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<br />9W TFR A- T4,LrT, JR,, F.E!.
<br />DATE: JTjly X 2021)
<br />PRODUCT CATEGORY-- Shi.dWs
<br />MANUFACTURER- LI-C,
<br />41W S�W. 51 Street
<br />Fhinda33314
<br />-1, ,. NMQ$_E_0F_E.VALL1ATI ON:
<br />This is a Product Evaluation Report nerhod by'viefter A. TRUL Jr, P.E. (S'ldlem
<br />ID # 1@016) In the Global Protection Products, LLG, Rule Chapto in No.
<br />6 I G23-3i Method I OF of the Florida Department of Dust nerns slid
<br />Proliesegartal Regulation,
<br />This product Is haling an Evaluriflon Report as described heroin, and has
<br />beeir vairified for hit accordance the 2020 Seventh Ediflori of the
<br />Florida Sulklipti Crace, add W %alify that the product is for the prpose Mendod
<br />at least isquitesent to Plot required by tire Code�
<br />This Product Evaluation Report sinall tit., subject to review and resliskin ineare, of
<br />a Sufklng CkyJa change that may affed- as limiftabons and con4rhmis
<br />Z�E�M�Vfflff _0:
<br />TF
<br />2-1- PROQUIPT-VALUAMON DOCUMENT DraMag lI 20-1176, titled "20 GAGE GALVANMED STEEL �ST'ORM PANEL.,
<br />shealsl thru26of'26praparedbyTilteco, Inc, � ansisealed by Walter A.
<br />THIlit, Jr_ P,E., dated 07128/2020 This drawlnp IS an Integral part
<br />Evalvallon Report, n A
<br />tI 441,67
<br />IIifallhreRE., 0 2120 F.E arid No
<br />i&Z I datet) .1 20ON, Treated 6, Tmd Henri P F,
<br />Les! Turned lho� aCib-197 oy QC signed arld canted by Fratrif. Grate, P-E.
<br />2-3- UCTUIRAL EN3!NEERit4 IOn 2.0 Galseadead Stli Spots Panel fie, allas maTumun) arichew spaCTen VF dosign bad and langth bases on national and and IF,, 11OM2
<br />on 1619 of the Norda Code, �"y 'd by crated 11103018 and efin d T If iFf� i L�Pee missile under 1626 or T,S,r5 201 Prolaro�,
<br />I VVIND LOARfS RES' V E-1
<br />'110 I'M I 11PS lWal !I Fffis le I fIas Tie I [Termallp tun as 260f2bof sheets 8, flti 11�
<br />14, I 26 26, of, PToduct Docurnen., IP F.r--,
<br />15L INSTAL THEIR:
<br />Installation shall be perfornied strictly In avc,ordance M-th dete4s indicalend on
<br />Ishould, 3 thru 10 20l 23, '24 and 25 of 211l FivaluaVon LW' &FIT
<br />(P.E.D. drawing No. 76, a1I Widicated on Sheets 8. 14, 16, 25 and 26 of of (P.E-0.)l, draleirva No, 20-4-AlL
<br />in, 51 I
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<br />InLORAL PRTl1ECNON PRoDucrs, LLr-.' I
<br />6,-MA-TERIAL HARAITER TICS AND SPE-CIFIOATJONS:
<br />be strictly In accordance with General Noves and Componardsi, Mtea-uted on
<br />sheet 1 2) and 22 of 26, of Produc Evaluation 0
<br />1 , acumeni (REL D., drawing
<br />No,20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evluation Document (RE.D 11, drawing Mo. 20-176
<br />he raduityrn Gent,firal rvaten loo I � a few 14. inicated
<br />I of 2lO, s s General Notes In 1. thru 4 and I I thru 15, indeopea
<br />on shaf I of 2h of (RE IIdrawing No., 20-176
<br />prepared nlhaso, Ngne<i FI Sealed by Waftf.r AL RE
<br />T2. may be insothed HIGH ZONES s
<br />d0first(I 6int secif0ins I 2 of the 1"Itted Proftocl - only Ce Into pcured frarne
<br />I'Miduct Evalualkin Report prodaired A T4W P E, On 441671, President off, ifter-ol Inc. EN A44167 f
<br />inIIF Et L L � 0 If', � !� R XJ 72&0
<br />a C: a- COMPANY
<br />'Rof)UCT- EIVAILUATION RET
<br />REPORT NO.: 20-072"T,y)-7
<br />RATE; Afly 27 � 2020
<br />PRODUCT CATEGCTFRY� PRODUCT SUB -CATEGORY, Sterni isenTels
<br />PFROUFJCTL NANI 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTUFtER� C
<br />Street
<br />1-FI) R_PQSE 0EF-VALUATION:
<br />This ProdFol Evaluation Report issued by Wailter A. Tilflt, jr,l P.E_ ISysterin
<br />LD # I 906) in The Global Protection ProductoA LLC, Rule Chapter dha�
<br />fill G20-3, Method ID of the Fharlda Department of Susi rusias and
<br />Prof,*wiam-it Ragulefirrair
<br />This product Is being sedn Repoill as oescribed herran, and has
<br />been varffled for in - eardarice fee 21020 afthe
<br />IstFloridir Burkina � I to verity *let the for the purpose at feafa to that requited by the GoII
<br />This Product Evolueacin Repari shiah Lie subject to review and revision in case Of
<br />a EnAlkling Code chandla that may affard: ift limilimlons and 2, EVIOENCE-SURMIFT-M,
<br />Df awitio No. 20-1 75f titled "24 ANTSE GALVANIZED STEEL STORM PAREL',
<br />I thru is ol 18 prepared by Inc, notned and sea6c] by filialter A
<br />r IfIITIfNAV 36th'itanifl, �Il Int Honda ni I
<br />R
<br />-COMPONrINTS FOR REQULAR fJFE SAFTTY
<br />ZZj�_UQRn:
<br />Larg-0 11rusictfoad tests WFTFO performed under &STO 12-De standard as
<br />section load 12 of the Florida Building Code, Uniform static loads as por
<br />Section 1 her AGTM E-330 Test reports isisparod by American TesdirlN
<br />Labol'South Flonda, Reporl#0814 01-01 crated by Olilliam
<br />R� sormaer, P�E , PIF � arm Horni, Hattern, P,E, and Report No.
