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<br />PRODUCTEVALUATION ItFPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: Jui, 28. 2020
<br />PRODUCT CATEGORY: S111,11ters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global ProtectloAprCiducts LLC,
<br />48W S.W. 51 Street
<br />Davie, Florda33314
<br />1, PURPOSE OF EVALUATION:
<br />This Is a Product Evaluation Report Issued by Walter A. Tillit, J; - P F. f3ystern
<br />ID # 1906) to the Global Protection Products, LLC Rule Chapte, No
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation.
<br />Thisproduct 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 8uiiding Code, and 10 verify that the product is for the purpose intended
<br />at toast equivalent to that mquired by the Code.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Fluilring Code ofatipe that may affect Its limitations and conditions
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<br />2-.-EVIDENC 'ESUNARTED:
<br />21. PRODUCT9MLUATION DOCUMENT (P.E.D.):
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />she
<br />ets I thru 26 o,'26 prepared by Tilteco, Inc.: signed and seated by Walter A.
<br />Tillit. Jr., P.E.: dated 071280 12020. This drawing Is an integral part oi; 1pis
<br />Evaluation Report. ,,Ili A I 0""'i,
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<br />21. TEST REPORTS:
<br />Large mis,sile:mpacl and fatigue load tests were performed Linder Protocols TAS
<br />201,203 as per section 1626,1fthe Florida Building Code. UnTforil -static load,-,
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing, Irv, , Reports .4 96-569 dated 08I0-9/1 99b, #%-570 dated 09118119913.
<br />496-T30 dated 0912WI996, all three signed and sealed by Hector M Metclifla,
<br />P.E-, Fenestration Testing Laboratory. Inc, reports # 2032 dated 04.1611996 and
<br />$t2l26dated lCj/05,11998witnes--C-dliyGilbert Diamond, P.E and Report Nil
<br />0219.01-09, dated March 4. 2009, signed and seated by EcInnundo Lairgaespada.
<br />P.E. and Henry Hatlem, P.E.
<br />Tensile test. rWjon No. 9CM-1197 oy OIC Metallurgical. Inc., dated March 13, 2009,
<br />signed anc scaled by Frank Grate P-E.
<br />2l3.__$TRUCTURAL ENGINE_kR1N5&,IilLLl�f.ILAT1QN.61
<br />On 20 Gage Gahtpriized Steel Stonr Panel for maximitm 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 ir. accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tll-eCor 'M-
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<br />dated I V03/08 and 03PZ/15. signed And sealed by Walter A. Tillit, Jr., P E
<br />3_M=LF._1MPACT RESISTANCE.
<br />Large missile impact under section I 6213 of file Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. MIND LOADS RESISIANCL-
<br />20 Gage Galvanized Steel Storin Panel has been verified to sustair wind
<br />pressures. Maximum panel lerictin shall be as indicatod on sheets 8° 10, 14, 15
<br />16, 19. 25 and 26 of 26 of Product Evaluation Document IF F.D.), drawing No.
<br />20.176 Maximum Anchor Spadnig shall be, as indicated on sheets 8, 9, 10, I 1,
<br />14, 15, 17, 16. 19. 20 25 and 26 of 26. of Product Evaluation Clocument PP,E. D.i,
<br />drawing No. 20.17C
<br />S. INSTALLATLON,
<br />Installation shall be performed %IncVy in accordance with details indicated on
<br />sheets 3 thru 7, If) thru 21), 23. 24 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass snall be as
<br />indicated on sheets 8. 14, 16 25 and 26 of 26 of Product Evaluation Document
<br />(P.E.D ). drawing No. 20-176,
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<br />CMA . TEFZIAL,CHARACTERJ$TICS AND SPECIFICATION[S:
<br />Shall be strictly in acc:ordaricc will-, General Notes and Componems indicated on
<br />sheet 1, 2 and 22 of 26, of Producl. Evaluation Document (P E D.), drawing
<br />No.20-176. Anchor specifications shall be as Indinaled on sheets 1, 7 and 'It of
<br />25, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />7. LIMITATIONS AND -CONDITIONS OF USE;
<br />7 1, Shi711 be strictly in compliance with General Notes No 1. 8 thru 14. indicated
<br />an sheet I ol 26. as well as General Notes # 1 this 4 and 11 this 16, incitc-awl
<br />on sheet 21 of 26 of Product Evaluation Document (P E 0 ), drawing No. 20-176
<br />prepared by Tilieco, Inc and signetel and sealed by Walter A Tillit, Jr,, P.E.
