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<br />TILLIT TESTINIG A ENGENEIRRIAM COMPANY
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<br />��7 At —Tr.k A TILUT M, I"%
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<br />I'L P-11 A '"" Mil
<br />ft- CA UH-14,T90wig
<br />P RORUCTaVALUAT I ONMUR—ORT
<br />REPORT NO--
<br />2111-0728�01
<br />DATE:
<br />J v ly 28, 2020
<br />PRODUCT GATEGMY-
<br />Shuttem
<br />PRODUCT SUB -CATEGORY-,
<br />storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global-Protectionpr9d9plitt'"
<br />4800 S.W, 51 Street
<br />Davie, FWda33314
<br />I - -PURPOSE OE EYALULATION:
<br />I rft is a Product Evaluation Report issued by Walter A. Tillit Jr., P.E. (System
<br />1D # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3. Method I 0 of the Florida Department of Business and
<br />Professional Reoulatiom
<br />This 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 Me
<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 Product Evaluation Report shall he subject to review and revision In case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SURMITTED;
<br />2-t PRODUCT M�il DOCUMM (P.E.D.)a
<br />Drawing No. 20-1176. titled "2D GAGE GALVANIZED STEEL STORM PANEL",
<br />sreels; 1 thru 26 of 26 prepared by'l-ifteco, Inc,; signed and seated by Waiter A.
<br />TIllit, JuI, P,E,� dated 07128il'2020. This drawing is an integral part I is
<br />Evaluation Report, I SI&
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<br />FRODUCT VYALJU��w �� 2
<br />12-17-ST REPORTS�
<br />1-Fuge rnissile frnpa�l and failque load lests LFAurrif performed under Protocols TAS
<br />201, 20,3 as per soolian 1626 or lhe Frorda Building Code. Jn�forrrn static loads
<br />as perTA-5 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testri Iii Reports # W569 dated 08/0911996� #N-570 dated OW1811996,
<br />#96-T30 dated 0912011996, ail three signed and sealed by Hector M. Medina,
<br />P.E,, Fainestration Testing Laboratory, Inc. reports # 2032 dated OV-161-1998 and
<br /># 2126 dated 1010511998 witnessed by Gilbert Diamond, P,E. and Report No-
<br />021 91.01 -0% dated NI arch 4, 2009, signed and seair-A by Flom u ndo Largaespada,
<br />P.E. and Henry Hatterr, RE�
<br />Tensile test r"it: No, 9CM-191 by 00 Metaflurgfugl, Inc,, dated March 13� 2009,
<br />signed and sealed by Frank ume, RE,
<br />2-.3-.—STRUCTURAL ENGIN
<br />On 20 Gage Galvanized Sted St Panel for m um panel length vs. design
<br />wind load, as well as maximum anctorspaicing vs, design winid load and panei
<br />length based on rat�onal'and comparative arualyst,a, and Inaccardetrice vfftti
<br />sectIctin I roll ill of the Florida BuildIng Code, CaiGutat'ant,pmpamdby'l'�itecc,lm�I
<br />dated 1IR-13108 and n12115, signed and sealed bir Waller -A. Tillit, Jr�, P�E
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<br />&N-WILE IMPACI REMSTANCE;
<br />Large missile impact under section 1628 of the Florida Building Code, as per
<br />TAS 201 Protacol.
<br />4A WIND LOAM RE STAN
<br />SL -CL,
<br />20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind
<br />pressuIes. MaIximumpaner length shall be as Indicated on sheets 8, 10, 14,15t
<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 Indicaled on sheets 8, 9, 10, I 1,
<br />14,I& 17,18,19,20 25 and 26 of 26, of Product Evaluation Document (RE-0.),
<br />drawing No, 20-176.
