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<br />PRODUCT EVA ATLOINARIEPORT
<br />U_ -
<br />REPORT NO,; 204728.01
<br />DATE: July 28, 2020
<br />tilItcizz-za T_C�,M
<br />t'j,ru'di 'It'-
<br />, '�F ,
<br />1dLC,1L.-, INTO',
<br />PRODUCT CATEGORY:
<br />Sh"fters
<br />PRODUCT SUB-CAT15G011,
<br />Stcwm Panels
<br />PRODUCT NAME�
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: obli P-m4ami on,piCoductill uc�
<br />4600 S.W. 51 Street
<br />Davie. FjorId*33314
<br />1-FURPIOSE OF E�VALUATIII
<br />This is a Product Evaluation Repcirttissued by Walter A, Tii Jr,, P.E. (System
<br />ID # 1006) to the Global Protection Products, LLC, Rule Chapter No.
<br />6111320-3, Method 10 of the Florida Department of Business and
<br />Proftsisional Regulation.
<br />This product is beling issued an Evaluation Report as describecherittin, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to varify, that the product is for the purpose intended
<br />at Real equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Bulking Code chancle that mal affect its limitations and codindirtions
<br />?-__EV_j _bEN_Ca_6MMAMT M.
<br />2.1. PR_OIQUqT_EyAL1JA'nON DOCUMENT tli
<br />Drawing No. 20-176, titled "20 GA43E GALVANIZED STEEL STORM PANEL",
<br />sheets 1 third 26 of 26 prepared by'rillisco, lnc,,�,Mqned and sealed by WW-tar A.
<br />Tilift, Jir�, P, I dated 07128121i This drawing Is an Integral part of t1lis
<br />Evalusilion Report. ,ts,
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<br />I N.W. 36th Strwt-. Suite 305, Miami, Florida 13166 - Phurie, (305) 871-1530 -
<br />MQU)MLEIT,k], UA__fDu,NLBLkQR!_LNU_1"!MM 2
<br />2�2_TESTRFFIORTS:
<br />S.arge mi,Esire inipact IFI fatigVel.->ad tests were perforinned under Prol Qj-T TAS
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<br />2GI � 20�-� as W section 1626 -7 lh%-- Florida 50ding Cil Uniform sta' Ic loads
<br />as I TAS 202 Protocol. Test relowls prepaired by Hurricane Engiii-ilafffing &
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<br />Testing, Inc., Reports Ir 96-569 dated O&GO/1,f06, rifi(3-570 oali��qid (lidATE i Sil,DPCI,
<br />V96-T30 dated 09,120/1996, sit three signed and soaled by Hector li.l. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports #_9032 dated 04!16j1g98 and
<br />ft 2126 dated 10/10,51998 witnesCied hy Gilbert Manxtrid, RE, and Rell 10
<br />0210.01--W dated March 4, 2009, signiad and 4TROTIaTT by EdnEUd"ElD i �lHf]TEIIFTSPadlll�
<br />P E. and HPInry Harlem, P-E,
<br />Ted bi napvid No. 9CM-197 4)�I` QC, i0scifliorgical, Inc, E-,Iaited March -13,200,),
<br />signed and soalad by Frank Grill PlEr,
<br />"��STRUCTIURALI ENGINEIESMr-�CULIIIIII
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<br />Old 20 Gatfe GaftranE�cd Steel Storm Purl tor mixfir-I panel length ANR. dti a
<br />crind koad as "VelI z_q maxbrium PEricticir sisEclvid,L LiPiL. desigit ATEnd froad Ldrid ftdiindPil
<br />1.l g ,
<br />length b.as-ed on rational and comparative arrQ!vsi,,A, andf To accordance Taith
<br />section 10-46 afthe Florida Burkina I - Caiculziflons itrapaw'. by Tiltt��C.ril inc .
