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<br />MU_MXJJEY ALVAU0115i UMIUS0. 21HIM-01 i
<br />I I L1 ECO eNc.
<br />TFLLIT TESTING & ENCHNEEPING COMPAW
<br />22,TES REPORTS:
<br />O.-MAT . CTERIATICS AND SPE_Gj1FbGAMN8;
<br />- —
<br />vi� ".�_ Tfujif, ii. P.E. ---.----- _. 010-* __ - -
<br />Large missrie impact and fatigue foad tests were performed Under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />Pi. 1. .."
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E 0 ), drawing
<br />?I C � Uu.- N.. D&ft-,*
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />No,20-176. Ancftr specifications shall be as indicated of) sheets 1, 7 and 21 of
<br />Testing, Inc,, Reports # 96-569 dated 08/0911996, #96-570 dated 09;18/1996,
<br />26, of Product Evaluation Document (RE.D.). drawing No. 20-176-
<br />PRO EYAWATION REPOR
<br />#96-T30 dated 09Q20/1996, all three signed and sealed by Hector M Medina,
<br />-DUCT
<br />P,E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated G4116;1 M and
<br />0 2126 dated 10/05/1998 witnessed by Gilbert Diamond. F.E. and Report No
<br />7. LIMITATIM AND C_DWtT1QNS_OF_USF_-t
<br />REPORT NO- 20-072111.01
<br />0210.01-09, dated March 4. 2009, signed and sealed by Edmundo Largaespada.
<br />P.E� and Henry Haftern, P.E.
<br />7.1. Shall be strictly in compliance with General Nootes No 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-1 97 by QC Metal"call. Inc., dated March i 3, 20K
<br />on sheet 1 of 26. as well as General Notes # I thru 4 and I I thru ifi, indicated
<br />on sheet 21 of 26 of Product Evaluatiori Document (P, E, 0.), drawing No. 20,176
<br />PRODUCT CATEGMY: Shutters
<br />signed and sealed by Frank G;;t"a, P,E
<br />prepared by Tilteco, Inc, and signed aW sealed by Walter A Tillit, Jr, P,E.
<br />PRODUCT SUS-CATESORY: Storm Panels
<br />"-STRUCTURAL ENGINEERING CALgMLA710N%-
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Slorm Panel for maximum panel length vs- 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 vs. design wind load and panel
<br />MANUFACTURER: LLr-
<br />length based on rational and comparative analysis, and fin accordsincevvith
<br />'Tilteco,
<br />7,3. Product shall only be installed Into poured concrete, concrete block, and
<br />4800 S.W. 51 Street
<br />section 1616 of ft Florida Building Ceder Calculations prepared by Im-,
<br />wood frarne structures,
<br />DeMe, Florida=14
<br />dated 11110308 and 03/1 ?J15, signed and sealed by Walter A. Tillit, Jr., P E
<br />1,_PVMQ5EjQF_9YALUAT10N -.
<br />3. MISSILIE-IMPACT RUIMNCE;
<br />Product Evaluation Report prepared by Walter A, TOO. Jr., P.E. (Florida License
<br />This is a Product Evaluaticin Report Issued by Waftw A. T11111t, Jr, P.E. (System
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />No 44167), President of Tilteco, lnc� (Ficinde CA-0006719),
<br />10 # 1906) to the Global Protection Products, LLC, Rut* Chapter No.
<br />TAS 201 Protoc-)I.
<br />OIG20-3, Method 10 of the Florida Department of Business and
<br />4. MND LOADS ReS,jS1AhfjC&
<br />.1"'"o"04#1"
<br />. P, -i "',
<br />101"Ii,A I Q,
<br />Proliesslooriiiii Regulation.
<br />-
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustair wind
<br />.:
<br />I � .1-, ,/,:"
<br />�
<br />� ." C�ENS`, ;P&_
<br />1� . V, "I . .. . �
<br />"
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum Parisl length shall be as Indicated on sheets 8, 10, 14. tli�
<br />16,19.25 -46 26 Product Evaluation
<br />I ,
<br />__ 1, --.* 1 . '-. S
<br />- , -
<br />-S:lr 44 67
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />and of of Document (P.E.D.), drawing No.
<br />�_ - _;�,o.
<br /> - __ - _7n� , . =
<br />- i *=
<br />___ - 1 * .. � .*
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />20-176. Maximum Anchor Spacing shalt be as Indicated on sheets 8, Os 10, A 1,
<br />�
<br />I i 5T 1 7, 18� 19� 20 25 20
<br />- . : =
<br />-_'r _'_ _ ""I �'O". NF *,
<br />_e "7
<br />SrATE, '71
<br />at bast equivalent to that necuireld by the Code.
<br />-t. and of 26, of Product Evaluabort Clocurrient I�P,E� Dj�
<br />drawing No. ZO076.
<br />"]C,A , Ij .
<br />�
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<br />"O. . - .
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<br />� _�� ......... I. ",.
