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I <br />� um I <br />TILLIT TESTING & ENGINEERING COMPANY <br />-WATTR.k A. TTLUT 19,� ?,r, CC) <br />YL!�=281�4=5 <br />A CA Li,,�.� NA, 0000-19 <br />� <br />PRMUCT EVAIMADQt <br />1 4 1REPQRT <br />REPORT NO.: 90-0728.01 <br />DATE. July 28, 2020 <br />PRODUCT CATEGORY: Shutters <br />PRODUCT SUB-CATIEGORY; Storm Panels <br />PRODUCT NAMF­ 20.13AGE GALVANIZED STEEL STORM PANEL, <br />MANUFACTURER: I I 11 <br />4800 8,W, 61 Street <br />ObVio, Florida33314 <br />1, RURFMIOF EVALUATI - <br />, " <br />This is -a Product Evaluation Report, 1 ed by Walter A. Till It Air., P.E. (Systern <br />lb # 1906) to the Global Protection Products, LLC, Ru Is Chapter No. <br />61t20-3, Method I D of the Florida DePartmon'tof Business and <br />Professional Regulation. <br />'This product is being issued on Evaluation Report as Close, r1bed herein, and has <br />been verified for cornplianceth accordance with the 2,020 Seventh Edition of the <br />Florida Build , ing Code, and to verify that the product is for the purpose Intended <br />at least acIpivalentlo that required by the Code. <br />this PrOd uOt Evaluation Report shall be subject to review and revision in case of <br />� <br />a Building Code,change that may affect its Ilmita4fons and conditions <br />A., I- IDENCE 6 <br />X . USMITTED; <br />- <br />Z.-l.-P-R-ORUQTMLALUATION-I)O-C-UMEN,T.(E.E-.0 <br />Drawing No. 20-116, tftd 1120 $AGE GALVANIZED STEEL STORM PANEL", <br />4heats 1,fhru 26 of 26 prepared by Tilteco, 1=; signed and scalbdby Walter A. <br />Tillit, Jr�, P�,E.;,Clatod O7/!Z8f2O20. This: drawing i's an integral part I <br />'iffi, J�,Jpffs I,, <br />Evaluation Report, A- <br />, � O��,�, A rljl� ��gz <br />s:,,,"0" ...�­,�V%. <br />-­ - 4,.1`** CN,5,�-.,��4, <br />I , <br />� -, -1`- �- % S <br />�:_= !__:�:�_,�_P," � <br />— ., ho, 44167 - I t_ <br />- I <br />,::,:];;,7,- LI�V � 1 <br />6353 NX 36th Street,,Sifi,te 305, ah, -,,-,/, 1. <br />, ,Milami'Floo .1-3,106-Phtilie:(305),871-1530-p*,P,.,Os <br />I, <br />IfIR <br />Pgoeuc.,T"AL 2 <br />Z2_TW_REPORJS; <br />Large missile impact and fatigue load tests Were performed under Protocols TAS <br />201, 203 as per section 1626 of the Florida Bu ilding Code. U Wiform Static loads <br />as per TAS 202 Protocol, Ttst reports prepared by Hurricane Engineering & <br />testing, Inc., Reports 9 9"69 doted 081091101W, 013.670dated 091181199.6, <br />#96-T30 dated 09/2011996 all three signed and sealed by Hector M. Medina, <br />P.E., Fenestration Tosting Laborattory,, Inc, reportsft 2032 doted 04118/1,998 and <br />#2126 dated 10106110 � 8 Witnessed by Gilb'ert Dion-t6nd, P�E. and Report t4c. <br />0219,01-09, dated March 4,2000, signed and seated by Edmundo Largaespada, <br />RE. and Henry Hattem, P.E. <br />Tensile test report No. 9CM-1 97 tOy QC Metollv,rgioal, I nq,, dated March 13, 2009, <br />signed and seated by Prank Grate, P.E. 1 <br />1.3. J1%'rRU(;TAURAL, RNGI N E <br />_ <br />On 20 Gage Galvanized Stool Stomi Panel lor maximum panel length vs. design <br />Wind load, as well as maximum anchor spacing us. desiqnwirid load and panel <br />length based on rational and comparative-aralyRi%, silo !r accordance With <br />ssction 161 6 of the Florida Building Code.. Calculations prepared by 111teco, Ino., <br />dated 1 11103/00 onCl 03112/15. signed and sealed by Walter A. TIM, Jr., RE. <br />I.