<br />rfale,4111103i and0-3/12,115, ftned end doEalindbyVialiti Tillit, jr�, P E,
<br />3__W_$=SILE INIPACT-RF-SIS -
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<br />� i rinkis-ille iii under -.-action 16-26' of the Florida Building C`o,11I as per
<br />1=0 s�EE
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<br />TAS 201 Protocol
<br />4. WND LOADS RE_$LS AN�',b
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<br />z_Q Gage GaivanizedSteef 6-1,�rrri Panel has been vianficid to sustain wind
<br />pressurnis ma�dhild panal lei-th shall be, flki IndicalLed on sheets & 1.1 14, 15,
<br />16,19� 25and 2lli of 26 of Product EvaltiLatior, Docurnenif (P F.D.), drawring Iddlo,
<br />20-176. Mai-ximurn Anchor SpIal shall be as Indicated on shoots 3, 9_ 10, 1 1,
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<br />14,15i 1 7. 16, 19, 20 25 and 26 c; 26, of Product EviEiluatron Document fls�E.D I,
<br />dinfrerifing Nin,20-176,
<br />5- TALLATIQN-
<br />installation strall be p rforriTterd strictly in accordance with n-'etads imicated on
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<br />fP.E,D.,,, drawing No. 20-176, I'villnirruw i;eparanori to Qlass shelf be as
<br />Indicated on sheets 8. 14, 16 25 and 26 of 26 of Prol Evaluation Document
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<br />Id .E.D.), Irewill No. 20-17II
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<br />C MATE-SAAL-C-HARACIERIUICS AND SPElQ1EJ_Q'ATl_0_N_$_,
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<br />Shall be strictly in accordard riddl-T General i and ConOponents itidic-ated on
<br />sheet 1, 2and 21 Qf 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor speollficautons shalt be as Indicated on, sheets 1, 7 and 21 of
<br />26, of POoduct Evildinflon Document (RED.). chadeling fill 20-176.
<br />7. LIlMJ.TALT1QCN$ AN.D_CQNVITM$. OF LIU-
<br />7-1. ShaU ti striefri ill compliaore wil General f,votas N , , indi ed
<br />i - ci 1� §3 thru ! 4, t
<br />on sheet 1 ol 26, aq well as General Notes # 1 inni 4 anc 1 1 thru 16, fndicalled
<br />on slieet 21 of 26 of Product Evaluation Document (P. F D.), drawing No., 20-176
<br />prepared by Tfhem, Inn ano signed and sealed by fiffaltor A, Tillill P,E,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on ,ect"Din 1620.2 ot the Florida 8widing Code
<br />7.3, Product shall only be installed Into poured coincruld, concrete block, and
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<br />w,) a d fret rhe -q n x lure S.
<br />Product Evaluation Report prep,ail uy Walter A- Tillh, Jid P E. (Florlda Licansil
<br />No 44167), Presidentof Tifti Ific. tFlorida CA-000-6719),
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<br />ViyAUIR S IIC_11� !!L,:'E 11WOUCT R T
<br />A _-EVALLATION -
<br />_ __E"J�
<br />REPORT NO. �
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODI CATEGORY:
<br />snuders
<br />PRODUCT SUB -CATEGORY,
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANVED STEEL STORM
<br />PANEL
<br />MANUFACTUPil
<br />(Acil
<br />bi -,,a.l.Fl-o-tec-,tit�-n.Pro�dii�rtp:.,LL�C
<br />4300 S.VV. 51 Street
<br />Davie, Florida M314
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<br />'I Pr :�-.,Is:;� A'.-r
<br />" � LI.II, � __]`16�1 ,
<br />1. PURPOSE OF EVALUAILO .
<br />N,
<br />Thisis a Product Evaluation Report issued by Walter A. Tillit, Jil P.E, (System
<br />ID 4 I 906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61 G20-3, Method I D of the Florida Deparlmild of 8 usl nuros and
<br />Profiessitional Regulation,
<br />This product is being Issued an Evaluation Report asoracrill heril and has
<br />bean varIfied for compliance in arx,ordance with the 2020 Seventh Edition of the
<br />Florida Building Code, add to verify that the product is for the purpose intended
<br />at leas, equivalent to that required by the Code.
