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. "I I L. - - � , - — , , , <br />— ­.'" " <br />rRDMX-TKV1A4� I INI,R_ .1 2 <br />/T_—ILIE 4� Ifii . `,,,� <br />TILLIT TESTING & ENGINEERING W AP, �A � - <br />Z2-, TEST REPORTS: <br />wkT rm-A nLLrr, m, PI.- - ___ - ti - n, ,� ___ __ - <br />I`LI,B.!�! XOM <br />I �_ a rgia mii Re 4ni rt �] no � far i Q 09 I a a d tef ts vue re performed under Protocols TAS <br />201, 203 as per section 1626 sf the Florida Building Conde. Uniform static loads <br />�C�'_.,IAII,�', <br />ac per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & <br />Testing, W_, Reports # 9'5-569 dated OS10911 996, #96-670 dated 0911 811 1)96� <br />PRODUCT EYAL,UAT101J_REPQRT <br />#96-T30 dated 09120osi-)96, aii three signed and sealed by Hector M. Medina, <br />P_E_ Fenestration TCi Laboratory, Inc. reports # 2032 dated C411611998 and <br />. <br /># 2128 dated 10/0511 948 witnessad by Gilbert Diamond. P.E, and Report No <br />REPORT NO.: 204720.01 <br />0210.01-09, dated March 4, 2009. signed and seated by Edmundo Largae.%pada, <br />RE- and Henry Hettern, P E, <br />DATE: JLII� 28, 2020 <br />Tensile test report sllv� 9CM-197 by 0C ro'lWallurgilcal, Inc., dated March !3, 2009, <br />PRODUCT CATEGORY; 5vt[tiffirs <br />signed and sealed by Frank (3rale, P�;E <br />PRODUCT SUB-CATEGORY� s�ro-rri parels <br />2a-STRUCTURAL EN64N lit ATM_$. <br />On 20 Gage Galvanized Steel Storm Panel for maximum panef leirigthvs� design <br />PRODUCT NAME: 20 GAGE GALVANtZED STEEL STORM PANEL <br />wind bad. as Well as maximum anctior spacing irs dosigr wind load and panel <br />length based on rational and comparative araly*ois, and in accordance with <br />MANUFACTURER: Global Protection ProiduCtis LLC. <br />soaction 161 6 of the Florida Building Code, Calculations prepared by Tifteco, Inc,, <br />480 &W 5 1 sirew <br />dated 11103108 arid 03112/15, 3igned and scallet: by Walter A. Tillit, Jr., P.E. <br />DaPie, Pori <br />1 - PURPOSE OF F VALUATION: <br />3- MWILEMPAM3931ST-ANCE; <br />- — - , <br />This is a Product jvaWarj,,.>n RepCirt issued by Walter X Tillilt, Jr�, RE. (System <br />Large missile impact under section 1826 of the Florida Building Cede, as per <br />TAS 20', Protocol. <br />tO # 1906)10 the Global Protection Products, LLC. Rule Chapter No, <br />61 G20-3. Method 1 D of the Florida Department of Business and <br />I <br />4, MND LOADS R <br />Profesisional Regulation. <br />-Le _$II[S1ANf,E_ <br />23 Gage Gs'Fvanjzed Steel Storm Panel has been verified to sustain wind <br />This prodt-Cl is being issued an Evaluation Report as de,i herein� and has <br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, <br />been verified for compliance in accordance with the 2020 Seventh Edition of the <br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. <br />Florida Building Code, and to verify