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<br />TILLIT TESTING & ENQIIt1EEpING COMPANY
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-072e.01
<br />OA rE July 28. 2020
<br />PRODUCT CATEGORY: Shi.rtters
<br />PRODUCT SUB -CATEGORY: Storm PaI
<br />PRODUCT NAME: 2u GAGi_ GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products Li.G,
<br />4800 S.'I& 51 StrfI+ir
<br />Davie, Florda3:+''14
<br />1-PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tiillt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3. Method 10 of the Florida Department of Business and
<br />Professional Regulation
<br />This product is being Issued an Evaluation Report as described heroin, and has
<br />been verified for rompliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to vorify that tile prudicl is for ttic purpose intended
<br />at bast 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 cf'an<lc: th:)t may affect Its limitations and conditions
<br />2�EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P,E< Q;
<br />Drawing No. 20-176, fitted "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Sheets 1 thru 26 of 26 prepared by Titteco, Inc,: signed and sealed by Walter A.
<br />Tiilit, Jr., P E.; dated 07/28/2020. This drawing Is an integral part %Qpis
<br />Evaluation Report, ;�P�• IiR A;,T/Cfflr!%%
<br />�-`' ND: 44167
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<br />y F�rS� OPIt)� ryq."�`,,
<br />63 ti3 N W. 3 Sd1 Street, Suitt 305,14tiBtni, Florida ?91 b6 - t'hoae: (3q5) 871-1530 - t aQ1'.PA Lti 3 I
<br />MODUC1E1'1 LU&1iCINFj1";jLB(,L1,U_i;?3u.tr1 2
<br />2:,2, TEST REPORTS:
<br />Large missile 'mpacl aild tsitlilue load tests were performed under Protocols I Au
<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 AS,
<br />Testing, Inc., Reports # 96 569 dated 081C9!1996, #96-570 dated 0911811996,
<br />096-T30 datod 09/200996, all three signed and seated by Hector M. Medina,
<br />P.L. Fenestration Testing Laboratory, inc. reports t! 2032 dvttrd 04,116i1998 and
<br />02126 dated 10/05/1998 witnessed by Gilbert Diamond. P.E and ReportNo-
<br />02% 01-09, dated March 4, 2009. signed and sealed by Edmundo Largaospada,
<br />P.E. and Henry Hattem, P.E.
<br />TensAlle test report No. 9CM-197 oy QC Metallurgical, inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate. P.E
<br />2-3- STRUCTURAL ENGINEERRRPANO CALCULA71Qi!LS:
<br />On 20 Gage Galvanized Steel Stone Panel for maximum panel lentillh vs. design
<br />wind load, as well as maximum anchor spacii vs: design wired load and panel
<br />length based on rational and comparative analysis. and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc,,
<br />dated 11103JOB and 03112115, signed and seals d by Walter, A. Tillit, Jr., P E.
<br />3. MISSILE IMPACT RESISTANCE,•
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4 WIND LOADS RE$I$TAhICE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14. 15,
<br />10, 10. 25 and 23 of 26 of Product Evaluation Dur ument (P E:D.), drawing No.
<br />20.176. Maximum Anchr.)r bpacing shall be as indicated on stknots 8, I+, 10. !'I,
<br />14, 15, 17, 18, 19, 20 25 and 26 of 213, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />5, INVALLATiON,
<br />Installation shall be performed strictly In accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26. 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, 25 and 26 of 26. of Predict Evaluation Docaimeni
<br />(P.E.D.), drawing No. 20-176.
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<br />mm -SI0191 1NAiu) COSTING, WALL MCNORS SKA11 RE LONG EA In, TO "LAC• 'IQ' `AAA, TIWJ('TURSUCH PANELS
<br />KNND SPANELS
<br />' STORM ANAEL 3HOI0 ON r.as F ACCUC, t.k,, <N �,,f ,mENI r [ D ' HAS MIEN YL W1 , I '-A I AVM-,. • ., A,K:NDRAO[ SHALL 4E aMERTIONO IN 0 1) � IN It . •
<br />A;.CORDANC( MYTH THE =0 0" EDtT10N) or 7,4 FIOREYI BNiLEIRI SOUS. (C) TE,*=ASaW..iP,ttl_16..1,3&LC..:,.0311/Xi.,
<br />I/I'r TAPCON ACCe0115, A5 vANALFACTURED BY .I W emoo we
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<br />WINK LAMAP-1W % ac 41T O[fN THE
<br />A4 PER SECTION 1a20 Cf' 111E ABF4 MEMgMEG CODE. - f14-70 1w'ELMATt F MKC 10 AND PANELMATE PLUS ANWORS AO AA^ .RACiUL*FL. V, I •, ,' 1N5TM)C,N)N PRODAI
<br />A^N w'N.T 5.tE0 4S RCOLMKO Bi TIE WNE7E THESE t4.LITICRS 9Ta1 lot IN'sTAil@ RNLI
<br />F TAT A (ANrr'1NTIAA M INOCR Itr'-045.1,15M ASCE Y-18 *0 WILL NDr EaEIO TM Y"TARN (AS0 p - e/,I"M uc0 50RC'4S PER N0.5.
