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� \ <br />/__1r­­ " <br />- <br />. <br />/ hL1EC0ir4c\ <br />TILLIT TESTING & ENGINEIRIN01 COMPANY <br />WA_ T_,TFR A. TWILLff, JIL, P.S. __ . . __ ____ alk,ce(jimo1com <br />ri.FtAff� �, ­l7i <br />PLC &�­N6'*,, - <br />PRODUCT EVALUAT92N RE PORT <br />REPORT NO.: 2"720.01 <br />DATE: July 28, 2020 <br />PRODUCT CATEGORY: ShutIters <br />PRODUCT SUB -CATEGORY: Storm Panels <br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL <br />MANUFACTURER: Global Protection P=Iuvu LLC, <br />49,10 S.W. 51 Street <br />Dow+. Flor:da33314 <br />L-PURPOSE OF EVALUATION: <br />This iss Produrt Evnitiation Report lisskiod I-)y Walter A. Tillit Jr., P�F. ,'�ystern <br />ID # 11B0,13) to the Global Protection Products, LLC, Rule Chapter No <br />6 i G20-3, Method I 0 of the Florida Department o f B usiness and <br />Professional RGQUletion. <br />This product is noingi Issued an Evaluation Report as described harrim, and has <br />, <br />been verified for compliance 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 leaw equivalent to that irmiarml by the Code, <br />This PrIntitict Evaluation Report,ghall be subject to review arid revision In case Qf <br />a Buildirwj C(Ae &amc that may affect its limitations and condidom <br />, <br />Z. RMENCE- _W 5 M I TT ED - <br />2.1. PROIDUQTEYALUATiON DOCUMENT (P,E,Q,);I <br />Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL'', <br />fihests I thru 26 f); 26 prepared by 7illeco, Inc.: signed and scaled by Walter A. <br />Tillit, Jr., P�E.; dated 07i2812020. This drswing is an integral pait olUAIS <br />Evalus!fon Report, % "'kil, 11#,, 4, <br />'01. tR A. T�41 �'!', <br />41 IP; ........ I. /11.1+1 <br />lzl�iIL._` <br />I It . V\G SN " V- S <br />� _*__ " , -� <br />,0._:3�7 1, - , 121- 'I .Il' I <br />I ;__-_ e -:' No 44167 1. <br />, 11 <br />. :�Ir!:�, _** <br />, , ;. * ,* <br />. " �. ­­ * <br />,--,..,- S . <br />, %.: ­-7--_ ." <br />. 'k.. <br />I <br />,%,. '.. At ..t, I <br />1%�Fil_ 0P.ID1`,.--*� <br />. , <br />t S ". ,\, _,* <br />1� S .. ... s <br />Al <br />t,,',iI N.%%� 36th Street, Suite 3()5, Miuni,]Florida 13166 - P' ,Rice: ,305) 871-153 0 - piaNN ,a.'.01 <br />- <br />R . - N, , 771, at 2 <br />2.2. T ST REPORTS: <br />Large tinissile'rilipacil and fatigue load Tests were performed under Protocols TAS <br />201, 203 as per Section 1626 of the Florida Building Code. Uniform static loads <br />ar. per TAS 202 Protocol Test reports prepared by Hurricane Engineering & <br />Taming, frw., Reports N W569 dated 08i'M30 N6. #N-570 dated 09118/19ge, <br />#96-T30 dated 09120/1�496, all three signed and sealed by Hector M. Medina, <br />P.E., Foriestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and <br /># 2126 dated 10/05/1998 witnepsed by Gilbert Diamond, P.E. and Report No <br />0219.01-09, dated March 4, 2009. signed and sealed by Edmundor Largaespada. <br />P.E. and Henry Hattent, P.E, <br />- <br />I ensile test rW)ort No. 9CM-197 oy (�C Metallurgical, Inc.. dated March 13, 2009, <br />stgned arid saaW by Frank. (3rate P.E. <br />2."TRUCTURAL ENGINCIE"I rp CALCU 13ORS: <br />On 20 Gage Gatvsni7� Steel Stonin Panel for maximUrr) pantil length vs. design <br />wind load, as vi!dl aL4 maximum anchor spacing vs. design wind load and panel <br />length based on ravonal and comparative analysis, and;n accordance with <br />soction 1616 of the Flonda Building Code. Calculations prepared by Tilte;A-, Inci, <br />riated 111OW08 and 03112/15, signed and scaltKI by Walter A. Tillit, Jr_ P E. <br />a-MS-SILE-IMPACT RE%5TANCf_- <br />Large missile Impact under section 1626 of the Fiond, 3 Building Code. as per <br />TAS 201 Protorol <br />4. MND LOADS RESISTAN-CL- <br />20 Gage Galvanized SteN Storm Panel has boan verified to sustair wind <br />pressurvis. Maytirrium panel length shall be as Indicatud On sheets 8, 10, 14, 15. <br />16. 19, 25 arvd 26 of 26 of Product Evaluation Doc(irnertt (P 5.0), drawing No. <br />20-170. Maximum Anchor Spacing shaU be as indicaled on sheets 8, 9, 10, I 1, <br />14.15,17, 18, 19, 20 25 and 20 L,,`26. of Product Evalija�on Document (P.E.D.). <br />drawing No, 20-176. <br />5. INSTALLAT110ft <br />Installation shall be performed strictly if) accordance with details indicated on <br />shoe" 3 thru 7, 1 0 thru 20, 23, 24 and ?13 of 26, of Product Evaluation Document <br />(P.E.D.), drawing No, 20476. Minimurr �io.,paration to glass shall be as <br />indicated on sheets 8. 