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<br />TILLIT TE�U"Ug & ENMUEBRINE COMPANY
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<br />PRODUCT EVALUAII!2N REPORT
<br />REPORTII 20-0720.01
<br />nATE: July 28,2020
<br />PRODUCT CATEGORY: Shuflairs
<br />PRODUCT SUB-CAIEGORY- Starm Panels
<br />PRMUCT IIIIIII 20 GME 42ALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: ahAALP-robadon Rawlicts
<br />48DO S.W. 61 Street
<br />Doil Florida33314
<br />I - -PURMSE OF-1—VALUATION:
<br />This is a Product Evaluation Report Issued by WaMr A. THIlit, Jr, P.E. (system
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />6 I G20-3, Nothod I OT of th a Florida Department of Built! nose sold
<br />Prollesslonal Reguladon.
<br />This Product is being Issued an Evaluation Report as described herein, and has
<br />been verified for orionaliksorilso In accordance with the 2020 Sevointh Ecificionct the
<br />Florida Building Code, and to verify that the product Is for the purpose fridericload
<br />at bast equivalent to that required by the Code�
<br />This Product Evaluation Reportshall be subject to review and revivion In case of
<br />ilding imitations and conditions
<br />I.F.MMEMIJIMMEM,
<br />ZAA-PROPMEVALUATION WCUMENT (MU
<br />Drawing No. 2D-176, tided o`20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thrut 26 of 26 prepared by Tifteco, Ini signed and seated by Waiter A.
<br />Tillit, Jr., P� E,; dated 07128/2020. This drawing Is an integral part 1 to
<br />Evaluation Report, ottill S,tP1N!#t,,
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<br />C455 NX 36th Sall Sulte 305, Miami, Flaf IS -
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<br />U-TEST REPORI
<br />Large masile impact and iatgue load lasts were perfairried under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform -static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />",;I s/1 go
<br />Testing, l ril Reports # 0.6-660 dated 08109/1996, Afi TO dated 0A, K
<br />4", -r3i) dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116-11098 and
<br />0 2126 dated I OICV5/1998 witnessed by Gilbert, Diamond. P.E. and Report No.
<br />021 9.01-99, dated March 4,2000, signed and sealed by Edmundo Lzrf;lsaspada,
<br />P.E� and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QG Metallurgical, Inc., dated March 13, 2000,
<br />signed and "sled by Frank Grate, P.E.
<br />U—STIRUCTURAL ENQNEERING CALCULATI -
<br />9S%
<br />On 20 Gage G&W nized Steel Stofm Panel for maximum panel length va. design
<br />wind load, as well, as maximum anchor spacing vs. design wind load and partiat
<br />length based on rational and comparative analysis, and In accordance Teith
<br />section 1616 of the Florida Building Code. Olaicculations prepared by Tifteco, InTI
<br />dated 11103108 and OW12/15, signed and soared by Walter A. Tilik, Jnz R E,
<br />&AMISR&AFACT-RESMAMM.
<br />Large missile Impact under section 1626 of the Florida Building Coda, as per
<br />TAS 20-1 Protocol-
<br />4-M.ND LOADISRF-MIANM
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Ma)dmum panel Imi shall bees Indicated an sheets 8,10,14, 15�
<br />16, 19. 25 and 26 of 26 of Product Evaluation Document (P E.D.), draw" No.
<br />20-170. Maximum Anchor Spacing shall be as Ind"ted on sheets 8, 9. 1 0, I 1,
<br />14, 15� 17,18,10,20 25 and 26 of 2C. of Product Evaluat,L�i3Oocur,-teE-4�PE.D.-I
<br />drawing No. 20-17C
<br />"LINSTALLAIM:
<br />To -
<br />Installation shall he performed strictly in accordance wifth details indicated on
<br />sheets 3 thru 7, 10 third 2O-3, 24 and �8 of 26, of Product Evaluation Doc'urnerit,
<br />'
<br />(P.E.D.). draviing No. 20-17C Minlilnum separation to glass shall be as
<br />Indcated on Sheets Ill 25 and 26 of 28, of Prodict Evaluation Document
<br />(P.E.D.), drawling Ift 20-176,
<br />114tTORK" 11 V Rovi "I -lill W101101"Wo[tzli
<br />O.,PtATE-RIA,L-CHARACTJERW.-I-CS AND $11REWIGAT101M
<br />ShaL be strictly In accordance with General Notes and Complonents indicated on
<br />all 1, 2 end 22 of 26� of Product Evaluation Document (P.E,D.), drawing
<br />No.;WO-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, 6'Product Evaluation Document (RE.D.). drawting No. 20-176.