<br />�. INS TALLAM-M
<br />�rstallatiun shall be performed strictly in accordance with details Indicated on
<br />sheets 3 thru 7, 10 thru 20,23, 24 and 26 026, of Product Evaluation Document
<br />(P.E.D.). drawing No, 20-176. Minimum separation to glass shall be as
<br />indicated on sheets 8,14, 16, --!S arid 26 of 26, of Product Evaluation Document
<br />
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<br />(R E. D.'L, drawing No, 20-1 76-
<br />6 3i - CASL T��'T FPF CAN NTFNE, OR PRECAST CONC RETE PAwLS, STOCCo AV YlL, I In� atixtlrls m FQV,11) 011 I ,f
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<br />`UC--,0RA'f SHFR K IS N1WTW*4Eo IN O�;� AND EIR 82I
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<br />AND PANELIANE FTTTAAAF� ID
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<br />ENCIALAU NFFYP 04
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<br />SHOULD STUCOO EX�i,T� ANJ� 1* WNEL,UU FOR WALLS M1,4 flo 6YtACI�
<br />C 53 TAI CA5� FLAT PRITC.1411 STILISE, 09 PRISCAST COLK-'RM PANELS, STIVICCO OP WiM POARDS US LOuNEJ ON THE [XrPNr
<br />WAU- ANIDARi SRALL Or LOW ERICMUCH TO IYACA r11E MAIN STRKN,"TURE FERAND I.;UCH PAN0-s
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<br />ATTAr-Z 'a ��Sbiit" -,0FREP AAClQR4DE -IR5 'HVIREA SHALIr LNILY V. A-,TACHCO 7C. CDNCftTF- FX01-V OR W-100 FIFLAVE
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<br />10 EACH iMWLIV? 5-,QF.IA IAR[EI� *17l, I-'W,r,?S 4�-'A�Li W-i 1HROUGH 12-- A5 PI--P SECIAONS 6, C-- -- a 1D AK-' k-TEPW71i -M,
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<br />FOR A S-- SPECU iC PP"J91T I I li'll'Un ME 51 K MINVF,�, RePA77- FROW VAF P -E D
<br />ICj '-�KCOTGR TO BE IsSr"5tal -OR ii,E SELErTii PUKHASE AND LIASTALLATI!CRl WC,.O�3R4, UP1 �-Py OF T11iS Fpo,-�CT
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<br />EASED D- 7"S PEn PTR(ATFDLQ 1-1�J`UF! EMS �T DEVLAVE FRICA, T� CC40YIONS OEIARM ON Iri� t)eX,Lf4ChN
<br />CQL`F3FR&,FLDN SAFM.' AT SFTE F5i 7K �I'OOAACIOR'S Rini-CiNS'SILL"
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<br />� 7el 40OFfREFT
<br />if� TirL T,,,RLjfiTT *ROOILi��A Si'l,411 AN PRAPARILL BY A N.IlIFFILA, AFOSIFAM ENEINFIR 00 APIDArMn' 1-1-All AFILL 111:11lif fll�
<br />RJOIRIFER Ov KOM (IL Orl� 00A M FILIDACL 4011 Al-10 WiLl K M-A"0IONi fop ]HE
<br />R"Ook%m USE OF rh� P.E 0 t,z". .,IF ITItUND ACIFID, AC l --- CR T-D 114�
<br />HECE HL[i FNGANr
<br />P i 0 DfCNCER, SIAU S-EWIT 10 �� LAMA Tll� StTr I �LF�� DR-V1M,5 FOR PIPYTILIA,
<br />�e) TbITI P t U S�A,L REAR -� DATE MD -D�v-ik)%J, SEAL ANE3 SID�L!U-FE -- fHC PIROFMS*Ck�
<br />Ile-4T- -I nCORC 1W. P-Cplu�n -
<br />14 �-TIER UV--'U�-TURIR'� LAVC, S�M� � LQi '91 A NEAB� mfflMAE LOCAIKT4 AT '%ShA
<br />PAHL'- SP U17VA -N ACCELITEMAK-1 WITh Si 1109 9 � DR FLQAl IN SVTTIDI,W� CTME ONE ORDEt
<br />SN--11- � P"CED FOR EVERY (OPENO.G. U-6-114, T� 1DWfI I VIN SELI�C& L 1.1, 9 21 OF -14F
<br />i I okl� -CYF- No CoOff
<br />D+S DFAINING DIIAM.] rfAY 5C ZiE'i�i -
<br />�
<br />Iflo�,,, I 08,TAN $15AMFIt AN I
<br />� A , ]
<br />FLORIDA BUILMHO CODE (Witl vel-it, H.rr!
<br />14�.tll-llflfg*AV41RIW#LOIU!131;L$).,401ati-K-Lw---- !lItIIIII ��
<br />0-M&TERIAL-C-HARACTERISTICS AND SPEC MFATION.119
<br />Shall be stdc9y in accordanciewill General Notes and Components indicated on
<br />sheet 1, 2 aod 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 " 21 of
<br />26, of Product Evaluation Document iP.E.D.), drawing No. 20-170.
<br />7. LIWTATI-0-N"
<br />,NP SOF U -
<br />_C0NP1T[0
<br />, -- N- ---M
<br />7.1, Shall be strictly in compflance with General Notes No, 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes 9 I thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 at Product Evaluation Document (P.E,D.). drawing No. 2G-176
<br />prepared by Tlitaco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 10202 of the Florida Building Code.
<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. Tillit, Jr_ RE, (Florida License
<br />No. 44167), President of Tilleco, Inc- (Flonda CA-OOM7191,
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<br />DATILTECOACIMON RECORD$ kP, 6. RePORT.20 � GLOBAL PROTECTICiti FRODUCTS. I-CM20GAGE
<br />GALVANIZED STEEL STORM PANEL\ ORM* 20-176`L R15FORTO 2D-OMDI
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<br />/ d' I 10 r=cto INC\
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<br />TILLITTESTING it, 111TIMINFERNING COMPANY
<br />%VAIXERA FILLIT JIL, PlE. - n4lena-i'472CLocia P
<br />ODUC-T EVALLUJON". R-Mr- " �� L --�,,� F41v
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<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shuttels
<br />PRODUCT SUB -CATEGORY- Storm Panets
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER. Global Protepillon,P MM,,L
<br />, _LC
<br />L
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1-RUIRPOSE OF EVALUADQN:
<br />This is a Product Evaluation Report issued tiv Waftr A, Tiffit Jr., P.E. (System
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter N*.