14, 10 26 3nd 26 of 26, of Pifird,tct Evaluation Doc:wrient <br />(P. E.D.), drawing No. 20-176. <br />/00� ,,%�101101011t,' <br />, ��.k T1441'! . <br />....... �N, <br />". .. I/ +, <br />_ , �ENS,C-*­.5p <br />'0 <br />- J_*� .., \(, .. <br />1, :" . V . t <br />T___1"M__-4___:__ . z <br />I <br />.. <br />_ __., I__4_ ,' <br />. <br />_,:�� � � i *1 <br />I , - <br />, <br />'� - . - : F <br />___ __ %-$.,. b,,, ATE Of ,.- <br />, , � " - ,�V <br />% T_ik- � , LORI - N,*'.-' <br />"I", el . � i. ­ _..'C�. � <br />%v .0 <br />"', 3/0� �0� %��"% <br />'I;fNF1.61%;%0" <br />I <br />F" <br />,P ........... <br />ii. ____ - ,-"----- --- <br />- ­_ .---. -.-- _.___ <br />1 3) 04 LA%j 1�1 PRLrAS7 S" � OR PRECAST CONCRElt ­Jik I ', $�'IXCQ OR ACYIP 6,*­r-� "I �oltltj ON �,�-L <br />EXIS144C %%L. ANCHM SH04L K LONG 01IOUGM TO R$A,i, Itif KAN SIRXXTURI, f4lt�,�,V ,001 PANLLSS <br />STORM PAkEL �.IOWN ON THIS FIRC(�L�T -­1 ,� - DOCUIAEN? IF ED) -.. I,: L-1 il.ltfff'o PGR Comm4~, 11 <br />A%i�ODILAC( SllALI Of AS MENTIONED IN 9 1) 00 iN 6 2� <br />LCOFIC10-CL W;- 114 7020 17" E011ioll - i' r '% c-NA WILDING CDDL <br />K) YQUMM'Q WXD w. =Qrr_f,9_.V_ <br />DES -cm ­L tog" ,.,kL K DETERMIKl) A- ­­ � �'CN IWOF TIE 19LIvT �',­IFG CODE. <br />._�_� <br />- 1/4-0 IAO'CON ANCF,O4M, AS MA1N,trACTVRrQ ITY IT* 6U&Df- �, <br />FOR A "I, slll(v A,; 011COURED ey Tw ;f,,NI,xI I ., .NERE THESE Sm,"IEFOS .1 Of V"ALLIED, AND <br />_ 11 - I o DANEURATE rEMALIE 10 AND PAIPF�MATIE PLUS ANCHORS A, .-v#ACTI*ED BT ki 1, il�-P,Know PROC,XtS <br />FOR A Dnv�""I* "` 'WON KE.08!� US04 15" I 'it AND SHALL NOT 1.)K�ju 1. -Imitim (ALSO) <br />- 1/4'0 ,Ae SCREWS PER ALVA. <br />C1.1. PRE.vskAk AAfNr.s Wo"IFED ON swu`13 7 �0i-, 12 K 1!1. III, To 4k 70 <br />- 7/tg'. , 5/8' RC(1:1 SLIS40M. AS k1Sff1lfiK-TfD RIF #41 O*N1 S� P� I, 4l-,,J k SFEC%Atl� eE <br />11 "Ow to vrAll Tic IQOK Do 0171CA, An"n KWA wo to" DETERMINED KA ASCIL 7-141 <br />= <br />t '� MINIMUM TL44CADED, IiI.W TPAtQN INTO WKXX CIF TA!'Cl.'N AJILKA;r 5­1. ,-' , V7' Wit 2* FOR F, I ', 10IeL4llTL ILU� <br />­�l BE FIRST REEXICE0 1C. AS D ww 10AD's w MLA rwit"40 I'Mot NY o 6 1. Dom. m <br />AND PiMIMALF PEmA10 'D <br />.VAIFE THESE III/ 4AA,I [A 19) D156:4 PRESS" flifilimiCtI *KmCAT1EC oil SHEETS I ',T6PU �.. 14 13, Ilk it a .Io <br />�I, ,ODER TO VERIFY THAI 40*.,illtl� CPI THIS PED AS rESM VVEIX 14W VIIER SifilrW12', A �1 ItICREAS d4 AlLoWAIRE1 <br />' ;) V"W�W rMREAOED "�S[T"IION Or LAG SCM'* t. 0 THE 0000 FR,IA1t ��­' StitkL IR I 1/?* W-) 1­F*1;! <br />PENETRATION N70 " ur t. � SNAL. BE C*kWOrPED 4 PAM D� " Qt 1­P1 �, 1,,AEADW PoOc1RLr,>N L <br />S(H"S FOR WAD LOADS WAS VP,l JSFO IN THEIR ANALMS rk�LNEWS WA04G To WoOO - OEFFN DICTIEWATIET) IN <br />ACCC44414(71 WITH N.D�& 2WO <br />(" �) IMONAM EGOE M <br />, 5:Aml:1 rX L04G SCRE*S, INTli *K-!, &KILL % AS Nt­lltt. ,N n0S DRASTINC <br />SIOFIW i-A"If S ALUILAACT FOR (.I. KLI Mk!) WIND MM7M�IrE I" 0111 ,T"VZ N ACCOROMCE .­ ��A.Crxfm I" or <br />PFR HL"A"'i"At M <br />THE AWA .i 4 i C$FD Cot* AS OECRW & IES71NI, -c REPORIS 94-5R. 96 "M & "-Tjo Am <br />" <br />. 1. U~IM PENETRATION Oi ACKID *VSMINKI SHAji, RE l/V 1/4. *-20 5CRIA"' 11`l(l) SNA41 RE t 10- L-C ­­ <br />I <br />FE)"IM710N 'I'11W. LAO W. REPORT% ri,:w A 0 AS PROTIXrAl 'AA 113t� TAS -202 ORD IAS .-Ilk <br />212S . <br />st.,ZIO S`1vCCo 015T ANb " WOWN)m rw RIA I - WTH %a SRkCCG <br />I <br />AS INOLL AS AM�PkAl, TEST LAB Or SOU94 FRORI(I WWOITI 10219.01-09. �, FLA 1AZ 201, TA3 W7 ANK) <br />TAS 20 SIANDANt)� <br />C lI� .11 CAW TFAI PPNXA31 STr,lT4L 11 I-RCA51 CONCRjTF, P-Ili� STUCCO OR *DOE, ff,rAOT)5 K Fok*0 ON INE Elv,,�,�. <br />� 1,L -L4U**M ENTIRLISIO�Il ',', MC 15063-TI, AUCY AND 1EMPER JUMILM OWROTS& .nafi't ,a swort 2 <br />WALL, ANCHDOS SHALL 817 LONC I N,1, I- TO REACH THE MAIN iitAl�('W PEN* SVC), FAI* I 1� <br />AmowAA4i � i WE As mEwi"jr,, ,- , i � c 2) & c A) <br />, ALL ALAII SHUT ME70ht UVI'I A' I�k,115VRES SMALL KV4 '11)`­14 A . <br />I LLOv <br />(0) APCIAMS %HAU lit I.5TIt,F1 rQLLOWWG A,� ,of 'FT REG~,NGA-,K.I, ,AG 5P1E,:iFiC&tI0NS OF T­_ ,W- ".% OPIOUTACTliFER <br />A ALL SVEEL '#* 171 METAL PIMALS SHftt ­4 ­UACTIORAL QUALfn Sr[LL ASrIf AiiG" CRADE Y� U 4 -W ­W <br />CALVANUILD 5111J. UtlIGNATION W,lrf- %6 ! ­ 'AFTER ROLLED) <br />6 FANT., IPW -LSD K INSIALLiLt .fOQQWALL, VOU0*15 44TALLA3*N OEIN,'� ',,-OWN ON SECTION 5 L­,,.