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<br />- M�\ T1LLrr TESTING & ENIMMEE-Pirli COMPANY
<br />"I'Lro, r;. k t r1l I IT P! ." i- __ _
<br />PRODUCT EVALUATION REPORT
<br />REPORT 140: 20-07.18.01
<br />DATE, Jtj y 28L 2070
<br />PRODUCT' Ctlitf-GOAY- SNAIM
<br />PRODUCT SUB -CATEGORY: S,Grm P'artift
<br />PRODUCT NAME 20 GAGE 134VANLZED STLEL STORM PAKL
<br />Global PfOKOon Procum LLC
<br />48*0 S.'N r 1 S trt.n'
<br />-1 Lavoie. Pic da33314
<br />1. PURPOSE Of FVALLIATION-
<br />Th,t is a Product Evarualoor,ro Rojx,j ,1,st crl 1,'t Waiter A. 'nlilt. Jr., P.E. (Systern
<br />10 It 1190(t) to the Global Proloctior Products, LLC Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Depart,nerill of Business and
<br />Professional Reputation
<br />fts prrALCI,P. Noting issued On Evaluation Rri as ittiscohied moroir, drtd has
<br />L.--ernvarifled for coinotatance in ocicorftnce with Inv 2020 Seventh Edition of Iha
<br />Fln,ida Buildlig C-MoiL aric 10 Verify that the product is for Ili-- purpose ritandod
<br />art idtast eqkA-alenl to that r ixtililod by the Code
<br />TW, Pradort Evaualtrin Rooq:oin shall to sut!erl lij revieloo all revivien A ciaslir of
<br />a Bu Al C,cide &amogoc that maryalfil its lffroiUborls and corlditions
<br />Z EVIDENCE $UUMITTED:
<br />2.1. PRODUCT EVALUATION DMUMENT IP,F0,1;
<br />Drawing No. 20-176, t1drad -20 GAGE GALVANIZED STEEL STORM PANEL"
<br />shotiete I thru 26 at 26 prepared by Tittlecio. Inc.: signed and scaled by Wishoir A.
<br />Tillit, Jr-. P E,j dated 07t28,12020 Tillie, drawing Is or, integral p,arl kktlis
<br />Evolurat000n Repon= :�_ .Z., t."w
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<br />he 44767
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<br />0!i! N. W 36th Sirccl.I.Swric 30. Mumni. FloiridA 11 166 - I1v)tc7 J.405 I S71-15-V - �,w iii��
<br />V1400tiL1 III AJA A I IUN KV4VJU_.)U. _Ara"
<br />22- TEST REPORTS!
<br />Lafr miss ile noolwil fat quo load lesla vowe perforated Laider Protocols TAS
<br />201. 203 as per section 1626 of the Florida Bulaing Code. Uniform static foatas
<br />nap"TAS 202Protocol Test ruts prepared by Hurricane Engineer wV &
<br />Testing, Inc . Reports 9 "- 509 dated OBX -01 V496, 996.570 autoird 0911 6.11 M.
<br />f046-T30 datod ()r!10ii9W, all tt,ree itl and seated *.y tioctor M. Madima
<br />P E . Fo,%"frabon ;;;tirxg "lloriodl Inc_ carports 0 2032 dated 04"16119018 and
<br />& 2126 dated 1005:1998 witnerso,j by (Wber Crtarrorld. P.E and Repoli W
<br />02tl3o�ll dated fAurr.h 4. 2(j09. sigrod and seated by Edmundo Lartlant,paidz.