that the product is for the purpose intended <br />20-176. Maximum Anchor Sparing stiall be as indicated on shriats$, 9, 10, I 1, <br />at least equivalent to that required by the Code. <br />14, 16,17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E,D.), <br />dreMnS No. 20-176, <br />This Product Evaluation Report shall be subject to review and revision In case of <br />11 TALINATION: <br />a BuMing Code change that may affect its limitations and conditions; <br />Installation shall be performed strictly in accordance with details indicated on <br />2- EVIDMPE 61 TED: <br />JBIMIT <br />shiseft 3 thru To I 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document <br />� � ... � <br />2.1. PROOMTEVA1,UATION DOCUMENT (P,tD_� <br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as <br />Drawing No. 20-176, Wed "20 GAGE GALVANIZED STEEL STORM PANEL". <br />indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document <br />sheets 1 thru 26 of 26 prepared by Tilteco, lrc,� signed and sealed by Waiter A, <br />I R ED.), drawing No. 20-1 T& <br />Tillit, Jr., P.E,; dated 0712812020, This drawing is an integral part o,� INS <br />I fttof,.,#�_ <br />0001MILAit, <br />Evaluation Report, elp"JER <br />, , IItR A. r/i - <br />- <br />4,i� P'jlki7qs <br />. <br />., ,� "I <br />_.. .­_-* <br />e !i�� '.... - <br />0�� ". .1117N <br />I ,�I. 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' 5PACCO OR &Uoo� RAIAACS to' %IJ-L :#- I �E <br />&SALEM_2LAMK_fiNJWi SoU% .Vimji! ?oiNi <br />C705"TING PAIL #MPM SWILL Of LOKC ENOLICI4 TO RCAC14 I'�- Ai STIIIEECTLM� KWNO 9.01 PAII&LL <br />I S-O PANEI Stieft ON 1,47 ­1 1� I '"4 L�:,QMRNT CPCD) KkS BEEN VERIPILD TOR CtUPLANCE PIA <br />AiNCHORACt SKAi % A& MEN'BOND IN fe, 1) AND W 9 2) <br />'. <br />­I�CRKA`i 0" TOE 2020 �?P` I L 1 1 'ITM RPICONO C�OK <br />I <br />�,,) TO V.Vaha ow, ,_*AA, :0-cric _$T&L's- � - Qum Iiii <br />DE-I&M IMMD LOADS SNALL BE all- ­ I �. ,�,_-.ON 1420 CE IK ADCAE MrNTX,SCQ, CQDE, <br />- 1/4*. IAPCON NWHIATS. AS M-0-Tiopto Or - DiArt-A, INK <br />FOR A WIND SPUT AS PEGLARED i-- - <br />MAERE TKSF SAUnt's ATE I W INVAI� Aev <br />_ #��Pl PoNovAXL FENALE 0 AND PJAILUDIL III ANEoEIIIS AS IMALMACTARTO JET FtCO CONIPIQ'ICA" PP�OJCTS <br />,,Voe=K,T`QN <br />POP A OrRFCoaAA&AV IIACrICIN .d­, ,, � I,." 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ANIEW-CIRS. <br />f,`X67RiArn,C% Sopri,y AT qiiTT o5 ,NE CoNnAtToi RESpONSEIi <br />A4 CAX-14 A SOLID-SV. ANCHORS ii"� RE 4EMOLOCIED 7/0- "i TNE POLIRED C(NCRE7L NO LMSEriki INTO <br />��) IWA PoNCI EVE�IIAOCN 000JAI AILL RE WNS"RED Iii Ir M00ofTED <br />SILIX0 SMALL RE 0FRIVIETED 1/4' III­29 sONE" USED 94ALL BE h le'ii' LONC MfN%A.M SWARD VuCW 07ST <br />NO I" AINAMEM FOR MA"lr ANTIA NO To=Q. Ala AM OF PWADCO sGRIVA's siI A� THAEADED SVIIEWS *IQ �ooi <br />ot Do Specory APOACTS SRALL ME PREPARED Fif A P-DRICA, APPST-t3i CNERNUA AM Aft��Vr,- — AA_ m.