<br />OCUA PAI:S`:iLAf kAT7,G5 A400CAIED AM SHEETS T TWRTF 12, 14, $5, 14, 19 4 2D. - E/WO , 5/S' EEOOb 4L'ISHM0. AS 015TRA9UITD NY AT Pawl SL:REA, BOLT k SPEUAI'1 tc
<br />IN' CIR'CCP TO .'ER1r. T.K Ai K OW090K OLIMMITE Ot W00 40" DDVOAMW Pry AS'Ct i'-t'0 C'rl M"AMNAM DW401'itG 'PADOTRADCAN IWO WOW 0( TAW,EN. MA:ffifNY SNNU BE I 1/)• uu. `e n,.- PAMLM411 PLUS
<br />SHALL. FA ,TRIP RT'AA:EO i0 ALSO OESIGN "NO tom axrwLyw toEltl BY 0.0 LM oRGER tTi ANO PANEIM.IL'1 r''EMAtE IO
<br />' CCAd MK 114E:A': W/ MAr (-5;1) Or1AGN PRESSURE WINDS NOCAM LIEF SHMIS 7 CHOW 17. i., 15, $9, 19 A, all
<br />I "":) MM4MYM TNTR71OE0 PDE11L'171CN Or LAG SCREW, INTO INEW"WFRAME UW SN1A, 5i. - r'•RrAPrr,
<br />IN LINDEN 1G AWRY I- MA; -Lit% ON THIS IFC:0 AS ?1= MEMO MEET OWN SaRESSED, A SSi WCTiir.ASE W .A AiWAR.I PEANERLNWN Wto STUCCO 6NAL+ eE CoNstow AS PAR1 K THE woken n) THINEA"r, rlh( II•. I,
<br />STRESS roR NAND cf.43S WAu D&L USCG W fl4rJR ANALYSTS, rAvoilm SPACAC TO 06 HAS BEEN DETERMINED .11
<br />MIN N,DS 7U'0 F.:; W MIAI EOOF DISTANCE Or LAG SCIRMS, INTO WOW S)W1 St AS R4OACATTD IN :16 DNA.•..
<br />STORM PAMi AIMULAIAY .0-MIA, I VIO WON) MtIMAMCE NAS BEEN VERIFIED W ACCORDANCE IRA SECTION 1626 Of
<br />THE ABOVE MENTION" CODE AS PER NLWIIM:AK CWNEEPRK, k TE'S111o: PAC REPORTS 94-40. 94-S20 a 96-73C AND I- •I N.N.IAM rE11'lAA LP, "A AGD" 4:1A#W- 4N,LL BE NIS' 1/4• 0-2U SCRETIS USED 9vA, AN 0-1.
<br />1,11415R6{TA3H, TESTING LAB PAL:., AEPO"'$ r2012 • II AS TRIOIIKOA5 TAS 201, HAS -ION AM TAS-201 `A+,tAC •.'IF1!'- [AIST Alit, 1• MANNa/M ,OR WN_ I; WITH No STlJCW
<br />I .1 will .y AME,RCM. TEST LAB or SOUTH FLON9.w RFPORI 0021.01 OP. Fr PTA 'AS 2f,l W, 20' -0 C V AN CASE TMi AA ECA51 STONE. OA' AIR:A• ,Cv--I ANt-', .rr.,.:1 1 .r:NG BOAADS BE i'O,K,' A). IN( L IA5 X.. low-.0"TALL. ANCHORS SNKL BE LONAC [N1A;t IIJ 41X I 1 ".11 STR IO oft -NO SUCH PANELS
<br />2 ALL q:MNAAI ETrAIr`~- '�'BE bob3-Ta AISDY AND IEMPEII. ILNUV. O1,41WAN E NOTEO! SEE SAC(- . ANCHORAGE S.4KL OF AS LNA1TIEPEC ANC 1) 0: 21 a _ 4)
<br />3 ALL AL.LIMINALM SINE! NFrM USED AT CLo5t4M5 MALL NAPE 3105-4I4 ALL.O•. (EA ANCNOFK S.NL: BE INSTALLED FOLLOW" Al OF IH[ AFrI,MMr NCF:+ ',. ML 't•E Lw,riti NS OF INS ANCHOR'S LMIIur*:TlpCR
<br />I + ALL STEEL SHEET MIIA 1+ANE'.'. SNANI NAVE STRUCTURAL O11AL111 STEEL ASTM A-403 CA" 50 MINIMUM. I-•6:.'
