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<br />PRODU-rT ., _EVALUATjQN_KEpgRT
<br />REPORT NO.: 20-0720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: shutters
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC,
<br />4800 S.1N. FYI Site,-:
<br />Davie, %rW3314
<br />I-PURPOSEOF EVALUATION:
<br />This is a Product Evaluation R,-.port issued by Walter A. Tillit, Jr., P.E. (`G -,t,,, ,,
<br />ID # 1900) lu the Global Protection Products, LLC Rule Chapter No.
<br />6 I G20-3, Method I 0 of the Florida Department of Business and
<br />Professional Regulation.
<br />This PF(ALCI Is TmiN Issued an Lvaltiation Report as described her6n, and has
<br />,
<br />tmen verified for oximpikince in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and In 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 />-1 Flu MIN Cod" change that may affect its limitations and condition's
<br />Z-FYOWNCE WIM17TED:
<br />" PROP�VgT E"LUATION DOCUMENT (R&D j;
<br />Drawing No. 20476, titled "20 GAGE GALVANIZED STEEL STORM PANEL'
<br />sheets 1 thru 26 of 26 prepared by Tilteco. In;;.; signed and seated by Wallet A.
<br />Tillit Jr., P E,; dated 0712812020. This drawing is an integral part � _Qp,is
<br />Evaluation Report. 0"'111 �t),,,S�
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<br />6355 N.W. 36th Sweet, Suite 305, Miami, Florida 33166 - More: (305) 871.1530 N"*14 '.1 I
<br />PPLOUCIZYALUATION LFTO1U*N0. _ZQALZldl.4x
<br />22-1ES.MEPORTS!
<br />Large missile Impact and fatigue load tests wvf to l) rfvirmed under Protocols TAS
<br />201. 203 as per section 1626 of the Florida Building Cod(-.. .iniform Static loads
<br />AC. pt.,)r TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc, , Reports 4 96-569 dated 08/0911996, #96-570 dated 0911 8/199e.
<br />#96-T30 dated 091200996, all three signed and sealed by Hector M. Medina,
<br />P.E-, Fenestration Testing Laboratory. Inc. reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10/051 998 witner,swJ by Gilbert Diamond, F.E. and Report No
<br />0219.01-09, dated March 4, 2009, slant,cl and sealed by Ecintundo Largaespaida,
<br />P E. and Henry Hattern, P.E.
<br />Tertsile test report No. 9CM-197 oy OC Metallurgical, Inc.. dated March 13, 2009,
<br />sir .-pne,ol and sealed by Frank Grate, P.E.
<br />21,41TRUCTURAL ENGINEERING CALCULATI Oft- ,
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs insign
<br />wind load, as well as inaxivinturn anctrar spacing vs. design wind load and panel
<br />length based on rational and commr.,411va analysis, and in accordance with
<br />,io-cflon 1616 of the Florida Building Code Calculations propornd by Tilleco, Inc
<br />dated I 1,01108 and 03/12/15, signed and sealed by Waiter A. Tillit, Jr., P E.
<br />I-MMILE-IMPAO RESISTANCE.
<br />Large missile impact under section 18203 of Ilia Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4, WIND LOADS RENSIAN-CE;
<br />20 Gage Galvanized Steel Storm Panel has been vbrifi,-d to sustain wind
<br />pressures. Maximum :;anel 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 />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 1 (), 11.
<br />14,15,17,18, 19, 20 25 arid 26 of 26. of Product Evaluation Document (P.E.D )
<br />drawing No. 20.17&
<br />5-INSTALLATION
<br />-
<br />Installation shall be performed stiicut in accordance with details indicated on
<br />sheets 3:hru 7, 10 it" 20, 23, 24 and 26 of 26. of Product Evaluation Document
<br />(P. E, D. ' I drawing No. 20.176, Minimum separation to glass Shall be as
<br />IndIcatedon sheets 8, 14. 16, 25 and 26 ,,f 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 2)-176.
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<br />EJt5TM WALL, AM)"", S,'_ A I I I "I '. 1;I C KX>4 ]A% MAN STPUMUFM PEKIC SLOI I',- -
<br />I !-T'*M PANEL ,�, :IN 14'. MLK UIT 1',,K1.! 10'.110ENT (Pri)) WS KW EN gpt . B CC* COw" ,A,,1 I 1,
<br />AXWORACE SHALL13E ASMENTOWD -. :, - ' - 11 04 7)
<br />ACCOPI)MCE WIT- TtAE YU20 f7v,, COITION) OF 7,q NORMA 81-11'A,Ir, 'I'DIE
<br />1, ;1`04% two L"&jIyXff1Q_.i1H&t!T% , - u"` '",
<br />DESCN WIND LOAM SKN.L Bi "RMWO AS PER SMION 16t,or J, A&,, V.,,r, �-, ,,tw
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<br />I ,A11CIi:A, -WrIORS. AS &~KWREL 9, ,-' P, 1,1.1- 1.
