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<br />TILLIT TESTING & ENGINEIRIN01 COMPANY
<br />WA_ T_,TFR A. TWILLff, JIL, P.S. __ . . __ ____ alk,ce(jimo1com
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<br />PRODUCT EVALUAT92N RE PORT
<br />REPORT NO.: 2"720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: ShutIters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection P=Iuvu LLC,
<br />49,10 S.W. 51 Street
<br />Dow+. Flor:da33314
<br />L-PURPOSE OF EVALUATION:
<br />This iss Produrt Evnitiation Report lisskiod I-)y Walter A. Tillit Jr., P�F. ,'�ystern
<br />ID # 11B0,13) to the Global Protection Products, LLC, Rule Chapter No
<br />6 i G20-3, Method I 0 of the Florida Department o f B usiness and
<br />Professional RGQUletion.
<br />This product is noingi Issued an Evaluation Report as described harrim, and has
<br />,
<br />been verified 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 leaw equivalent to that irmiarml by the Code,
<br />This PrIntitict Evaluation Report,ghall be subject to review arid revision In case Qf
<br />a Buildirwj C(Ae &amc that may affect its limitations and condidom
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<br />Z. RMENCE- _W 5 M I TT ED -
<br />2.1. PROIDUQTEYALUATiON DOCUMENT (P,E,Q,);I
<br />Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL'',
<br />fihests I thru 26 f); 26 prepared by 7illeco, Inc.: signed and scaled by Walter A.
<br />Tillit, Jr., P�E.; dated 07i2812020. This drswing is an integral pait olUAIS
<br />Evalus!fon Report, % "'kil, 11#,, 4,
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<br />2.2. T ST REPORTS:
<br />Large tinissile'rilipacil and fatigue load Tests were performed under Protocols TAS
<br />201, 203 as per Section 1626 of the Florida Building Code. Uniform static loads
<br />ar. per TAS 202 Protocol Test reports prepared by Hurricane Engineering &
<br />Taming, frw., Reports N W569 dated 08i'M30 N6. #N-570 dated 09118/19ge,
<br />#96-T30 dated 09120/1�496, all three signed and sealed by Hector M. Medina,
<br />P.E., Foriestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/05/1998 witnepsed by Gilbert Diamond, P.E. and Report No
<br />0219.01-09, dated March 4, 2009. signed and sealed by Edmundor Largaespada.
<br />P.E. and Henry Hattent, P.E,
<br />-
<br />I ensile test rW)ort No. 9CM-197 oy (�C Metallurgical, Inc.. dated March 13, 2009,
<br />stgned arid saaW by Frank. (3rate P.E.
<br />2."TRUCTURAL ENGINCIE"I rp CALCU 13ORS:
<br />On 20 Gage Gatvsni7� Steel Stonin Panel for maximUrr) pantil length vs. design
<br />wind load, as vi!dl aL4 maximum anchor spacing vs. design wind load and panel
<br />length based on ravonal and comparative analysis, and;n accordance with
<br />soction 1616 of the Flonda Building Code. Calculations prepared by Tilte;A-, Inci,
<br />riated 111OW08 and 03112/15, signed and scaltKI by Walter A. Tillit, Jr_ P E.
<br />a-MS-SILE-IMPACT RE%5TANCf_-
<br />Large missile Impact under section 1626 of the Fiond, 3 Building Code. as per
<br />TAS 201 Protorol
<br />4. MND LOADS RESISTAN-CL-
<br />20 Gage Galvanized SteN Storm Panel has boan verified to sustair wind
<br />pressurvis. Maytirrium panel length shall be as Indicatud On sheets 8, 10, 14, 15.
<br />16. 19, 25 arvd 26 of 26 of Product Evaluation Doc(irnertt (P 5.0), drawing No.
<br />20-170. Maximum Anchor Spacing shaU be as indicaled on sheets 8, 9, 10, I 1,
<br />14.15,17, 18, 19, 20 25 and 20 L,,`26. of Product Evalija�on Document (P.E.D.).
<br />drawing No, 20-176.
<br />5. INSTALLAT110ft
<br />Installation shall be performed strictly if) accordance with details indicated on
<br />shoe" 3 thru 7, 1 0 thru 20, 23, 24 and ?13 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20476. Minimurr �io.,paration to glass shall be as
<br />indicated on sheets 8. 14, 10 26 3nd 26 of 26, of Pifird,tct Evaluation Doc:wrient
<br />(P. E.D.), drawing No. 20-176.