<br />61 G 20-3, M ath od I D of the FI ort d a Departmen t of B u s I nies a a nd
<br />Professional Regulation.
<br />This 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 this
<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 Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2.1y[PENCEMBRITTIM
<br />". FRQPV1GX-UA ' F-11-1;
<br />Drawing No. 20-176, fitled"24 GAGE GALV IZEDSTEEL STORM PAll
<br />sheets I thru 18 of 18 prepared by Tilteco, lnc.�Islgned and sealed by Walter A.
<br />Tillit, Jr., P.E,,,, dated 07Y2712020, This drawing is an inte%#JAM0)?JkVI8
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<br />Evaluation Repo It. k"', 4,-IL� , 4/""
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<br />6.155 NAK 36th Street, SFOiiLB 305,MnunF,F1LFrida33I66 - Phoi (305) 87�-?'4jt, be"K,
<br />. .,
<br />ERUDIS f XYALLAMN RJKMT NOt, U-0717,02 2
<br />22-MTREPMOR ;
<br />Large missile impact load tests were performed under S,STD 12-P9 standard as
<br />per section 1600.12 of the Florida Building Code, Uniform static loads as per
<br />Section170P.8.3,perASTME-3-10. Test reports prepared byAmericanTiesting
<br />Lab of South Florida, Report# 0814,01-01 dated 0,VII/02 wftrw-ss&d by WNam
<br />R. Maliner, P.E., Boriz Moroz, RE, and Henry Hattem, P.E. and Report No.
<br />0219,01�09 dated February 26, 2009, signed and seated by Edmundo
<br />Largeespada, P.E, and Henry Hattern, P�E, Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by Amercan Testing Lab of South Florldo,
<br />Report No. 11 23.01-1 0, dated November 23, 201 OI signed and sealed by Ju4o E.
<br />GonzeJe7, P.E.
<br />Tensile test report No. 9CM-196 by OC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as
<br />per 00 Metaflurgical Report No, IOKM-1318, dated December 1, 2010 signed
<br />and sealed by Jonry Jecicifano. P.E. as per ASTM E-8.
<br />2.3,.$.TRU!�,T-U-RA�.-ENO(NEf-R],Nfi-r.A4(;ULATK)-W*
<br />On 24 Gage Galvanized Stee4 Storm Panel for maximum panel length vs- design
<br />wind load, as well as maximum anchor spacing vs- dmign wind load and panel
<br />length based on rational and comparative analysis, and in accordance wlth
<br />section 1604 of the Florida Building Code. Calculations prepared byTilteco,
<br />Inc., dated 12J1 8/10 and 08/27113 (for this revision), signed and sealed by Walter
<br />A TURL Jr., RE,
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1W91.2 of the Florida Building Code. as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4, WIND LJOAMAE31STM
<br />Gg�
<br />24 Gage Galvanized Sleet Storm Panel has been varIfIcid to c;ustain wind
<br />pressures, Maximum panel length shall be as Indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-176�
<br />Maximum Anchor Spacing shall be as indicated on shoots 5,9,10,11,13 thru 16
<br />and I 8 of 18, of Product Evaluation Document (REED.), drawing No. 20-i75.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a nor-p-porous storm s"er assembly, as per S.STD 12-99 Starlditird,
<br />01IWOUNNIINA
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<br />rRODUCT IMAIAJUION R 3
<br />5-INSTALW-19-k-
<br />Installation shall be performed strictly in a ocordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 1 8� of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 0, 13. 14, 1 6. 18 and 18 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />-6, MATERIAL CRARACTE AN Q. 5-P-E CIFICATIONS,
<br />Shall be strictly in accordance with Geni Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E,D.), drawing No,
<br />20-175.
<br />Anchcr specifications shall be as indicated on sheet I of 18, of Produo*
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7,11MITATI-OMA N Q.C.QW-rr[QN!jD-F-Y-$r;,
<br />7.1, Sliefl be stictly in oomplianm with General Notes No. 1, 8 thru 14, Indicated
<br />on sham I of IS of Product Evaluation Document (P.E.D.). drawing No. 20-175
<br />prepared by Tifteco, Inc, and signod end sealed by Waher k Tillit, Jr., P.E.
<br />7.2. Pmduct shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on selation 1020.2 of the Fonder Building Code.
<br />7.3. Product shall only be Installed into poured concrete, concrete blocR, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A, Tilift, Jr., PE, (Florida License
<br />No. 44i67), President ofTifteco, Inc. (Florida CA-0006719),
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