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<br />TILLIT TESTING Sk ENGINEERING (COMPANY
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<br />WAT TRR A TTLT-IT, JR., P.E.
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<br />PROD U CT_ FWALUATION. REPQRT
<br />REPORT NO.: 20-0728.01
<br />DATE: hIly 28.2020
<br />PRODUCT CATEGORY: Shutters
<br />Itters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />rRDOUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Prodl I.I.C.
<br />4800 SNI 51 Street
<br />Davie, Flordal
<br />1, PUR1 QSEOF_FYA1,UAT1ON:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />10 # 1 90C) to the Global Protection Products, LLC, Rulle, Chapter No.
<br />6 I G 201-3, Method 11 D of the Florida Department of Bu a I n asis and
<br />Professional' Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for wrtiriliance 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 rodo
<br />Th* Product Evaluation Report shall bd SLIbitnIO to reV0,11I and IeVision In case 01
<br />a Building Code clilani that may all Its limitations and conditions
<br />IfYWEN.U-NOMITTED:
<br />Zt-PRIDIDUCT EVALUATION DOCUMENT (P,EJDJ;
<br />Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />shoats I thru 26 of 26 prepared, by Tifteco, Inc.; signed and Sealed by Wafter' A.
<br />TMit, Jr., P.E,; dated 0712812020. This drawing Is an integral part,qtl
<br />Evaluation Report, pl kill
<br />,,N, ojrciR A. 7/47ll ,
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<br />*$*1 Vmcitl III
<br />— - ___ I '_ No. 44167
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pi (305) 871-1530 - .!fMAI.-�l
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<br />2.2. TEST REPORTS.
<br />Large missile Impact and fatigue load lelsts were performed under Protocols TAS
<br />201. 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # W660 dated 08109i1996, #915-570 dated 0911811996,
<br />#96-T30 dated 09/2011996. all three signed and scaled by Hoctor M. Medina,
<br />P.L., Fenestration Testing Laboratory, Inc. reports 0 2032 dated 0411611998 and
<br /># 2126 dated 1010511998 witnessed by Gilbert Diamond. P.E. and Report No
<br />0219 01-0, dated March 4, 2009, signed and sealed by Edmundo Largatispaida,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and soalod by Frank Grate, P.E
<br />2,�, STRUCTURAL ENGINF-f-RIll QALC_VLAnONl5-
<br />Cin 20 Gage Galvanized Steel Storm Fl for maximum partat length vs. design
<br />wind lof,il. ar, vill as maximum anchor spacing vs. design wind load and panel
<br />length hall on rational and comparative analysis, and fn accordance with
<br />section 1616 at the Florida Building Code. Calculations prepared by TrItel Inc,.
<br />dated 11/Cl and =12115, signed and sealed by Walter A. Tillit, Jr.. P E
<br />3. M.1.$$1LE.fflPAQT_REW.TAI4QE;
<br />Large missile Impact under section 1626 of lite. Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WND LOADS RESISTANCE:
<br />20 Gage Galvanized stftoi Sicivin Panel has been verified to sustain wind
<br />pressunils, Maximum panel leril shall be as Indicatodon sheets 8, 10, 14, 15,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P E.D.), drawing No.
<br />20-176. Maximum Anchci Spacing Shall be as indicated on sheets 8, 9, 10, 1 1
<br />14. 15.17, 18, 19, 20 25 and 26 of 26, of Product Evaluation 0mrritent (P.E.D.),
<br />drawing No. 20-176.
<br />5, - M TA LL ATA D'
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sh
<br />eets 3 thru 7, 10 them 20, 23. 24 ant; 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Miniml separation to glass shall be as
<br />Indicated on sheets 8, 14,16.26 and 26 of 26. of Product Evaluation Document
<br />(P. E. D.), drawling No. 20-1 76.
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<br />. ... __ - ftARAC
<br />Shal be strIctly In alcoordar)(AT trolly 3aneral Notes and Componeirds indicated on
<br />shec It 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.2R 176. Anchor W.cifications shall ho AS indIcAled on shel 1, 7 anti 21 of
<br />26, I. 1 Product Evaluation Document (RED.), drawing No. 20-176.
<br />7. LIM.I.TATLQN-$,.AND-C-QNDITIONO.O.F USE-:
<br />7 1, All I)e strictly in f,oniplia)ce with Gfirisral Notes No. 1, 8 Ihru 14, indicated
<br />on s!tpel I of 26, ns, w0l as General Notes # I thru 4 and 11 thou 16, indicated
<br />on sl,,3e( 21 of 26 of Product Evaluation Document (P,E.D.),,draw1ng No. 20-176
<br />prep ired by Tilteco, Inc. and signed and seated by Waiter A Tillit. Jr, F.E,
<br />7.2. -Iroduct may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />dell on section 1620.2 of Me Florida Building Code
<br />7.3, "roduct shall only be installed Into poured concrete, concrete block, and
<br />wool frame structures
<br />Prod ict Evaluation Report prepared by Walter A. Tillil, Jr,, P.E. (Florida License
<br />No 44167), President of Tilteco, Inc. (Florida CA-0006719).