<br />T2. Product may be instailed within HIGH VELOCITY HURRICANE ZONES as
<br />detined on se0c,n 1620.2 of the Fior,da Building Code
<br />7 3 Product shall only be Installed into pc;ured (;Dncrele, concrete block, and
<br />wood frame ,structures
<br />Product Evaluation Report prepared by Walter A. Tillit. Jr., P.E. (Honda License
<br />114G 44167), President of Tilteco. Inc. (Florida CA-0006719).
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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: G1 ". ProtectlIpp Products, LLC
<br />4600 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUAT]ION',
<br />Thij isa Product Evaluation Rep,,rl issued by Walter A, Tillit, Jr., P.E. ;System
<br />10 It I K6) to the Global Protection Products, LLC. Rule Chaplet No.
<br />61 G29-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation
<br />This product is being issued an Eva!uaiion Report as deschLed herein. and has
<br />been verified for compliance in accordance with the 2C20 Seventh Edition of the
<br />Holds Building Code, and to verify that the product is for the purpose intended
<br />At lean equivalent to that required by the Code.
<br />This PlodQCI ETlr@IU&J*n Rel.xtrl shall be subject to review and revision in case of
<br />- ,I Building Lode change that niay Affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT CP.E,D-;:
<br />Drawing No. 20-175- titled "24 GAGE GALVANIZED STEEL STORM PANEL`.
<br />-)eels 1 th(U 18 of 18 prepared by Tilteco, Inc., signed and sealed by 't"Valter A.
<br />Tillit. Jr , P.E : dated 07/27/2020. This drawing is an
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<br />2.2. TEST REFQRT$�
<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609-1,2 of the Flonda Building Code. Uniform static leads as per
<br />Section 1709-6.3, per ASTM E-330 Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 0311 11(32 witnessed by William
<br />R. Mehoer, P.E., Soriz Moroz. P.E, and Henry Hattem. P.E. anc Report No.
<br />0219 01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaospada, P.E. and Henry Hattern, P.E Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section '609.1.2 of the Florida
<br />Building Code. Test Reporl prepared by Amercan Testing Lab of South Florida,
<br />Report No. 1123,01-10. dated November 23, 2010. signed and sealed by Julio E.
<br />Gonzalez. P E.
<br />Tensile test report No 9CM-198 by CC Metallurgical, Inc. dated March 13, 2009,
<br />signed and - aled by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per OC MolWlurgical Report No, I QKM-I 318, dated December 1 2010 signed
<br />and sealed by Jerry Jacfano, P.E. as per ASTM 11.8,
<br />2.3, STRUCTURAL ENGfNEERING CALCULATIONS
<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 wird load and panel
<br />length based on raticnai and comparative analysis. and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteoo,
<br />Inc., dated 12118110 and 08.12713 (for this revision) signed and sealed by Walter
<br />A. TIIII1, Jr., P.E.
<br />I.-MISSLE IMPACT RF-SISTANCE:
<br />Large airssile impact under section 1 '309, 1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND -LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Final has been verificqj !,I ::Usl,aln wind
<br />pressures. Maximum panel length shall be as Indicated on shouts 3. 9, 1 il 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E 0.), drawing No. 20.175
<br />Maximum Anchor Spacing shall be, as indicated on sheets 5, 9. 10, 111 13 thru 1(3
<br />and 18 or 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a ncn -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />Installation shall be performed strictly in accordance with details indicated or,
<br />-sheets 3 thru 8, 12 thru 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. 14, 15. 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.O.) drawing No. 20-175.
<br />6. MATERIAL CHARACT ., _ERISTIC.S AND SPECIFICATIONS;
<br />Shall be strictly w accordance with General Notes and Components inaicatec on
<br />shoet'l 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 18. at Product,
<br />Ewdlutjtion Document (P.E D.), drawing No. 20-175.
<br />7. LINFIATiONS AMID WNDI-FIONS OF USE:
<br />7.1 Shall be strictly in compliance with General Nuts No. 1. 8 thru 14, indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P E DJ, drawing No. 20-175
<br />prepared by Tifteco. Inc. and signed and sealed by Walter A. Tillit, Jr, P E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined cn 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 structures
<br />Product Evaluation Report prepared by Waller A T11111. Jr.. P E (Florida License
<br />too. 441167), President of Tifteco. Inc (Florida CA-0008719)
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