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<br />TRAJT TESTING a ENGIMEERIAIS OOMPAINY
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<br />PRODUCT EVALUATION REPORT
<br />REPORT Ill 20-0728.01
<br />DAI AjIly, 28, 2020
<br />PRODUCT CATEOORY: Shulfters
<br />PRODUCT SUB -CATEGORY- Slal Piernito
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PAKEL
<br />MANUFACTURER: Q)W2ALP1d*l:d01LFtodudro1M
<br />46M S.W, 51 Street
<br />Davis, FtorfldaS3314
<br />J-P-URPOSE OF EVALUATION;
<br />This is a Product Evaluation Report Issued by Wallil A. T1111t, Jr., P.E. (system
<br />ID # 1906) to ther Global Protection Products, LLC, Rule ,Chapter No.
<br />61 G20-3, Method I D of the Florida Department of Sual ness and
<br />Prollesslonal Regulation.
<br />This product is beirg issued an Evaluation Report as described herein, and has
<br />been verffied for compliance in accordance with the 2020 Seventh Edition of thRoo
<br />Rrsiridil; 8ultdIng0'oldia,, arld to vil that the projillct is for the pu�pasR nliended
<br />at least equivalent to that required by the Code.
<br />Tho; Product Evajurl Report shall be subject to Review arid neReJeein In case clol
<br />a Suildrigi Code change that may affect Its limitations and conditions
<br />2, EMENP.E.MMITTEM
<br />2.1L P ED _9"A UATION DOCUMENT (P&Dj:
<br />.-CT
<br />Dravring No. 20-176, tibed "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheate. I thru, 26 of 26 prepared by T�Holco, Inc,; slIgned andsealed by Vialtor A�
<br />TINA, Jr., P,E,� dated 07i28I12020. This drawing Is an integral Dart,Al
<br />Evaluation Report, -,I'll, - pil",
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<br />2�- TEST -RE POR17$:
<br />Large rnisol �mpl and facguel it'A-rid tests weiiie Performed Under PPOROCOiS TAS
<br />�
<br />201, 203 as per section 1526 oftlas Florida Suitcling Codol Uniform static loads
<br />as perTAS ' 202 Protocol. Test, reports prepared by Hurricane Engineering &
<br />Testing, frv� , iteplorts 9 itil 5(ty, dated Litilip,g1r,11 jy: r l
<br />, ;), ieqof�.57 0 del ed ni J9 it�
<br />91 � 9l,,J,JL, , 9 i
<br />9,96-T30 dated 091201,11,196: all three signed and sealed by Hector fil Medina,
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<br />P.E-, Fene-stration'testing Laboratury, Inc-reports92034-clated D41=15i'19918and
<br />Rf 2126 dated "I 0/10,511 08 witrIeteod hill, Gil tie, rt Ditirric,irld. P �F_ w ... Id Report No
<br />()Vii.01-0_0� dated rell 4, 2009, signed and seated by Edmundo Largaltapal
<br />P.E. and Henry Hatepilm, P.P_
<br />Tajisllle� test report No. Ty��M-197 ey 00 I'vietallurgicie, Inc.. dated March 13 2009,
<br />� ,
<br />signed and sealed by Frank Grate, P.E.
<br />ZAI _$7RUCTURAL ENGINE UQULATIQUI,
<br />Or, 20 Gage Galvl Steel Storm, Panel for max9frimm pal length vs. design
<br />'
<br />Al load, as well as maximum anchor spacing vs, design irvfnd load and panel
<br />'
<br />length hased on ratloP4 and cornpartillve ansolvais, end �ri accoril with
<br />sWion 1616 of the Flonda Building Code. Caiculatj=6 prepared by Titteco, Im,
<br />dated 1 1103JO8 and Q' X1 ?J15, sipried And sevoll by Walter& T�N(, ,K, F E,
<br />I MISSILE IMP -AM RESISTANI-CFE:
<br />Large missile impact under section 1625 of the Ffinnilm Building C'ode, as per
<br />I'AS 2fil pfrAdcol
<br />4,01,11) LOADS RIE$I$TAhLQ�,
<br />20 Gage'Galvanized �IiNer�lf Storm Panel has been iel,affied to sustairi wind
<br />. .
