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<br />TtLLFr TESTING & ENSINEERIIYG COMPANY
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<br />WAT TRIR A. TTLITT, a, ?-E� all M
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<br />PRIM0 -C-TjEYALUAT-1QXnF-QJR1
<br />REPORT NC.: 204728.01
<br />DATE, July 28, 2020
<br />PRODUCT CATEGORY- Shutters
<br />PRODUCT SUB-GATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STDRM PANEL
<br />MANUFACTURER:
<br />4800 S.W. 51 Street
<br />Cia,ilia. Flodda33314
<br />1-PV"-Q$E-QF--EYAL%1,Al
<br />This is a Product Evaluation Report Issued by WitaKer A. Tilik, Jr., Ill (System
<br />ID # 1 90C) to the Global Protection Products, LLC, Rule Chapter No.
<br />6IG20-3, Method I D of the Florida Department of Busirreas and
<br />Profe"lo" Requital *n_
<br />This product is being issued an Evaluation Report as described herill and has
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to veriffy that the product Is for the purpose intended
<br />sit least equivalent to that required l,iy the Code,
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code aari that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTF-D,
<br />ZIL PRODUCT 1TVALUAMN DOCUMENTIF-F.D-);
<br />Drawing No. 20-176, Oiled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of,26prepared byTiltell Ill signed and,scoled by Walter A.
<br />Tllbt, Jr., RE.; dated 07128/202l This drawing is an integral part of MIS
<br />Evaluation Report, 0"Ji Ii
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<br />6-15 5 N.W 36th Street, Suite 305, X, ami, Florida 33166 - Phone: (305) 87, 1 -1 31 0 I �&
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<br />22-Tf.ST REPORTS:
<br />Large missile inx of and fatigue loachil were performed under Protocols TAS
<br />201, 203 as per section 1626 of the rionda 8vildIng Code- I hinilbrin statIc loads
<br />'
<br />as per TAS 202 Prolill Test reports Preinared by Hurricane Engineering &
<br />Testing, Im-, Roports # 965-1,�69 dated 08110pri ppil #04-3--m`0 I 011III I Kil",F,
<br />#46-T30 dated 0612011Q96, sili three signed and sealed by 146llirtor NI� hisinill,ficIll,
<br />RE, FarlestraWil Testing Latuoratoll Inc, reports; # 2032 dati OV-1611998 Eind
<br />A 2126dated Ill 998 witnessed by Glilber.t Diarron-d. P.E. and Report No.
<br />0219,01-09, dated March 4, 2009. signed and seafed by Edmundo Largaespi
<br />P-E. and Henry Helftem P E.
<br />Tonsile test ral No� 9CIVI-1197 oy M Metallurgical, Inc., dated March 13, 215DO,
<br />signed and soaleri by Frank Grate, RE,
<br />7-3, $TRUCTUk-A-1 GNGINE,F_R.Vl I >
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<br />Cin 20 Gage Gahenamed Sled Storm Pal for maximum panci fungth �va, des'lon
<br />wind load. as vvpl� as maximum arepor spacing vs. drisi -- %ner
<br />g- i load and pil
<br />length based on rational and comInErative analysis, anc! Ur accordance with
<br />'
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<br />section 1616 oftbeflorlde Building C-as, CalculaUonsp,reparedb�rdtaco,ino-t
<br />dated 11103108arx!0311015, signedarid sealed byWatterlill Jr., P.E.
<br />1 MM&E-U) �
<br />. KEMREM� " 5TAll
<br />Large missfle lrnp2d undarseliadon 10215 of thie FloridaBufldlr[fi I I riEll'
<br />TAS 201 Protocol.
<br />4. WND LOADS RESISTANCE: �
<br />20 Gage Ga vanized Steel Storm Panel has been verl to sustaln wind
<br />pressures Maximum panel length shall be as Indicated on shil 8, 10, 14,15,
<br />16,19,25 and 2fl (if 26 otProduct Fvall Dcr,,uimnt(P E.D.It,,dravving No.