--t.'i io,it <br />Suf AIR. W44 In <br />ENIANCEP V RECORD (C OR � FOR TAE PROAKY AND 11041, 11- Of RESPONSTriti ri THE <br />Wi USE to AAf TIC n lNoRIant C; KrOpS ALTINI AS A IRCAE'�ATW FROINCED To Tiv <br />A S' IN CASE IhAT PRECW VW_ PREQN&T, WWWTE PAWLS. PAWERS, IrRdT� en *QQQ 90-M K FQd5ot M �� <br />" V 0 EW-1EACEP, SoLiA.L SLOW1 TO TEos6 LATTER Tor 9I SiltGFIC Dkkmw,-, rOA RrN,4P* <br />FUSTRI, Ii OR 40011'r .40APS' -AL, RE "A"I FROAK-1 *0 REK11 -1 WAIN, 5"Im"ORE ETE`Ako SCIC. <br />FWI,S AND.Ofti 3PP" HE AS WUnOkM IN - AND IN A 2' <br />. I <br />(,0� TITtb P EV �L DEAN IME WE AM ORTONN, CEAL AND SIOPI-PrE OF - ��-Er_'Sl� <br />RoCIREFF " W.CCIFIC T�l PREPARED I' <br />VIC 1-1 .-Cri <br />I __ - �5AQLr_%.1k_A5D,1_1­K <br />- ­-' 0 o�� A901,C)FIS AS MANUFACIURIED i 0 1 0 [R-ILZCX� INC <br />" "'O"TIR "A"'O'C"Is" LA""'i PPLIL &' .00'i1to 7W A PEAIIWL� Ei LC`C­� AT 5T RU <br />, <br />,i4' 9 - CALX-FN ANKPORS- AS MARLIOACIURM of OFIKALI WE f" f ',.1500 ps,�) <br />1Y4 <br />PANIE1 �4717R IN ACCORDANCE offni SEC,TTON T oD9 I � LV PLOPEDA NQsVNF LME ,NfE .I <br />_� <br />_ _ � �� <br />,I�. A, Sulo-50 Moiowi AS DMIROUTM roy *1 PI:Aw scaric MOLT a Sfflfc�hi Co. <br />1P.WL-RE Pw-ED FOR C"ER, r."OE'N' LA8EDW, 1: r�,� .TA S"T_ 170991 ,", <br />T'_��-,*%A OVLO� 1�_ <br />�" i I. - e= EII�) <br />- i �, � EA17-Tt It"d, * AND PANELW-E PLIJ5 AJoiCs-M5. AS LWIVIIACTURW V LLCO CO?mlfoii_� <br />I <br />"Ps reoffir W41 �A7 P ONEY DE I,Sf' I O I <br />Ow- PORIN". IN <br />I <br />�off-_�_ ­1 !'­2071 p.,.) "APPIPME <br />- VA' I, - 'o=GW ANC4005, AS MAhUFACRIWO M Tw-VAST CORPORKTIDN e-, hi _!jw�Ftr� <br />A, ­,v <br />!if, <br />. <br />.,,, , iot" <br />, <br />, , <br />0; <br />� <br />- K�I,v <br />- <br />N <br />rl'� MRARO� kP,KONAN' IP PIPCON ANCVOPS FLICID, PAWERICTE, .NO Or rAP-IMP ANP1101i EMOO TEAF 'Oiq"� ­��C <br />�. _� - Aii, - ___ - iLICRIDA 8IJILDINC COEE (Nigh V*12!��tiL I-,, 7,,,,. <br />' <br />. ­1 . � <br />­V, � ' <br />91,00", Owl' - - A � o/,,, 49 -, I — PIAMOL INC <br />I .., "' . t I � 21], GAU GALVANIZED �IEEL S70FU PANE- <br />NO. <br />SM CAK-0161 * P44,­5177 ANCHORS SsYI HE VIRKL�`*D oJC PIPE? T�F COSCRUTE CLOCK 10fir <br />000 XTs,C% S,IAL RE AvISIATT,tr y. -Eo stRoor, LrA- -­ or � t,'2 � WeAm <br />-* - LOW rx-Vl_ <br />4 167 '. = ­1 4;� , ____ __ _____ - <br />. = 1. _­1_­___._1 - r <br />- - "' <br />", �' , <br />_ "il"',­ , C <br /><�� . , I MTECTION MOuCTS, Ux_ <br />rKoT, AM T* MINOMW FOR WALL5 W114 40 STOCCO � "'OUL �_ - -_ <br />it'*--. STAT % --_-_-_f <br />air -, - ---,-- - ,F 11LIECO, . <br />aAuT, ViTiNe ­Aaiskov�4_0 I ­. <br />Z 0" ,Q , <br />1, <br />L -5- , "— ­ <br />r <br />" .-"­�,� ,­ � <br />-,- to V) �, . - . , - - IN- - . . . - — 1, � JAIArMP-7 1 2I). :,C <br />R - �X I - 7- - _1 - INt - 1_1�1111 __ <br />11 ell' - _t � . <br />_ , " - . � ,­ �, <br />- t, <br />,,,, ss", - - - . - - ­Tirt o ----- ---- I �,_�­ iIiiF:__iJi1__ <br />1%,�Z112211i <br />­__._..