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<br />itEPOR'T N0- 2e-0T2a.e1
<br />DATE. � A 2020
<br />PRODUCT CATE00". 3hu0 rs
<br />PRODUCT SUB-CATF¢GM: Storm Par"
<br />PRODUCT NA M.- W BAOSi GALVANtMO STUL STORM PAWL
<br />MANWACTU*Eft =
<br />4W S.W. 51 Saw`
<br />Oavio. Ftorlda99314
<br />1. PURiiDSE OF lrYALUAMN:
<br />This is a Product Evaluation Report *44md try Watts► A• T K Jr, P.Qm (System
<br />10 N 1906) to the Global Protection Products. LLC, Ruts Chapter No.
<br />41G20-3. Method I of the Florida Department of Business and
<br />Proffesalanal Rapaladom
<br />This pro" is being Issued 60 Evaluation Report as described herein, raid has
<br />been verified far mriildlsrtoe in a0c rdance with the 2020 Seventh Edlion of the
<br />Florida Building Code, and to verify that this product is tar ttie purpose 'ntsnded
<br />at bast Mptialant to that Mouirtild by the Code,
<br />Tien'Product Evakia m Report shell be out0d to review and nevbrion inottesof
<br />A Bu:1llling Code OMW dui may sfPad Its 2rt+tations and conditions
<br />2.
<br />W. PROW" ALUATWN DOCUMENT (PJE iU
<br />Drawing No. 206176. titled "20 GAGE GALVANIZED STEEL STORM PANEL".
<br />sheets 1 thru 26 of 26 prepared by Tiilaoo, Inc.: signed and sealed by Waiter A-
<br />Tillit. Jr.. P. E.; dated 0712812020 This drawing is an integral part is
<br />Evaluation Report
<br />r�1E� A T'�Vt
<br />44167
<br />;,,' '':: , 4.. * I ak
<br />,e -�_ ..
<br />63' 5 N.W, ?'bills S Spam Sure: Mituni. Fit*"11166 - t°buze: (305) $71-iS.V • e r r t
<br />"ativict Lr V.L 4.ffttr 0 '�e:iBJll I
<br />TEST REPORTS:
<br />Large missile +mpact slid fa1'agtte load tests'v ripre' performed Lndair Peoloty T,
<br />201. 203 as pet section 1626 of the Fkxlda Building Cm* Untforoi ttlatlt toads
<br />as per TAS 202 Protocol Test reports prepared by Hurricatle Engines=mg ,t
<br />Testing. tic. Reports M W589 dated OB1050998, rlW$70 tialVd 0$1f871998,
<br />P%-T30 dated 09120/1"6. air Wee signed and sealed by Hector M. Madlna
<br />P.E , Fe•iotitratioei Te*U% Laboratory, Inc. [/aprons s 2032 dated 04-16:19-N and
<br />a 2126 dated 10rD3;1998 :vitnessaid by Gltber, Oiarrond. P.E and (Report No.
<br />0219.01.03. dated March 4. 2 . aid and seated by Edmundo 1- gaospataa.
<br />P E and Hemy Hsttem, P E
<br />Tensile taslt nWQrt No. OW-197 oy OC Metallurgical. Inc.. dated March 13. 2000.
<br />signed and tolled Ny Frank Grata- P E
<br />2.31. STRUCTURAL ENt EERIX C`A CULATl!ON3.
<br />On 20 Gage Galvanized Steel Storm Panel for maximum penal IArlgth vs- design
<br />wind bad. as well as maxartwin ancror spoCing vs 'design wind lead and panel
<br />length basec on tatianal and comparative analyses, ants :`r accordance with
<br />section 1616 of the Florida Stnkfing Code Calculations pnapared by Tikeco Inc,.:
<br />dated 11103MB and 031' 2i15, signed and ire alyd by Walter A. Tidlf, Jr., RE-
<br />3-M II(iE'Aia-.RI SISTANCE:
<br />Large mlealle, Impact under lectku°I 1026 of the Florida Bul dhlg Code as per
<br />TAS 201 Protocol
<br />4. WIND Loans RESOTANCL-
<br />20 Gage Galvanized Slen-1 Storm Panel has Doan varlfied to sustair wired
<br />pre mires. Maximum panel length WW. to as Indicated on 5tt4e13 8. 1014, 15-
<br />IC 19, 25" 26 of 24 of Pmdua Evaluation EXCument (P E 0.). drawing go.