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<br />GNILVANUID STEEL STORM PAII ORW3*24N, 78 T, RE-ORT 120-072&01
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<br />TILLIT' TESTING & ENGINEERING COMPANY
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<br />PRODUCUENIALVAI 1QN ALPORT . tech,
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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: 019,00i Protection PMdVCt5, LLC
<br />4800 S.W. 51 strete-1
<br />Davie, Florida 33:114
<br />1. P"_0SE_OF EVALUVAMN,
<br />This Ise Product Eyaluation Report issued by Walter Art Tillit, Jr., P.E, (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method ID of the Florida Department of Business and
<br />Professional Regulation
<br />This product Is being Issued an Evaluallon Report as described herein, and her.,
<br />been verified for compliance in accordance with the, 2020 Seventh Edition of the
<br />Florida Building Code, and to Yerify that the product, is for the PUrpo SO intended
<br />M 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 alleirl Its limitalions and conditions
<br />2_EM1_Qr;NC"AflB_MKT_F.R;
<br />2.11, PRODUCT 17VALUATION DOCUMENT lP,E.D.;:
<br />Drawing No. 20-175. filled 1.24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
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<br />Largy, missile impair .otio tolits, A,erR performed under SSTO 12.94 Standard azi
<br />per section 1609.1„ - Of lhc! FloridaBuilding Code, Uniform static ill as per
<br />Section 1709.8.3, pl I A STfA E-,00 T*4,,,t reports prepared by American Testing
<br />Lab of South %d&, Report # 0814.0'-01 dated 0311 1I`02 wKnossed by William
<br />R. Mahner- P.E , Boriz Moroz, P.E, and Henry Hattem, P.E. all Repo" No.
<br />0210 01 -09, dated February 26, 2009, signed and sealed by E dirr,undc,
<br />Largiespaca, P.E. and Henry Hattem, P.E Large missile impgri and r,ycll(,
<br />loadings per Prottot ols TAS 201 & 203 as per section 16014. 1 .2 of the Florida
<br />Building Code- Test Roprirf prr-j-,nred hv Amencan Testing Lab of South Florida.
<br />Report No. 111123.01 - dolcd Nc, rIteir 23, 2010. signed and Sealed by JU30 E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC Metallurgical. Inc. dated March 13. 200'),
<br />Signed and sealed by Frank Grate. Pl as per ASTM 6-8 anti 1 enalle Test as
<br />per OIC Melollurgir,ii! Report No, I OKM-1318, dated December 1, 2010 signed
<br />and Sealed by Jarry,htuiofano. P.E. as per ASTNI E-8.
<br />W.-STRUM-RAM, ENGINEERING CALCULATIONS;
<br />On 24 Gar Galvanii-rA Sill .'.�lnirn Panel lur ml,kxiMurn panel ternott I vs design
<br />wind load, as well a,moximismarwhor r,pacing vs. cicsign wind- In.ad
<br />ad and panel
<br />length based on rational and comparative analysis, all in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tlltee)o,
<br />Inc., dated 121118i10 and 0812711$ (for this revision), signed and "�ntrld by W.,111cl,
<br />A- Tillit, Jr., P.E.
<br />3-MIS-S&EIMPACT RESISTANCE:
<br />Large missile Impact under Section 1609.1,2 of the Flonda Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4, "ND LOAQ$ R
<br />__ - _W$TANM
<br />24 Gage Galvanized Steel Storm Panel hat,, been vettfl(1d trd t;ustatj voind
<br />pressures: Maximum panel lang(hshell be as Indicated onsheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Eva4iation Document (F.E,C.), drawin,l No. 20-175.
<br />Maximum Anchor Spacing shag be AS indn;ated on sheets 5, 9 10, 11, 11 thro 16
<br />, I rid 16 u I 10,, if Piuduct Evaluation Document (P.E.D.), drawing No. 20. 1 75.
<br />24 Gage Galvanizes' Steel Storm Panel has bewivedfied fur code cL)rn;)isdtNl to
<br />work as a rion-pulrous, storm shuftair assembly, as per SSTD 12-99 Standard.
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<br />Shall be Strictly III, ai.xiordani with Qeneral Not" arid Components Indicalao, on
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<br />20-175
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<br />7, LJN1TATJ0N.%.A ._N_Q_QQNPM0NS QF USE:
<br />7.1. Shall be strictly in compliance' with General (dotes No 1, 6 t IT I t u 14, Ind cated
<br />on sheel I of 18 of Prodtict Evaluation Document (F1 E D.). drawing No. 20-175
<br />prepared by TiReco. Inc. and signel arvA sealed by Waller A. I illit, Jr P F.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida SuMing Code
<br />7.3. Product shall only be instalit,.(j Ill poured concrate, concrete block, and
<br />wood fame struclurl-or,
<br />Prodil(t Evaluation Report prepared by Waller A. Tffltt, Jr.. P.E. (Florida License
<br />No 44W7), President of Tilteco. Inc. (Florida CA4=671191.
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