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<br />TILLIT TESTING A ENGINEERING COMPANY
<br />WAT-TRA- 11-LLIT. fk� FIE. ________._________ - ____ __
<br />. "itCCnCgaAiLC(,AM
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<br />PROD CT EVALU MAMORU
<br />REPORT INO.: 20-0720.01
<br />DATE: Jdy 28, 2a20
<br />PRODUCT CATEGOIRY: Shutt=
<br />PRODUCT SUB-CATFOORY- StIorm Pariells
<br />PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: QN*RLPYottcuon]Nmdutb UX1.
<br />4W SX, 61 Street
<br />Davis, FlordA33314
<br />1. PURPOSE OF-EVALUA
<br />:TfON:
<br />This is a Product Evaluation Report issued by Wafter A- T]Mt Jr., PJE. (System
<br />ID # 190,13) to the Global Protection Products, LLC, RuIsr Chapter No.
<br />61 G20 -3, Method 1 D of the Florida Deps rit men t of Bust n ilas and
<br />ProllesslonaLl R&WAsition.
<br />TWS Product is 5" Issued an Evaluation Report as described herein, and hists
<br />been verified i6r ciompliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that Ittle product Is for the purpose intended
<br />at least equivalent to M9 required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code cliange dug may ~ fts limitations and condrdons,
<br />LEWDEN-U-181-UNN1131W.
<br />2,11,PRO 197-9YALWATIONDOCUMENT(R.L"-
<br />Drawing No. 20-176, fted "20 GAGE GALVANIZED STEEL STORM PANEVI,
<br />sheets I thru 26 of 26 prepared by Tifteco, Inc.; signed and Sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral part %j,jP,Is
<br />Evaluation Report. 40,%1 0j'!.,i&
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<br />PAOMIZI-D'ALUATIOL'S REPORTINCE. 10HIEZZ&AI 2
<br />22-M-T REPORT$ �
<br />Large missile ;Macl add iatigue load tests "To perforritred under Prolocatly, 71 AS
<br />201 i 203 as per section 1626 of the Florida Building Code, iniform static loads
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing, inCL, Reports 9 96-569 dated 081C9111946, 1*(570 dated 091181199e,
<br />Oq6-T30 dated OgY2011996, all three signedand sealed by Hector rit Molina.
<br />RE., Faiiestration TAssfiN Laboratory, Inc. reports # 21032 d,aed 0411611998 and
<br /># 2126 dated 10/0511996 witnessad by Gilbert Diarnotid, F-E and Report No
<br />0219.01-09, dated March 4, 2009, signed and Sea�eid by Edmundo Largaespada,
<br />P E. and Henry Hattem, P.E.
<br />Tensile test report No. 9r-M- 197 by OC Maiallurgical, jnc�i datea March I 3, 2(9)9�
<br />signed and Sealed by Frank Grate, RE
<br />2,1,
<br />� -$TRJCTURAL ENGINEMF49��QULAT10W$,,
<br />On 20 Gage Galvanized Steel Storm P&nI to, maximum panel langth vs. design
<br />witnd bad, as well as maximum anchor spacing vs design wind toad and panel
<br />length based on raVonal and comparative analysis, and r accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Iry_
<br />dated I IEOVOS and 03/12JI5. signed and sealed by Walter A. Tillit, Jr-, P E
<br />"BLEMAMESISTANCE.
<br />Large missile intipact Strider section 16205 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4, NND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has beat) verified to sustair wind
<br />pressures. Maxirnum panel length shall beas indicated on sheele & 10, ld. 15.
<br />16, 19, 25 and 26 at 26 of Product Evaluation Document (P E-D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10t I 1,
<br />14. 1,5i 17, 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P-E�Dlr
<br />r
<br />drawing No- 20-176,
<br />5, INST-ALL.-ADO-N!
<br />Installation shall be performed strictly in accordance khiih cetails indicated on
<br />sheets 3 thru 7, 10 th,ru 20, 23, 24 and 26 of 26, of Product Evaluation Document,
<br />(P.E.D.), drawing No. 20-176, Minimurn sieparalion to glass shall be as
<br />Indicated on sheets 8, 14, "I 6, 25 and 26 of 26, of Prodact Evaluation Document
<br />�P. E-D.), drawing No. 2D-1 76.
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<br />1101aZIU21 I . I
<br />0-MA—TERIAL r.,WARACIM3TICS AND $P`EQf&A1UQK%-
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />Sheol 1, 2 and 22 of 26, of Prochict Evaluation Document (P E-D ). drawing
<br />No.20-176. Anchor specifications shall N as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E,D.). drawing No. 20-176,
<br />millitilF�l,tilsdzk 21A!
<br />W. -1 00 1111 DU MLIKA
<br />7- 1. Shall be strictly in compliance with Genervil Notes No. 1, 8 lhru 14, indicated
<br />an sheet I of 26, as well as General Notes # 1 thrit 4 and 1 1 thru 16, indicated
<br />an sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No- 2NI 76
<br />prepared by'niteco, too, and signed and sealed by Walter A Tillit, Jr., F.E.
<br />7,2. Product may Do installed witbin HIGH VELOCITY HURRICANE ZONES as
<br />cleftned on secton 1620 2 of Via Florida Building Code
<br />7.3 Product shall only be installed Into poured concrete. Concrete block, and
<br />wood frarne structures.
<br />Product Evaluation Report prepared by Walter A. TiJFd, Jr_ P,E. (Florida License
<br />No 44167), President of Tilteco, Inc. (Flic,rida CA-0006719).