<br />7. 4!M11ATJM.4AW--CQN0ffVN"f�_�_
<br />7.1. -�`,hall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thriv 16,, indicated
<br />on sliest 21 of 26 of Product Eval ula on Document (P. E.D.), 4frawing No. 20-176
<br />prepared by Tifteco, Inc, and signed and seated by Walter A, THIR, it,, PIE.
<br />7.2. 'Product may be installed wbin HIGH VELOCITY HURRICANE ZONES as
<br />"n(-,,d on section 1620.2 of the Flands Building Code.
<br />7-3. Product shall only be installed Into poured concrete, concrete block, and
<br />wowi frame Structures.
<br />Prod uct Evaluation Report prepared by Wafter A, Tillh, Jr.. P.E. (Florida License
<br />NO. 4-4167), President of Tifteco, Ii (Florida CA-0006719).
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<br />"��UTEEU STEEL STORM PANEL, DRIA104 MT7iuREFoRT#Z472sk1
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<br />TILLIT TESITING S, ENSINUf4lNG COMPANY
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<br />Ill LTEIlL A T]11.1�1 � IL, 1'_E tilzl!�.l
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<br />RR"R ICT_ EVALUATION REEM pl,?,I�li el
<br />III"_ A �MTI3 I
<br />REPORT NO.: 20-0727.02
<br />DATE: J To ly 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY. Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIIZED STEEL STORM
<br />PANEL
<br />MANUFACTLIRIER. Global PrQtld;ttMPrQd4AQhL_=
<br />4800 S.W. 51 Sheet
<br />Davis, Florida 3,3314
<br />I-EUMOSE OF EVALUATION;
<br />This is a Product Evaluation Report issued by Wafter A. Tillit, Jr, P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />01620-3, Method 10 of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for loompliarice 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 Product Evaluation Report shall be subject to review and revision in case of
<br />a Bulking Q_Ode change that may affad its lintitations and conditions
<br />ZL_ KIE. 81WITTED:
<br />2d-f-ROD-U-0 EVALIMMIll DQQWdB#T_JP_F_Q,,i
<br />Drawimili No. 20-175, Ittled"24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and seated by Walter A.
<br />Tiffit, Jr., P.E., dated 0712712020. This drawing is an integoknt
<br />� , YIQIS
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<br />Evaluation Report. .,X'�eV , �,/ "".
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<br />PR0Dt1CrENIALLAn,4_,Lm.Fy1*_1 ,e_o_,,ltA-o7;a_QE I
<br />U.-UAIREPWITS;
<br />Large missile Impact load te--_ts,,vPre performed under SSTD I.'�.�)g Standard as
<br />per section 1609.1.-- ,-f the Fiznlid�_ BuildirIg Code- Uniforrin static lol as per
<br />Section 1709.8.3, pel ASTM E&330 Tsi Tepoi prepared t;T, Am?fl�sin Testifla I
<br />'
<br />Lab of South Florldri Rpf' XCIrt # 0181 4�01_01 date(] Q�J'11,I)02,e,rftnessed by Aliffiarn
<br />r
<br />R. Mehiner, PIE., Rot u Mtli`Q�f, f'r F . and Henry Hatterl P, E, 3nc� Report. No.
<br />I '
<br />02119�01-09, dated February 25 '22004, signed and sectied by Edmundo
<br />Largaestrada, P.E. add Henry i attern, P E, Large missla irr is c II
<br />I np�,mt so y ,
<br />loadings per Protocols TAS 2_01 8, 20-3 as per secl'ton 160-9.1.2 ufthe Florida
<br />Building Code, Test Reparl propared 1,wArriercan ToWing Lab ofSoulh Flctrida�
<br />Report No. 1123.0,1�110, dated Picv-Frnbei 2010, signed and t_�--itled by i0o E.
<br />Gormalez, P.E, �
<br />Tensile test report li 9C-1i 98 �,_/ OC E-Aetallumical., Inc., Oated March 1'_�, 200199, 1
<br />signed and sealed by Frank GrLiu. PrC�, L4� peT ASTIO E-8 and Tensile Test as
<br />'
<br />pot QC Motellurgicisl R,epqrl No, 10KNI-1318, dateri December 1 2010 sigred
<br />and sealed byJorho.lw�klifano, P-Cr. no, Par A" ,TlO E-Es.