<br />This Product E,jailuation Report shall be subject to review and reAsion lri base of
<br />a Building Code change their may affect its limitations and conditions
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<br />2.2-TEMEPORM
<br />Large missile impact load teststsers performed under SSTD 12-K standard as
<br />peir section 1609.1-2 of the Florida Building Codal Uniform static loads as per
<br />Setation 1709-til per ASTI E-330, Test reports prepared by Atinarican Testing
<br />Lab of South Florida, Report# 0814,01-01 dated 0311 IfO2 witnessed by William
<br />R__ Meholl P,E., 8orL-- Morrid P.E, and Henry Hattem,, P,E. and Report No�
<br />02119.01-01_-� dated February 25, 2009, signed and sealed by Edmunclo
<br />ada, P.E. and Henry Hattern. P.E. Large missile impact and cyclic
<br />loadings per Ptotoovl- TAS 201 & 203 as per section I 609.1 2 of the Florida
<br />Building coll Test ii;port prepared by American Testing Lab of South Florida,
<br />Report No. 1123,01-10a dated November 23. 2010, signed and sealed by Julio E.
<br />Gonrzale7, P E
<br />Tensile test report No 19CM-198 tj OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Gradle. P,E, as per ASTIM E:-8 and Tensile Test as
<br />per i Moliallurgical Report No, I OKM-1 3i8, dated December 1 F 201 0 signed
<br />anFjEAoaied by JerrIfIfinutrialoo, P�E. as perASThil E-&
<br />2-1 �STRUllZT-URAIL M NEERili ACALCULAT]IiMS;
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<br />24 Gage GalvadryLzad Steel Storm Panel for maximum pari length vs. design
<br />wind foad, as well as roaximum anchor spacing its. design wind load and panel
<br />length based on rational and cornparative analysis, and in accordance will-i
<br />section 1604 of the Florida Building Code- Calculations prepared by Tilteco,
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<br />);-to � dated 12' '18110 and 08/2711. tfor this revision), signed and sealed by Walter
<br />A `Filli P.F_
<br />3. MISaILEAPACT RMISTANCE,
<br />Large missile impact under section 16091 I2 of the Florida Building Co. de, as per
<br />8STD 1 2-99 Standard mid TAS2P! �
<br />4_�VWWL0_AD_.1Ii �El TFIII
<br />24. Gage G,ahiian�zqtl Steel Storm Panel has been verified to sustain wine
<br />prossures, Maximurn panel length shall be as indicated on sheets 3, 9, la, I 1,
<br />I 2 and 17 of 1 8 of Product Evaluation Document (P.EM ), drawing No. 20-176.
<br />Maximum Anchor Spacing shall I---- as indicated on sheets 5, 9, iii 11, 13 rbru 16
<br />and IS Of 1,91 of Product Eliddiffluefford ("Cix!tOrinent (RE.D.), drawing No,, 20I
<br />24 Gage Galvanized St." Storm Panei has Dean verified for coll compliance to
<br />iiiii-cirk as a norF-porous snarm shutter assembly, as il SSTD 12-99 Standard.
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<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (Il
<br />drawling No. 20-175 Minimum separation to glass shall he as indicated an
<br />sheets 3, 6� 13. 14� 15, 16 and I 8 of I 8, of Product Evaluation Document
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<br />B. MATERIAL C_MA_W1MTjC_3
<br />_AND ,SP E C jF tZA
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<br />Shalt be strictly in accordance with General Notes and Components iruddicated on
<br />sheet I and 2 of 1 & of Product Evaluation Document (P,E-D-), drawing No.
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 1 B. of Product
<br />Evaluation Document (P.E.1i drawing No. 20-175-
<br />7- LWITADQN-5-ANJE-1-CAMM
<br />7A Shall be strictly in compliance, with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 'IS of Product Evaluation Document (P ED,), drawing No. 20-175
<br />prepild- it,- Tifteco, Inc. and signed and sealed by"Olialler A. T.3M, Jr., RE
<br />7.2, Product shalt not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined nrO w.tion 16202 of ins Florida Building Code,
<br />7-3. Prouto-ol shall only be installed into poured concrete, concrete block, and
<br />volood fares structures
<br />Product Evaluation Report prepared by Walter A. Tfillit, Jr., P.E. (Florida License
<br />No, 44167'r, President of TlIteco. Inc. (Floods CA-000i
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