<br />20-170. fvlaxOrurn Andior E,'�plllcllnig s4all be as �Tlclilcalml oti shisets 8,, 9, lia" I 1,
<br />14, 15,17, 143, 19, 20 25 ancl 210 of 26, of Fired ucl inivaluation [�Ilciculnenillt (Ill!'X Lil'),
<br />dreffing No. 20-176.
<br />5-AVALLAT'lION-
<br />Installation short be per,ormed st-c-ty in accordance lil 11--filds Indicated on
<br />sheets 3 thru 7, I 0 thou 20,23, 24 I 26 of 26, of Product Evalluatil Document
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<br />(I drawing No- 20-176, K-1:n1mi separation to glassahall he as
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<br />Indicated on shools 8, 14� 116, 26 and 2s Of 26, of Product Eveluation Docurrient
<br />I R E, D,), drawing No. 20-176,
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<br />6, MATERIAL -QIAARAQIEK$,TIGS AND SPIECIHC��
<br />Shall be strictly in accordance with General Notes and Components incir-3ted on
<br />sheet I . 2,9nd 22 of 26, of Fired l Evaluation Document (P- E .0,), drawing
<br />NmZO-174. Anchorspeloffications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.Cl.), drawing No. 2D-176.
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<br />7. 1. She!.- be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet I of 26, as well as General Notes # I thru 4 and I 1 thfu 16, fricill-cated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. M176
<br />prepared by Titel Inc� and signed and,sealed by'Safter X Tilit. Ji P.E.
<br />7.2. Product may be installed within HIGHVELOCITY'HURRICANC ZONES as
<br />defined on secton 1620.2 or the Florida eutdri Code.
<br />7.3 Product shall only be instaillad into poured cencrele. concrete blocri, and
<br />wood fia-ate, structures.
<br />PlIoductEvaluction Repert prepared by Wa[lel"A. Tilut JI RE. (Florida License
<br />No, 44167), president of I'dieco, finil (Florkiai CA415i 19),
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<br />D:k T LTECO AUMERN RECORDS � I E P-7i 20 i (I PROTECTION Pli LLG, 2- GAGE
<br />GALVANII 5TEEL FEIRM PAI ORWC4211i 761, Fill Al 20-,OMO�
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<br />TILLIrr"FESTING t ENMMIAEZM�1116 COMPANY
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<br />WALTE-B A. TU-J--'R-. PE. PRODUCT ENIALUA lill=�Il
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<br />REPORT NO�, �
<br />29-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />ShUttil
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCTNAMII
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUIFACTURER-
<br />Q1QbffLR1W-eV1Iqn-Pr0dUCft--LLC
<br />4800 S.W. 5-1 Street
<br />Davis, Florida 22-1314
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<br />L�PURPOFQF- EIVAUJAM N �,
<br />This is a Prod�uol Evaluation Report Issued byWalter A. T1111t, Jr., P.E. (System
<br />ID 9 1906) to the Global Protection products, LLC, Rule Chapter No.
<br />61 G20-3, Method ID of the Florida Department of SuMness and
<br />Professional Regulation.