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<br />6. IV ATEMA"HARACTER13TICS AND SPECIM-ATIORS;
<br />Shal be Strictly In accordance with General Notes and Components indicated on
<br />she4 ( 1 2 and 22 of 26, of Product Evaluation Document (P F D.), drawing
<br />No.20-176. Anchor specifications shall be as inrlinate,j on sheets 1, 7 and 21 of
<br />26, cf Product Evoluate-n Document (P.E.D.), drawing No. 20-176.
<br />7. 0141TATIONSAND CDMITIONS OF tilsF�
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<br />7.1. ',hall be stricily in fxmpliaiixe with General Notes No 11,81hriu14,indicatsmi
<br />an st.eel 1 of 26, as well as C,enefal Notes # 1 thrut 4 and 1 1 thru 16, indicated
<br />on %I -set 21 of 26 of Product Evaluation Docurnent (P.E. 0.), drawing No. 20-176
<br />prep.ired by 711t000, Inc. and signed and seated by Walter A 'Tillij, Jr, P�E,
<br />7.2. Iroduct may be installwi within HIGH VELOCITY HURRICANE ZONES as
<br />drittin,)d on section 1620.2 of tha Florida Building Code.
<br />7.3. "rocluct ,ViTat only be installed intu p(,urvd concrete. concrete block. and
<br />vAxx; frame structures.
<br />Prod,ict Evaluation Report prepared by Waittir A. TOO Jr., P.E. (Florida Li(;ense
<br />No -14187), President of Tifteco, Inc. (Florida CA-0006719).
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<br />D i TR WO AQMOw RECORC,S � F E, REPORT.20 I GLOBAL. PROTECTION Plitrili I(, S LLC; 20 GAGE
<br />GN VA!vZV STEEL 57ORM PANEL, DRVW,l A,O-I 75 \ REPORT 9 2DJJMOI
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<br />TILLIT TESTING G ENGINEERING COMPANY
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<br />WALTEJLA.ru.. i � � tIlt=K�W?_C0tn
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<br />PRIUDUAC �1A'A1A)AT1QARErM 'LI�iA. U-N 44,6
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<br />REPORT NO- 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCTCATEG011 Stutters
<br />PRODUCT SUB-CATEGON 'Y Storm Panels
<br />PRODUCT NAME - 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />WANUFACTURER: (31QJW1.PrQJ*c;AJo_r Pro<JtP,.t5, LLC
<br />4800 S.W. 51 Street
<br />Davie. Florida 33314
<br />t-MMOSE OF F
<br />-.VALUATIQN;
<br />This Ise Prod -xi Evaluation Report issuod hy Walter A� T1IIjL, Jr., P.E. � System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Ctlapter No.
<br />61 G20-3, Method I D of the Florida Div pa tit ment of 8 usi ties s and
<br />Professional Regulation
<br />This product Is being issued dr) Evaluation Report as descntiof) herein. and has
<br />been varifiod for compliance in accordance with the 2C20 Seventh Edilion of the
<br />Florida Building Code, and to verify tha(,,he product is for the purpose intended
<br />at least equivalent to that required by the Codc,
<br />This Product Evaluation Report shall be subject to nevilew and revision in r,ase of
<br />a Building Code rhange that may affect its limitations and conditions
<br />2. EVII)EN
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<br />2.1. PRODUCT EVALU&TLON DOCUMENTAP.f-D.):
<br />Drawirig No. 20-1 75. titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thriii 18 of 18 prepared by Tilteco, Inc. � signed and sealed by Walter A.
<br />Tillit. Jr., P.E.; datod 0712712020. This drawing s an inteRk*1rtil;1o4,$P,,IS
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<br />Wit Der a. ~ , LVANIZED STEEL WIM PANEL OW.. P�
<br />. .,' No 44167 � I I 11
<br />SECTION X-X W, � < _ _ ____ - -
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<br />11 - I � - .- � \ GLOW PROTECTION PRODUCTS, . Nx.
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<br />DETAIL FOR SPAC REOUIRIED Al -TOP OR , . S I 0, . , , jc____��
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<br />U.'UREWRT NO-10 -Q -?.1 7. I) -1
<br />Z2, TESTEEMBT,S:
<br />Large missile impact joad to As vvere performed under S3TD 12-99 standard as
<br />pet sertion 1609.1.2 of We Florida Building Code Uniform static loads as per
<br />Section 17r)Q.8_3,p;--rASTMF-33G Test reports prepared by, American Testing
<br />Lab of South Flocida, Report # f1814 01 -01 dated 03/1 V02 witnessed by William
<br />R_ Mehoer. P.E., &wlz Moro., P.E. and Henry Hattern, P.E. anc Report No.