<br />W'19 01-09, Voted Februarl, 25F 2009, slignad and slowed by Echeloned
<br />rimapada, P E, and Henry Hatticirm P E 1-a rge missile impact end Cyclic
<br />per, PTntrfch.I i0l TE 203 aspior 1609A.2 Of the Florida
<br />Code. Test Report imspAted by Arner can Tooting to a afF $or,#) Feworl NOA dahod Noinerricar23T 2010, signed and soared oyJui-q E_
<br />Gonzales. P�E
<br />ga, by Or. dated March if 3, 2009,
<br />Inec, and eshed by Frank Grate, PrE, us neASTM E-8 and Tensile Test as
<br />Per 00 MeWhaolishil Paper? No, I GKIM-11;U3, dated December 1, 2010 Tegned
<br />arid Sealed by J RE � as per AST&I E-R�
<br />Za, STRUCTURAL F14GINLE
<br />_JER
<br />-LATLONS
<br />24 Gage Gareartzind Or Sol Starrin Panel for maximum issued length fine wind I Ties, as -44I air maximum ancho r spacing vs. desig n wind load and panel
<br />baeon rational and comparer6lite analysis, and in accordance with
<br />section 1,604 of the Florida Building Code. Calculations prepared by TUDICI
<br />f nIV:, - � I 2h 811 0 add 3 (for this signed and waied t�yWaIter
<br />A Tillf, In, P_F_
<br />Z.-MIMILEIM-WEAC-T-RF.9;
<br />3�$ ANCE:
<br />T
<br />Large missile Impact under section IW9,1,2 ofthe Mand Braiding Codys- as per
<br />SST'D 1 2-99 Standard and TAS 201 -
<br />4_-WJWL0AI
<br />24 Gage Galvanized Steel Storm Panel has been arifieff to sustain efind
<br />pressures. KMAlrnum panel raralth shall be s indicated on riderm 3, 9, fild, I 1,
<br />12 and i7 of 18 of Product Evaluation Document (F.E.U.), drawing No. 20-176-
<br />kriaximum Anchor Spacing shall be, as indicated on sheets 5, 91 10, I 1, FlF3 then IN
<br />and `18 of 18, of Product Evaluation, Document (P,E.D-), drawing No, igr175�
<br />24 Gage Gallmlibeall fSlarnin Panel has berin Verified for dece compliance to
<br />SmOr as a non -porous storm assembly, as flat SSTD 12-99 Standard.
<br />S. INSTALLAILOM
<br />Jns_t�iidtran shall be peftnead strildly inmn7dance with details Inicated on
<br />sheells3thrue, 12thrul8ofl8,ofProd,uc(Evaluat,�oriDocument(P,E.L),I,
<br />draining No. 20-175. Minimum separation to glasss 0184 be as indlicated on
<br />sheets 3, 6, 13, 14, 1 5. I 6 and 1 8 of I 6� of Product Evaluation Document
<br />(RE-CF), drawing No. 20-175.
<br />-6,, MATERIAL CH
<br />Shalt be strictly in acic,ordance with General Notes and Components ebeet I and 2 of 1 9, of Product Evaluation Documeni drawl ng No,
<br />20-1176�
<br />Anchor specifications shall he as an sheet I of 1 8 1, of Document (P, E.Wf, diterwing No. 20-175,
<br />7-LIN ITATIFONS-MR0 �W N D I[TLQNll5 9 F. 7� 1, Shall be strictly irt compliance efith General Notes No. IS thiu 14, freficared
<br />on'shreal 1: at 18 of Predict Evaluation (P,ED), droneing Nie, 20-175
<br />proposal by Tilhiscia. Inc. and signed and Tested by Walter A, TlIfft, r, P,E,
<br />7.2. Product shelf not be litstalled within HIGH VELOCITY HURRIO ANE ZONES
<br />as deflied or, section 16202 of the Florida Building Carps�
<br />73. Peoduat shell only be installed into poured concrets, concrete block, and
<br />rancel parials structurmq�,
<br />Product Evaluation Report edby Waltio, A� IrTIM, Jr.. RE. Florida License
<br />NcI 44,167), President of TAisco, Inc.
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<br />for COMPU LEN IIIIlITTwith the 2020 F8C 7th El -tion InIANY ELI
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<br />20 GAUE GALYA
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