<br />pressures, Maximum Panel length shall beas in(ficated on sheets 8 lil
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P,E.D.), drawing sio
<br />20AX Mal,ximurn Anchor 5pacirieshall be as Indiloatelilon sheets B, TLA, �0,1i,
<br />14, 15, 17, 18, 19, 20 25 and 20 of 2M of Product Evaluation Oocurvent (P,E.D-),
<br />drawl No. 20-17C
<br />5_._lWTALLl`
<br />Installaticin shall tre perforined strictly in accordance with details indicated ori
<br />sheets 3 thou 7, 1 0 thru 20,23, 24 and 26 of 26, of Proculd rivalustion Document
<br />(P-E.D.). dralwing No. 20-176, Minimum separation to glass shall be as
<br />Indicated on sheets 8, 14. iG, 26 and 26 of 20. of Prol Evaluation Document
<br />(P� E� D.), dralivirlop No. 20-176.
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<br />Shal, tie lerictly In accordance with General Notes and Components indicated on
<br />shei I 1, -7 and 22 of 26. Of Product Evaluation Dacument (RE-D 1, drawing
<br />Nicl.;FO-176. Anchor specifficatiltIns shaN be as indinail on sheets I � 7 and. "I Cie
<br />26, (, T Product Evaluation Document (P.E.D.), drawing No. 20-17C
<br />7. L�M,ITATIOW��AND--�ZOND-MON&-(),r---MC-;
<br />7.1. �",hall be strictly in compliance with GeciAeral Notes No. 1, 8 thru 14, indicated
<br />an slipet 1 of 26, as veellas General Notes #1 thru 4 and 1 1 ths u 16, mdIcallad
<br />on sheet 21 of 26 of Product Evaluation Document (P. E. D-1. drawing No. 2LL176
<br />prep-ired by Tiltel Inc. and signed and sealed by Walter A Tillit, ,IF,, P�E,
<br />7Z, � Iroduct may be installedwithfn HIGH VELOCITY HURRICANE ZONES as
<br />clieft A on sect;on 1620.2 of Me Florida Building Code�
<br />7.3. �Iroduct shall only be Installed Into poured concroll concrete block, and
<br />wool frame structures.
<br />Pr -,A xt Evaluation Report prelparou d by Walter A- Tilla, Jr., P.E. (Florida License
<br />Nor 44167), President of Ttltscu� Inc, (Florida CA-009719),
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<br />"VA! 44ED STUL STDRU PANEV DRII M176 kRIEFOcrIll 2D47'AO1
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<br />WAI.TEILA. TIUM 11, PE� - tiftw4gool.com
<br />MODUCT EVALIJAMN-R-EIRMT ,,T " I �_�_ IN. 44 of -
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<br />REPORT NO.; 204727.02
<br />DATE: July 27, 22,020
<br />PRODUCTCATEGORY� shishers
<br />PRODUCT SUB-CATEGIORY: Storm Panels
<br />PRODUCT NAME� 24 GAUE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: ,r,lQba!-Fyp.l�ec.tto-ttr�r,Qd.vp,ts, LLC�
<br />46LIO S.Vjil 51 Street
<br />Davis, Ftanda 333 1 4
<br />1�-FV.R_K01%E OF F-VALUAMN;
<br />Thra is a Product Evaluation Rll� lx�,rt htsuald by Walter A. MI Jr, FITE. JSyetlar
<br />ID 4 1906) to the Global Protection Products, LLC, Ruis Chapter No.
<br />84.1320-3, Method ID of the �lorlda Department of Business and
<br />professional Regulation,
<br />This product Is being issued an E-valulaoun Report as described herein, and has
<br />been verified for compliance In accordance with the 2020 Seventh Edilicin of the
<br />Flodds Building Code, and to verity that the product is for the purpose interided
<br />at leasi equivalent to that required by the Code.
<br />This Product Evaluation Reporl shall be subject to review and re'vision, M case of
<br />a Bul" Code change that may affect Its limitations and conditionss
<br />L.FYININICE-15A1113141'
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<br />I-PROJIMU -TF-VM.,A-TIQN..PQ-C-UMFN.I�-.tP,E�JD.):
<br />Drawing Nor 20-175, titled '241, GAGE GALVANIZED STEEL STORM PANEL",
<br />sheels I thru 18 of 18 prepared bv Tilte-co, Irl signed arid sealed by Walter A.
<br />Tillit, Jr , P�E,� dated 07i2712020. This drawing is an inte RIM ��Irz ,I 'III 11 I S
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<br />Large missile Impai � - - e performed under SSTD I 2-DQ_ ,Rtandard as
<br />pet section 1609, -I 1 duildimgCode Uniform Static loads as per
<br />�_ecltion 1709�81j P' �_ 11 : TeStreports Pracared ITy AuTeric;,in Testipq
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<br />Lab of South FoRcrid I ! ,., � I, ' I W�01, datimlr� 3,3.!11,i02, viltnossled by 1A�Tiarn
<br />R_ Manner, P.E-, E .; i-� iwk-iruz. ,-',F. anid i-lenry Hattem, P.E. and RerT - l',�b.