<br />2i STRUCTURAL Et4GtN56.R—it4<ji-4ZA-L.CQLATJQ-?4-S--,
<br />On 24 Gage CZalvsrl SIH,o! Stnan Parri for mccrUrrol Parill isirgitih Vs dil
<br />wind load, as well iiii ineuoh,nura Ali lior rlpacing, TOT,�, 'do�jiign si loald sold Panql
<br />length based on radoiriai and lr�fn.porativa.arialysis, and in la,�ccirdance. with
<br />ossoctAlon1604ofthe Florida Burc'�!,g C-Il_,d4-4, -,',- loi lat, o Ps pmpa re d b�, Tittle li
<br />Inc., dated 12118/10 ard Q&'27,11�_.` (IlTdribis revjair.lri�. --girred ark! seoled Isy Ol
<br />Ad TlIlt, ,lr,, P.E.,
<br />3. MIS 9LEJMPA(;T RESISTANCE -
<br />Large missille, implil ur6.,r so,Otk; �'t 160 9 1 ` o It V To Ficirila 8 viklinqg C,od le, �,� per
<br />SSTD 12-99 StandiaT e 1 ii Oi Irr,g, "; �,,��,,,11
<br />4, NND_0AD_$_R $
<br />__E 4STANII
<br />24 Gage GalvaiMzeTd, Stl SlirIrri Plinal hao, been veri(Iold to, sustain ToOnd
<br />pressures. Maximll fyzmeoi liakr�;Ah Shall -he as indicated on sheols:5, 9 10, 11, I
<br />.
<br />12 and 17 of 18 of Prc),l Fvalje,,�'-In Docurnnt "P E D.), drawing No. 20-175,
<br />Maximum Anchor Spacing shaff bl+�, ', S Oldi..'�i,,ited (I n sheetis 5� ,A 1 0, I I I 1,--� thr�i I (i I
<br />and 18 of 18, of Product Evniuqb.,�n DOQUET ler�t IP E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Siaof StOrm Fl;.)ri��l has ti,ec,ri ve-rified for code cor-ripl,'2oce to I
<br />work as a nor,porous siollm SJ-MTCTT asserribly, as pe- SSTD 12-90 Standard I
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<br />Iri ion $halt be performed strictiv in acz-ordance innthdotails indicated or.
<br />-Sheetg3thULIP-,12thrul8ofl8,ofi5roduc',Ev.aivationDocument'(P,E.O.'a
<br />, ' )
<br />drawing No, 20-175. silinitmurn sap,ral to giass shail boo as indivatkid or
<br />sheets 3, 6', 13, 14, 1 5, 1 6cil 'I 8 Elf 18, Of Fleoduct Evalvation Do,ourrient
<br />(RE-0.1. drawing No. 20-175-
<br />6l. KATER[At, QHA
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<br />M!GI-E-JR CIFICA"I'li
<br />.,fr;lTlC_3_AR9"P1E__ -
<br />Shall be strictly in AiwQrdanc_ with General Note,-tii and Components lindicatell on
<br />sheet -1 and 2 of 1 S. of Product Evaluation Document (Ii ), drawfng No,
<br />20-17�-
<br />Anchor specifications shall t�oi as indicated an sheet 1 of I 8, or Producz
<br />EvaiwaWn Diccurintent (P.E.D), drawing No. 20-175.
<br />'71 1J_WWbQ_1NS AND CONDITIONS OF-LISE,
<br />, 1 Silail be SirifIlly in c0rnofiERi vi General Null Ilk,, 1, 8 thru 14, Indkosted
<br />Of' shoe! -1 nit 18 of Product LvalUatil Driocurnili I ED, ), drawing No. 20-1 175
<br />preparad by Tittel Inc. and signed anci sel by Walter A. T flif, jr,, P_E.
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<br />7,2, Product shall not Im, In -smiled wilhin Hl(.':YH VELOOTY Hl IRRICANEZONES
<br />Ps defned cin section 1020.2 of the Florida. Suifli Code.