<br />02 1 9 01 -09, dated FebrU3 rv, 25, 2009, signed and sealeo by Edmundo
<br />Largaospedn. P.E. and Henry Hattern, P.E. Large missitQ impact and cyclic
<br />loadings per Protocols TAS 20 1 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 11 23.01- V), dated Ncvr-rnti*r 23. 2010, signed and sealec! by J00 E.
<br />G,cinzale7, P.E
<br />'Tensile test report No 9CM-15.48 ify t.�C Metallurgical, Inc., dated Maich i3, 2000,
<br />signed and sealed -,.y Frank Grate. P.E a& per ASTM E-8 and Tensile Test as
<br />Per QC Molallurgic�il Report No. 1,01KIIII-1 318, dated December 1 20141 %igned
<br />Arid sealed by Jorry mf�iofano, P.E. as per ASTN1 E-8.
<br />2.3. STRUC-71URAL FNGINEERINfa_�ALQJLATK)NS;
<br />On 24 Gage Galvariii.wi Stfitoi Storm Pan# -,I for maximum panel length vs. deuign
<br />w#nci load, as well a,i maximUrnanchor .spacing vs. design wind load and panol
<br />length based on relionai ar,d comparative analysis, and in accinrclance with
<br />section 1604 of the Florida Buildirg Code. Calculatons pil.-pared by Tilteoo.
<br />Inc., datod 12/18110 and 08,�',T! � (for this revision), signed and .",alnd by Walter
<br />A TIllit, J, . P,F-,
<br />3, MIS511ON-IMPACT RESISTANCE:
<br />Large missile lmr,ic� undcr soction 1609.1.2 ot wc Firm dii Building Code, as oer
<br />SSTD 12-99 Standard and TAS 201.
<br />4o VWND LOADS RUIS I ANCE"
<br />24 Gage Galvanized Steeii Storm Panel has been verlfl�-d to sustain wind
<br />pres6ures. Maximurn pansil length shall be as indicated on sheats 3, 9,107 1 1,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D ), drawing No. 20-175,
<br />Maxinium Anchor Spacing shall be as indicated on shools 5, r-4 10,11, 13 thru 16
<br />and I 8 of 18, of Product Evalualior Document (P,E.D.), drawing No. 20-175.
<br />24 Gage Ga"nized Steel Storm P,triel has been vertfied tot ctxJeuvrnpliance to
<br />work as a non-porout,storm shutter as-sembv, as per SSTD 12-99 Standard
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<br />5. INSTAkLATIQt4,-,
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<br />Installation shall be performed stric!ty in accordance with details indicated on
<br />aheats 3 thru 8, 12 thru 18of I 8 of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum seperation to glass shall be as mkfiniiited on
<br />sheets 3. 6 13, 14, 15, 1 6 and 18 of 1 $ of Product Evaluation Ductiment
<br />(P.E.D.). drawing No. 20-175.
<br />S. MATERIAL CHARACIMATICSAND SPECIFICAT
<br />.,, IQNS;
<br />Shall be strictly if - �iccordance with General Nuifit% and Components indircaleii! on
<br />sheet I and 2 of 18. of Product Evaluation Document jP,E.D.), drawing No,
<br />20-175.
<br />Anchor specificatiuns ,,;hall boo as Indicated on sheet I of 1 8, of Produc*
<br />Evaluation Document iP I- D.), drawing No. 20-175.
<br />7. LINITATION6 AND CONDITMINN-9-FAM:
<br />.1
<br />, I Shall be strictly in conipliarir* with Genwal Notes No. 1,,� thiu Ill, Indicated
<br />On it;tlael I of 18 of Product Evaluation Dw,ument (P.E,D,), drawing No 20ATS
<br />proparall by Tifteco. Inc. and signed and sealed by Walter A. Tillit, Jr PE
<br />7.2, Pi:.dj(,.l shail not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defhad on section 1620.2 of the Florida Btif Code.
<br />'
<br />t.3. Product shall only bu i-talled into poured concrete, 4,cinc,rele block, and
<br />vlot)d fiame structures.
<br />Pioduct Evaluation Report Prepimid by'Nattef,A. TRItt, Jr.. P E (Florida License
<br />No 44167). Prr,,sident of Tifteco In( (Hwida CA-0006719)�
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<br />SHEET NO.
<br />SH 1.0
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