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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO- 2"726.01
<br />DATE: J* 28, 2M
<br />PRODUCT CATEOM: Shuhm
<br />PRODUCT OLNEII-CATEOM.- Stwm Panels
<br />PRODUCT NAME: 20 GAGE "LVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global PmUmMon Ptoduan
<br />4800 S.W. 51 Streat
<br />Davie. Florida=114
<br />I - PURPOSE QFMALUATION:
<br />This is a Product Evaluation ReW Issued by Waker A. T111111k Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rulat Chapter No.
<br />GIG20-3, Method I D of the Florida Department of Buslnosq and
<br />Proftesliontal Reiguiletlon.
<br />This pmduct is Wing issued an Evaluation Report as described herein, and has
<br />been verined for compliance In accordance with the 2020 Sermth Edlition of the
<br />Florida Bvii1ding Code, and to verify that the product Is for the purpose Intended
<br />at least e0vallenl: to that raquInad by the Oode.
<br />Ttft Product Evaluationt Report slihall be subject to review aid revision In cm of
<br />a buftV Code dange that may affect Its limitations and conditions
<br />2. EVIDENCE JUINITIM
<br />I 2.t PRC)DUCTMU&TION DOCUMNI (I!,ED.J
<br />Drawing No. 20.176. Ned 00 GAGE GALVANIZED STEEL STORM PANEL",
<br />theaft I thru 26 of 26 prepared by Tifteco, Inc.; signed and scaled by Watter A.
<br />Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral part, , Is
<br />Evaluation Report. It IIIII
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<br />6355 N.W. 36th StreetI Suite 305, Mistni, Florida 33166 -Phone, (3 )871-1530- - 0 .0414 1 1
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<br />PROIDU 1KVALIU&UWUMr1?1MBU_M_VAM 2
<br />22-M-TREPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per secticNi 1626 of the Florida Building Cade. Uniform static loads
<br />at, per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing. Inc., Reports,1 9&669 dated 08109/1996, #W570 dated 09118119ge,
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />P.F-, Fenestration Testing Laboratory, Irv- reports # 2032 dated 0411&1998 and
<br />0 2126 dated 10/0511998 witnessad by Gilbert Diamond. P.E. and Report No.
<br />0219.01-09, dated March 4,2009. signed and sealed by Edmundo Largatespada.
<br />P.E. and Flenry Hattern, P.E.
<br />Tensile test repod No. DCM-197 by OC Methliturgical, Inc., dated March 13, 2000,
<br />signed and seelecl by Frank Grate. P.E.
<br />2"TRUCTURAL ENGINtiERING CALCULATLQft
<br />On 20 Gage Galvanized Steel Storm Panel for maxinnom panel length vs. design
<br />wind load, as well as maximum anchor spacing vs, design wind load and panel
<br />length based on rational and Comparative analysis, and �n accordance with
<br />section 161 6 of the Florida Building Code. Calculations prepared by Titteco, Inc,,
<br />dated 1 110,VOB and 03112JIS, signed and sealed by Walter A. Tillit, Jr., P E,
<br />3. MISSILE IMPACT 11931SIAN-M
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WND LOADS RESISIANQE6
<br />20 Gage Gaivanized Steel Storm Panel has been verified to sustair wind
<br />pressures. Maximum panel length shall beas Indicatiedon sheets B. 10. 14.15.
<br />16,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I i,
<br />14. 15, 17. 18, 10. 20 25 and 20 of 26, of Product Evaluation Oowment (PE.D.),
<br />drawing No. 20-176.
<br />&INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 1 0 ftu 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />inclkated on sheets 8. 14, 16, 26 and 26 of 26. of Prodict EvalusifiCin Document
<br />(P.E.D.), drawlinig Nc% 20-176.