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<br />LL, TILTECO Al-MON RE CORDS T FL E I REPORT 2C % GLORAL PRO ( ECTK)N P R A)DUCTS a LUC) 20 GAGE
<br />G4 VAArZt-0 iLTELL 5-CARY PANFLT OFEWC 4 �11,1, 76 � REPCHET 9 20-0728,01
<br />Vr__________1
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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />__ - ____ ---.--------. _. ___ __ ______________
<br />W��AtLTFY �V TIL.._rF I-Z_. PIE
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<br />PRODUCT ENALVA_T10N,,RETQRLF' �,- - N -41:�
<br />-1-A I IVNI - _-4A,5,`ti9
<br />REPORT NO.: 2"727.02
<br />DATE: July 27i 202�
<br />PRODUCT CATEGORY: St'i,ufters
<br />PRODUCT SUB -CATEGORY,- Storm Panels
<br />PRODUCT NAME� 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Q10PIPrattetilov-Produroft. LLG
<br />4800 S.W. 51 Street
<br />Davie, Florida = 1 4
<br />1. 1PL1lFR_"JE_QF__EYALUA1IQN.
<br />This IS a Product Evaluation Report Issued by Walter A. Tillit Jr., P.E. (System
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61620-3, Method ID of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being issued art 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 Aterify 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 or
<br />a Building Code change that may affbc,l Rs limitations and coridlitiorts
<br />2,-E-VIMNCE SUBMITTED:
<br />2A. -1PRO_QUPj IEVA_LUAI1ATKM_WCUMENT (P�E.D.).
<br />Drawing No. 20-175, thled *24 GAGE GALVANIZED STEEL STORM PANEU,
<br />sheets I thru 18 of 18 prepared by Titteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P_E,� dated 07127/2020. This drawing is an inteR,�,*r!�MQ,,Is
<br />Evaluation Report. � ll
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<br />COMPONENT�5,_FQR _R�QLILAR & LIFE SAFETY STORM -.-PAN .0
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<br />I Xu C;AGt GALVANUED STEEL STORM PANEL i _,�: ,
<br />- - ___ --------- — __ -, _ ----. _ .. —_ -1 It_
<br />. I --- - -- _. I - ...... I LLC, r uen, r-z-.
<br />I - I — AGLDBAL PROTECTMN PRODUCTS, �
<br />IL ECOunc � �__ - -
<br />� W11 S� �11I YVk[T I
<br />.. Vrv,I AT rtia-wtiI63w� r6WL&T, ,"NE, 11, It:11. ! 20-116
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<br />"WMQLXkAL1AnQN REWRT NO, 7AW2 2
<br />2.2-TEWREMMM
<br />Large missile impact lead tests were perforrined under SSTO 12-99 standard as
<br />per section 11609.1,2of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTIM E-330. Test reports prepared byAmeftan Testing
<br />Lab of SoL94- Florida, Report* 0814,01-01 dated 03111102 witnessed by William
<br />R. Maliner, P,E , Soriz Moro7, P,E. and Henry Hattem, P.E. and Report No.
<br />02119�01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattern, P.E, Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />BulldIng Code. Test Report prepared by Amencen Testing Lab of South Florida,
<br />Report No. 11 23.01-10, dated November 23. 2010, signed and sealed by Julio E.
<br />Gonzalez P.E.
<br />Tensile test report No. SCM-198 by QC MetallurgicaL Inc., dated March 13,2000,
<br />sgred and sealed by Frank Grate, P E, as per ASTM F_-8 and 1'ensile Test as
<br />per OC Metallurgi"I Report No. I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclufano, P.E. as per ASTM E-B.
<br />2.3-SMUOMAL ENGINEERING CAl.CW.ATXM
<br />Cin 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, arid in accordance with
<br />section 1604 of the Florida Building Code. CalWations prepared by THteco,
<br />Inc, dated 1211V10 and OM7/13 (farthils revision), signed and sealed by Walter
<br />AL Tillit, Jr., P.E.
<br />Z,hIMILE MIMPACT-REWTAME:
<br />Large missile impact under section 1 SOB, 1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4,_fflND_ LO .
<br />24 Gage Galvanized Steel Storm Panel has been verlfieo to sustain wind
<br />pressures. Maximum panel length shall beasindicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawinig No. 20-17&
<br />Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Painel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard,
<br />X,k-.,%% MU I 11 I N ft,
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<br />Installation shall be performed strictly inaccordance with details indicated on
<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, 16. 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D,), draming No. 20-175.
<br />0. MATERIAL CHARACTERLUICZANI) JPjECtFACATL0NS;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (PE.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as indicated an sheet 11 of 18, of Product
<br />Evaluation Document (P, E.D.), drawing No. 201-1175-
<br />L.LIMEUM"11410TAMM"N -Of -USE.
<br />71 � Shall be strictly in cornplience with General Notes No. 1, 8 thru 14, IndliMed
<br />on sheet 1 of IS of Product Evaluation Document (PE.D.). drawing No. 20-175
<br />preparpA by TiNeco. Inic. and signed and sealed by Walter A. Tillit. Jr. P-E�
<br />7.2. Product shall not be installod within HIGH VELOCITY HURRICANE ZONES
<br />as defined 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 structures,
<br />Product Evaluation Report prepared by Walter A, THIft, Jr.. P.E. (Florida License
<br />No. 441 157), Presidenit of Titteco. Inc. (Florida CA-000671 9).
<br />VAnLL
<br />D'� TIL rrCO ADMON RECORDS 4 P L. REPCRT�20 �
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