998 witnessed by Gilbert Diarroded, F.E. and Report Nei
<br />0219DI-4N, dated March 4. 200-0. signed and sealed by EdlllUrido Lairgeespadi
<br />F1, IL an d Henry H atte i P. E.
<br />Tedelsi test report No. 9CM-1i QC Metallurgical, Inc., dated March 13,2000,
<br />signed and sealed by Frank Grate- P.E.
<br />L"TRUCTURAL ENGINEERING -CALC
<br />� VJA-D_ONS�
<br />On 20 Gage Galvanized Steel st-orlin- Pons? for maxinnum pardl length va.design
<br />oddelind load, as well as maximum anchor stil vs. design %,lnd load and panel,
<br />langth based on raUonl and tornparative analyal and ri airicordarice ,del
<br />section i616 of the Florida Building Col Ciek�utatjans preparpEl by Tflial Inc,l,
<br />dated 111,031VID8 onEll 0&1V15, eiginded and sealed by Wafter,ldi Tillit, Jr-, P F
<br />3. M15j%LE IMPACT RESISTANCE;
<br />Large missile- Impaci urider section 1626 of the Florida Building Code. an, per
<br />TAS 201 Prol
<br />dit 0ANDLOADS RESISTANCE
<br />20 Gage Galvanized Steel Storm Panel has been verified to susta�n wind
<br />pressures. Maximum panel length shall beas indicated on sheets 8, 10, 14,15,
<br />16.19, 23 and 26 of 26 of Product Evaluation Document i drawing No.
<br />20-176. Ma)dmum Anchor Spacing shall be as indicated on sheets & 9, 10. II 1,
<br />14,15, j?, 18, 19, 20 25 and 20 of 26, of Product Evaluation Document (PA.D.),
<br />dirindirting No. 20-176.
<br />5-INSIALLANT "O �
<br />Installation shall be performed strictly In accordance with details indicated on
<br />sheets 3 thou 7� 10 thru 20, 23, 24- and 20 i of Product Evaluation Docurnent
<br />(P.E.D.), drawing No. 2i Minimum separation to glass shall be as
<br />Indicated or, sheets S. 14, 16, 25 and 26 of 26, of Product Eyaluation Docurraint
<br />(P.E.1i drawing No. 20-176,
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<br />0-MA TERIALACHARAQ-T-MaTICS AND S PIEQ�fIJJS.
<br /> �
<br />Shall te strictly in accodrdandi toll General Notes and Components Ml4atedd on
<br />sheet 1, 2 and 22 of26, of Product Evaluation Docurreent(P-E,D), drawing
<br />No.20-176. Anchor specifications shell be as indicated on e-hel %,7 and 21 of
<br />26, of Product Evaluation Document (Fl drawing No. 20-176,
<br />7. ffATJOAS All CONDITLONS Of.,V
<br />, , $F�
<br />71. Sill strictly in Compliance with General Notes No. 11, 8 thru ,I �4, indleated
<br />art sheet I of 26, as well as Geni Klotas # 1 thru 4 al 1 1 thru 16, indicated
<br />anshi of 26 ot Product Evalualfim Document (P.E-D.-v drai,vingNo.211A.476
<br />"
<br />prepared by T"fitel trid and signed and sealed by Walter A. TAW Jr., P.E.
<br />7.2. Product may be in5talled within HIGH VELOCITY HURRICANE ZONES as
<br />diallned on section IM.2 of the Fil Building Code.
<br />7.3. Prioduct shall only be instal IrAtc, poured Concrete, concrete Olock, and
<br />wood frame structures,
<br />Product Evaluation Report prepared try Walter A. TOM, Jr-, P.E. (Florida License
<br />No 44167), President of Till teco, Inc. (Florida CA-000671 9)�
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<br />i T I L TECO AGE MON RECCil k P � E. RCPORT 21) � GLOPIAL PROT E CTION PH 00 LICTS � Li 20 GAGE
<br />" VANIZED STEEL 5TORM FLANi ORM # 20�l 7b L REPORIF # 2G-0728.01
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<br />WAtTrFl BLITT, ;K,P�Kl : " filtorjx4e,Lman
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<br />REPORT NO.; 20-0727.02
<br />DATE: July 27. 202D
<br />PRODUCT CATEGORY: Shistlers
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER� GJQW-Fialtaiction Rrodutd:t,l
<br />4800 SNol 51 Street
<br />Davie, %;ica =3tdi.
<br />1- PURPOSE QF EVAINUAMNA
<br />Tri is a Product Evaluation Report Issued by Walter A.Tillit, jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, Ill Rule Chapter No.
<br />SIG20-3, Mathiedd ID of the Florida Department of Business and
<br />Profesisional Regulation.