<br />20-176. Maximum Anchor Spacing shall be as Indicalasrs on shoats 8, 9. 10. t 1,
<br />14, 15, 17. IS, 19.20 25 and 26 o` 20, Of Product Evatluatm Docu . N (PEE 13.).
<br />drawing No, 20 ill.
<br />5. WALLATI:
<br />Ir+stallation shall be pat`Drinedl strictly in rtccordonco winch dots its Indicated on
<br />5110,111111 3 thru 7, 10 "WU 2C 23,24 and 26 0126. of Product Evaluetatn Dowmem
<br />(P.E.D.), drawing No. 20.170. Minimum t:eparalion to glass shall tie as
<br />trtditaltsd on sheets S. 14, 16. 26 and 26 of 26 of Product Evaluation Document
<br />(RED.). drawing No. 20`1To.
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<br />S. MATER1AU1,.C¢I'1AIiACTE ISTiCS AND SPECIFICATIONS;
<br />Shall be strictly in a000rdame with General (Notes and Componer43 indiwetl on
<br />0itiot 1, 2 and 22 of 26. of Product Evaluation Document (p E.D ), drawing
<br />No.20-1178. Anchor spoclacation>s "I be as indicated on'$fleets t, 7 and 21 at
<br />26, of Product Evaluation Documars IRE 0.). drawing No, 20-175.
<br />7. LIMITATIONS AND _CONDITIONS Of USE;
<br />7.1, Shill tic 11(" In QMPIWK V with General fronts No. 1. 8 pxu 14, indiwiscl
<br />on Street 1 Of 26. as WC41 as eeriest Not" P 1 thru 4 arts 11 thru 16. indICa l
<br />on sheet 2/ of 26 of Product Evan (P E D.), drawing No. 20-17a
<br />by TMte6O. itmd• and signeG and sealed by Walton A Tik1. Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On Vwfm 10' ,2 of the Flonda suildirq Coot.
<br />7 3. Product shall only t:e installed to pocalurd concrete. ounerate block. and
<br />wood fra'ne structures.
<br />Product Evetualion Report prepared by Waiter A Tilt. Ju. P E (FiDMa License
<br />NO 44167), President of Titleco, We fFbAde Gil-00067191.
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<br />TUrT TESTING s Efirf INEERI CORtPAAfM
<br />REPORT NO.. 20.0727.02
<br />DATE: Judy 27. XX
<br />PRODUCT CATEGORY: Slams
<br />PRODUCT SUS -CATEGORY- Storm Paruls
<br />OIDUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PAWFL
<br />MANUFACTURER: 610" Protection ProdUcts. LLC
<br />4800 S.W. 5T Street
<br />Devie. Florida 33314
<br />1. POSE OF EVALUR_►TK
<br />This is a Product Evaluation Resort issued by Waiter A. T1tliL Jr, P.E. (System
<br />10 a I006) to the Global Protection Products, LLC. Rule Chapter No.
<br />61020.3. Method 10 of the Florida Department of Business and
<br />Professional Regulation
<br />This product is being ixsued an Evaluation Report at; described harem. and has
<br />been verified for cornptiarddo in accordartiote w- trl fi'1ri 2020 Sovonth Edition or the
<br />Florid* (3uildIng Code, and to verity that alle, prod+awct is for the pu,pm intended
<br />[Al least equivalent to that required by the Code
<br />This Product EvaMeat o,t Report shag be subject to review and revision 4'n cm of
<br />a EkACode utango that may affect its knrtaborls arid reambons
<br />-_PRODUCT EVALUATION DOCUMENT (_P.E•0.):
<br />Drawing No. 20.175. timed *24 GAGE GALVANtZEO STEEL STORM PANEL',
<br />sl'iettits 1 thnl 18 of IS pirw aced uy Tdt000. hie.; signed and sealed by Walter A
<br />Tniit, Jr , h E.; dated 07r2712020• This drawing is an rrlt Ahp�i bi is
<br />Evaluation Report ? i,Et ..:. 14 ',�,
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<br />2.2 TWIT "PORTS:
<br />le l Low rtlpact load tests vrere p!ea!fomrltd under SSTD 12•00 standard as
<br />aectlK#1 f1091 Florida
<br />Pat 2 of rile Btsltding Code. t1r1Zo►en stark loads as per
<br />Section I T(A.A-3, per ASTM E-330- Taet mportl pteparad by American Testing
<br />Lab of South Floods, Reportill 0614.01.01 dater! 03M IX2 wunitseted by Wolam
<br />R. Mehra. P,E.. Boriz Moroz. P.E, evict Henry Hsttem, P.E. arc. Report No.