____._­_. _____ <br />, �, . , � �, PE � � - - <br />A PA, ___ __ - <br />�. <br />- !��_1'1^ - �­ - - � - ____=__1___..4_­TA1 LE � � _- - I ­­T ;r joi <br />.. <br />1lLQVUCUNAJ[,UA11lQffW2qXL _-4Q_1k4Z;= 3 <br />6, M—ATERIAL CHARA_QTfMTICS AND SPECIF[CAI <br />. <br />Shall be strictly in accordance with General Notes and Components indicated on <br />sheet 1, 2 and 22 of 26, of Produc' Evaluation Document (P.E.D.), drawing <br />No.20-1715. Anchor specifications shall be as indicalleRl on sheets 1, 7 and 21 of <br />26� of Product Evaluation Document (P.E.D.), drawing No. 20-176, <br />7. UMITATIONSiAND C0NQ1TL0NSDf U - <br />SE, <br />7. 1. Shall be strictly in Compliance with General Notes No. 1, 8 thru 14, indicated <br />on sheet 1 ol 26, as well as General Notes # I thru 4 and I I thru 16, indicated <br />on sheet 21 of 26 of Product Evaluation Document (P.E.D,), drawing No. 20-176 <br />prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jrr, P.E. <br />7.2. Product may be installed within HIGH VELOCITY HURRIC ,ANE ZONES as <br />defined on section 1620.2 of the Flonda Butdirg Code- <br />7.3. Product shall only be installed into poured concrete, concrete block, and <br />wood "me stinuctUM& <br />Product Evaluation Report prepared by Walter A. Ti4lit, Jr.. P.E. (Flanda License <br />No, 44167), President of Tilteco, Inc. (Florlda CA-COD67i9). <br />"'J'"611001"', <br />Ni0 A <br />-::�/,-"" <br />. <br />- �� <br />. <br />` . , .� <br />� <br />. <br />. <br />. . <br />� <br />� <br />, , . - <br />, <br />s � � ,,\C � <br />� <br />, : , <br />__ - a -, m 44167 . *, - <br />_:�­V- --ji"Ir-1 , . i <br />- =*: � ��* . * 2- <br />.-o" - , , � 3 <br />­14t,' _Ar"I� S, OF ., 1Q7 <br />1� , 11 � �,_ <br />I- � , � , — � . Ilk; gF <br />� I `k.­I5­_..,16RN1 I" ` <br />­-, ­­ I , <br />, NA� i VIE <br /># off PRO, I <br />vMrJLL <br />D:iT!,TFCOACMONRECOR0S%P,E. FIEPORT.20 � 6 LORAL PROTECTION PRODUCTS, LLC % 20 GAGE <br />GALVANVID ��L F�TORM PANEL% CAM, 4MI 76� REPo0RT#2O­O?2&O1 <br />I <br />- <br />-r— _=Z-AX <br />//T1 LFEC-C> INC- - <br />/ - ., \ <br />TILLrr TESTING 9 EMOINEERING COMPANY <br />IMALTERA 'PLIJT, M, PE. PRODUCT 'A VAIU __ - __ <br />.­-­­Q1N­"r,QR'1' <br />REPORT NO.: 20-0727.02 <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� Global,Proitecllorr Products. LLC <br />48LIO S.W. 51 Street <br />Davie, Florida W314 <br />,,�1,11, 00�q'­` - ,, <br />.. kA_ , <br />I � - , 1 I, � ,, � I- I <br />1. PURPOSE OF-E-VALVATION.: <br />This is a Product Evaluation ReDort issued by Waiter A. Tillit, Jr., P.E. (Systein <br />10 V 1906) to the Global Protection Products, LLC, Rule Chapter No. <br />61 G20-3, Method 10 of the Florida Department of Business and <br />Professional Regulation. <br />This product is being issued an Evaluation Report as described herein, and has <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 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 />"Vf D F; Kf-S U & K -rr-Tl&' <br />Zt.PR LV-AW,N DOCLlN1EN%P,E.D.): <br />Drawing No. 20-175, titled `24 GAGE GALVANIZED STEEL STORM PANEL'', <br />sheerts I thru 18 of IS prepared by Tilteco. Ine.; signed and sealed by Walter A. <br />Tillit, Jr�, P,E.� dated 07127/2020� This drawing is an iri �#qn'oqpls <br />Evaluation Report, ,� �t . 14�1'1"" <br />_0 ,'_, .. .... I.. ", " <br />, , .. I. V <br />\f, E li - - . <br />.II�4i:�-`\, V, <br />- - - - 1, - z , -:iI - _: � . . 1 . <br />I 11 .�_ 'L- - --- -M- f- - 441 1 6 7 *�: <br />'. __4A1-�?_,, * : * <br />­­ L­---I� ­ ­ . <br />. <br />I . <br />'a -P .. - ..071 <br />. ST� <br />I Aif� dF . 4,; <br />i; 0��", '�I!ORIIP'. --',l� * <br />", e I . � , 1- <br />, . <br />6355 MW.. 36th Sui Suiw 305. hiburti, Florida 33166 - Phone: (305) 871 W� . -1 <br />531 <br />� <br />. <br />COMPONENIS FOR REGULAR &-LIFE SAFETY STORM PANELS <br />----.-.-- __ __­ ____1 <br />� I <br />iskAIE /2� 7 "� <br />� <br />15 1-- ,1101oh-OTPHI <br />- <br />- ­ <br />I-.- (­. 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FLAT PLATED <br />i <br />I L - - - <br />I <br />0 OAE- foi,, � _- - Or. <br />�__OAQV,v F"EF <br />� I <br />M <br />- <br />/' _1_ <br />.. lr�",, .: <br />I . <br />­�,,, <br />L I - �1,44,, <br />ILL 1, , <br />I ­" \ <br />WITH STUD <br />I I I <br />il � <br />� i <br />I _�. <br />- L - <br />zi: <br />I I 1 <br />3'.1-1 !:!:- - - O', .-,5,. <br />- <br />1 I F �. <br />I , - <br />( I <br />' ( I <br />, _? I <br />"I _ <br />� � - <br />- <br />/ - -_ <br />- L '� Z <br />� I E <br />I I- __ �, <br />i 150- <br />� <br />� <br />] <br />414i"__­ I <br />" <br />,� I I , zkmis <br />"o __ � - -, , Ar"Ek <br />,,,r, �j� - 1�,T,43 ­Q 41�,! <br />_ _ � _, <br />_;Z <br />�, <br />11 ,_."_A� <br />I <br />-V ln,�. <br />Cost 0, -Q,EL <br />(* <br />� � L, , <br />i . - III = <br />. <br />- <br />S * , * , i <br />S � <br />, -,r.. STATE of ., * <br />-,4 - I <br />1- P , IN 6 <br />� 0'-- "roOo .-',f,* '. - <br />Si <br />- To- - <br />Ot o�oh "' `� <br />I L.O a0itoltrl. r, (High volonty HUrrie <br />-_ i� I ODE coo zuart* <br />�,Ar,- C-o042H <br />I)AMA, ff, <br />I � ... �L = ,.,.,!! �_. I - " <br />L --- �L -_ - <br />- � CW' - <br />pp"14 <br />KEY HOLE <br />A1_ PANU <br />,. , . - <br />- , - �! __ <br />- - - , �__ - <br />"`1,,"S1-'i&I, "' - . <br />Ige <br />'144I.-I.P. �', <br />�� . 