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<br />TEST.REPORTS.
<br />22�
<br />6. MATERIA.L
<br />CHARA.CIEKSTICS AND 8 - PEaFJCAT1W6�
<br />;l� �r: .________. ____ - -
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<br />Largo missile impact and latiguia load tests were perforined under Protocols TAS
<br />Shall be strictly in accordance with General Noites and Components indicated on
<br />lifteco'ElIFIF11 CEEM
<br />-I,Fi, Ex.1 �,' T " , "'I""
<br />201 � 203 as per section 1626 of the Fkirida Btilidi rig Ciiide. Uniaw"ristaGolrOldeF
<br />sheet 1, 2 find 22 of 26, of Pr od ucl Ev alluaton DOC Urrient (P- E,D), drawing
<br />FLCI!��L.001"O
<br />as per TAS 202 Protocol. Test E,epoas prepared by HurfOrarer, Eriginee0ii, &
<br />No-20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 0810911 996, 9-965-670 dated 09118,11996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20--170-
<br />PRODUCT"ALUA 1*N REE�QRT
<br />f
<br />#96273O dated 0912011iD96. all three signed and sealed by Hector M. Medina,
<br />-one,
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<br />P_ E_ � stration lre,sting LaDorantory, Inc.. reports, # 2032 dated 0411 611998 and
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<br /># 2126 dated 10105,1199�8 witneuelad bi' � Gilberf. Dlarno,iTd, P.E and Report No
<br />7. Ull 0 'QNJ) JOIN$ OF ;
<br />. -AT _ _NP Q
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<br />REPORT NO.: 20-0720.01
<br />0219.01,09, dated Nli-arrlt 4, 2009,, slgiiedl and sealed by Edrnundo Largaespaela,
<br />__IT , .
<br />P.E. aird Henry Harlem, P.E.
<br />7.1 � Shall be strictty in Compliance with General Notes No. 1. 8 thru 14, indicated
<br />DATE, July 28, 2020
<br />on sheet I of 26, as well as General Notes x I thru 4 and I I thru 16, Indicated
<br />Tonsile test report No, SCM-197 oy CC- Metallurgical, Inc- dated March 13, 2009,
<br />on sheet 21 of 26 of Product Evaluation DocurrefrA (P.E.D,), drawing No. 20476
<br />PRODUCT CATEGORY: Shutters
<br />Signed and sealed by Frank Grata, P.E
<br />prepared by'rilteco, Inc, and sligned and sealed by Walter A. "Fillit, Jr,, P.E.
<br />PRODUCT SUWCATEGORY. Storm Panels
<br />Z,3_15TRUCTURAL ENGk']NIEE�.RW-0-C'ALC.ULi.k',riQ�S,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONESS as
<br />On 20 ('3ago Galvarfaad Steel Storm Panel for ranximurn panel length Va. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing Tm. design Wind load and panel
<br />MANUFACTURER: CFh"yMNkQ"APMMQ"_"C1
<br />length based on rational and comparative analysis, end in accordance with
<br />section 1616 of the Florida Building Code, CSICB[00118 pria. parod bi� Tilli Inc,,
<br />7.3. Product shall only be instalM into poured concrete, concrete block, and
<br />wood fi-arne strictures.
<br />4600 SX, 51 Stoat
<br />dated 1 109108 arBiOgil,2JIS 5,aWried and skiaki(I by Walter A, Tillit, Jr., P.E.
<br />Davie, %rida33314
<br />I I. PURPOSE gf-EY&UATION:
<br />3. M W&APAMUISTAN -
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<br />Product Evaluation Report prepared by Walter A. Tillh, Jr_ P_E_ (Florlds License
<br />ThS is a Product Evaluation Report issued by Walter A. 7`11111t Jr., P.E. (System
<br />Large missile Impact under section 1626 of Ift Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719),
<br />ID # 1906) to the Global Protection Products, LLC, Rute, Chapter No.