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<br />THE ABOVE MT)MINK]l ITOGIC AS PER HURRICANE CNIGNEIEftor A TEST44 PAC REAWS 94-569. 96-WO A 96-130 AND C ii �. W PE"CTRATIO', Cr Arlon @VsArk'a SUALL BE VA, t/4' x SCREW, L�IED S�, FA I !/Z* Low, T,AV4UV
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<br />AS NYEU AS AMERICAN `� -_Q O( SUUTP FLORIDA IK1PON1 00216.01 -09. KS PrFI 'AS 20'. 1AS 20 AND
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<br />nft� ANCHORs SHALL RE IONIC E-01X.LH iO REACH VRE IANN STft-UFE BE..L. SUCH PANELS
<br />2 ALL 4LVW"M "TAU's" *0 BE 6063-T6 AC40T AND TrIOPER (LOILM OtHEMS1 NOTED) SEE SHW 2 ANC�IORAGE SHAU, CA AS KEWTONEC IN C 1) C )) * 1 4)
<br />1 ALL AtUUNRUW SINFET WET& USF-V A* C40SUPES SHAL HAVE �IDS14 ALLOT. (0) A-M 5M_ K �USTATXED FTXLG� ALI or lIq hIC"WW1P1�r- NRO �42U�WAI"�, C- "If QW�K!VII -FAC-17-4IFF
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<br />slKiNCTR 10 EACH WIDIALAR 5TORIT PANEL WH LENGTHS CWN X-11 7.ROCITN 1;1 .', A' , PER JECTIDNrI 6, A. 9 A 10 AW ALICRNATIVES PA.
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<br />6, MAIERIALCHMACTERISTI-CS AND SPEGFICAUM&
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />sheet I � 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />Not.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (RE.D.). drawing No. 20-170.
<br />7. UKITATKW D CONDITION"EUM
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet I of 26. as well as General Notes # I thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176
<br />prepared by 711teco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E.
<br />7.2. Product may be insialled within HIGH VELOCITY HURRICANE ZONES as
<br />delined on Section 162D.2 of this Florida Building Code.
<br />7-3. Product shall only t* installed Into poured concrete, concrete block, and
<br />wood frame Structures.
<br />Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License
<br />Nor 44167). President of Tilteco, Inc. (Florida CA-0006719).
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<br />O��. TILTECO ADMON RE -CORDS I P. E. REPORT 20 A GLOBAL PROTECTIOIN PRODUCTS. LLC � 70 GAGE
<br />GqVAA= STEEL STORM PANIF0 DRWG IN M174 %REPORT 12D4nb&
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<br />REPORT NO.: 20-0727.02
<br />DATE: July 27,2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB. -CATEGORY- Storm Panals
<br />PRODUCT NAME: 24 GAGS GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Otob#P"dmaLmprvdud$-LLC
<br />48DO S.16ii 51 Street
<br />Davie, Florida 33314
<br />tAnMOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Wafter A. 71111111, Jr., P.S. (System
<br />10 # 1006) to the Global Protection Products, LLC, Rule Chapter No.
<br />SIG20-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation.
<br />This ilooduct is being Issued an Evaluation Report as described herein, and has
<br />been veMftd for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />This Ptoducl Evaluation Reporl shall be subject to review and revision In case of
<br />a Building Code change that may aged its limitations and conditions
<br />2-EMPEKE SUBMITTEM
<br />Lt PRODUCT EVALUATION WCUMEN11P.U.),
<br />Drawing No. 20-175, fitted '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I thru 18 of 18 prepared by Titteco, Inc.; signed and sealed by Wetter A,
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inte.%* Qls
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<br />Large missile impact ,otx, *Iv�,ts ,vro; a podorr,,CM oinder S,G�Tl) 12-9�4 standa;d as
<br />per section 16091 11 ,,�� It-', Rond;,, Buil7iing Gone Uniform static, ic,a(l', as per
<br />Section 1709.8.3, W�� A`-'7�-A F .7170 T",t repo.,is pre;Dared by American Te5flrq
<br />Lab ofSouth FW& RP,;1` *,* �;��I �'. W-1')l dati-d 0311 IX2 YA1ni:-s,,r.-d by Williann
<br />R_ Mahner, P.E., P.*,, I- r-�, �; - � ' P F Iind liefiry Hattern. P.E. anc Report. No.
<br />0219.01-09, dated 'retft. ,r%l 1: 5 20019 signed and seater, by Edrundo
<br />Largaespada, P.E. aad Ho�rvy flar,terri, P E Large missile irripa.-A and cyclic
<br />load ings per Prato( ,: Is T A ' �� '�O I ,R� 203 as per section '60P. 1.2 of the Florida
<br />Building Code. Test RI��,,:� ,�). r-pznfed bv Amer.�Icao TPs:ijrV Lab a- Swith Flurida,
<br />Report NOT. 1123.01- 1 �)- da;.,,c November 23, 2010. Signed and sealed by ,10o E.