<br />oNLvAMiEO Tim ccs.GNrATION Nrr,. -4 - Aa !4FIEEA WOOED) 6 I•N4T-S MAY N.m at INSTAELM R M LINTALLY EO LEDDNO INSTALLATION DETAILS 511OWN ON Srt'nON T T,VMyi0H 10 ('SHEETS 4
<br />%.A,";. ,'I i 1',rr' '+ , NFArWW, M A m 94ALL NOT BE USED
<br />` A.I N,;WE WA TO OF STNN,rSg STEII 304 ON I't NV SLN{', •W «:R/A'�S'C,. «t 4./A'.' "MTEr CAA!(JftN S�ECL A5 PEt 9 O SHILL b[ THC RL SP.iNS•iML.T' ,'M1 '1d _nwINY. IrAr In
<br />LAN 5DO14 w.1 'A •A, •'W10 SMW)4fH AM 90 Sal TENSRL ST WP4 A 51YLL cOMFT' A, NIA .,, .. YCWI^f THE SO,INDNESS Or INE SRNC'tUAF ww'AF rA f7II( , T1 BE SECTION 2- 2-•' J J A r ATTA410 1O WRARC PROPER A,CMORAGE IRIS Wri"IR s„A I 1111 la AiTAI4(D In CrINCRETE: BLrn.1 0P *),.L, !RAMS
<br />1RIL, DIFI S.
<br />I a III IS TO BE Ay`4 >` ',,, A1rr Or[t I. OR ASI 50. O'RAES S1Ar4IIS STEEL: 0-11. 16 A., N,A:MUN • It, 1.
<br />STRENGAi(CAHOR$ TH TO WALL t.AK_ N : -A/'N REGULAP STORM PANEL Wrl. LINGIH4 CWV 4-4 T IRoUGI" 12 A AS ,At. Air lIOS. 9. 8, 9 a. ,O ANC ACr'RNAllbl S P.
<br />E 11• 9W k Imk ON SHEETS 5, 6 k 12 IIESPLC1Ko. E41A.1 •AM, A jo KALE INK.• RPA01L1 VISIBLE FA OOMiG APSI"AINU rARA!w (IN
<br />lTwu- TO I(',T,URE PANELS MrF1 APPLY-A4LC ATEPI'fF(CEAKMI tA*INx; MR.O[•S 'N ,LmKMNE WAANEAC
<br />IA) t0 [1aS'TR4G.-PMr1aELTSOIFwRL'rt It n'E `rtrA.w AfArtAI L:LININPKTON $5 TO SEALffiLUL11 4L STtaITrE'W CCA11'OIIEW EDGES RAAEAI RDMAM NP ,"T`:NTrN,CL!5 nv1A NI n•'
<br />. I/4'TAPCON ANCHOR_`} AS NArn.r 11 LI'' w ,Y ' 92 ) :,,E Pik-04,; I'I' P4'c1,'NF IWNo/RAW IN t�I{tlrNCkT.