<br />This proOl is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordanclevinith the 2020 Seventh Edition W the
<br />Florida 80fd1ling Code, and to vell that the product is for the purpose intandad
<br />a', least eqolvisiont to that requ4EId 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 />2�110V-IMKQE��MFTT�-
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<br />IDUCT gMVA'T
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<br />Drawing No, �0-1175, flifed '24 GAGE GALVANIZED STEEL STORM PANEL"",
<br />%hel I thru 16 of 18 prepared by Tiltecol Inc.; signed and sealed by Walter X
<br />Tillit, Jr., P.E�� dated 07/27i2O2O, This drawing is an jnteRK,Vr",,J�,,Is
<br />Evaluation Report. "k � J"t ��/� 1"O",
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<br />2.2.-IEST REFORM:
<br />. Large missile impact load testswers, performed under S.STD 12-99 standard as
<br />pi section 1600,11 �2 of the Florida Budding Code, Uniform static loads as per
<br />Section 170I per ASTM E-3W, Test reports prepared by American Testing,
<br />Lab of South Florida, Repol 081A�01-01 dated 0,31111ill witnessed by William
<br />R. Metiner, P,E , Spitz Morfiz, P, F. and Henry Mariam, P.E. and Report No�
<br />0219.01-09, dated February 25, 2009, signed aid sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.2, Large missile impact and cyclic
<br />loadings per Protocols TAS 201 I 203 as per section 11 609.1-2 of the Florida
<br />Building Code, Test Report prepared by American Testing Lab of South Florida,
<br />Report No, 112101-10, dated November 23, 2010, signed am sealed by Judo E.
<br />Gonzalez, P.E.
<br />Tensile test report Nil 9CIll 98 by CC Metallurgical, irl dated March 13,2009,
<br />signed and sealed by Frank Grate, P-E, as per ASTIOI E-8 and Tensile Test as
<br />per QC Metalurrilcal Report No. IGKM-1348, distill Decom"r 1, 2010 signed
<br />and "ated by Jerry Jaciotano, P.E. as per ASTM E-8.
<br />2�3-STR- -9".L-RAL-FN.WNS.RRIWCA.J-S-UAAUDB%
<br />On 24 Gage Galvanized Stile; Storm Pal for maximum panel length vs. design
<br />wind load, as Well as maximum anchor "ring vs. donign wind toad and panel
<br />length based on rattanall ,and cornicalrotivis analysis, and in accordance with
<br />section 14304 of the Florida ButildInt
<br />.1 Code, Calcubitions prepared by Tdtl
<br />Inc., dated 12118110 and 08/2713 (for this revision), Irgl and sealed by Walter
<br />A- Tilift, J,-, P Ei
<br />3�MSSILF IMPACT-UWTANCE:
<br />Large missile Impact under section iWil of the Fiall Buil,dirg Code, as per
<br />SSTD 12-99 Standard and TAS 201 �
<br />4,W- "D-0-AD$�0WEAN-C-E.
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indiosted on sheets 3, 9, 10� 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E,D,',. drawing No. 20-175
<br />Maximum Anchor Spacing shall be as Indicated on shestil 9110,11,13 thru 16
<br />and 1 8 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175�
<br />24 Gage Galvanized Steal Storm Panel has been veriffed for code compliance to
<br />work as a nori-pol siorm shi,itter Easel as per SSTD 12-199, Standard,
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<br />Installation shall be performed strictly irk accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 16, of Product Evaluation Docurnent(P.E.D.),
<br />,drawing No. 20-175, Minimum separation to glass shall be as indicated on
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<br />sheets 3, 6, 113� I 4, 1 5, 1 6 and I 8 of I 8, of Product Evaluation Document
<br />(P.E.D,), drawing No. 20-175�
<br />6. M-ATERIAL--CHARACTER(SMCSAND-APEMFJCATIO-NS-
<br />Shag be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-171L.
<br />Anchor specifications shak ",as Indicated on sheet I of 1 E, of Product
<br />Evaluation Docurnent (P.E,D,), drawl" No. 20-175.
<br />T-LIWITABONS AND CONDMQNS OF Il
<br />7.1 � Shall be strictly in oarripliarFoe with General Notes No. 1 � 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (Ill drawing No. 20-175
<br />Prepated by Tiltel Inc. and signed and seated by Walter A. Tlillt Jr,, RE,
<br />�
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 16202 of the Florida Budding Code
<br />7.3. Product shall only be Instated into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Reloeft prepared by, Walter A. TIRIt, Jr., P.E, (Florida License
<br />No, 44167), president of TIfteco, Ill florida CA-WO6719).
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<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS .
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