<br />Gonzalez, P,E.
<br />Tensile lost report N,� 9:1"'It-4- 1�48 ,,., ,'Ilr Nletallurgicai. ]Tic,, dated March. i �-', 2009.
<br />signed and sealed b�, F.ari�, GrAe P E, a-, per ASTM E-8 and Tensile Test as
<br />per OC Mela4urgicz,' ,5e��,,,,,rl Nlo. 1 ,)Kki-1318, dated Diecombor 1, 2010 %iqned
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<br />2.3-STRUMNUAL F.NGINEEF<
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<br />.p - LATICINS:
<br />On 24 Gap Galvani;�E,d Sl,��o Storn', Pa� it,,l for rn�uirnum oanal length vs ciHsigin
<br />wind load, as well a--- fnaxtrntirnar�cho, spacing vs. dusiart wird load and patlel
<br />length based on reii-ona, and coiripI;�r,jtive3,nalysis, arid in acco.dance with
<br />sisto-tion 1604 of the F:forida BOWirg CoI6 Calr�ul,,12o,�sf,reparedbylilte,,�o.
<br />Inc., dated 1211W1O �,ri,j QS.;271 3 (fot this rovision). signed and seak,d hy'Walter
<br />A. 1`1111t, Jr., P.E.
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<br />CT RESISTANCE:
<br />Laitge missile Impact ur,dI,r section i609 1.2 of the Flor-da SuIlding Code, as per
<br />SSTD 12-99 Standaid and TAS 2nl.
<br />4. MND LOAN RE-S-WANCE:
<br />24 Gage Galvanizi�tl Steel Stoon Panal har, been vedhed to sustain vind
<br />pressures, Maximum Pani.i length shall be as indicated on sheets 3, 9, 10. I 1,
<br />12 and 17 of 18 of Product Evatudtkin Document (P.E 0 ), drawing No. 20-176�
<br />MaAmum Anchor SpacingshBil he as indt�ated cin sheets 5, 9, 10, I 1, 1,3 thr.1 16
<br />and 18 of 18, of ProOuct Evaivatior Dociiment (P E,D.), drawing No. 20-175.
<br />24 Gage Galvarfted Sle,oll S!orm Panel has be--n verified for code cumpliaoce to
<br />work as a non -porous- storrn!;hufter assembly, as pat SSTO 12-99 Standard
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<br />5. INSTALLATI-QN:
<br />InStailotion shall be performed strictly in acccordance with de(ai�S, jn,1JCat9d on
<br />sheels. 3 ItIru 8� 12 thru 18 of 1 8. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175 Minimurn separation to glass shall be as ;ndicated on
<br />sheets 3, C. 13, 14, 1 5, 1 6 and '8 of 1 S. of Pfodw;t Evatuation Document
<br />(P.E.D.), drawing No- 20-175.
<br />6. MATERIAL CHA
<br />AACT.ERJSTI.C3_AIJQ SPECIFICATIONS,
<br />Shall be strictly in ae-vordarce with General NotIm� arid Components indicate-, on
<br />sheet I and 2 of 18. of Product Evaluation Document (P E.D_ .), drawing No.
<br />20-175,
<br />Ariclor Specifications shall " as indic.9ted on sheet 1 of 18 of PrOdoc',
<br />Evalvbtjorf Docurrient (P. F_ D.), drawing No. 20-175.
<br />7. LAIN]ITATIOWAND �;QINDITIONS OF V$E;
<br /> I I-- __ �
<br />7 1 Shall be strictty in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />at) sheel 1 of 18 o(Product Evaluation Document (P E D.), drawing No. 20-175
<br />prepar-A by Tilteco, Inc. and signed and seaied bv Walter A. TAW Jr RE
<br />7.2 Pr.)djcl shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as cefiied on section 1620.2 of the Florida Building Code
<br />.
<br />7.3. Product shall only be instaliec into pouredconcrete, concrete block, and
<br />wrod frame structures.
<br />Product Evaluation Report prepared by Walter A. T91tt, Jr., RE, (Florida License
<br />No. 44167), President of Tifteco, Inc (Fli-nda CA-0006719)
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