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<br />rLLJT M-SItING & ENGINEERING COMPANY
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0729.01
<br />OATF' juy 28, 2020
<br />PRODUCT CATEGORY: 5,Irftrt
<br />PRODUCT SUB -CATEGORY: S;(Vm Persia
<br />PRODUCT NIA.ME., 210 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Oil" Ppolaoicitlon.Products LLC
<br />46DO S-W. 51 Striae,
<br />D3V*, Fk'Yrd&33314
<br />1J3_U1tF_QSE_OF EVALUATION,
<br />This is a Product EvatuatooGn Report IssttcA Oy Walter A,'nlllt. Jr., P.E (System
<br />10 # 1906) to the Global Protection Products, LLC Rule Chapter No.
<br />61 G20.3, Method I 0 of the Florida Department of Business and
<br />Profiesslo" Regulation
<br />This PrrALr`I it t*" ISSIi °d an Cvaluatson Report as descorlhood heraic. and has
<br />been verifled lot mmiuluarwe In accordance with tree 2020 Seventh Edition of this
<br />Florida Builtitnil Code, am to verify that It* procl.iLl is for the pi.irpusti Mended
<br />at least &Qtnya;enI to that mcur"A by the Code
<br />This PmdtK-t Eve' Repoli shall'tesutiert lo revmwand ruviWon �vi casc- of
<br />0 Stj Idif.9 Code cir 4-inqc that may afo� its liornAaborrs and conditions
<br />2- EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT tP.E,D,1;
<br />Drawing No. 20.176, tided '20 GAGE GALVANIZED STEEL STOPJA PANEL".
<br />stvieft I thru 26 of 26 prepiartiod by Tiluico Inc . signeod and Scaled by Walter A.
<br />Tillit Jr., P E.; calcorl 07/2812020 This dra-.ring is an integral part Z , q4I to
<br />Evaluation Report ,� ".. . , i , , ,.,
<br />� '�*'��,�-,,� _��.�./',(/,
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<br />, .`� " � ,tc r'Nse -4.14 'N
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<br />I I I *,* NO 441.67 . *:
<br />. `Io`',%� J,-, 111, :* I,IL , -,, _,r.;4A.r_
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<br />kl�?C_,- - ,�tr--,v11-ejk .j,
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<br />% 06, -
<br />h 3t' 5 N . A i bill So, tr4Suite 3(0. !A,mo ii, I 1. 0 r 0A I "; b(i - 1111111re. (3505, 1 8 73 I - 1 5 '10 - po%Z'{ . Wi ., 11,%)��,i,,,
<br />11"HOULCI EA 0A.411 It^- ituvIoCL4u- ltjL;Lu :
<br />2.2,, TEST RE PORTS:
<br />LArq* rf*%;k- inipact a,id livigue load testa wwo perfri4mea LrriderPf0tocots TAS
<br />2101. 203 as per se~ 1026 of the 1`4orirfa Building Code Liniform static k)liolt,
<br />ns per TAS 202 Protocol Test rc,aorts precoared by Hurneane Engineering &
<br />Testiong, Irw-..ReponsggC-569dated OEtfCcOIg",$t96.5'roastva0g.,IWII"(!.
<br />11%-T30 natedO15,710MeW, sli three signod and sealed "yttectorkof Medina
<br />P E . FiIt,00stration Testj% Lab(Aro%Usy. Inc. reopcilieN 2032 dated 04.16AWS and
<br />3W 21213 dated 100511998 wariesoi;*d ny Git"r, Diamond, P,E and Rep" No.
<br />0219.01-09. dated M.vch 4. 2009. signed and seated by EdrnundD Largaospada,
<br />P E and Henry Hanem. P E
<br />Tensile test report No. 9CM- I 97 uy CK, hiaotailtiorqicji , inc., dated March 1 3, 2006.
<br />signed an "Allad by, Frank Grate, P E
<br />2.3. STRUCTURAL ENCANEEWro CALCULATIONS:
<br />On 20 Gage G41vinized Steel Storm Penal for maximum perND4 length vs 04e6,ion
<br />wind lead. as well as ma:.amm ancroor spwmool vs ocsqn vonod Iong rend panel
<br />,
<br />length hasalt on ral,onal anol cenropitralive ar.slysm am r accordance, with
<br />section 1616 of the Florida Building Cade Calcufaltons plapared by TiNeco Inet
<br />dated ' , I iO3V09 am 03i'2115. IrlQreood and weiv-d- try waiter & Til lot. Jr., P.E
<br />1-MISSILLIMPACT JRE$JS_TA*Cf_
<br />Large missile impact under 3action I 626 cal lhu Fkiruja Butinng Code, as per
<br />TAS 201 Protocol
<br />4. WIND LOADS RESISTANCE
<br />20 Gage Ga varizftl Sf*roI Storm Panel has nerori ,•f*Msn::: to bustair wtnd
<br />pre-iiii.irws, kid4ownt panel terogilh shaR be de indif,31ooa on stems 8 10,14.1,15
<br />If). 19, 25.3,sa 211 of 26 of Product Evaluation Document (P E 0-) drawing No.