<br />P E and 1-len , Hattern, 9 E
<br />Tensile t" rW)rt No. 9CM - 1 9 7 r,, v QC Motailurgical, Inc . datictcl Malrr,n 13 20m,
<br />%A9 mad and "alAid by Frank Grate. P E
<br />2.3- STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gar* Ax trou Galvanized Steel Storm Parml form i nip I&W iangth -erb kj&5n
<br />wind ioad, as well as maximum anctor Waring vs dosogn wind load and panel
<br />,
<br />Itiongth baseer on tat opal and com"raliVe 811,21ySil; WIC r accordance. willh
<br />section 1,616 -it the Florida ElTuildvag Code Calm4farhans proolltared by Tilloc.q Inc
<br />dared 1 11C]i=8 arto 03PZA5, lignod and seakn: try Maier A. Trim. Jr.. P. E
<br />3. MISSILE IMPACT REW-$TANCE.
<br />Ladle rn"llc impact under soclion 1(126 M colic Florida Owicing Coai- -4,
<br />TAS 201 Protocol
<br />4. WIND LOADS RESISTANCE.
<br />"O Gritga, Ga vanized .Storm Storm Panel has been voritiod to sustaw wi.A
<br />;Hvss,jPaa. Ill"munt zartel larogyj s"l beak, Inidoicutod on t,heets 8 to' 144 "I
<br />16. 1 Q, 25 alid 26 of 26 of Preliluct Evakiatton Document (P E.D.). drawing No-
<br />20-176. Maximum Arralu;r Spac=srq " be as in algid an sheets 8, ft iij :1
<br />14, 15. 127. 18, 19. 20 75 and 20 o` M of ProdtKA Eva:ual)on Dctct�nl (P E Ej )
<br />' drawling No. 20.176,
<br />5. INSTALLATION'
<br />Irsiallation shaft be p-t'oFmcd ,4trlrtJv in ,Kcordonco with details indicated an
<br />sheets J 1hri, 7. Kj three n. 23, 24 and 20 of 26. of P-aduV Eiralt.nuun Documew.
<br />(P,E 0.) drawing No. 20.176 Minimum ,;eparalion to glass shall be na
<br />on,docatiod on sheets 8, 14,10,13 25 end 26 ef'26 of Ptodict Evaluation Document
<br />(P E 0 ). drawling No. 20- 1 76
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<br />110aVILVT tk,%LttA]LO'JKLL42UI.:O..'":."
<br />6. MATERI&L-"ARACTERISTICS AND SPECIFICATIONS,
<br />Shall be sirictly in a=rdafn4,#Mh General Notes and rnporlents, indil �^n
<br />Et eo( 1 2 and 22 of 26. of Produe' Evaluation Document (P F D ', drawing
<br />N*10-176. Anchor specTications shall be as inlcicmek:l on ottecis i, 7 end 21 at
<br />,16, of Product Evaluation Docutnicrot (P,E D-1, drawing No. 20-176
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Sftau Ov 4trK1Jy in cvniptoame with Gtititnaral Notes No, 1. 8 thou 14 Indicated
<br />on sheet I o' 26. as %efl as General Notes 9 I 1hroo 4 aria 11 llrlfj Ili. 1ruJiCat.1
<br />ort,sheof 21 of 20 of Product Evaluation Ducturriont (P IT 0). drawing No. 20-1 76
<br />preipw4d by T,Aev.a, iw_ and %Vx,d and sealed uy Walter A Tim, jr . KE
<br />7 2 Product may 110 installed within HIGH VELOCirYAORRICANE ?ONES as
<br />(Sytl on Bretton 1020.2 of the Flonda &aldirg Code
<br />7 3 Product shall only to installoc Inlo pcured concrete, ci)ncrotte olock. jiIj
<br />wood ft-a me smuctures.
<br />PrWulct Eysivaten Report prepared :1y Wa4pt A 1`01 Jr. P I: (Flora ilGensf_.
<br />No 44167}, President of '141evo, IpC, IlFloridil CA-00067119)
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<br />O*Tr'llc0ABY0kqtC01l33 P F AWAP0,111T.-C,,= oriet PWol,C,1`.(,N11•10j):_C.% t1r_,tt.t3A1j*
<br />GAIL titihrfl&L" D' LLA. 51--hrit PANEV ORAC il'u, 3 I Itt"I 9 � arm 0-
<br />z/ 110 r= c; --,.. I I --"*\ , %4C.