<br />TAS 201 Protocol.
<br />I 0001 111F,,
<br />61 G20-3, Method I D of thrit Florida Department of Business and
<br />4, WIND LOADS RESISIANCf-
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<br />"o ,�, k T141 �INIR
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<br />:11*%X I -0, l!",
<br />Professional Regulatiom
<br />20 Gage Galvanized Steel Storm Panel has been verified !a sustain wind
<br />0 \ .. ......... V� ,
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<br />i '11�.._ \Yel En 4 I-r:? 1-1,
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<br />This product Is being Issued an Evaluation Report as described haroln, and has
<br />Aresslure!s. Maximum panel length shall beas Indicated on sheets a, 10, 14, IS,
<br />.
<br />____ E , . S
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<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />16� 19T 25 and 26 026 ofProduct Evaluation Document (P.E.D.), drawing No.
<br />,__ _-,��- -_--;r .44167
<br />Ili- _.No
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<br />Florida Building Code, W to verify 1hat the product Is for the purpose imended
<br />20-176. Max,[rnuirn Anchor Spachrig srWl be As Indicated on siheets 8, 9, 10, I 1,
<br />;�,II- j .* rz p
<br />-*,-,�, STATI! OF
<br />at bast equivalent to that requited by ti
<br />be Code,
<br />14, I 5, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E D��),
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<br />drawing No. 20-176.
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<br />This Produr
<br />A Evaluation Report shall be subject to review and revision In case of
<br />5-INSTALLMMM'
<br />61 ,
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<br />R1,111111 101
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<br />a Building Code etiange that may ~ b limitations and conditions
<br />Irsta0lationshall 'be perfornniarl strictly in accordance wirth details indicated on
<br />2. EVIDENCE SUBiiiiil
<br />sheets 3 thri � "IR'T I G thru 20, 2g, 24 and 26 of 26, Of Product E%raluatirm Document
<br />WAT'LL
<br />D:� TH TECOADMON FISCORDS kP. E� REPORT.20 kALOAM. PROIECT10FE PIRIDDUCH, LLC'E20rIA0F,
<br />21-PRODUre _EYALUAL1,1ONlD0CUME1tTJP.E.D.)m
<br />(P.E.D.1, drawing No. 20-1116. Minfinurr. separation to glass shall, be as
<br />C--l�LVi�NLZt-�UTtLL-�TOR'K'PAt4EL%CRM#20-176�REi�'t�RT#=-On&&t
<br />Drawing No. 20-178, tided "20 GAGE GALVANIZED STEEL STORM PAINEL"',
<br />indicated on sheets 8,14,16, 26 and 26 of 26i Or ProdM Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tifteco, Inc,; signed and sealed by Waiter A.
<br />(RE-D,), draMing No. 20-176.
<br />Tillit, Jr., P,E.; dated 0712812020, This drawing Is an integral part,,�A, TP
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<br />Evaluation Report. 0,04 101"',
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<br />_____oau ..OA QNAE P(MI-Ir lI,"rAr'RIR'JA' JAN'JO
<br />REPORT NO.:
<br />20-0727.02
<br />DATIE:
<br />July 27, 2020
<br />PRODUCTCATIEGORY:
<br />SI-Lutters
<br />PRODUCT SUB -CATEGORY:
<br />storm Panels
<br />PRODUCT NAIll
<br />24 GAGE GALVANtZED STEEL STORM
<br />PANEL
<br />MANUFACTURER-
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<br />j.1QWP_Mt
<br />tatlQnProducts. LU
<br />4800 S.W� 51 Street
<br />Davis, Florida 33314
<br />1, PURPOSE OF MWATIM
<br />This is a Product Evaluation Report I ued by Walter A.T1111t, Jr., P.E. (System
<br />I
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />fil G20-3, Method 1 0 of the Florida Departmerit of Bus�na,ss and
<br />Professionat Regulation,
<br />This product Is bal Issued an Evaluation Report as described herein, and has
<br />been verified for complianc* in accordance with the 2020 Seventh Edition of the
<br />Fluids BuddingCode, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Cdde�
<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 condificris
<br />I
<br />2-15-YU? ENCE-SMA M BITT-0 �.