<br />20-176. MaxirrurnAnc>v.iiSpa;--,Vshal:tee a&!rKtscate,�dart s."ots8,io 10.11.
<br />14, - 55, I 7. 16 19. 20 25 are 26 & 26, of Pmdtr,l Evaluator Docufnent (P E D ).
<br />drawing No. 20-176.
<br />5. INSTALLATION:
<br />Irstatation shad Le pear',)inrirad sirtclitr in avcxtrdonco%vilh diPtatis indicated on
<br />sheets 3 Mru 7, I0 fhu 20. 23, 24 and 26 of 26. of Pfco,duci F;iakmtx)n 00vurilenz.
<br />(P.E D.), drawing No. 20-176. Minin'lUrr separation to glass shall be as
<br />indicated On Stra" 8, 14, 16 25 3nd 26 of 26 of Prod -t Evaluation Document
<br />(P,E 0 ). drawing No. 20-176
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<br />6. 10,TE-RIAL-C-HARAC-TERISTICS AND SPECIFICATIONS:
<br />Shall be s1fictly in acooroorocc w0i G#rowal Notes am ComMnents Mi,catea on
<br />Sheet 1, 2 and 22 of 26. of Product, Evaluation Docum-ent (P F D ). drawing
<br />No.20-176. Anchor spcc1ications shall be as indicated on creels ,, 7 and ,I i of
<br />26. of Product Evaluation Dowmnt (P.E D.). drawing No, 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF USE;
<br />- i - 1. Shall too stow-Lly in curnp-Liance with Giontzral Notes No. 1. a lit" 14, iridicated
<br />on Sheet I o' 26. as well as General Notor, 9 I Ihni 4 ana I I tn(u 18. i n4jiratM.
<br />On iihoto! 21 of 28 of Product Eva;valivn Doxtjnuum (P E 0, ). drawing No. Mi 76
<br />pfePQr*1 by Tilleve.). Im, 6W BVKIJ and sealed by Wanot A T". Jr. P.E
<br />7.2. PrtAuct may be ire lied within HIGH VELOCITY HURRICANE 20NES as
<br />oo"eo " sectrin 1020.2 of the Florida "Jir,g Code
<br />7 3 Productshallonly te Installed Into pcurwd comroie. concrete tolock. ant)
<br />wow fra Tze Structures.
<br />Pt"w Evaiwalicro Report prepared wy Watler A TaIdE Jr., P.E (Flor"cla Locense
<br />No 44 167), President of 741tica. fric- (Fiotda CA-00DS71,D)
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<br />REPORT NO.: 20_0727,02
<br />DATE: July 27. 2C20
<br />PRODUCT CATEGORY, srlullejs
<br />PRODUCT SUB-CATEGOIRY-, Starve (Panel -
<br />PRODUCT NAME* 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products. LLC
<br />48CK) SW 61 Street
<br />Dame, Florida 33314
<br />1, PURPOSE Of EVALUATION,
<br />This is a Prr.)dtA-1 Evaivatic,ri Reo,cirt rsskaxl! tw Waltw A Tillit, Jr, P.E. "'Syz,t,c-r
<br />IU a 1906) to the Global Protection Products, LLC Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation
<br />This f)pG'�dtwj is tvinu issued an Evatuaticin Report as 0oliscatwod hereon and has
<br />been vedfwsd far corropolsance in accordance Mth tho 2t'410 Soventh Edition of the
<br />Flo-4a Building C,We, and to verity that :he prod"t is for the pu,pose intended
<br />Al toast equivalent to that required try the Code
<br />I his Pif.4uoll Evakidi i Report sival be sub.,�fici to review wid re vi&nn In wSe 0!
<br />a El,oicling Code criarge finat may AOKI its firrootabons and conocl:bons
<br />2. EVIDENCE SUBMITTED:
<br />41 PRODUCT EVALUATION DOCUMENT (P=E.D.):
<br />Drawing No. 20-175. WIWI "24 GAGE GALVANIZED STEEL STORM PANEL'.