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<br />I (MET I'L.3000 P.A.r) ,1 0FOYMC, MT THE „RISI1•L11Cw Wit P, rv,-R.IF1 AS APPLEt1 TO
<br />i - r14-ID PAM.I1MIr rCMAE D a PANEf WIC. PUTS ANCHOR$, Ai MAAUlALTIAREi F'. A' II, , 1c+tG,.ICli 15 (.) MIS PROOLK.i ENKUAtQ1I OOC1NA Nt ,v I . , P E-AN(L 9" THIS CROWN IS CENEW. V'i' : f' ^IuTM;1 IFA`()RMAI✓JN
<br />i (ae. f'r-33% PI' ) FOR A SITE SPCCOW PAD.FELT, 11 NNILH( DO :Alt r1/
<br />114-0 er rap -GATE ANr'.Ar1N5, AS Mat"ACIt1RED BY Tali-rw CORPORAM7N (• c %'N) c - 1 .ANL,A OF -Tr FROM III r E ;, ~
<br />I Fat CONTRACTOR TO BE IHSPONS011 f. ' SE IC,I„ I •-r IWIA Ave IN51AtIA"A:N NCLUOING 0•'. '4 . "N,w.ICT
<br />A1) LIrAYlY E14O::4NNf W" iAHCpr /NG1'P7R5 INTO POUTED CONCRETE S.W1 BE -'-/1' !' EGA NAvt:. V<'., v,.r PASTA am TINS PE.O. PROVIDED E.'`.'- 1 ;T 1'r. IRCAA T19 CCHOATIOIAS XTMEII (1'F.:r11, 11,
<br />C AMID P,MW-R 'LDS AVID 1 I/r' FOR Ci UP -OW AMCMORI tONSrRLIGTIO-N SAr'ETI, Al SRS . ".L A: '. F :.":1 _AISiEW Tn'
<br />•L2) CAA-W a 1"-Stl ANC14ORS SKALt NL CWKOCED 7/0' Nto THE POLW (, LONr.NC1L IN toaruW .N1 "to Hc) i'IIS PRODUCT VAA_AAT10N iXK•. w. ''' .1 . , ':i.'. UPI'; 1HA4GD if WOO91M
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<br />.PROPER US£ CIA 1W PF'. ht:NEEY -4 PLC, FD. AL NY AS A 0(LLUITED ER.WAR TO Tt4E
<br />A3) W CASE fAA,' PRECAST S102iE. PRECAST CONCRETE PMAELS. -,AVM. STUCCO OR WX1j 90ARL'. 1( "vAL ^ •A6 P.E.D E%C9O.-1A. VMLL SLaMI ,I -Ir. .All : ':-i 17 PE.'WK DFEA*NGS IM MTV"
<br />DUSTING WALL DR !LOON. AMCA,ORS SNAA. w LOAD E"DucN TO.TEACH TILE t4NN STMVCTUMr BCN.e) ;i,.'•
<br />PANELS "NOMAC:F 'i,A HI a MENTIONED IN At) NO N A2) (.)'Nits PEO SHALL BEAR 714E DATE AND CMIGAA '+Ltd. WI ,(.NET' IAF -I IAF :M J' I'.nAL
<br />INVIAM or RECORD 10141 PREyAREO it
<br />(4) 10 E5Ta1G CONCRETE Sacco' Oki. "AIM. U-aO ,4 M4TTIER TAANVrA1.IlANCR'S l/Kl 4W1 BELOGTED OIA A REAM.• YA,IBLE l0[/,iCA At 'r'AU
<br />T/4A1• r TAtP0011 ANL11OR8 A4 INNL4 M'I WRrn K1 , 1 A W)ADEL. W.PAfir. S-111$0 M ALXOIBTAPXT WITH SECOW 1109,95 OF FLORIDA IAUNOIPN,; OX7 E (i NE ✓ADS,
<br />- 1/4• P . P/a' CAtk-N AW.OVS, AS 4-.If.("WLr V KWAJ INC .MIN F-11,00 0•6i) SINK_ Bt r9ACr;i rDP. (vrrtt pRCNPAO LABEI IWO TO O01NN,, RAIN SECTION I",a.7 OF ,W
<br />'14'P x J/{ SOW --SET ARCHMO A5 CnilitkI IT, AL i'rM; Vwrl. 40'.1 L 5 ,"AMter rt, FLORMA 4WLCAK rides
<br />(Mk I -I OW P...i) 1FaS LN'NWPW SwLI ON4N MC 11'GtT1 TO
<br />r1- O AwCAAMn ftMN.E C AND ~LLMAtE PLUS ANCN[A S, AS MANAiFA1:.T,AN,L d, tL,-If CONSfP1ic"C'. �-�_., ..
<br />PIM FAN. 11 (N 1- 2071 P i A) pLl'M1119 OatAW -0AWP N N( STATE Or RfAM'w
<br />/A• . , r. IM -GAP AWP*RS. AS MANLFACTIFA O B1 11WI-F'A51 ALORPOMATIA dALY �`.PI A, 7/� -
<br />AA�� . /. " `- i [ Or OA. 91JILOIND CODE Ht h Vat6e:( Nw,ica,Aa Ion°
<br />81) MhNW E.RIEr•MII.' IA TAPCON ANCNOAS, ELCO PAFALMATES AND Cf TAP -GRIP NCL4JN, IWV 1„I :'Lr,.��AR'P'••`t(•i " ,
<br />BLOCK ,Prl 1- 10 , I/.- ,r
<br />1ftc° 4K :J GAG[ CALVATRIED WFt STORM PINEI
<br />3 x t.xM1 P.