<br />7TILLIT TESTING 6 ENGINEERING COMPANY
<br />I . : ,,, PR001, CI V% A_Lk3,jjj()N�REPQn' I �1 I . � - "I' - „
<br />I -
<br />RE FOR NO.: 20-0727.02
<br />DATE: July 27. 2020
<br />PRODUCT CATEGORY S hutiet S
<br />PRODUCT SUB -CATEGORY: Storm Partain
<br />PROGMT NAME 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER'
<br />48LIOJ S.W. 51 Street
<br />Davie - Florida &3314
<br />1. PURPOSE OF EVALUATION:
<br />Thus is a Product Evaluation Re-xx, issued b, I-WatterA.T4fit,Jr. P.G.lSv,Terli
<br />11) V 1906) to the Global Protection Products, LLC Rule Chapter Pilo.
<br />61 G20-11s Method ID ot the Florida Department of Business and
<br />Prafessional Ragulaton
<br />1"Ns oricAurl is heryj issued an Evalualt(or, Report as desuntitO helem and has
<br />been verified for corompl.,ronco in accordance with tho n4N') StOV41inih Edition of thv
<br />Flo-ida Building Code, and to verity that lie pro-L-ct is for me ou,posc int"ad
<br />;if In" eqwvallianl to trial required tom/ ltv-, Code
<br />This Ptodijol EvaWtio,% Report shall be subl'Oct to ravlatow, ZvW rcAslo,io In case of
<br />a Bouldfing CrAe cmango Il may alfpcl its limiltaltons and cxclnlitnns
<br />2. EVIDENCE SUBMITTED:
<br />2,1, PRODUCT EVALVATION DOCUMENT lRED, l�
<br />Drawing No. 20.175, filled "24 GAGE GALVANIZED STEEL STORM PANEL',
<br />--n"Is ' thri, 18 of 18 pm -pared .y Titteco. Inc. iiii,an-ed and sealed by Walter A
<br />Till-t. Jr . P E , oa'.otf 0712712020. This drawing is an int9Rs014',1rt,,?,*Vir,
<br />Evaluawrifiteplart ."et . I (, .,
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<br />,-I';' N W 16th 'Sillrct, Sure 11)5,14iroirru. i;Wrlda 3 3 I Ni . Plxx�v o."I V; I
<br />- - _Ii,",16iiiitlk
<br />rRUDL(A Ll if I AI'llit', al, Pf kT.'40. Al-47.17•.01
<br />2.1 TEST REPORTS:
<br />Large, ornialiale onipacl;oad tests were performed under SST D 12.0fo stairidwa as
<br />per section 1609 1 2 of W.c Flonda, Eludall Code UnKarm,matic mods as per
<br />Sactio-il70Q_A?.peer ASTMF-330 Ted reponapter,aredb.yAmerir-anTesting
<br />Lab of South Flopda. RftpW. * 0814 01-01 dated 0311=2 witnessed by William
<br />R. Matiner. P.E., Bortz Moro: P E. and Henry ha*,tem, P E. anc Report No
<br />0219 01-09. dated February 26, 2009, signed and s6eallic by Edir-undo
<br />Largaospada. P.E. ane Henry Hattorn, P I- Large rnismia, impact and cyclic
<br />ittaidings Per Pro:owls TAS 201 & 203 as per section 'W. 1.2 of the Florida
<br />Suit rig Code- Test Ripon Prepared by Arinerean Testing Lab or South FlorKia,
<br />Ria-porTlIolia 1123-01-10. datodNovqnnitiour 23. 2010, signed and %ealled by AjAO E,
<br />Gonzalez, F E
<br />Tensile test . ipoll No 9CJ,A- 1,98 by OC Illetaturg", Inc . dated KAwn 13. 2009.