<br />'this product Is being issued an Evaluation Report as described herein, and has
<br />beer. venfied for compliance in accordancewith the 2020 Sevend 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 ft Code,
<br />This Product Ed,ia lualion Report shall be subjert to rayliew and revision in case of
<br />a Building CnKle change that may affect its limitations and conditions
<br />�
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<br />W41rill .. . I
<br />Zil -PRq "U_ EVALUATION DOCUMENT 1P.ED.):
<br />Drawl No. 2D-1 7& tifled '24 GAGE GALVANIZED STEEL STORM PAll
<br />sheets 1 thru IS of IS prepared by Tiltedi Inc.; signed andsealed by Waller A,
<br />Tillit. Jil P,E,� dated 0712712020. Th,is drawing is an inte RZ.Vnmwei
<br />Evaluation Repo it. . d it Al eV
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<br />U.-TIEST-IRE29133M
<br />I-Arge missile Impact load tests were, performed undedir SSTD 12-99 standard as
<br />pair section 1609.1.2 of the Florida Building Code. Uniform stattelbads as per
<br />Section 1709A.3, per ASTM 1i Test reports prepared by American Testing
<br />Lab of Soulind Florida, Report # 081 4� 01 -01 dated 03411102 witnessed by William
<br />R. Mehiner, P.E., Soriz Mol P.E, and Henry Hattem, P.E. and Report No.
<br />0219.01 -09, dated February 25, 2001), signed and se . aled by Edmundo
<br />Largaespaddi P.E. and Henry Hattern, P.E, Large, missile impact and ryclic
<br />loadings per Protocols TAS il & 203 as per section 1609.1.2 of the Florida
<br />Buildling Code, Test Report prepared �y Amehoon Testing Lab of South Florida,,
<br />Report No. I 1 2101 -10, dated l4oveinber 23, 2010. signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-1W by QC Metallurgical- Inc., dated March 13, 2009,
<br />a I Vned and sealed by Frank Grate, P,E, as per ASTM ]=--B and Tensile Test as
<br />per QG Molaffurgill Report No. I OKMA 318, dated December I, 2010 signed
<br />and saarled! by Jecry Jaclotano. P.E. as perASTM E-8,
<br />U-STRU-CIVEAL MWEEIRIM-CA1.4.U.IHATIONS,
<br />On 24 Gage Galvanized Steel Sterm, Panel for maximuirn panel length vs. design
<br />wind load, as well as maximurn anchor spacing vs. design wind load and panel
<br />length based on rational and comparative arelyl and in accordance with
<br />soction 1604 of the Florida Building Code. Calculations prepared by THIsco,
<br />Inc., dated 12/16110 and 08127113 (farthis revision)i, eligned and sealed by Walter �
<br />A, T16111, Jr., P.E.
<br />3JAMILEM-PAC11"S TANCE:
<br />Large rinissife, Impact uridersection 1609,1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4,W-ND LIM-1-REMIANAM
<br />24 Gage G� �vanlzed Steel Storm Panel has been verified to sustainivind
<br />preaf;ul Maximum panel length shall W-as indicated on shei 9, 10, 11,
<br />. 12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No, 20-175,
<br />Maximum Anchor Spacing shal be as indicated on sheets 5, 0, 10, I 1� 13 thru 16
<br />and 18 of 18, of Product Evaluation Cocument (P.E.D.), drawing No, 20-175.
<br />24 Gage Galvanized Stew Storm Panel has been verified for code compliarred to
<br />work as a non-pDrodus storm stilutter assembly, as par SSTD 12-99 Standard.
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<br />Installation shall be parformed striti in accordance with details Ind icated on
<br />sheets 3 lbru 8, 12 thru I 8 of 18,,of Product Evaluation Document (P.E.D.),
<br />crawing No. 20-115. Minimum separation to glass Shall be as indicated on
<br />sheets 3, 6, 13� 14, 15, i 6 and 1 8 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />C M ATIER IAL C -HARACTEM-S-TKS-MP..SP-E,CjF-MATWHS;
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<br />Shall be strictly in accordance with Gained Noleit Ell Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (PlE.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 18, of Product
<br />Evaluation Document (P.E,D.), drawling No. 20-ITS-
<br />7, LIMJTA N;S-ANI) _Gj&DjTWNj_Qf -
<br />-'- -USE,
<br />71 � 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.). drawing No, 20-175
<br />prepared by Tiftecod. Inc. and signed and sealed by Walter A. Tillill, Jy_ RE,
<br />7.2. Producl shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1i of the Florida Building Cole -
<br />7.3. Product shall only be installed into poured concrete, concrete blocK and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Watiter A- Tllllt� Jr., P.E. (Florida License
<br />No. 4,l President afTitt000. Inc. (Florida CA-0006719).
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