<br />No: 4
<br />49) txX ^. a -7 'I -Sri AACIgRS SwW t£ EMBEDDED 7/4' Ik1G THE CONCPETE M. (i(7' IPaI •a c �,F�i t67 � _ .__.-. .. _ Y
<br />INTO s ( NI L ME FEARSOME, -/4' IF-20 SCIEVIS USED SHALL SE I t'7 V'M. NP.M'M :<. 15atxnIIIIIIIII GLOBAL PROTECTION PRODUCTS, UC. P"I(„w,� -
<br />I.1': ,., N,,-. FOR WALLS AM lib STUCCO 4 Si OF I I LL E� C O , M L .6R::. • + NA,
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<br />INSTALLATION DETAILS FOR RECULA PANELS, j _
<br />INTO EXISTING POURED CONiCRETE OR CONCRETE BLOCK STRUCTURES ao�.AACJADRA
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<br />Shal be strictly in accordance with General Notes and Components indicated on
<br />she: t 1, 2 and 22 of 26, of Product Evaluation Document (P E.D.), drawing
<br />No.� 0-176, Anchor specifications shelf be as indicated on sheets 1, 7 and 21 of
<br />26, Li Product Evaluation Document (P.E D.), drawing No. 20-176.
<br />7. L,MITATIONS AND-COWTIONS_OF US-E:
<br />7.1. ',hall b(: strictly in compliance with General Notes ND, 1. 81hru 14, indicated
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<br />prepared by Tilleco, Inc. and signed and sealed by Waiter A Tllit, Jr, P.E
<br />7.2. •'roduct may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />tlefln,)d on s3cl nn 1620.2 of the %nda Building Code
<br />7.3, c'roduct shall only be installed intu poured concrete, concrete block, and
<br />woo(1 frame structures..
<br />Prod act Evaluation Report prepared by Walter A TIM Jr.. P.E. (Florida license
<br />No 4167), President of Tilteco, Inc. (Florida CA-0006719),
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<br />TILL:IT TESTING 1S IINGIIUIMAING COMPANY
<br />WAL1•ER A. '17IL•LIT, liL, P.E.
<br />1 ,
<br />REPORT NO. 10-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Glotraf Protection PrOtdu:cti,.LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION1
<br />This Is a Product Evaluation Rpy:n issued by Walter A. Tillit, Jr., P.E. (System
<br />ID tY 1406) to the Global Protection Products, LLC Rule Chapter No.
<br />61G20-3, Method 1D of the Florida Depariment of Business and
<br />Professional Regulation
<br />This product Is being issued an Evalualion Report as described herein, and has
<br />btaon varifiod for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, fir%d to uIIri(y that ;he 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-,_EVIDENCE SUEiNATTEE);
<br />2,1.PRcltSltJC €YALVATIQN.QQCUMENT (P,E,D-;:
<br />Drawing No. 20-175, titled A24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sneers 1 thru 18 of 18 prepared cy Tilteco, Inc.; signed and sealed by Waller A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing Is an trite $ I t Q'.Is
<br />Evaluation Report ``,►Y`�,�t I..,„R,..... Z/j'
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<br />. ° STATE OF :4C _
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<br />Large missilo Impart :oad tests wel"e partormed undei S',A U u.�-lk siairid t d its
<br />per section 1609.1, '' of tho 'Florid.;, Building Code. Uriifnrm '.!atit: loads as per
<br />Section 1709.8.3, p:-r ASTM E-310. Test reports prepared 1.•v Arwi. r .,fn Testing
<br />Lab of South Fkxidrs. RP.fK)rt 4 0814.0'-01 dated 03?11i02 wlli)6E•I.md by William
<br />R. Mehner. P.E , E ,rF.: M,Irn:' '.E, and Henry Hattem, F.E. ir.e Rr!(joit No.
<br />02114 01-09, date F-natu3ry ' 5 2I-.109, signed and seated by Edrrur,do
<br />Largaospada, P.E, ,and Na,,,ry I f.)!rcm P E Large missile impact and cyclic
<br />loadings per Protocols TA5 20 I & . U:; as pE'r �,:,.lion ' 609.1,2 of the Florida
<br />Building Code. Test Report prE';Tar�-o by Anr.i (,a,l Faslt,Tg Lab of South Florida,
<br />Report No. 1123.01 10, dated Novemtaer 23, 2010, signal arol ::eared by JU30 E.