1.1, <br />, IILIECOINC� <br />I SAL PROTtCT104 PRODUCTS, LLC.1 ", <br />t"Tof� <br />1 � <br />� 08 rX7-"XlX <br />17191.11PTLI� ,ISE P,PQ Ai .I- <br />, <br />.1� - � <br />" 11 -L,A----,Z- o� <br />� �, ­ , � - <br />��14 � _." <br />4 I <br />TILL' ,,_ I �­, , "I,, 1 20-176 <br />-i .. - `.t'_ - _'7'�­ " 'E I— ' - ­ - <br />1 AWMINUM ANGLE <br />-Io,X1TII4L *AiAIVA - �ZCITLNX� <br />I <br />I <br />/ F <br />� <br />is" - "I <br />1 'ooA=1 <br />. - -­ -�- _�_ -4 <br />I <br />- 11ff'..3JV �94 �51-1 07, <br />, <br />sr"Fil 0. Iiorr-ft " M SIT& o <br />- -----. <br />__ ___ _ _., - _____ <br />01 WAJ�'MA.Ci <br />__ -.- <br />. Mfix" <br />som A IALIT ., Pr- <br />a= Xr . -'AT <br />�_ �T .V'" --� � -!" <br />� �_ - - _!!� !,� __: ____tj <br />- - --F2" -, --E _____-_+­�,N,r , , , <br />ff I � J - <br />. <br />MQV1L!C]ft;VA1A_Ar10NR '(VHt_NQ_;P4717L0.1 <br />� <br />ZZ TEST-REPORns <br />Large missile Impact load t�slsvioere perfoirmed under 8ST0 12.99 glandard as <br />per section 1609,1.2 of ltt� Florida Building Code. Uniformt. static �oads as per <br />Section 1709-8.3, per AST�fl E,330 Tc si , aportEi prpoq red by Anie� ir-an Testing <br />Lab of South Florida, Rep,-! #0814.W-011 datpd0' 3MV02 witnesso byWmiam <br />R. Mehner, P.E.. Bor[z ILI ioz, P.F., and Henry Hatterri, P.E. and Report No- <br />0219,01-09, dated Feb ary 25, 2009 signed and sealed ty Earrundo <br />Largaespada. P.E. and F nry Hattem, P E. Large missile impact and ryclic <br />load Ings per Protocols T � 201 & 203 as per iiiection 1609.1.2 of the Florida <br />Building Code. Test Repo I rapared by American Testing Lab of South Florida. <br />Report No, 1123.01-10, di� J November 23,2010, signad and.�­_aled by JuIo E. <br />Gonzalez, P.E. <br />Tensile test report No. 9U 1 �'45 by CC Met0flUMtCat. IDO-, dated Match 13, 2009, <br />signed and sealed by Fra I Grate, P.E, as per ASTM E-8 and Tensile Test as <br />per OCIMelallurgical Rep I ' No. 1 01K�,ii dated Dfacorribi�-r 'I, 2010 signed <br />and sealed by Je" Janof .-� P.E, as W ASTNI E-S. <br />2,11-STRIKTURAL Eli � F,RjNG,r,ALClJ.LATK)M,, <br />. On 24 Gage Galvanized S � Storm Pariiel for maximurn lo�mei iengiii vs d'.4sign <br />wind load, aswe,11 as mix i.iri anchorspacing vs.desigriwind load and panel <br />, <br />length based on ratlon& � cor,q�aralive analysi�i, and in accordance with <br />section 1604 of the Flori. I 3,Uit'dirg Codin. Calculallops. preparAd byTilte'.10, <br />Inc., dated 12118110 and 0 �','713 (for thils rovision't signedand sealed by Walter <br />A� 11111t, Jr.. RE <br />3. WSWEAFAC"ESISTANCE: <br />Large missile Impact under seutiori. I 60-9. 1 .11 of the Florillm Building Codle, as per <br />g . <br />SSTD 12-99 Standard and TAS 201. <br />k WJND_LQAD$_RM8TA_KCE� <br />24 Gage Galvanized Steel Storm P,In6l has been verif ed to sustain wind <br />I , <br />pressures. Maximum Pariel iength shall bio, asindicated oil shee*s 3,9, 101 11, <br />12 and 17ofl8ofProdw Evaliation Dcirumonl(P.E.D �, drawingNio. 20-175. <br />Maximum Anchor Spacing shail bIe as indicated on sheets, 5, 9. 