- !4I f5H[M 4 <br />I.Rc­;H IF) Excf- 'KII mt,tar,., M Fit 0) sittu mol 8E usto <br />5 ALL sCREAN u) or Ir"'Ains smm 3oo o4 !It .tf stA193 on cokRuwh REV"1410 cGAIED tAR*,, �",.: L .1, Nor <br />, 'WIN Am x III,. ,thw STRIENCIM 6 5IALt I�IDMFIIY IT/ FL*ROA B,Iitr,,I� , : 1) <br />ON 5016 FFI SO . "tto TIFIEE <br />1 11 VIA i t1t I -IL RES"ONISOUrl -� ak (ONINAVOR 10 WII!OY THE SOL*1IDNE5-. W 1,4 STRUcIrm K"RE ­1$11 I, 10 BE <br />1` <br />sEcTe" 34 f 1 3 3 I <br />- <br />ATIA44CO % IN`1 M PROPER AJYC�DkAZE THIS S"Un" �iO- L ONLY RE ATTAC�fb Ir CONCRETE, BUKK OR %L`,�, f-i <br />ULTILD-GS <br />I Kk!N T SE ASTM A-2GI �A'.�404711) SIM, OR AiS, :ID- 1,4'*4S STAINLESS STEEL- -, �f. l­ MINihLA, l,�. <br />$1 W, h&; <br />* 0 EACH REGVLAA iT_­ TAMEL W11- ,INGIk% DWER X-11 T4%tO1X01 12 4'. AS PER SkI71"' 6. 8. 9 & To AW AL*ER%AIi%U. 11W. <br />7 AAK"I'l-'I 1C WALL 5HAA1. .� ,C,.,fj*� <br />9* ar IDW ON , ', 6 41 12 RESPECINELY1, SHALL Wvt � .[Gtau APO READILY vi5atto MARMftG WSTIRLICTOIC r0milti (FR <br />RL <br />�,,-kf`? <br />TIHIMT TO SEC V7 � '-�.S 11AT'Ll APf%CA@(Y RERWORCEIMENT t�..TI Priliet's or IIURRICWl� .AAI#WC <br />(A) MjAldft !1TAIREDigObUM <br />, � t-E NSTALLAITOW cumTP4O,.1,* IS IQ SEAL'IMAY AA SWTIFER C,k411Nf.I .1. W MINUIM OID ACT in l- <br />DGUS 904CA t".., ,. .'L, .I 1 <br />1/!*@ TAP� �& INCHOH3 AS MAWACIvRID tl� Irs attEoEx. Oi( ­ i,c.3iril 03,) <br />*,FE IFOLD-14, TO INIPITH; ,mMD/RAM INFA,Fj�h <br />_- <br />I - IN AMCHOITS. #5 MANt. AL IVRE& W 0ENALT IML *N ", -JQOO -) <br />1/4 0 , 11 � <br />� �A, <br />- 1/.,f . 3/4 1 - -0 _�.ET ANCHORS. At DISIRRIVI ED 57 ALL POWT "ItA 1,,)4 1 IF Snoiliirlf CO <br />Q '110-W PANEL MiSIALLAYION IiM041 COMPLY WtIl 91CS NADICAIED � '­ -WING PLUS AN'll 8I-1L_L­ INO ZD.M RECULA11104S <br />06. I'­300a P, <br />-Rul`�"[` NY THE jultso"" 1111401111C PMII Is "Pri-411D TV <br />- J A-10 vANILL"All IL.l" 1) A- PAMFiWTF It,-, A4rHOft AS VAKILRACRiREV ill LUG CA01mSI*tJC;,IIIi ­!l;:Xr% <br />IS (0) FLI IINNAICI EWALUKTION 1,l)C,T1KHT (PI'D) PRT' ."'t'. ly? THiS E"C"I"I' � 'I"t "U oM W" ""'Ir'L o"C**AA1FCm <br />I�� I't-3X% 1, If - , <br />toR A SITE vu,wx Paox,-, �. WHEWE THE sAit u.ifvro" ocvwr rp­ 1-�, PE'�, <br />- ?,,.*. �r TAP-4w ... ­_ � MM*jFAc11IftP III ek-ASI cORPORATION L'. ,­l;'X, ,.1) <br />1b) CONTOKTOR To K FtESPoNSIP" Fall INC SELECTION "tIFICHASE AND IWSTAIL�A-IW INC,LID1104 tin SM� 11 "­ �-RJGICI <br />A � - --fM EMBEDOCIENTI CF ­COft ANCHORS KrO MArIj COkLRETE SMALL BE I I 4' ,'* FOR PAPIElMlIll IiI-f <br />MSED GII " PIT V. PPOOAE-�L, ,<t*IE O= F401 WIVE MIGM 11mit COMIDITA., GCTILACD ON 7Wr. DM,j,R1I <br />i-L <br />_0 PAMEIRALTE 'Lu, Aw, - 1/4- FOR OF 1AP-cimi, ANOmmis <br />COW.TftICI,Qto SAFM At %TTE �' TiC COWWTOA'S FN'_�,NSf11WffY <br />� <br />A.2) CA"- A %QkX-S[I ANCHOJh S­ ME (1111111ODED 7/01' ftU, TNE POURED COOKKIL w k10111COWNI INIO <br />it) IHM POOOLO rvA,,,O,t1ON DOCulwillif 61.1 '" Coksoomni mAr'D Is MODIFIED, <br />STUCC14 '.�'. K PERMITTED 1/4 ­29 WAM LMM SH-AL (K ' 1/2- LOW MN.Nlj. 'I"-Ab STUCCO EXW <br />No I� U*WW FOR MALLS "I W. )IUCX:Q AND Mor IFF ,IfAilft, '�XAIEW`9, OR AU -Pirktro `If_4m R/O &LEAD <br />Or STIT SPVCTF< MOXO'll SMALL UE PFFCO­,!) IFT A FLUMLIA Wii-�IRFD ENGINEER GO IP,,,­ ' �CN WILL KCQ,4 114 <br />1111T OFT. Wt,mC NI" <br />fmGM4ECR Or RECQPC (E OR I FOR I K ­vacl ASO WHO viou M RfSPoftsw FOR t-i <br />PRIVIES USE OF TW Pt 0 EMGINErP OF PCCORF), ACIM AS A LmLIA�71FD nio"DER TO fIf <br />A 31 Of CASE Ttiu,' "RECAST STOWE, PRECA,51 r�Y,CRCIT PAknSi Pt,,ctr, M�I`O OR WOW KARL, 'A 'I)--D Ob TW <br />" ( a ENCIMLEN, SMALL 'AWff TD TIM tAftl! � i�f SM, SPECIFIC DR­I,f.S FOR At)" <br />MTM WALL *A IL�WL AWOCW% SM4U ME ­% FMOUCH TO AEAC'4 ;I.f IIII, ',?ftLKTUPA 9EIiW1 ',,,r- <br />PANELS AMICHOMP"Cl 0�1 "I As LiEwn"VO . I ') AND Of A 2) <br />(FF1 !,�, It D SK14L SISAA TI,k (AIE, AND DRMNAL ItIl IMD SOATURI �,� 1,, IROFESMIIAL <br />� <br />iZZ%�i4 Or RECORD, h,,' 0INEPARE0 it <br />,. . I I!'�-1bLSQWJLLL �­- '9kil. A11Y__G_-_% <br />L <br />L I ANCHOR K. "N. ACT~ MI I I A R*.Orit, 04C <br />" F <br />14 SIlVITTEA WAMt.RACTURER'S LAK& %liALt RE LOCATED 06 % RLAOILY VsftE jaCiI';,,, IT SToft <br />i <br />' <br />�, C^X-" AAI­� III M~AC9ANET 04 DCRALI INC (" rt­�L�; P 6. ) <br />PANF1 SIIM# R - ACCORDANCE WAIN WCOON 17094 3 01 1, �11CO 91LADIWO CGOE �Ix ,,If* L <br />SHALL Rl INACC I I GO EMERY OKh*v.. tAK1 ING TO COMPI A -1 15ECTION I FG* 9 .� I A *I,I, <br />� . � ' ANCHORS, X: �W-ItS.1" ITT ALL PU*.7 VPFW� 900 A SO4f,At t" " n <br />;�OFAWA aijkom "30c <br />:.1D.Sn <br />L" , C. I fi�, ") <br />- __ <br />W�-�( vw��To <br />3 <br />I <br />, I ,I) - lk" I r " PANCLUILIE F1,1;`1 Aw'�(*S. As WAINIOA, % rt, I'" (Leo cokSIR,I,`r14 [ Iftoitz" <br />% w:ALI <br />IN THE STATE I� <br />�, �! 