<br />Gonzalez, P.E.
<br />Tensile test report NA• _T ,kl- I NI !, I C)C Metallurgimi,al, Inc., dated March !3 _00'.),
<br />signed and sealed ',v Ft;t II• ,;r:)1A: P E, as per ASTM E-8 and Tensile T'Irl I
<br />per QC Mclallurgic;al fi+ao ;n •d:,. ; (IKk1-1318, dated Decomber 1 2011i 'T:,Tr1( i
<br />and sealed by Jerry .,::ic :r,:no. P.1' is per AST64 E-8.
<br />2.3. STRUCTURAL rNGINEERIN(,; IQAl,.l;ULNATI0W-
<br />On 24 Gage Galvani;_o,l ,;iIi . ?r:.rin, Pawol for maximum panel length vs d-!iri,;n
<br />wind load, as vPell a-: eToKroiir-n ,-u r: her spacing vs, design wind load and panel
<br />length based on rational :it 'i I „rn,a,.,lrvN ilnr)I/sis, and in accordance with
<br />section 1604 of the Florida BudC y i': !.i C mlk.tfl ations prepared byTilteco•
<br />Inc., dated 12118/10 and C$1: 7rt,: �fr3r I!). r:vvimn; :;iyned and sealed by Walter
<br />A. Tillit, Jr., P-E,
<br />3, MISSILE IMP CTQEUSTANCE:
<br />Large missile impact under section 1609.1.2 of MFr Fior,i,, nuddirg Code as per
<br />SSTD 12-99 Standa nd TAS 201
<br />4. WINO L 0- D$_ REll $1ANCI.:
<br />24 Gage Galvani,z•,:1 Steed Storrn Panel has beeil ve,lMOO !u :su5i;,in 'mind
<br />pressures. Ma'ximtirn i Lintil tin-glh wholl be as indicated on sheets 3 I) 'It' 11,
<br />12 and 17 of 18 of Pr viuc;t L'.,I,,,:,!ir'n Dc•r,umerit 1P.E.D.), drawing No. 20.175
<br />Maximum Anchor Spacing shall t:c :t; wdr;.-ited 1:n shoots 5, 9, 10, 11, 13 that 16
<br />and 18 ci 18. of Pmduct Evaluation Do(;urnerA (P E.D.), drawing No 20-175.
<br />24 Gage Galvanized _:feel Storm Panel has been verified for c (xlE L,r:II,,I•nl( l= to
<br />work as a non-porou,- S1urt1T shutter assembly, as per SSTD 12 9!I :�tar,,tar f
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<br />5. INST'ALLAW,!!I,).
<br />installalion shall be performed strictly in accordance with details indicated on
<br />aheels 3 thru 8, 12 thru 18 of I SI of Product Evaluation Document (P.E.D.),
<br />drawing No, 20.175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6 1 3. 14, 15. 16 and 18 of 18, of Product Evaluation Document
<br />(P E.D � drawing No. 20-176.
<br />6. MATERIAL:, CHAMCTER,ISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indlcaltic otl
<br />sheet 1 and 2 of i8, of Product Evaluation Document (P E.D ), drawing No.
<br />20-175,
<br />AII,.hrlf spel'Ificallons shall ba as indicated on sheet 1 of 18. of Product
<br />E miveltT.Ni Dula,ment rP E'.D.), drawing No. 20-175.
<br />7, LIMITATIONS AND CQNA17►<?NS_O�_IlSE:
<br />/ I FI,:LI! c'(4 Scricily it-, compliance with General Notes No. 1, 8 thru 14, indicated
<br />ulI stink•! 1 of 15 of Pruduct Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tilleco. Inc. aril signed and sealed by Waller A. Tillit, Jr, P.E.
<br />7.2, Product,►hall not be installed within HiGH VELOCITY H(IRRICANE ZONES
<br />as defined crl section 1,320 2 of the Florida Buikiirvj Code
<br />7.3. Product shall only be installed into poured eoncrete, concrete block, and
<br />wood frame structures.
<br />PoCcItM Evaluation Report ortlpared by Waller Tillit, Jr-. P:E iFlc• rida Llcense
<br />No, 44167)„ President of Tilteco. Inc. (Florida CXCM6719).
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