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<br />REPORT NO.- 20i,021101
<br />DATE: July 28,2020
<br />PRODUCT CATEGORY- Shultivirs
<br />PRODUCT 11111.1111ill-CATEGORY- Storm Panels
<br />PRODUCT NAME: 20 GAGE41ALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: GlIalliall-Probactlan Pmdil
<br />4800 S.W, 51 Street
<br />Davis, Florlds,33314
<br />t-PURPOSE OUEYALUATION -,
<br />71
<br />� his is a Product Evallivation Report Issued by Walitarr A. Till Jr., P.E. (System
<br />I D, # I 906) to the Global Protection Products, LLC, Rule Chapter No.
<br />6 I G 20 ii3, Method it 0 of the Florid a Depa rtment of Bus] n ass and
<br />Priollosislo" Roguillation.
<br />TIYS product is being issued an Evaluation Report as described herein, and has
<br />been verified for Compliance In accordance with the 2020 Seventh Edition Of the
<br />Florida Building Code, arid to varify that the product Is for the purpose Intended
<br />at bast equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a it imlitations and conditions
<br />- �_EVIMIQAWWTMEQ-�
<br />Z-1. OPAMTJWALUAT[ONOM-UMEN7,(P-�F.=-
<br />Distilling No. 20-176, titled "20, SAGE GALVANIZED STEEL STORM PANEL",
<br />sheirls I thint 26 of 20 prepared by'rilteloo, Inc.; signed and seated by Waiter A.
<br />Tillit, Jr., P, El � dated 0712W20,20. This drawing Is an integral part j
<br />I &I
<br />Evaluation Report, '%irt ITO " �
<br />ov 1; R. A r/1 %,
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<br />IAS 203 SUIALAPIES.
<br />,'I lill RL111ININII4 KAKMIlIonr� Ili ec NFI Autry till TFATI loli orer.ahwist ricoirir� St sNon 2
<br />I ALL Ai,illI SIFER Mi VeD AT CLOOLPER `FFKN,1 K1W 3105-41114 &LUA
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<br />5 FI Sii"C`41 TO all STAI �4591 SUIT OR M5 AKSI StAILITEN 00 iiPARIFFIRVA JOE9511iIIINT CiIII'M IiNHIMP, -
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<br />AECTICIN 241, 114
<br />F 8I TO BE _ASJU A-_TlO7 QALAA%tEED Si OR Atilt -W& AER,CS 1,7A#I � . � Wj�" "�_
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<br />2ULTE1 TIR I P5RTS:
<br />Large missile Impact 3rid latgue load liestis were performed under Protocois TAS
<br />201 � 20a as per section 1626 of the Flooda Building Code. Uniform static loads
<br />as per TAS 202 Protocol� Test reports prepared by Hurricane Engineering &
<br />Teli inll�, Reports # 96-569 dated lta/09/1�7096, 061,570 daled 01018(19081,
<br />#I dated 091201,1996, all three signed and sealed by Hector to. Medina,
<br />P.L, Foriestration Testing Laboratory, in. reports # 2032 dated "'16II-1998 and
<br /># 2126 dated I 0,05/1498 witnessed by Gilbert Diamond, P,EF and Report No-
<br />0219.61-09, dated Maich 4', 2009, signed and sealed by Edmirril L.Eurpleisapaida,
<br />P.E. and Henry Harlem, P.E. .
<br />Tensile test report No. 9CM_ 197 Dy CC- Matallurilifli Inc,, dated March 13, 2C*9,
<br />signivid Arid serallivid by Frai Grate, P.E_
<br />2.;-STRUCTUP.AL ENGINEERING CALCULATIQW.
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind icad, as wall as riltAx4nom anchor spacing is, design wrind Icad ard paral
<br />length based on rational and comparative analysis, and 'In accordance with
<br />section 161 6 of the Florida aurlding Code. Calculations prepared by Tiffeco, Ini
<br />dated 11103100 and 03112115, signed and sealed byWalterA.Tililit, Jr., P I
<br />I MWILE-IMPACTIMSISTANN-CE.-
<br />Large mis-90a Impact under section 1628 of the Florida Building Coda, as per
<br />TAS 201 firntecd.
<br />4. W1ND LOAD RESMT
<br />____ ANCL
<br />10 Gag I
<br />. Ti Galvanized Stecti Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel lerivith shall bees indicated on shial 14, Lfit
<br />I 6, 1 9� 2 5 ,,I rid 26 of 2i 1-11 Fort Licit Evaluation DeAu merit (P_ E, 0 .), drewingivio.
<br />20-176- Maximum Anchor Spacing " be as firldicated on sheets a. 9, 10, IF ",
<br />14,15,1�-.18,19.�-102barEd26of26,ofProduUr�_valuabur.,-_Iocumep--.ipdE.D.,.
<br />�
<br />drawing No. 20-171C
<br />I.INSTALLATIQN.
