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<br />PRODUCT RVALUXtill RE 010' 1111 10,0�14-01 2
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<br />TILLIT TESTING A ENGINEERING CC I
<br />TEST REPORTS.
<br />22- .
<br />Q. MATERIAL CHARA9TERISTICS AND SPECIFICATIONS:
<br />___ -
<br />wAm�RA rrt.fiT,m.,�i' - ttitcVI(eaul.com
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />-
<br />..PL. I.- 1. ,V7I
<br />201. 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />,, I A L.11.11.1, N-711
<br />ar. per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-669 dated OB/Cg/1996, #96-570 dated 09/18/1996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />PRODUCT RFEPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />-EVALUATION
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and
<br /># 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No,
<br />7. LIMITATIONS AND CONDITIOINS..Of USE-
<br />REPORT NO.: 20-0720.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: Ju)y 28, 2020
<br />Tensile test report No. 9CM-197 by CC Metallurgical, Inc., dated March 13, 20W,
<br />an sheet 1 of 26, as well as General Notes # 1 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 />PRODUCT CATEGOIRY- Shutters
<br />signed and sealed by Frank Grate. P.E.
<br />prepared by T11teldo, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY- Stornit Panels
<br />2,1 STRUCTURAL ENGINEERING CA GMLATIONS.
<br />-
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />deflned on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maxinium anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Qk" ProtagoftproAuds-ux.
<br />length based on rational and comparative analysis, ana in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />7.3. Product shal I only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />4800 S.W. 61 Street
<br />dated 11103/08 and 03tl 2/15, signed and sealed by Walter A. Tillit, Jr., P E.
<br />Davie, Florda,33314
<br />1. PURPOSE OF EYALUATION:
<br />3. MISSILE IMPACT RESIS-TANCE;
<br />Product Evaluation Report prepared by Walter A. Tillil. Jr_ P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Wafter A. Tillit, Jr., P.E. (System
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />",%okillifighl",
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />4. MIND LOADS RESISTANCE4
<br />ol' N T14� ',to*,
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<br />Professional Regulation.
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<br />f��.' \�C, ,N
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<br />This product is being issued an Evaluation Report as described heroin, and has
<br />pressures. Maximumpanel length shall be as Indicated on sheets 8,10,14,15.
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />1. 1 ; . -
<br />'. - ' ,-� lio 4 1 7 .. B
<br />4�- ----S=- �_.
<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 />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
<br />I 1*1 _', .1 * 2
<br />� ; =
<br />_-, .ty - ;IZ. I .1
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<br />`�,jk,<.,
<br />at least equivalent to that required by the Code.
<br />14,15,17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />,,�F�, F
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<br />drawing No. 20-176.
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<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />1. NA-,l*'
<br />,
<br />,
<br />a So idling Code change that may affect Its limitations and conditions
<br />5. INSTALLATI N:
<br />Ill likillik
<br />Installation shall be performed strictly in accordance with details indicated on
<br />'L
<br />1. E3flDENQE_6M8M1TM-
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Docurneritt
<br />VVATLL
<br />D � TILTECO ADMON RECORDS � P. E. REPORT.20 k GLOBAL PROTECTION PRODUCTS. LLC I, 20 GAQE
<br />2.1IA_l?fi=.VQTY_-VALUATlONI DOCUMENT (P.E.D.I*
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />GAL VANCZED STEEL STORM PANELT, DRVVG 4 20.1 76 � REPORT 0 20�0728.01
<br />-
<br />Drawing No. 20-176, titled "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 ol 26 prepared by Tifteco, Inc.; signed and sealed by Walter A.
<br />(P. E. D.), drawing No. 20-176.
<br />Tillit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part R,J,lp,ls
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<br />",%wilitIlIffif",
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<br />rENFRAL NOTES: 8 T) IN f,ASC t- PPLIAlI' ST-t. (14 FIRCAST L.W�NEIE INSFIS 571.�Cll IR AMD to'lVit'S Elf OV-L- '.IN -�L
<br />110111,01M = 1MQE_ Zxt�Ttlto WAI ANLKIW� S-1 fit Lr*G ITTINiTIG-4 UO RfAFF, Ili MAN �'Ehll TOW REFINE '�,�rl, PAN,TLs
<br />I VooM PANEL '.H� ON THIS PRODUCT fWI)A�1A DOC.O.Ithl HIED � S j)CE. �V.,Ittj 10F. I-C)MPI N ANC .oR"" &-L L Elf A 5 ME Nno,l(D IN 14 1 ) W, If, F; ? T
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<br />DESICN WIND LOADS 5kWL Ek DEU�NIWD AS PEA ttFCT1ON k6l(,or THE AUUW NILNITJONLA) UVOIT.
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<br />WiNO VIED &� REWIRED al nit �UMSNCRO?4 MITRE INESt SN�TTEEW, WKI K N�TALACO ANO ,_ o PA EUVII FEMAT_F It, Allo, lmlt_�11 11,1S ANC."IT-1 .s MVI.(i,N§41 W, IF- �,W;TRI'Cn-.t. fI
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<br />IN or,"m to vrf- nit Ao:,,it CONDITION V( INLAO, EX!SFGN NWO I CAO� VrTrR%NNEE, PER A3CL 1 - :6 � - ; MINIVIOM t.-CADEL) iILNLINAIIQ� WO W"� �1# TAPMt, ANCHOW, bHALi KW 1 1/9' ANC 2' FOR GCO rANUJIM11 �'L
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<br />WALTERA. TILLIr, JFL, P.E.
<br />REPORT NO.:
<br />DATE:
<br />/ -
<br />/ I I L I EEO irsq\c -
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />__
<br />Mrf VIDIMMY10-11114MV III LIX 1111-0 DI 10) R 1
<br />PRODUCT CATEGORY:
<br />20-OT27.02
<br />July 27, 2020
<br />Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global M1QV11MPrQdUdz..LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
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<br />1. PURP SE OF EVALUATIONO
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., PIE. (System
<br />ID # 1906) to the Global Protection Products, LLC, 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 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 />2-EYMENCE SUBMITTEDN
<br />L12PRQU - - EVALUATION DOrAMENTAPSEaD-S),
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 1 8 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inte%*r. ",,'44,ill
<br />Evaluation Report. 'p, ,�� _: ... Z/,,-1",,.
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<br />6155 N.W 36th Street, Suite 305, Miami. Florida 33166 - Phone: (305) 871 - . e� b .. ,> -1531
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<br />22. TEST REPORTS.
<br />Large missile Impact foad tests were performed under SSTD 12-09 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814-01-01 dated 03/11/02 witnessed by William
<br />R. Mehner, P,E., Boriz Moroz, P,E, and Henry Hattem, P.E. and Report No.
<br />0219.01-09. dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. OCM-198 by CC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKM-1 31 8, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. 3-TRUCMAL EKOINEERI III
<br />�L&ULATJONS
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />I nc., dated 12/1 8110 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tllln, Jr., P.E,
<br />I MISSILE IMPAICT-RESISTANCE:
<br />Large missile Impact under section 1609.1 �2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4-MD-LOADS-RESISTANC E n
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated 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 sheets 5, 9,10,11,13 thrul 16
<br />and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />drawing No. 20-175. Minimum separation to glass h 11 b - I indicated on ir_
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<br />7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as (Jefined an 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 struc(ures.
<br />Product Evaluation Report prepared by Walter A. rdlit, Jr., P.E. (Florida License
<br />No. 44167), President of Tlfteoo, Inc. (Florida CA-000671 9).
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