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<br />PENCITAN110% 1910 SIUCI;t, SIN. Or �Ok' 50IOPPED AS PART OF IK SKOL ft;) 1,4PFAL,F( -FlAf
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<br />I ALL AL,"AWM SKET MEIN USED AT CLOSLOES WILL NA%j 311-414 ALLOT
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<br />� _R(A_L_P1ARA,Q_TLMT1CS AND SPECIFICATIONS:
<br />Shall te strictly In accordance with General Notes and Componarits Indicated on
<br />sheci(l, 2 and 22 of 26. of Product Evaluation Document (P E,D ), drawing
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1. 7 and 21 of
<br />26, of Product Evaluation Document iP.E D drawing No. 20-176.
<br />7. UNffMTKN6_AKD_r.,_Q_WT10N8 Of USE;
<br />7.1. Shall W strictly in compliance with General Notes No 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General gates # 1 Mru 4 and 11 thru 116, lndi,.ated
<br />ai sheet 21 of 26 of Product Evaluation Document (P E-D.), drawing No. 20.176
<br />prepared by Tilteco, Inc, and signed and sealed by Walter A Tillit, Jr, P.E.
<br />7,2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />orifincd on sef,.11on 1620 2 of the Florida Building Code.
<br />7 3. Product Lihall only b6 installed Into poured concrete, concrete block, and
<br />wood frame strucTuron.
<br />Product Evaluation Report prepared by Waiter A Tolit, Jr.. P.E. (Florida License
<br />No 44167), President of Tilteco, Inc. (Florida CA-0006719).
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<br />REP0141 NO. 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY Stutters
<br />PRODUCT SUB -CATEGORY: brorni Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: QIQbALFr9.0c0_v Pro4tiols, LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />I. PU1RP_0_S__F_4F_F_VALtJAI1Q
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. ,,System
<br />ID N 1906) to the Global Protection Products, LLC Rule Chapter No,
<br />61 G20-3. Method 1 D 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 th"
<br />Florida Building Code, And to verify that the product is for the purpose intended
<br />at [as -it acti,jivalent to that require:d by the Code
<br />This Product Evaluation Report shall be subject to, review and revision in case of
<br />a Building 0x1e change that may affect its limitations and conditions
<br />2-1EVIDENCE SUSN"EM
<br />2.1. PRODUCT T EVALUATION DOCUMENT (P.E-D. :
<br />Drawing No. 20-175. tifleo "24 GAGE GALVANIZED STEEL STORM PANEL
<br />shoals 1 thru 18 of 18 prepared vy Tilteco. Inc.; signed and sealed by Waltet A
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inte%...
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<br />ZZ TEST REPOR I S:
<br />Large missile Impirw; o i,l ri44t-s v-?rr- performcnd tind4r S,STI) 1,-PO sjrirjd,,)r;j jis
<br />per section 1609.'i L ,,I Wc FI-_ ',o;., !.tLHlefirq Code Jniltortn static ioacts t.; Ill's
<br />Section 1709.8,3. ,I' i .1 lr'TM IF-., 30 -C,AI rIej,,Ovts prepared by Arnerican TeOiiiq
<br />Lab of South Florli C. I, Hif ,,--t is ! i i ,, 0- - I, 1 ,1,PPA-A 0'V1 1 IC2 witnessed by Willi;4rr,
<br />R. Mahner, P.E . F>orr, !.,T,,r(i 11 I., $1, 'I 1.i, : . �47. P.E. aric Report Nu
<br />0219.01-09, dat,-d Fel)t i,if% , `*, 20o.1 I,, .,. , , , e6led by Edmundo
<br />Largaespada, P.E and Htgi'i '.item, P.E. i area irw,;i.0j impact and cyclic
<br />loadings per Protocols 1. -,L, id 203 as per section '601.7, �)f the; ' clori(ja
<br />Building Code. Teil,t Report pro-,; .r9d by Arnei:carl I esii.iq, L-)t. c1' South Fk%rlda,
<br />Report No. 11 23.0; -10, (1C-,tk.,d rf,wo4mber 23. 2010, signeo and �i-ziled V,,-v AAC E.
<br />Gonzalez, P.E.