<br />0219.01-09. dated February 26. 2009, signed af)d sealed by Edmundo
<br />Largoespoda. P.E. and Henry Haltom, P.E, Large missile impact and cyctk
<br />loadings per Pro;ocds TAS 201 A 203 as per secoun ' 509.1.2 of the Flonds
<br />Suildino Code. Test Report proved by Amerobn Tastln4 Lab of South Florida.
<br />Reporl No. 1123.01-10, dotod Novennber 23, 2010, sigreod end sealed by ,lose E.
<br />C.onzaitz. PE,
<br />Tensile liest report No. 9CM•198 by OC Maltalkargocak inc., dated Match 13A 2009.
<br />slgred and sealed by Frank Orate. P.E. as per ASTM E-8 and Tensile Test as
<br />per CSC Motefluroteat Report No. 101(M-1318, dated Docombar 1. 2010 signed
<br />and swelled by Jerry •Mrvbfuto, P.E. as per 1ASTMI E-S.
<br />2.3.-STBLKYWAL ENW&FA +6.,C!¢ALDU
<br />On 24 Gago Gelviintz d Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wel as maximum archer specerig vs. design wind load and patlal
<br />length based on retlanai and Comptoretive analysis• and in accordanice with
<br />S"don 1004 of the Florida Sutldirg Code Calculation* prvpwilid by TAteco.
<br />Inc., dated 12115/10 and 06/27113 (tor this revision). signed and *"to by Wetter
<br />A T-itfl, Jr,� P,E.
<br />3. NIM N E IMPACT RE313TANCE:
<br />Laltpe miss" h ripaef under section 1809.1.2 of die nordrl St iidktp Code, as per
<br />SSTD 12 99 Standard rnid TAS 201.
<br />4t,NKD LOADS REM-TANCE:
<br />24 Gage Galvanized Stoat Storm Par►al has been verified to sustain wind
<br />pre Maxinwn panel length stroll be as Indicated , on atiaots 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Doctnntnt (P.E D. ). drawing No. 20.173.
<br />Maximum Anchor Spacing sham be as indicted on them 5. 9, 1Q I I. 13 thru 18
<br />and 18 or 18, of Product Evaluation Doak (P.E.D.). drawing No• 20475.
<br />24 Gage Galvanized deal Storm Panel has been verified for w" camps lance to
<br />work as a nOn•poroua storm &*Ater assembly, as par SSTD 1249 Standard.
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<br />LINSTALLATIM
<br />installation shall be Performed strictly in aGcorda nce with delieits indicated on
<br />sheets 3 thtu S. 12 thru 1S of 16. of Product Evaluation Docunnent (P.E.D.),
<br />drawing No. 20.175. Minimum separation to grass .shall be as indicated on
<br />sheets 3. 6, 13, 14. 15. /8 and 18 of 18. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATERIAL. SANOMStiFK:ATEM;
<br />Shall be Strictly in vivoordimnim with General NIHas and Components kadicalw on
<br />sheet i and 2 of 18. Of Product Evaluation Doeumarit (P.E.D.). draWria No.
<br />36-t7fi.
<br />Anchor specifications shalt be as indicated On shoat 1 of Ia. of Product
<br />Evaluation Document (P,E.D.h dining No. WITS.
<br />7.1. Shelf be in Compliance with Gt4mwal Now No, 1, a ibis 14, in dlo"
<br />On tdseel Sol 18 of Product firolualion Document (PAD.). drsnug ft 20.1T0
<br />Prlt 0a red by Tom. Irm. and signed and sealed by Waller A. 711111. Jr.. P.E.
<br />7.2^ Product stash not be Inatdo c, within HIGH VELOCITY HURRICANE ZONES
<br />as aetlrted on section 18203 d the Florida Scalding Code
<br />7.3. Product shalt of be Installed into Poured concrete. concrete block. and
<br />wood flan structwsw
<br />Product Evaluation Reaper( prepared by WeNr A. TMIL Jr.t P.E. (Florida Lloase
<br />N0. 44167), President Of TiNaoO. Inc, (Florida 19).
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