<br />a grad AM sealed by Frank Grate. PC, as per ASTU E-8 and Tensile Test as
<br />per CC k4eterfurgi"I Report No. I 01<11.4-1318. dated Deconob-olt 1 2010 "mad
<br />isnod sonlea by Jorry Jacaufarld, P.E as per ASTM E-8
<br />2-3, STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Store, Storm Parwoq for ritaxonourno panel oetrogrup vs dtjsiqn
<br />.
<br />wind load, as virel as maximum anctor spw-jng vs. desogro word load and part
<br />leng,.h based on rationa, slid cumpairative analysis, and in accordance with
<br />section 1604 of the Florida Buildirg Code CYiiockil,,vi-ors prvp,#r" by jifteccr,
<br />Inil dated 1201 SPO and 08,,2713 (for fts revision'), sKjftd and seated by Waller
<br />A Tdht. Jr P E
<br />1ANSSILE IMPACT RESISTANCE:
<br />Lame nimsife impact under section 160s 1.2 of the Floir Wi Buxiding Code, as per
<br />SS TO 12-99 Slandard and TAS 201
<br />I 4. MIND -LOAM RESISTANCE:
<br />24 Gage Galvmzed Steel Storm P1111611 hait been verified to sustalu wind
<br />pre Salutes. Millotittrinum panel langoth shall be as incliceited on sheets 3, 9, 1 O, I 1,
<br />12 and 17 of 18 01 ProduCt Evaluation Eloccument (P E 0 1, drawing No. 20-175
<br />Maximum Anchor Spacing f%nati be AS inlrlic�eted on shcx,ft 5, 9. 10. i l- 13 thru 16
<br />and 18 C' 18, of Product Evaluation Docurmainil (P.E.D-), drawing No. 20-175.
<br />24 Gage Galvainizad SlAA 5toiroin Pwilef has Won v(sr,fiolpi for code cuin4jairco to
<br />WOrk as a non-pa,mus siorm 4xAtew zilsonibly. as p4so, SSTD 12-99 Standard
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<br />S..INSTALLATION:
<br />Instaflabon shall be joerfornisa sinc,,iy in accordance with dietoili's Indicated on
<br />911wols 3 Iftfu 8, 12 into 18 or 18, of Produit:! Evaluation Document (P.E.D.).
<br />drawlingNo. 20-175 064irarrourn separation to G 4"s shall be as Indicated on
<br />Vwal* 3, 6. 13, 14. 15. 16 and .8 of 18. of ProduGI Evaluation Document
<br />(P,E.1) !r drawing No. 20-175.
<br />6. MATERIAL CHARACTERISTICS AND SPECIFICAn � ONS;
<br />Shall DO strictly of, a"vordani with General Nom and Components indicalev on
<br />sheet I and 2 of 13, of Product Evaluation 00cliptliant (P.E.D. 1. drawing No-
<br />20-175.
<br />Anchor specifications; %hall be as indicated on sheet I of is of prottluc:
<br />Evirtuabort DocuTiew .T' = D i, drawing No. 20-175.
<br />7. LIMITATIONS AND CONDI-nONS OF V$F.:
<br />7.1 Sr bA Alfictlit - corovi,,ax- with Genwat Notes No. 1, 8 thru 14, WKS-cated
<br />on stilextro I of 18 of Pr`c;trCt Evaluation Docurrom (P.E 0.), drawing No. 20475
<br />prepared by Titteco. Inc. vol signed and gealed by Wager k TIM, Jr PE
<br />7.2 Prodict shall not be Insta3od within HIGH VELOCITY HURRICANE ZONES
<br />as refired cn section 1620.2 of the Florida Eltilkling Code
<br />7.3 Product shall only be Inslishiso into poured witerete, owvcrete block, and
<br />ii,illood tworie sAnuctures,
<br />Predua Evarivailicz, Report prepared by WOW A, ril Jt,. P.E. (Florida License
<br />No. 44167). President of Tiltece, Ine (Flinch CA-OOC6719)
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