4.-M (WIN C­1071 , � ) <br />� ,`,4' 0 �� �AP-IGPPI AFOCHtW. � WATILIFACIURID OT �­ ­1 CORPORA!PQN III 051%nr/�, <br />e, <br />w,N� <br />�1_ <br />4�, <br />I .. <br />�F ", <br />.1 <br />, <br />If 11 WNIAUV lt"DbM (A tAeCON � ,,00%. ELCO PANLIW'f '; MIQ Or TAP-ORIF AY,,i.;FI ITYfa INE . ,* \� <br />r cllf�_ <br />_`-_ I&A11- - - - - FLOArDA 4VILOING CODE �019� Va;o,oy Narricafte zon. <br />B, OCF, ,,TV ,.ME K I 1/4- <br />"I <br />. <br />" - <br />Ra" km� -1 <br />11 <br />29 WA W.VkWED STEEL Sloom PANEL <br />OL2) CALK--ft. AL ',,'AI0­SrT AhCNGRS *­ . <br />I <br />at fUSEDOCD '/S* ,,-,� .-L CONCRETE 9LOCV I'M, .0 C 'I*- 140. 4 <br />1 <br />17 <br />6 <br />­ - - _. " - - <br />PiPAR IN <br />_. __ - -,.--.- - - - - _ <br />i <br />�c <br />- - 1111 OE -11111). <br />TKIV. AND, * Lu..". FOR WALLS .I'. <br />I I Ill *to <br />SCREWS U50 T­­ N t t/2- LOW(; MPRVLQ WIOU <br />.I 11"rC1.1 1z -0 - <br />i <br />Q��­.;_ - - <br />. <br />1101ECO <br />PR07ECTION PRODUCTS, LIC.; "WM- <br />LOGAL C.'r <br />� <br />$TAT <br />7��. r <br />, ic <br />I V.- I <br />of . <br />OF <br />,, <br />0 <br />... <br />_. ii���_­_- <br />�Arll L:� 4 <br />.W %. � f"Wit' <br />"" <br />" " <br />. __ <br />- .. - <br />20-176 <br />- <br />N_ 40, <br />;�11 , - .. Off <br />;? . <br />.. <br />00L .. <br />I . <br />� <br />L - � - I <br />. � <br />. � <br />-I <br />1. �*­.. <br />- - -1 ­ """' "W"A " 41_r, <br />I-" ION, )� ?0_2 ,,` wo-., <br />__ 1111. <br />­_ <br />. = <br />�7- <br />,. <br />------- <br />, � <br />,V <br />­-- ______ __ ��416Z <br />. <br />ft <br />�!-,w--- - <br />,_.". .. <br />WILL I I. 0 .1 Ft <br />i - FtTOMP I. , 4lL., <br />-_ ;;*".;, <br />..-.- . <br />- : L.- - . <br />F.- <br />-_ - <br />___ <br />. <br />�­ <br />WICV. I <br />�, <br />___ __ ____ ____ -,-- - ­__ __­ __ ,___ - I <br />INSTALLATION DETAILS FO __.RE9U1.AR.__PANELSd &-AA I <br />Mg-MTIHO-MU-RED-.��C-�--E-TE.O-QQNU�TE-OL9�K $-TRUg-WO . . <br />olu I col <br />commit "Ki,io's 1. SHOE" I ,t#- go <br />ron %C�I-Lf � -N I <br />COROWIC Im"'KIRS WW% 0 -Kt- * \ - I 3 � I r-ft"t .11D.m lXISTING POI.lRIL \ ,- I <br />==­ '" - ­ , , n , IIIE S11 O� . - 1 4 , �dcvm ACQUOt, <br />.,.�� 1, ! , ... C11TING POLOtED SPLE � 1, CV _,� -, - <br />"O", * CowAtIt REDLN*t. - , 1 1 � : . - I - <br />I . L. <br />, - , L <br />. - i � I'll. . ",.;,� �� � .. . L ". -7 1 - '. <br />I C �, - . i ����� ��� ��� " e?, � - - In, <br />- <br />� � :� I "I 0 0. <br />k: �. --I -� . . ��I_ ; , " :1 � If. . <br />.\ L' I L % <br />1 11. - � I'l ,� � - - -_-z � � � .� <br />- - � -, /,. - 0 ,;4 , 1 <br />_ I i LI I ilI: %. ! <br />M. ; . I.. 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I cz: i , - I' v__1 <br />­ - - "n_� <br />It �Y J C4� <br />� L__ ,I _J tix�'"` FOLONED L., . ­* V.. - <br />-�, -- CO.001-Ir . - I/.-- 1! . . <br />1. = W: - <br />. ,KQ,V1ED Iff I , : - 9 'A' �,�. , A / -.-F ILF 1- <br />� zalm � 1, 0 0 0. � � 7, <br />,11,01117K A0010" !: AMPHORS - ----Co. comv:pm _­*� , IWA O � *� COMM . ---- I , , - i� <br />""Oema, of V.0 4A1 I- ..X-,.,P.",,l--, <br />IAX SOWUNU V. I tict Socit" ON MIDE 1C. �,s M (KE wwl101t 0. #I ��. ;.� <br />-" a lmotowpI, 0, SHEETS a r4qwjo� 0, I *,1O`Ii$ I ­". 0) SHUTS a 1_-A,, : <br />WALL _MQUNTNG CEILING BUiLD_ OUT btOUNTING AlLTE U-12ULAQ01TI14(f <br />SECTION I I 90`1 MOU"I'll"O -_--XQ-T1QX_ 3 SECTI�N 4 <br />SCALE 3,9-1' 1�m I ,�­r 3/6-1 sc�� � ­ , � <br />I - - I I - I I <br />I I <br />� . E.D - EDGE (mSTANCE <br />I � 9: != � �_ 0 1. tSEE 54.14"J'Hil ON <br />, <br />1�. - � . I : I 9 SHEETS 0 III 2) <br />�' , tiles, : I t I <br />� : i., # ,I <br />: - I ?.:.4 .0 0. I t NON MIL CAhMNADVI A.-SE.0m <br />A 1 WAR, IFIA <br />� I I. , 'Ir TUF & OM04 MOWIN(A CAN K <br />4Z at , , , " ;, I "00,101100", COMOINVI'l -N ANY WAY �0 Su"T ANY <br />.0 Z,ER A. r#'Il-,,, INSTAILAI.�,_�f: <br />: ,,, \; .-... 4/ ,,,,, <br />.- . __-___J 0'*�'.. , . - ... V __ - <br />__IN, ., L <br />\ � ' L': � ; ; � ­., . e L \A&VS1'.,_.-X;P,�_ <br />__ <br />F.XrSTIN, "M= 1i * .. " ... . FLORIDA BUILDING CODE (Ktit, V.�­Ify Nu Co". zone) <br />- . -3/0 r ` - -. <br />COWCAM , I * i . I IF a ­24) 1ILTIM FIK <br />ALDOMEEC - � I . . oWIT; STEEL 51ORM PANEL <br />_t "�� z . 7 3 <br />" * * : <br />", � Z , " OF <br />. " \ <br />, - <br />WRL , ,� - : * I '��_ ­­­r __ ­­ ­_ <br />14174'-s. ;.!;,.. #),I �. .. I_ --- .