<br />'
<br />i,3. Product shaft oM), be imstai into pol cloncrete, cncrete block, and
<br />TolLorod fiame slouclarais
<br />Pfoctia Evaluation Report Prepared bw Walter A T911f, Jr.0 RE. (.Florida License
<br />No. 44167), Pnident of Tili Inc, (Florida CA-0100671 9 . )�
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<br />D'l To � -1tr-7-1 '101"TC: NRFCORDO', P F, FFPCHI 2��,
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<br />GALTI"i,l !rr,FP VrCAL'I'AI,T�L I CIFLTIITT�;Itl Lilo, I 'I
<br />-.1 - '� � I I I � -'� � I I� hl _., � .... -, __ � ___ " __ I ---I-- -- � ... . --� - --.,. � � - , __ - � - - __ ___ . - __ - - _. . __ � � ' ' ' _ _ - " " - ' " - - ------ � ______ _ __ ___ - . .._______ - - " - ' ' --- �' - - ---
<br />....... . ...... -l'..�---.—,-���..�--�---.�.—..--��-.-- ,,,,�..---.,.,----...,.""�l,,--.----.--��—."�,.---.I .. .... _____ ___ 7 COM AF TY STORM PANELS I 11
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<br />202& 83) X tAl TMoT PORI SMK, Or INTECIIST CONoill PAIll $-W.W OF *DW WAIRM K n)VRQ OR IIIE (SCALE 1 1. I �� � , I
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<br />me For I 1,0i 0, ,, " ;o, 3INT"Tri, 4I
<br />EA'Sni WALL AN011 Ski BE LONIG inill ITO Fli nic Ill STAJC11i "JID S-1al PANOLS, . -op �� i0o, 6, "
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<br />11 "M PANEL IHM� ON Too FINILTIUCT 0ALVATION DOTOAKV OF 17.10� HJI5 GCON MOVI'llM I'M COII ONCIF Th W-ToUl SHALL BE AS KNOONCE, IN FL I � AWJ I 9 2) 1. � 11 . - - - 1 - - - 'O.ITIE, I %1!1111-1� - - - - I � I . I �., . . IS �w �Ti li . I l - �,'Ill 1 �,� 6101I�T` 1 4, & I
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<br />11 EQ2,Q I KorrIONT, 01" T,ir. FLORITTIT 04MIANn GODE IC) 112-cislaiNIQ-1510Z .LMO(_V_X19T_1i35i1i :T__=e_1&Al - - tE sw� -,LFTECTT;,E OTOOTH) I - L � - �
<br />AILCOAD"i ALTO ol , I -
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<br />sisou All LUNDS SMAILL K DEITRMI AS W-P SEael �Ill OR TIME AMOVC NADIDIVNIED CODE - 1/4 -0 TAPI AMILITTOR., A5,WSWACITURel Ft 3 I IN 0i INIC I - _. � 4 . - - 6_-__ I I - - - __ - _�i Fol -1 - I 51 I _`�,_�_`,z �� �,=',� R, A, 11 � - -
<br />� _. - - - - � t �;� ��- � - - 15 " 1, __ 0 1 . t- -
<br />- #14-10 PANEELL&I COel III M�_ PolkELMAW Ol ANLT�pT,, 05 MAKWAC!URED AN Ill �&N�!I M.54 -4 I � 6 .. - . � � rl� " 11 � �_
<br />FEW, - Aftill SPUD AS REQwl BY TK ,AINSIDN'til Via-zell nAIEW SIMU111i PRI PC IN51,=kLcT AW ni 15 � - , � - : i--- - __ -
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<br />NOR A DIRIECTICAUl �All Nd il LISM ASCE 7- 1 6 AND Sol NOT Eel DIE MAIMAI (AA C,) , 3,-_VNt!I PER #,.D- � 50' - =--� . 1, - - � - 5W _�oo
<br />I � E � I � - 1 T50, - � " " ! F __ - __ - ______________L______
<br />- ;�Tlli � 5/r ACl ffiX'i;. e; WRIEel tol, All -0i �IiCtlo�* el . SPEOToll itt . -.11", - 1 lsff� - , 043i ION- VNICA I ___,�: - __ �
<br />OCSIGN PRIES91i RATIl WIDTICAOM ON Sill 7 Tilift il, Ill IS. 16� IR & 20- 1 � I IF : rl 0 C I
<br />I I C&�_vtol Stri 4-l--ak � " 9 I ,����,�I i I I� I 11 ir �
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<br />1 ,* "AD ii,00.1% (IMMINTOD NO Al I -to pb . ` I I, , " 4. � I 3_ - � I ,I . l , , : :
<br />ON ORDER 27 OTTle" TK AWK OTOMTH 10i UILTIMAlf Di C I; 13144"i 1141AWOM 009ETI INTO WOW ET TAll All;C40ill %W_i Of t 1/2- i 2- onto Y,10�', �m,iil ITILS I I I, - I '��.;F, - ,= 653 / I OAT. " , ,,I! - - - � - ___
<br />SNALL BE AFTIOCCO To &RD I OTAN oll MDADl Mor-FINkoli -,MW EN 06 IN ORDER it ' :11 ` - / � �_ -1 I ,
<br />- - - - - - - �M` -_
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<br />SH.11 00
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