<br />"D,),
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEV,
<br />sl000s I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, J r�, P� E�,, dated 0 7127121020� Th. is drawing is a In intier � g,K*4n,0q,,I,,
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<br />Largn missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section 1 609.1 2 of the Florida Building Code. Uniform static ioads as per
<br />Section 1709.8,3, per ASTM E-330. Test reports prepared by Amedcan Testing
<br />Lab of South Florida. Report * 0814.01 -01 dated 03111102 witnessed by William
<br />R_ Mahrier, P .E.. Boriz Moroz. P. E. and Henry Hattem, P.E. and Report No.
<br />0219,01-09, dated February 15, 2000, signed and sealed by Edmundo
<br />Largaespada. P.E. and Henry �atiern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1 6091.2 ofthe Florida
<br />Building Code, Test Repo rt prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated Navember23,2010, signed and sealed by jullo E.
<br />Gonzale7, P.E.
<br />T - ensills test report No, QCM-198 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 OC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciotano, P.E. as per ASTM E-8.
<br />2.3.--STRUC.TUP-AL-EWNEERLtkG-CAI..C-tJLATK)M;
<br />on 24 Gage GalvanLiced Stefel Storm Panel for max1rinum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rations; and comparative analysis, arid in accordance with
<br />section 1604 ofthe Florida Budding Code. Catrulaflons prepared by Tifteco,
<br />ft., dated 12fl 8110 and OK7113 (for this revision), signed and "sled by Walter
<br />X Tilit, Jr., RE.
<br />MA116-SILE] M PACT RE,%3-TANC E:
<br />Large misAte Impact under section 1609.1.2 of the Florida Building Code, as par
<br />SSTD 12-99 Standard and TAS 201,
<br />4,LMVW_N0LQQ$__RM$TAM _CE -
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain 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. 20-1175�
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 91 TIO, 11, 13 thm 16
<br />and 1 6 of 18, of Product Eviskieflon Document (FI D.), drawing No, 20-175.
<br />24 Gap Galvanized Steed Storm Panel has been verified for code compItiance to
<br />Twork as a non -porous slorm sh,tiffer assembly, as per SSTD 12-�99 Standarcl,
<br />X&TION RXLQKtAQ_MA2M2 3
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<br />Installation shall be performed strictly in accordance with detaif,, indicated on
<br />sheets 3 thru 8, 12 thrut 1 8 of I 8 T of Prod Lict 6valuatiGn Document (P �E6 D.)�
<br />drawing No. 20-175, Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 S. I 6 and 18 of 18, of Product Sval uation Document
<br />(P.E.D.), dravAng No. 20-17&
<br />6. MATERIAL (;KAMCTERiSTIC�S-�PECtFICAM-N�;,-
<br />Shag be strictly in aociordance With General 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 />Anchor specifications shall be as Indicated on sheet I of 1 8, of Producl
<br />Evaluation Document (P.ED.), drawing No. 20-17&
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<br />71, Shall be strictly in compliance with General Notes No. IT 8 thrulot, indicated
<br />on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175
<br />prepared by'rifteco, Inc. and signed and seated by Walter A 171111, Jr., P-E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />I as defined on soulon 1620.2 of the Florida SuMing Code,
<br />7.3. Product shall only be Installed into poured concrete, mr1crate block, and
<br />Wow frame structures.
<br />Product Evaluation Report prepared by Walter A, TOM, Jr., P.E. (Florida License
<br />No- 44167), President ot'nitero, Inc, (Florida CA-OW6719).
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<br />SHEET NO.
<br />SH 1.0
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