<br />2
<br />Installation shall te performed s1rictly In accordance with details Indicated on
<br />sheists 3 thru 7, Irj firinj 20,23, 24 and'26 of 26, & Product RvaluvilikIn Cisclinlaut,
<br />tP,E.D.). drawing No. 20-174. Minimum Separation to glass, Shall be as
<br />indicailso on sheets 8. 14, 1I 26 and 26of 243- of PIradje, Evaluation Document
<br />(P.E.D,), drawing No. 20-176.
<br />0 �� K C&Slt 1IFTAT PRECAST SWW, AR PROW, __tFRi PAIii 5-JCZiII OR ROAD OCIATI BE R)'i OF TAFF.
<br />CJI'Vil"D WALL. .0alOft Sw� IFF LONG EKI TO REACH -,TV MA01 Bril,FIMUFTE ii]IRINILI --A R.,11,1111S
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<br />INETTIM I'M Sruc,�O Sf BE CV4FQCR-0 AS PAR7 -V Tk� AMt-I 11FIACklin, I%W'.TRArON
<br />C il lim" FOM DrKTI'lliE Or IpLi ilrilEii1l,', INTO % N)LI SIVIII,t IN AS INO!uiri, N trit,'�' ZRAXi
<br />r." witwi�* PEAI of Rim k1mv-SAIN, INIAL Or I/A' II'A' 1-2U SCALPS USED Sli Ri I 1/2, A�Wc 91144Q4
<br />si`�D SAAA�o IW " 11 VINIMUM 1`09 14I WITI, W, S11AXIL
<br />C_� ,k CASE T' PRECAS1 SIONZ, OR PWAST CONI MILS, IMCCO OR *000 ellARD5 Or MM01 0k T15E VYIIO��&
<br />*&L ANK,W_1 SKIW,I 117 Ol"I'. DINAK41 `V RSAM tlit 101. lITFIrrTUFF -MMIJ StJQ[ FAREIS
<br />FOIL14 ,�ii,Aii, .i 1,111, I FOXIKIIIRII IN 1, lI L, si ft �7 4)
<br />(0) AW(XI Sl�` ��_ INSTALLED, r-11MIMINO ALL CF 1W RII004WIFICI 400 A-n�4ICW0<i � 71111 AFH>TON��Wt TAkNVrAe-,_�T__.
<br />d FARF--� Wy ALSO BE -STPLIFEC PC,_,iZVOFFALLy I`OUIAF�NC, �RSTAI�WAA DETAiLl 1ITHUMMM ON UCTAIN i T-IfRiii>� 10 ,1SHEM -
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<br />E�I CAL4M Z SAWD-SIT, ANCHDRS 5-0-1 K Eitl� AV �Js" INTO 'EA� ,�AW_IFFIF, '�y 'r ` ho, 4:
<br />"Ll-I _I-$ 'INI NII, -AFABI 767
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<br />MIST� kr4-3 Y' VOW- F04 WALLS 0,74 NO SFAZ_ Z 7��. � I
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<br />VIRV. 10VIll, lli 20 (MG1 CALMNIZED STEEL S"'Islikid. � 'i,"
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<br />�� � Loakii, mTECTION PRODUM. LLC. ,
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<br />. z liltri�I8'fffe .11 = I
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<br />F:11 II � - I - _� I 111 1. . ,., �;,. I .,,,:iFi.�.I ! 20-176
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<br />11 ... . I -_A� tNA."I'll 'W.-T - �EZlEZ`C! a"":fti;;_ __
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<br />:0, MATERIAL CH EMSTICS AND SPE-I
<br />F:[QAT_J0R&L;
<br />Shall be strictly in accordance with Generat Notes and Gornponeats MICated oil
<br />sheet 1 � 2 and 22 of 21i of Product Evaluation Docurive tit (P. E�D1 ' drawing
<br />'
<br />No.20-176. Anchor specliwtions shall be as indicated on irrieets 1, 7 and 21 of
<br />26, of Product Evaluation Dociument (P,E,D.), drawing No. 20-11 71,
<br />7. UMffA
<br />. TIQN$ C� -.
<br />.-. AN"NDLT*"
<br />_ ._Qf__VSE
<br />7.1. Shall be strictly in compliance with General Notes NI 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thrill 4 -and 1 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Docurrivent (P, E. O.), drawing No. 20-176
<br />prepared by Tiltisco. Inc. and signed and sealed by Walter Ar "rilill jr,, P.E.
<br />72. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florkle Building Code.
<br />7.3. Product shall only be Installed Into poured concrete. concrete block, and
<br />T
<br />wood frame struawres.
<br />Product Evaluation Report prepared by Walter A- TIM, Jr., P.E. (Florida License
<br />No - 44167), President of Tilleco, Inc, (Florida aA-0006719).