<br />Tensile test . -,pert , - ',' 1, ,y Cir Wea Ilurgical, JrC_ dated M3(CI) , ' '; ;,`2
<br />s,gred and sealed (.-,, I I, ",R. G, - ,tit, R G, as p,?i ASTM E-8 end T*)ns0e fi: si ,),
<br />per CC MoWlurgi: I! i',- :. I Ctl,'M I ?iS, dated December i, 2010 tikjr)e(j
<br />and sealed by Jeri I.- � 1L, ir'.: ASTNI E-8
<br />2.3-STRU-CTUIRAll- ENGINE ER.1 4(3__CAt_it;U LA T 1ON$ :
<br />On 24 Gage Galvai, ii;-m Steel; 3,orim Panel ior ji-iiiximurr, panel it•11901 vb design
<br />wind load. as well .-.:; IT,;), it nuvi ,ji-:C:hcr spacing vs. d(:M(in w;r ii ioad arici panel
<br />length based on uilionij' ai,-.l ;,..,,(jjarativo analysis. and it, accordance with
<br />section 1604 of the Fl.,,rif;a f�owg Code. Calculator,,,; p,,_-p4)re,I I) , Tilteco,
<br />Inc., dated 1211 Oil-) znj i,".'117 I - Ifni *his revision), signed aril C,;i:jl x! I,, %`I,Tltrr
<br />A. T11111, Jr.. P.E.
<br />a, MISSILE IMpACT , _RENs,rANCE:
<br />Large missile impao under sectv,rn leog. 1.2 or the Fi,.,>F,:;i 6'jiidlrg Co,IA3 as per
<br />SSTD 12-99 Stand ) and TAS.'01.
<br />4, WIND. LIDA0st, RQ F
<br />24 Gage Galvani;,Ip,c Steel Sl<,rnn Panel has been v(mfi(,(1 fr ,ut;i.,,Ihi mrid
<br />pressures. Maximum panel lart,e4llh shall be As indicated cm shcoli ,,I III 11.
<br />12 and 17 of 18 of Pi,)duct Evaluation 0curo�,rd W E 0 ' 4, drawing No. 20.175
<br />Maximum Anchw.$I`.)L 111'j o-:h'Jll � 18 101'11:','Itnd '.-'rl 0,vCQIF, 5, 9, 10, 11, 13 thru 16
<br />and 18 or 18. ofPr,,tdk,t:t '_,<aik,"-i - ,n 1- o% kwi,ii I i P E l0A drawing No. 20-175.
<br />24 Gage Galvenizcd ,z;iofm Slur I t Partiell has ly---.)n v-rit,f,d fir -ode compliance to
<br />work as a nun -porous stow, 0),i1-,ir assembly, as por ;,S-i D 1z-99 Standard
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<br />5. INSTALLATON;
<br />ljist,lHlim. ,;hall beperforrned th strictly in accordance widetai(s indicated on
<br />shoals 3lhilu8 12thm 18 of W of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum, separation to glass shall I)* as indicated on
<br />sheets 3, 6, 13. 14. 15, 16 and ' 8 of 18, of Product Evaluation Document
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<br />6. M �'TERIAL CHARA-0 ERISMS,AND -SPECIFICATIONS;
<br />Shall Lw, strvAly ift accordani,i%-:fh General Notes and Components indicated or,
<br />sheet I and 2 ,)( 18. of Pirniltif,i Evaluation Document (P.E.D.), drawing No.
<br />2D-175.
<br />Anchor spacificalions shall be is mdicatfrri on sheet I of 18, of Product
<br />Evaluation DOCAPTh-int (P E,D.), drawing No. 20-175.
<br />7, LIMITATIOM ANP-CONDITIONS OF USE; . .
<br />7 1 Shad t-4.91ricity in rompliwice with General Notes No. 1 8 thru 14, indicated
<br />()(I Owel 1 -A 18 of Product Evaluation Document (P E D.), drawing No. 20-175
<br />lxop;1u6r, by Tilteco. Inc. and.*-neo and sealed by Walter A. Tillit, Jr, P E.
<br />1.
<br />2. P,�.d,ii.i ,shalt not li+! m.tI.&:d within HIGH VELOCITY HURRICANE ZONES
<br />as cefined ci I section 1620,2,A tlx Florida Eltil,fing Code
<br />7 3. Product shall only be installed into poured concuote, concrete block, and
<br />%%r).Kf frirrif, slruCtures
<br />Pw(oi-,! _:,oivation Report ,ni,ip�red by WallierA. TAM, Jr., P.E. (Florida License
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