<br />a qfWS I thru 18 of 18 Wstoparwj ;:y Tiltecv. Inc_ signed and sealed by Walter A
<br />Tollit. Jr . P E oa'.od 07/27Q1020. Trios drawing is an
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<br />2.2- TEST RE -PORTS:
<br />Large rtissflov impact iosid tests weee pieriormed under SSTD 12-09 standard as
<br />per section 1609 1 2 of file Florida Suftr,.Q Code Uniform static roads as per
<br />Section 1709.8.3. per ASTM E-330 Tow reports pre icerred try American Tasty
<br />Lab of South Florida. Report it 0814 01-01 datod0_VIi/C2 witnessed by Vinitiam
<br />R,Mehrver.P.E..8corkzMoroi P.E and Henry Hattem, P.E. anc Report No
<br />0219 01-09. dated February 26, 2001I, signed and seafea by Edrnundo
<br />LairgemooiPaida, P.E. and Henry Hattorn, P E Large missile impact and cyclic
<br />loAdings per Pro:ucjjlsTAS 203 & 203 as per soiKlicon "0009.1.2 of the Florida
<br />Building Code. Tort Report roreparied by Arnerealin TaAvr4 LAb ol South Flonda.
<br />Report No 1123,01-10, dated No,vffvbw 23,2010. "nod and swited by JvXo E.
<br />Goinzater- P.E.
<br />Tensile test report No 9CM-199 try OC Mostatturg". Inc. dated Match 13.2009,
<br />is grad and sealed by Frank Grate. P E. as per ASTM E-8 and Tensile Test at:
<br />per QC Motalurgical Report No. 10KM-I 318, dated Decombat 1 2010 signed
<br />and qroomaiw by Jorry Jacmufano, P.E. as per AS TM E -S.
<br />2.3. STRUCTURAL ENGINEERING CALCULATKM.
<br />On 24 Gage Galvaruars Stew Storm Panel for maximum p3ftj tongth Y6 design
<br />wind load, as wet as maximurn anchor spacing vs- cifenn word load and par*I
<br />length based on raflona: and comparative analysis, and sn accordance with
<br />section 160401heFlorida BullcorgCoda ('atc4itai.ors;irvp,ar*.-dbylifteco,
<br />Inc, dated 121I6/10 and 041,2703 (for this revisions, signed arid s*rTNI by Wafter
<br />A Toot Jr P.E.
<br />3, NUSSILE IMPACT RESISTANCE!
<br />Large missile impact urdeor section IiWo, I 1 Of Ine Filordil Buildunq Coride, " parr
<br />SSTD 12.99 Standard and TAS 201.
<br />4. WINP-L-OAQ6. RESISTANCE:
<br />24 Gage Gitivanired Stool Storm Panel has been verified to sustain wind
<br />pressures. Maxwwrin panel length shall be as indicated an Shee.1s 3. 9, 10, II,
<br />12 and 17 of 18 of Product Evelialloon Document (P E D ), drawing No. 20-175
<br />Maximunt Anchor Spacing shall tv., A,,t me,ated no Shoots S. 9 10-, 11, 13 thri IU
<br />and 18 O' 18, of Product Evalualtor. Docunrier,l (P.E.D.), drawing No. 20-176.
<br />24 Gage GatvainiZact SlAel 51conn Partial has D"n verified for Code =Iipijarwe to
<br />W0fk as a non-por!ius alarm shutter assembly. as por SSTD 12�11 Standard,
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<br />5. INSTALLATION',
<br />installation shall be perform eel sitiny in accordance with detai's indicated on
<br />sheets 3 thru 8, 12 thru IS of I S. of ProduO Evaluation Document (P.E.D.),
<br />drawing No, 20.17S Minimum separation to glass shall be as trTid"twd on
<br />shieels 3, 6, 13, 14. 15. 16 and * 8 of 18, of Product Evaluation Dccumicni
<br />(P.E.D ). drawing No 20-175.
<br />6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS.
<br />Shalt be strictly it, avo;vrdancie with General Notes and Components indicalve on
<br />sheet I and 7 of 18, of Product EvaluaWn Doctimant (P.E.D.), drawling No.
<br />20-175.
<br />Anchor specifications Shall be as indicated on sheet I of Is. of Protio,7.:
<br />Eviallooistion Dowiterooll (P E D ). drawing No. 20-175.
<br />7._LIMfTATMS_ANQ 00NDITIONS OF USE;
<br />7.1 Shbit bill ItifleflY if) 00implolln" with General Notes No, 1, 8 thru III, indicated
<br />on sheet I of IS of Product Evaluation Docur" (P.E.D.), drawing No. 20-175
<br />PfocParied by "t eco. Inc. wv signed &rod sealed by Waller A. Tdlil, Jr P E
<br />7.2. Product shell not be Intnatilood wethin t4IGH VELOCITY HURRICANE ZONES
<br />as cefirted en Section 1620-2 of the Flonda Buoidinu Code
<br />7.3 Ptoaucl shat; onI,j be insial,ec int(i Poured c-cioncrote, concrete biock, and
<br />Arvid trzoirm struclunis
<br />Product Evaluation Report portipargid UY Waiter A Totlit, Jr., P.E. fFicoricla LA;umiq,
<br />No. 44167), President of Tiltecci, Inc (Flo,jda CA-0006719)
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