�, , <br />- I - \ �UOUL MXCIION Piwim U.C. 'PIZE"" , <br />I <br />C) _� <br />CEILING OUNTING %,�,�,4�,, frz" I ,-,.- * -.4 , I/ 1101ECO. - � 11.1 IT It I <br />", 0�, - R - <br />�.�i ,ila-vivara-6owa; �FRMGOWA,- <br />, . �, - ` <br />�0 ALE ,,-.I�,,- -,) <br />- I <br />95W%_M ', -1 .. _z. ft%.r.tt - ­ _. - _�,.-,xi;--a -1"­,.,.,_." 20; 1 7,6. <br />, F` , - t! 4 <br />40, NN. - 1. -.1-1 W ... 7-- 1 ., z <br />VALE Jyft-l' "I'll f . A..", t"z,a, �,� 71j� T-7:_�_1K __ <br />� *.. I. 11 ­ Owl 0 1, --- �_.j <br />__ ______ ­ - - - W/N.,r - - _L rLQ­. � i 64.417 F::.;-� . _ _�_iiiiifiii <br />- <br />LHOSIUCI 0,11 I ATFON ELPORF SQ_,ZJA".Lii 1 <br />6. IV ATEMA"HARACTER13TICS AND SPECIM-ATIORS; <br />Shal be Strictly In accordance with General Notes and Components indicated on <br />she4 ( 1 2 and 22 of 26, of Product Evaluation Document (P F D.), drawing <br />No.20-176. Anchor specifications shall be as inrlinate,j on sheets 1, 7 and 21 of <br />26, cf Product Evoluate-n Document (P.E.D.), drawing No. 20-176. <br />7. 0141TATIONSAND CDMITIONS OF tilsF� <br />I <br />7.1. ',hall be stricily in fxmpliaiixe with General Notes No 11,81hriu14,indicatsmi <br />an st.eel 1 of 26, as well as C,enefal Notes # 1 thrut 4 and 1 1 thru 16, indicated <br />on %I -set 21 of 26 of Product Evaluation Docurnent (P.E. 0.), drawing No. 20-176 <br />prep.ired by 711t000, Inc. and signed and seated by Walter A 'Tillij, Jr, P�E, <br />7.2. Iroduct may be installwi within HIGH VELOCITY HURRICANE ZONES as <br />drittin,)d on section 1620.2 of tha Florida Building Code. <br />7.3. "rocluct ,ViTat only be installed intu p(,urvd concrete. concrete block. and <br />vAxx; frame structures. <br />Prod,ict Evaluation Report prepared by Waittir A. TOO Jr., P.E. (Florida Li(;ense <br />No -14187), President of Tifteco, Inc. (Florida CA-0006719). <br />,joiI040,00" <br />,11"10 Tll�"`,%., <br />*.,,� �iX - - * - - - - // V" <br />. �� ..I .. I w, <br />,.F�X .-`NAEh,9,F'-%4` `,�- <br />I S. <br />/ '*' . '- 1D <br />r- 7!a___,W-,�L� 44167 . 1, <br />.-- ­ <br />----:' W. *: * S <br />I A, 7. , 30 .- Ir ". ---,* .* I <br />. , ,-S.. STATEOF <br />I ..-,Ct;if <br />I � 'J� _IO�'- <br />,0-,. 1,,­ _- <br />A (Cqlu 1-."i�, <br />e ... <br />11", LP5 , " ....... <br />,,,,,, /6N " <br />IF A� ', <br />11`111161"I'lLso <br />VVAT)LL <br />D i TR WO AQMOw RECORC,S � F E, REPORT.20 I GLOBAL. PROTECTION Plitrili I(, S LLC; 20 GAGE <br />GN VA!vZV STEEL 57ORM PANEL, DRVW,l A,O-I 75 \ REPORT 9 2DJJMOI <br />F, <br />- - <br />/ /I I ..,. i ­ L I E C 0 .;�C\_ <br />TILLIT TESTING G ENGINEERING COMPANY <br />- _____ ____ <br />WALTEJLA.ru.. i � � tIlt=K�W?_C0tn <br />in ,�r - <br />PRIUDUAC �1A'A1A)AT1QARErM 'LI�iA. U-N 44,6 <br />U_.X­1410511� <br />REPORT NO- 20-0727.02 <br />DATE: July 27, 2020 <br />PRODUCTCATEG011 Stutters <br />PRODUCT SUB-CATEGON 'Y Storm Panels <br />PRODUCT NAME - 24 GAGE GALVANIZED STEEL STORM <br />PANEL <br />WANUFACTURER: (31QJW1.PrQJ*c;AJo_r Pro<JtP,.t5, LLC <br />4800 S.W. 51 Street <br />Davie. Florida 33314 <br />t-MMOSE OF F <br />-.VALUATIQN; <br />This Ise Prod -xi Evaluation Report issuod hy Walter A� T1IIjL, Jr., P.E. � System <br />ID # 1906) to the Global Protection Products, LLC, Rule Ctlapter No. <br />61 G20-3, Method I D of the Florida Div pa tit ment of 8 usi ties s and <br />Professional Regulation <br />This product Is being issued dr) Evaluation Report as descntiof) herein. and has <br />been varifiod for compliance in accordance with the 2C20 Seventh Edilion of the <br />Florida Building Code, and to verify tha(,,he product is for the purpose intended <br />at least equivalent to that required by the Codc, <br />This Product Evaluation Report shall be subject to nevilew and revision in r,ase of <br />a Building Code rhange that may affect its limitations and conditions <br />2. EVII)EN <br />� , jZE, <br />� _$1,15MITTED; <br />� <br />2.1. PRODUCT EVALU&TLON DOCUMENTAP.f-D.): <br />Drawirig No. 20-1 75. titled "24 GAGE GALVANIZED STEEL STORM PANEL", <br />sheets 1 thriii 18 of 18 prepared by Tilteco, Inc. � signed and sealed by Walter A. <br />Tillit. Jr., P.E.; datod 0712712020. This drawing s an inteRk*1rtil;1o4,$P,,IS <br />M <br />Fvalualion Report. Qpl\�;t ....... 