10, 11, I �4 thru 16 <br />and 18 of 18, of Product Evaluatk�r! Document iP.E,D,), drawing No. 20-175. <br />24 Gage Galvanized Steel, �torrn Panel has Dean Verified for Code corripliancIa to <br />work as a non -porous Mom A.-fulter assembly. as per SSTD 12-90 Standard, <br />"00001`41110", <br />0� A -, , ,� <br />. , <br />, ii . � � , �� it 0 % <br />I ". <br />Is '-, -, 11� <br />� , .. � <br />- .. I/ <br />, - � !w . , <br />- , _': � ,�,r � <br />- ,1 Oe 'T " <br />- � <br />- <br />c__ _� � Z - � ' �' <br />,;-- . - ' I <br />--- - I - <br />',= . �,,I. �rI067 , <br />� . I <br />� - , It . I <br />. <br />- ", <br />_. , __� , ,:41- �, * '*1 <br />- - _r __ .- - - _:_ . <br />:_: ­W. ,J`IhTE OF ..' _4 <br />t -$'-'- ,O_ . 4Z_7 - <br />�, q�... - � o I �J �, ,, -.,i� �,,,- <br />"*'�A`-4'r _ .. 0, <br />, " <br />I 'is, I ... I <br />0,,.,;,,If,rfl4 �­ "O' <br />1.iw!�111,.N% <br />tffi11ffiC1Byi,LL1_�LtJ0I_RXrQ,% �:uo, <br />I's _Jq+=G 3 <br />"NSTALiATION: <br />Installation shall be performed strlVdy in accordance with details indicated on <br />sheets 3 thru 8, 1,�, tl,.jrtJ "8 Of 1 kir of Product Evaluation Document (P.E.D,), <br />drawing No. 20-175 Nlinimunn spoparation to glass shall be" indicated on <br />sheets 3, 6, 13. 14, 15, 15 and 18of 18. of Ptoduct Evaluaticin Document <br />(P,E.D,), drawing No. 20-175. <br />6. MATERIAL CHAR,ACT.ERI$TIC.$ AND-APEO CA <br />WK.- 719NS: <br />Shall be,strictly in Ei-xorrlame with Generai Notes and Compdinenls� 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 IP, of Producl <br />Evaluation Document (P.ED.), drawing No. 20-175. <br />7-AsINITATIONS AND 00NDJTION$.OF V ; <br />­ ft. <br />7. 1. Shall be strictly in compiiaoce with General Notes No. 1 � b thri,i 14, Indicated <br />onsheel I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 <br />prepared by Tilteco, Inc. airW signed arid sealed by Waller A. 1114t. J� P.E <br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES <br />as defined on section 1020,2 of the Florida Buddirig C4,)de <br />7.3. Product shall only be instaliec into poured concrete, coq,crete block, and <br />wood frame structures. <br />Product Evaluation Report prepared by Waller A, Tillit, Jr., PIE. (Florida License <br />W. 44167), President of Titteco. Inc (Floriffiff CA-OOC6719). <br />I " I I 11I`­­,_1,` I <br />,;�'. <br />- " <br />� <br />"4.,_'f-*I,\CENI54 '*" ;% <br />r I.. I <br />- "t-0- I " � <br />. Z 1,1, - - o <br />- � ." � ,T7 - <br />___ __* : <br />6VATU - ,�a �, � ­._...._.._ I - <br />- <br />11, 11L i ADLEON RECORDS I 0 E�Kfi�L�,. - � -,IIL752�Pn ,)i�,��; <br />IoALVANIZED 8­1 EEL CnOft PANEL, MWO #70-17 - . ,�F, , , 1, <br />. , ,'I, * r) - <br />,,�,-.� ow, .,;Cg <br />� <br />, <br />�i �:e,, I , Q�& 1 " 1� "'! � I � 1�1` .", <br />� , � .... .. � , - , , r­­I5 � , i I . 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