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<br />TILLITTFSTI110111(ti & ONGINIEZ9,111111110 COMPANY
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<br />%4WTER A . I'LUM FIL, �'LE; III= -com
<br />PRODUCT EVALUATION RE PC" A"'i"
<br />TQRT U��_?, I.Xth,.�ZRWO
<br />REPORT NO. ; 20-0727.02
<br />DAT E: July 27, 2020
<br />PRODUCT CATEGORY; Brititters,
<br />PRODUCT SUB-CATEGORY.� 151orm Panels
<br />PRODUCT kAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: G!Qtm-I.Emtot�ttwPr�o�d�Lc�.t,s�-LLC
<br />4800 S.W. 51 Street
<br />Devie, Florida 33314
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<br />I-NMOSE OF UALUAIIQN:
<br />This Ise Product Evaluation Report issued by Walter A. T1111I Jr- P.E. (Silisterin
<br />ID -1 1906) to the Global Protection Products, LIl Rule Chapter No.
<br />fit G20�-3, Melhiod I D of the Florida Department of Bust ness avid
<br />Professional Regulation
<br />This p*d:ucI;--; being issued an Evaluation Report as desvrood herein, and has
<br />been verified for Compliance in accordance -with the 2020 Seventh Ed liter, Of the
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />at least equivalent to the' I required by the Code,
<br />This Product Evaluation Report shallbe sub-lect to review and revision, �ri case. of
<br />a Building Code change that may affect its linvivalions and Conditions
<br />c CE _AUAMi
<br />Z_t_PMMUGT IEVALUA N DQ!:UMEPJT 1P.E.D.);
<br />Drawing No. 20475, titled '24 GA43E GALVANIZED STEEL STORM PANEL',
<br />Sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />h robt, ILI,, P,E,,- dated 07127II2020. This drawing is an int!%w vv�104,;&.Isi
<br />Evaluation Report IN' OL . 4 I
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<br />Largin missile irnpact inad tests -were performed under SSTD 12-99 standard as
<br />per section 1609,11-2of1he Florida Building Code. Uniform static loads as per
<br />Section 170B.&3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florl Report # 0814.01-01 dated 03111102 witnessed by William
<br />R_ Mannar, P.E., Bci Morvic. RE, and Henry Hattem. P.E. ap-1 Report No.
<br />02i 9.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Larg nos pad a, P. E. and Henry Hattem, P_E_ Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1 609�1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Reporl No. 1123,01-10, dated November 23.2010, signed and Sealed by Jii E.
<br />Gonzalez, P.E.
<br />Tensile test report No � 9CM-1 98 by QC Metallurgical, Inc., dated March 13, 2000,
<br />"ned and ssisaled by Frank Grattle, P,E, as per ASTM E-S and Tensile Test as
<br />per OC Metallurgical Report No. IOKM-13i8, dated December 1, 2010signed
<br />and sealed by Jerry JEciulfano, P.E. as per ASTM E-&
<br />,
<br />2-3- SMCTURAL V-491NEERING CAL"LATION$
<br />On 24 Gage Galvanized Steli Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anolvar spacing vs. design wind load and panel
<br />length based on rational and corriparalive analysis, and in accordance wlth
<br />awation 16114 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated i2118/10 and 08/27113 (for this revision), signed and well byWalter
<br />A. Tit lit, Jr., P.E.
<br />I MIS HLEMPA-CT RFEWSTANCE,
<br />Large missile Impact under section 16W1,2 of the Florida Surding Code, as per
<br />SSTD 12-99 Starvidard and TAS 201.
<br />4. "ND L U§ Rai ANQ_:�
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustivInwind
<br />Pressures, Maximum panel length shall W as Indicated on shoots 3, 9, 10, I i,
<br />12 and I? of 1 8 of PpAuct Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11, 13 thru 16
<br />and I 8 of Ifl, of Product Evaluation Document (P,E.D.), drawing No, 20- 17iii
<br />24 Gage Galvanized Sleal Storm Panel has Wen verified for code compliance to
<br />work as a non -porous storm shuW assembly, as per SSTD 12-99 Standard-
<br />Tiltiliplif
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<br />a.- AINITALLATIOM
<br />Installation shall be perforrined stOctiy in accordance with details indicated on
<br />aheets 3 thru 8, 12 thrill I 8 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-ITS. Minimum separation to glass shall be as indicated on
<br />shoals 3, 6, 13 l 14, 1 6, I 6 and I 8 of I 8, of Product Evaluation Document
<br />IP.ED,), drawing No. 20-175.
<br />$I MATERIAL C.HARAC-TERI$Tli�%'$.,AKD-$Pf.Cl-FLCA-TM.r4-�i
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet I and 2 of 1 8, of Product Evaluation Document �P.E.D.). drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of 18, of Product
<br />Evaluetilm Document (P.E.D.j. drawing No. 20-175-
<br />7-LINITATIO OLAM CONDITIONS gf-QM
<br />71. Shall be strictly in compliance with Goal Notes No. 1, 8 thru 14, Indicated
<br />on libel I of 18 of Product Evalligivitlon Document (P,E,D,), drawl" No.!WILIFS
<br />prepared by Tifteco. Inc. and signed and sealed by Walter A- 73111, Jr,, P1.
<br />7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Givide,
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. T1111t, Jr., P,E� (Florida License
<br />No. "167), President of Titteco. Inc. tFlanda CA-0006719).
<br />Viviii'vi
<br />0-,T'L,TECC,4DPAOt4RECORLta�PrE,ftEPORT.2,
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