1441"" <br />q � / 11. <br />V ... " <br />-, .? ..., \)�DEN `- '�hl <br />._-_.,__'1it__ z. _P;. ,T,,c -7. % <br />- <br />� <br />- - <br />i­2r. - 1L-'-�'-1:hif--.1A167 t 1 <br />� . - . - - <br />:;, <br />- I . = <br />�, 11-r, ,*_­ * : * S <br />­ _ , <br />. ;� -0'. U e-. C <br />I ip, -. ST;_., 0, .,.4,k <br />I � Z <br />1-. 0<,,' - - - ,� 0 n I ii) V, .. -, k" 't <br />�,. r . ,* .,z <br />.\ A, <br />WQ - .. .. I - - . <br />, ,� CS <br />6355 N W. 16th Street, Suite 305, Miruzu. Florida 33166 - Pboac (305) 871- ,_ 49ftA bO�JW - 1 531 <br />--,--" ___­ ________­ ­__­... .....­­­ __ ,___ ­_1 <br />COMP)NEN35--FOR REGULAR & UFE SAFE1Y �TDYM-FANLLS <br />�,��Atl 1/2-l') <br />1 <br />�� . 19 I" �klolilii iftolw� .- Is III*" (TOTAL WICT,i) - <br />I - % ? W (YFEECTINIE *WM) <br />6 -, - - 6250, - <br />I I - , � I- - , - 13�ff- - - - ,._;� , . ..". \ 500, <br />I I <br />I , I I \ `, r - 1 3W, - . - , I—' - <br />I I I . Dow UK INIC, '. �'\ � <br />I *.-��­ 0 - 0 _ \ .. , -_ -J­;I,, I.ALVAMM STEEL /_ -_ _�% ;iS. <br />I - .. /,I i , t jso- * I I "" _, ,,N, ASTM 4-50 ' , <br />. - �- o aim, LON r,om 11 ,., � " IT. . �""'� I <br />. /, i;i� . , CALYIN0,10 STEEL =E " I I _ . E&U <br />2 0011, " . , TYP vIv ­65I I 7.00C, I <br />"EMMED // 7= 1-1 I � I 1134M, rfp <br />I EDGE 'ALAN V ." IF r DfTAIL 4 011"t A , <br />. I V, ClAv / � (DOE I <br />� DETAIL A . . . I ­_ 46S ., ,, QXf#Jt A � I - <br />. I . <br />. . ill,, 1 1:7, ;,"J"' - � '17' <br />­6250, ­.___.___ <br />T STORM -PANEL - QA EU._5TQRM_ PANEII <br />"I � ." <br />-, .,. 1.11' 1�1w; - - ­1 - 1 40" 7 <br />11.1 "'s um L*, - I I I I ". IF , 1�- - 1/41.;i- q4iil-m . . � <br />I ,.,. , - - .?ho, . ,;,` <br />./ , �mv" I= I loo. . 250- , I 304 �.'� wo SIM - <br />I.. . � ` " 7,k 0. - _125- is SIUQ - 111 S I STUD - I I <br />" TMO AFWLL 0 10 4,42 <br />­ 12 1/7.: Va I <br />__ - . 12 I/r ax� U <br />10" iiL - - - <br />1, - - ,<- " LlIVI - 1. 000" , ", ,� I I <br />0 <br />__ <br />* <br />, -4 i"m ,. , I i r� <br />-, - , . Set <br />� , . - i SEE 932' )3w* <br />1 ' 'r , <br />- 0.250' - - � r1rAh. I , <br />- I -1 I , A a '115 : I I � �__ . :,___==='I25'I � ." <br />"EMMFID, , im- k . I I <br />"I I 0. a -_ .- -, , L_=_ - . __:� 25' <br />1 � � , I - __ . I <br />111 ��, - ". , *' 0,5" � , - I <br />/y< , -0- ... . , , �� 3,3n, VS., - I <br />I t'. .3 .,F <br />6 I I "., A -_ -_ ?� ; I I <br />I - T_ ov / I ru, * T7 5' W., . - I !<,-, - - ­ <br />IS0MEIffiC_VMLD1JAiL _!, � 12' � 1� -I -w< <br />R 1,.[ ,:, CORNER a ENDS OF III.,." � 0.1 / - 2GO0_ - ­_ � I - <br />-'I"- .1P W/ ,,EMMED EDGE I..R. - HEAM - ANGI F <br />I <br />,i�) � <br />fl, T &I ,,� x_j"M (� %. ,�) <br />, <br />11�71 R.EftrERSC 51DO <br />: , I VNIVIES <br />�_]_ ,_ ; 711 .1'r .1, I 1 .3174* ". r. <br />1 .3..- W TOP M% -_ U, - Ow . . � <br />; IV, i Of *OM f59'- . ;: I t 'U'. . , . '10* I � "5- ..'-'..X� X. %045 <br />I � �,, I"',. VS , _-, 1,71 , � , D . 2 -11 C - 11.1, 5' 4 , 1�1, I ..��F I 0 12 14, Mc <br />0 ONAW, To <br />21s, 1 F , � - " I, I � J . . , � <br />I & I. .- ( �- - ,� I 4 , �, 1�07, " <br />- . � fl�, � � � P 062* ,P 1.500* - I -, t <br />W,z,. 'Od Mt . . % . <br />, F ess, . I 9,_ . , . <br />- __ , - .,25, <br />EnIN 1.1- 1041AP , I . . . _� - � , I . <br />i,L.aG. A' ", , � L., - \� � � � DW f �" � <br />I . ­ _. 1, I O" . <br />') iz-. , - O,x,' - . , ��) <br />t 7 �,_V' (�) M_hQU__WA5HM __,_ , � <br />- - 01­ <br />I . .. i'll "I- TRACK At,l LE (4 3/8' 'E7-MAM (1) ELA PLATED <br />, ­ __T_ <br />� <br />� - <br />�. "!, -) - - 0"' .."', .4 ...... WITH _IUM <br />� �.', "ITEL - I .. " r A - 4 ) .! , "'ll".." . <br />I , ) ?� N � it 4 /;%s , <br />, , <br />" "' /'?--. - - , ,,� .... . .. ,/ % � <br />I - ­1 I.- I --I � b., acl. � ?.;�.-' . ;,�CEN4* -..? ", <br />I S�-. I `� �­ .Je. on-ti . '. 11i <br />ill �.r - I �z ' � <br />i � .4o. 44167 -� t <br />I z , * i FLORIUA HULDING CODE t2L Vm ocIty Hurricant, Zon* <br />-- Z * * = <br />06.5 - - __ EL fYr itionow . -F--.--.cr f - __ <br />. It- - I I .1 <br />i _- - I I ',It OF PANEL S-,,. STATE D - 14; Z TO, <br />. oi�lk�� 2AAAk fW�' - . <br />L - _= ,�, 12l`� - - 1875' PLAI. "I ."."C 40 , W, .- - 20 GAM GAIV441ZEO STEEL SIORM OtHipm W <br />I I 0 Flll)%� z . <br />, Is, I ,;p - - - ____ ' - <br />I (�� KEY HOLE '� "�' � <br />. - .I (I' . X � - '_ ____ " "/' <br />/() - � I , CO3. , GLOBAL PROTECIION PRODUCTS, LLC. E <br />99111'.. AI PANEL %�6 'I,*- ,, , IL E & �z QM 1. ll , �,, <br />IF 4 _�,,-,- T�, -1-norw.v TW01W2,- - �-'. ", .W. 11 3, " -_ <br />I C5 2"X7"X I 14" XIFP�­4_11 ,�SE VW410 KfI W,MUT , F _,__,H <br />I �Ftfi W/ AmoomAi r FOR.