<br />This; Product Evaluation Report shall be subject to review and revision in case of
<br />, �, ,
<br />'If A
<br />- imitations and conditions
<br />5- INVALINAIM
<br />" 11104141 t',"O,
<br />Installation shall be performed sirictly in accordance with details indicated on
<br />Z EADWOE IUBMITTM.
<br />sherets 3thni 7, 10 ftu 20,23,24 and 26ot2(35, of Product Evaluation Document
<br />WAT"LL
<br />D � TIL'7FCO ADVION PEIZORCS i P. 6, REPnRT H � GLOPAN PROTLr TlOr� PROrour.-, S Lo-C 6 20 --AUE
<br />2A_KQD QTIYALUAMN DOCUMENT (P&D.,�
<br />(P,E.D.), drawing No. 20-176. Minimum separation to glass shaft be as
<br />_-AIVANLZED STEEL STORM PAMELi DRY&'* �1�176'4ttPc 4T *2M726,01
<br />. DrwMng No. 20-1176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, K 16,25 and 26 of 26� of Prodict Evaluation Dmument
<br />sheets I thru 26 of 26 prepared by Tifteco, Inc,; signed and waled by Walter A.
<br />fRE�D), drawing No. 20-176.
<br />Tillit, Jr., P,E.; dated 07128i2020. This drawing Is an integral part j
<br />A, MES",
<br />"AttiolifINA4,
<br />Eveltualion Report. "40q
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<br />WALISRA TK! 11, XL� PC. flt nit� �! Coin
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<br />T ,JELLIAMNAMR1 I1_1i1,TftV`o�11Xo1[;1
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SLIB-CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME;
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL .
<br />MANLFACTURER:
<br />G'Qbi1I--'M*C'WptTQdUM1rL1.!C
<br />4800 S,W. 51 Street
<br />Davie, Florida 33314
<br />1. F-UREQWOf -EVALUATM
<br />This is a Product Evaluation Report issued by Wafter A. Tllllt� Jr., P.E. (Systern
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G29-3, Method I D of the Florida Department of S u st ne*3 and
<br />Proofosialional Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verrilled for compliance in accordance with the 2020 Seventh Edition of the
<br />Florlds 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 Reporl shall be subject to review and rervision in Case of
<br />a Bulking Code change that may Affect Its limitations and Conditions
<br />Zr;)6QIEN_CE_SUAM_1TT_EM
<br />2.'L "QD.Ul��*U-EVALVATIQN-DQCUMfNT-LP-,.E,D.,�,,
<br />Drawing No. 2C-1 75, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared i�y Tilteco, Inc,; signed and sealed by Walter A.
<br />Tiflit, Jr, P.E,; dated O7f2712020. This drawing is an inteR ,Is.
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<br />Large missile impact ioad tests were performed under SSTD 12-D9 standard as
<br />per section 1609,12 of the Florida Building Code. Uniform static loads as pw
<br />Section 1709.8.3, per ASTM E-330 Test reports prepared by American Testing
<br />Lab of South Florida, Report# 08114�01-01 dated 03111102 witnessed by William
<br />R. Mannar, P.E., Boriz Maroz, RE, and Henry Hattem, P.E. and Report No.
<br />021 9.01 -09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespads, P.E. and Henry Hattem, P-E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of1he 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 Jullo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. QCM-198 by CC 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, I OKM-1 3118, dated Daciamber 1, 201 0 signed
<br />. and sealed by Jerry Jackitano, P.E. as per ASTM E-B.
<br />V-1TRUCITURAL- ENO ERINSCALCULATKM;
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wind load � as well as maximum anchor spaicing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 1211 8110 and OW7113 (for fts revision), signed and sealed by Walter
<br />A 11111t, Jr., P.E,
<br />3. MISSILE_1AWACTRf_= -ANCE:
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<br />Large intssille Impact under section IW9.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard sind TAS 201.
<br />4,.M,-W C - E: .
<br />24 Gage Ivanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3,9, 10, I 1,
<br />12 and 17 of 18 of Product Evaluation Document (PRO.), drawing No. 20-175�
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16
<br />and 18 of 16, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been ventled for code compliance to
<br />work as a non-piorous storm shutter assembly, as par SSTD 12-99 Standard.
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<br />FROIDILCT XVAALU - I I
<br />SR MALLAT1104-
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175n Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13.14, 16, 1 6 and I 8 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />S. MATIERIAL CHAPAMEMMIAh"PEDIELCAMW
<br />Shall be strictly, in accordance with General Notes and Components initficaltec 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 />Evaluation Document (P.E.D,), drawing No. 20-175.
<br />7__UM1TATK)WAXQ_CM1T"N PF-UM
<br />7A � Shall be strictly in compliance with Genetral Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 1 8 of Product Evaluation Document (P.E.D.). drawing No. 20-175
<br />preparad by Tftw. Inc. and silignad and sealed by WalterA. TAR Jr., RE,
<br />7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code,
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frarne striactures.
<br />Product Evaluation Report prepared by Walter A. TIM, Jr., P.E. (Foorloda License
<br />No, 44167), President ofTifteco, Inc, (Florida CA-0006719).
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