<br />0219.01-09� defe _�_71! 1 : � '_ _199 signed ail &aaleic L.I, F, li� c i I
<br />Largaespada, P.'L � I I , - I, �ii P E. Large rriissill;,� irripav
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<br />loadingA per Pro' = L I - �_,! _� --tion ,lFi��- - � � ,;
<br />Building Code, Tesl _: :, , . 1, _:, -_l7aeflnyL-; I ,, . i J "j,
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<br />Report No. 1 1 23,01 , I Z'�(� �'�:' I � : I I:rJL 1---ignadafoi � - � � , 17:�.
<br />Gorlzate� RE.
<br />Tensile test reipurt �,,�, ' T 1 4-'l'C[Il� ��h prgical: I nc_ ll March �i 1- � l, I,l u�g,
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<br />2.3-MV.0-LIFALL EK-31RUR-IffC�1 �� l- T101M
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<br />wjnd load, as well a,'l rrinxinriorn �Imchor Spacing -,� eI �;,-- w,� 1, �� 1�ad and painel
<br />length based on ral _nd cf)rnp;;Irativ�e an,�3 , * I I - ; daf-iCe 011th
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<br />3-IdISM11EIRRACT -RES-ISTANCe.
<br />Large missile IrnpactundurfieGtion -I�� TT , 2 f4 th=- Hovda Sui --
<br />" . I lding Code, as plar
<br />SSTD 12-99 Slanitl&d and TAS "�()'
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<br />Presf,ures, 10axinil panel leng-th s, I iL� I !�:d oil sheets _'_ 9. iff I 1,
<br />T2 and 17 of 18 of Fr I. - � 4�'J I T' r, 1
<br />- � �� I I !:).;, drawing No. 20-175.
<br />PlAaAlmurn Am,, or Sq , I 1 :11 � , : 11,1)1'� Lo-,f�Ants 5, el J(ll I 1, 13 tillrulti
<br />and IS of 16, of PrF I I r �= " :1 L' � . 1�� �_�il' (P E11), drawing No. 20-175,
<br />24 (7lage Galvanized Sill Storm Panel has oearri verifled for code corriplial to
<br />wvk as a rjorq�Roriclls 1!A
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<br />'�-�lori shall be perdermed swrictly in -accordance wifil details indic-ated on
<br />I . �r_l L�, tll F�l 12 11"tru 18c,f 18� of Prucluct, Evaluation Document (P.E.D.),,
<br />-awing No, 20-175, Wimlirniurri eliparation to glass shall tie as �TT�Jljcursd on
<br />7 .- �!, ,-- ,�� 13. 14, 1 5� 16 orld 1 8 Of I S. of P�odur,t Evali,ation Document
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<br />- �iawrol No- 20-175.
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<br />�. M-`TERIAL CH,�,R-AQ.T,e".TjC-$..ANQ.$KC,tFIC�ATIONS�
<br />SPIAW be sillillAft in wicrcirdeox,e with General PJillit3s ariell CoIrpItmenis indicated or"i
<br />all -1 -no 2 rill 8, of Piroduct Evaluation Donurnew !P.E.D.), dravl No,
<br />10-175�
<br />_11.nclio� spe6ficiaVuris �Ehad be as IrldleCted on sheet I of 1 8, of Product
<br />EVelluelivin Document (RE D.), draviring No. 20-17 5-
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<br />irn�IlEip-,.I,jl-'�RlilprL,O.JctEvatuabont)o-ct4mentiPED,�-IrawingNo.20-175
<br />preparad tl�
<br />y TiRero, Inc. and Oynotic and staI by WallerA. Tidill, J� P.F�
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<br />7-2. P(EIdac! shall not bi- iostalled within HIGH VELO11rY- HI -1 RRICANE ZONES
<br />as defiried oil slee�,,tll I 6202 of l Florida Buikling Dude,
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<br />7 - nil rete
<br />I �a_ Produo-t shelf only be instl into poured concrete� - . c block, and
<br />wi:od frawe structurw�
<br />Product Evaluation Reportarepartel by'OValter A Tiflit, Jr.. RE, (Flotida Licerisll
<br />Ill 4411e7j, Firasicient of-Fitteco, Inc (Plains CA-0006719)
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<br />Plans Review completed and 6ppri
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