- -1 IF .r.2 , --, ­. -OK 04.1014-lfi,l I. _: 2 . .. 11 �7, C. <br />! AL J1ftXWLAh9U . WX0,FMC "I - - __PMI ­ - __ r � <br />7 <br />_ <br />.P.; <br />.. _ . <br />.. <br />I ?/rFN.1/.U' O'k%.r. (SUALM --t- ­­.Lz-,;.P.:­, A, 1U.-K tA_0"W19 I ., . -, � "`�___ _� .- - I . 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'' .' t- ' "'IfES " , ' " 1 -(3 CAW-LAPIkil <br />o 1w, Afj TI1O( oo V . ; , - � ---- , 3/16 <br />F I wDOO"'PtAlt ;;"r.!R f ! �-io n, <br />CIOSTING -,locco/ I ., ,L I. ��, i e N ,_ " .� _'. <br />w000 0Am '? L-1 I , 4, , , <br />" NOV V Alot . VARIES I I,W t I h=_W?,_ 'N OF SEC Qf,:, / <br />I - - I ALM. TUBE 04 I' , VARIES ; i , I I _i;;�,4trJWJQ 1, I � <br />P I *0DD PLATE ��hwCC"R TOP III 807-01A v"I.TNTINGS, CAN 91 <br />I . . I I X 8EHtko IRACII .-I-DI'd COUS&ED Im AN' IIAT %) SLAT ANY GLUu. ii,LAta <br />. . __ I - <br />w - . _ MEA =14TILAK 0. '. ,NSTALLATION ­­ SCAIE �, ,,, <br />- 6__ %cm a Toorva, ti� ! � t­14, <br />, <br />I 1"', .- �kt�, J _� � lA ,/ �.,W I o"'"A. lz�/%, <br />. T. � cz_ I. I, <br />. ll - / , - - .... <br />­=­�� � ... .. I %ts"NG potwED ., sa� r .,;�� . �� ,iE, i.... I, FLORICA RUILOING COOC JWV�, Volocity Hurtricar. Z.,e) <br />. <br />. <br />. <br />. <br />. <br />. <br />-m� - - - � OIACREFE GA - - - :: = 111moN 4 I, . I <br />IMIE �%� I �e2' IT ­ 1~ m a I -.. . ­­ -� lf�� Ite <br />� 1IOCIIIEFF at= * <br />'P. Ol .1FAID I =.= SMIRm "Itt, 20 GACf CA <br />Wit Der a. ­~ , LVANIZED STEEL WIM PANEL OW.. P� <br />. .,' No 44167 � I I 11 <br />SECTION X-X W, � < ­_ _ ____ - - <br />A� ,,,, , ",­. I III I I -_ - -"-- ;;_v� <br />11 - I � - .- � \ GLOW PROTECTION PRODUCTS, . Nx. <br />11. I 11 - - :�' 11LIECO of. \ ­, � I� $1 $Tlw _ <br />, ,�.. <br />DETAIL FOR SPAC REOUIRIED Al -TOP OR , . S I 0, . , , jc____�� <br />I <br />i; 0. N . �__Zolc> �k,rr Ttlfam,-e-B�Eimar.;; <br />1, ;-_ R .. I ,.RmT "'��­.,_ =I. <br />RQHQM TRACKS -AD . TO STUCCO/--- " _ . I w.. - . - mkm- . ` ommo-em : <br />. ,-....�m AI 1;Vm"_111.-t1­L I <br />'%,,Fls� ; * I` I,_ - I— I.-000067111 -,��"_-_!`__-------7-­ ,!!! �11 <br />, ...; .......... E� <br />. . <br />- - "r , Or 34 <br />./%.a-T 1. 1�17 ­10 � "Air o � - ow . H <br />___ -I-- ----. .---- , 4004i __ - "_, a, I wop" <br />U.'UREWRT NO-10 -Q -?.1 7. I) -1 <br />Z2, TESTEEMBT,S: <br />Large missile impact joad to As vvere performed under S3TD 12-99 standard as <br />pet sertion 1609.1.2 of We Florida Building Code Uniform static loads as per <br />Section 17r)Q.8_3,p;--rASTMF-33G Test reports prepared by, American Testing <br />Lab of South Flocida, Report # f1814 01 -01 dated 03/1 V02 witnessed by William <br />R_ Mehoer. P.E., &wlz Moro., P.E. and Henry Hattern, P.E. anc Report No. <br />02 1 9 01 -09, dated FebrU3 rv, 25, 2009, signed and sealeo by Edmundo <br />Largaospedn. P.E. and Henry Hattern, P.E. Large missitQ impact and cyclic <br />loadings per Protocols TAS 20 1 & 203 as per section 1609.1.2 of the Florida <br />Building Code. Test Report prepared by American Testing Lab of South Florida, <br />Report No. 11 23.01- V), dated Ncvr-rnti*r 23. 2010, signed and sealec! by J00 E. <br />G,cinzale7, P.E <br />'Tensile test report No 9CM-15.48 ify t.�C Metallurgical, Inc., dated Maich i3, 2000, <br />signed and sealed -,.y Frank Grate. P.E a& per ASTM E-8 and Tensile Test as <br />Per QC Molallurgic�il Report No. 1,01KIIII-1 318, dated December 1 20141 %igned <br />Arid sealed by Jorry mf�iofano, P.E. as per ASTN1 E-8. <br />2.3. STRUC-71URAL FNGINEERINfa_�ALQJLATK)NS; <br />On 24 Gage Galvariii.wi Stfitoi Storm Pan# -,I for maximum panel length vs. deuign <br />w#nci load, as well a,i maximUrnanchor .spacing vs. design wind load and panol <br />length based on relionai ar,d comparative analysis, and in accinrclance with <br />section 1604 of the Florida Buildirg Code. Calculatons pil.-pared by Tilteoo. <br />Inc., datod 12/18110 and 08,�',T! � (for this revision), signed and .",alnd by Walter <br />A TIllit, J, . P,F-, <br />3, MIS511ON-IMPACT RESISTANCE: <br />Large missile lmr,ic� undcr soction 1609.1.2 ot wc Firm dii Building Code, as oer <br />SSTD 12-99 Standard and TAS 201. <br />4o VWND LOADS RUIS I ANCE" <br />24 Gage Galvanized Steeii Storm Panel has been verlfl�-d to sustain wind <br />pres6ures. Maximurn pansil length shall be as indicated on sheats 3, 9,107 1 1, <br />12 and 17 of 18 of Product Evaluation Document (P.E.D ), drawing No. 20-175, <br />Maxinium Anchor Spacing shall be as indicated on shools 5, r-4 10,11, 13 thru 16 <br />and I 8 of 18, of Product Evalualior Document (P,E.D.), drawing No. 20-175. <br />24 Gage Ga"nized Steel Storm P,triel has been vertfied tot ctxJeuvrnpliance to <br />work as a non-porout,storm shutter as-sembv, as per SSTD 12-99 Standard <br />,;�*,-, * -. - , - ­ - ..-, .- <br />,� .., �-,C,Elt�,56:,-.�Al <br />�-� - -��­ ` . <br />lt� _-��­T I ' ' - '. <br />,, = 4� ,CA, -4-1461 '. <br />- ,_� ;.-I * __; i* <br />I 1. I STATE O� -.-'4� <br />1 , <br />, q?:-. "ZOR011, -.,��,�.4, <br />'%, , ,'� - .� C. <br />00 0 <br />',',,_§l-�,j�,.,,�� , "'111"' <br />PROM C11YALVAI LO."I "TIAR r-N-0-111-172= 1 <br />5. INSTAkLATIQt4,-, <br />. <br />Installation shall be performed stric!ty in accordance with details indicated on <br />aheats 3 thru 8, 12 thru 18of I 8 of Product Evaluation Document (P.E.D.), <br />drawing No. 20-175. Minimum seperation to glass shall be as mkfiniiited on <br />sheets 3. 6 13, 14, 15, 1 6 and 18 of 1 $ of Product Evaluation Ductiment <br />(P.E.D.). drawing No. 20-175. <br />S. MATERIAL CHARACIMATICSAND SPECIFICAT <br />.,, IQNS; <br />Shall be strictly if - �iccordance with General Nuifit% and Components indircaleii! on <br />sheet I and 2 of 18. of Product Evaluation Document jP,E.D.), drawing No, <br />20-175. <br />Anchor specificatiuns ,,;hall boo as Indicated on sheet I of 1 8, of Produc* <br />Evaluation Document iP I- D.), drawing No. 20-175. <br />7. LINITATION6 AND CONDITMINN-9-FAM: <br />.1 <br />, I Shall be strictly in conipliarir* with Genwal Notes No. 1,,� thiu Ill, Indicated <br />On it;tlael I of 18 of Product Evaluation Dw,ument (P.E,D,), drawing No 20ATS <br />proparall by Tifteco. Inc. and signed and sealed by Walter A. Tillit, Jr PE <br />7.2, Pi:.dj(,.l shail not be Installed within HIGH VELOCITY HURRICANE ZONES <br />as defhad on section 1620.2 of the Florida Btif Code. <br />' <br />t.3. Product shall only bu i-talled into poured concrete, 4,cinc,rele block, and <br />vlot)d fiame structures. <br />Pioduct Evaluation Report Prepimid by'Nattef,A. TRItt, Jr.. P E (Florida License <br />No 44167). Prr,,sident of Tifteco In( (Hwida CA-0006719)� <br />00i,00,101111N <br />e,I, <br />�, <br />� <br />10 ,W� A r/ , O. , <br />AI �I; <br />I <br />Y... ,\CENS� . -,./�t 1-1 <br />- , <br />1* , * .... .. * <br />__IIY.!!V­. - . � <br />M : =M�41(q - !� <br />­.4 . = <br />. . <br />I * :*= <br />. :! <br />WATILL . .V* - <br />D'ITILTECOAOPAC,IIREf,',��L)E3,1 L REP0RT.2DkGLV & I', , - A'— <br />GALVAMSO STEEL VORM PANI i � �)RWr 4 711 -1 71S � RE -POP I , t <br />,� <br />�,;,;�.T;V?,P, � frlrn 1 ) , If <br />'. ei,�,: .......... �-,,�O,# <br />__ <br />*­"­_ ­ ­­­ -,-,-,---*- __ - - ----,- -,---"- ­­___,__­,__­­__, ­ - <br />1/4. 2/4, �,'4, A/4, 5/5, 7/5, <br />I w, i­ , I nlio. 3W/lD, 4W/10. - * 6 ,,,." <br />5vif/it), ri�N/11 & 7W/11 <br />:..� - - Atic­� � __C11:-Mf Sir SCHEDIAE ON S.Lr` `1 I Q --!' - <br />, ., I i �I` SE -IONS OW SHEE-i". to It - 1, W,N <br />-_ -_ - - - - ____ <br />I , I, 0 a I <br />_­ ­_­ - - . - - I .-.--. .---. <br />f, I I - ­1 ---- _­ - . -r ­_..� I ,- - I" I ------ I � <br />­ , � I � I ­ I - "i � <br />", ­ - , , ----'-7- - - , <br />I I <br />I . : <br />� i 1 6 i <br />I � - � - . � I ; I <br />I - � . ; <br />I ., . ! <br />I I I _4AA1 <br />�� I i 1W <br />I., ;1) - . . - 1 ,,; <br />P44C_'ELI IML,:, � , <br />: - �, , ',�-s hs , N, 11 <br />, 3 - <br />�SLL KC11:... ,, I <br />i � <br />. 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V, 11, <br />1 i ." ,.:L' , , ENS;*­�Ip 's FLORIDA BUILDING C101 i,H,Qf, vo.c Ica- z,,-.0) <br />,I �6. 4Ti -, . "I'll, <br />I .1 �, ���� ­­_ _­­ � ­ � ..... ­­­7 ., <br />S ' - __T­­==_ TwU 1. <br />;� . ,, � 44167 % I i 1 20 GAGE GALVAN11M '�T f � ( ,I*, �RM PANEL ..I: 1, - <br />= � . I � , <br />SECTION A.::ffi TOT. . -_ ,*i I __ --'- ____ ­ ­ - <br />: I _. � I i,,� _. ' = ' GLOBAL PROTECTION PRODU . "'I'll , I <br />I � S -7�-. ` " _ .. � !�P- ­ - � 11LIECOINC IND, So 11 VK11 L�C I <br />� <br />. , -- - - - _;�--_ <br />1, 0"'. �)F ,# ,,.­.,- a ENROX C,0r." 0mv. IL 1��­ <br />11 K�'." - I ') -,��, ­ ­ , ���(Wx�".O,r�(W.I�l" , <br />1�1. ls - �,,�,,,) �- � _... 11­:�­ _.=� '�� , ,., 20-11 I <br />�%, $ il __ <br />I 1 ­4o01I* .: - li;� I W. "' ", � .. <br />14 __ ,. - - <br />ey , "t s_ ­ILRKAAw I ­ I- - 1_q . PA t -, , .. ,_­ ._,I!D?Y!!�__ -L. ., <br />...... ;.0,1w I 1w <br />. . <br />___ -.- _______ -.- ___ I _. 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