-MAMILE IMPACT MANIM <br />Large missile Impact under section 182dofthef'JoridaBuIlding Code, aspe�r <br />TAS 201 Protocol. <br />4. MND LOAD$._RESWA <br />- ____ AM- <br />20 Gage Galvanized Steell Storm Panel has been verified to Sustain wind <br />pressures. Maximum panel length shall bass Indiratedon sheets 8, 10, 14, i5I <br />16, 19, 25 and 26 of 26,of Product Evaluation Document (F.E-D.), drawing No. <br />2D-176. Maximum Anchor Spacing shall be as Indicated on sheets ti, 9, 1 0, I 1, <br />14, 15,17,16, 10,20 25 and 26 026. of Product Evaluation Document JP.E.D), <br />drawrino No. 20-17C <br />�5JNSIALLATION- <br />Installation shall be perfornied strictly in accordance With details indicated oil <br />sheets 3thru 7, 10 thrij 20,23,24,and 26 011`16, ofProdvot EvaluaWn,Documerrt <br />(P�E.D.Y, drawing No. 20-176. Minimorrsepar4flon to glass shall be as <br />indicated on sheets 6, 14,16,26 and 26 of 26, of Produdt Evaluation Document <br />(P.E,,'D.). drawing No. 20476. <br />"I,wilillihim" <br />�g';�� k TIZ4 IS <br />R , ,,�, �, <br />-, I .. .. & <br />011;_�� ­­­ � <br />� , - !�tl <br />' I <br />4:�A�,,' �GE % , <br />- 'I � �. V �, . 0 <br />" I <br />�< 11 - <br />`��- '%, - <br />n, - '. . '167 I - <br />* -� S <br />_�_�11 - = <br />,// E_e/111,4_!�_�_ tIATE OF " S <br />I - <br />I,,.., A I " .. 1, I <br />.­- I <br />I <br />I <br />-, <br />I <br />'101011010 I <br />I <br />gimplic WE*vA_TMALkQRXNQ_2_ft_,ta= 1 <br />1 <br />-6. MAIM, M& CHAMTEMMAN-0 SPECIFICATIONS: <br />Shall be strictly in accordance With General Notes and Comp9nortaindloated on <br />sheet 1, 2 and 22 of 26-of Produiot,Eviilvatlon Doc'Urnerrit (P�E,D.),,dr4lWIng <br />No.20-176. Anchor specifications shall be as IndIcatod on sheets 1, 7 end 21 of <br />26, of Product Evaluation Documdrit (P.15,D), drawfirigN I o,20-176, <br />. <br />7II-LIMITATIONS AND QQNWT1QiW6_QF__U6_E' <br />I <br />- <br />, <br />7.1. Shall,be Btridy in cor,opliance with General Notes No, 1, Athru 14� indicated <br />on sheet 1 of 26, as well as General Not" # I thru 4,and I I thru 16, indicated <br />on sheet 21 of 20,pf Product Evaluation Docuffient(P.12,M),.drawing Nlo� 20-176 <br />prepared by Tilteco, Inc, and signed and sealed by Walter -A. Tdlit,,Jr,, PtE, <br />1,2., Product may be,installed within HIGH VELOCITY HUAR16ANEZONES as_ <br />.defined on section 1620.2 of ft Plortila Building Code. <br />7.S. Product shall only 40 Installed Into poured concrete, concrete block, and <br />wood frarrae, strudures. <br />Product Evaluation Report prepared byWaltor A. Tillif, Jr -I P.15. (IF1101rida License <br />No, 44167), President of Tilteco, �fric. (Florida CA,I)W6719). I <br />`!Oe��QUNAI. '�'Ae� <br />lhifroiouxll"� <br />WAT)LL <br />Dik TILTECOADMON FRIECORDgkIP. E� RtPbRT,26� OLOPIALFROTECTION PROE)AUAtTS, LIX A20GA6F <br />GALVAN1465TEEL�TO)4MPA4akOftVie*P(�-fl$AREFORT#2DV2&Oi ' - <br />A; X <br />/ 1 I 7LECO im <br />TILLIT' TESTING & ENGINEERING COMPANY <br />I <br />I <br />Ivzfil"_ _a_� rl� , fiTt0OO@a@LQoW <br />UODICT-MLAUAIMN REPORT "'%�I' tko I% 14,11 <br />._:!_ <br />,� Id'�,�, <br />REPORT No. -. 20-0727.01 <br />DATE: July27,2020- <br />I PRODUCT CATMORY: I Shutters <br />I <br />PRODUCT SUWCATFdORYr Storm Panels <br />, <br />I <br />PRODUCT NAME: 24 GAGE -GALVANIZED MEL STORM <br />I - I <br />I PANEL <br />MANUFACTURER: I w1produm-= <br />4800 S,Wt 51 Street <br />Davie. Florida.33314, <br />I.;PURPU§E -OF EY&UaIONI, <br />This is a Product Evaluation Reportissued by WaItOrA. 711111k Or., P.E. (system <br />� <br />104 1'906) to the Global ProtedtloOi Products, LILO, , Rule Chaptor No. <br />$1420-3, Method 10 of the Florida Department of Business and <br />Professional Regulation. I <br />This - ProdLIct-18,04ing issued anEvalustlorT.Report as deepribed herein, and has <br />been verified fOr compliance in accordance with the 26�0 Seventh Eilitilon of, the <br />Florida Sulliting Code, and to voilify that the product Is for the purpose Intended <br />, � <br />at least equivalent to that required by the CAOCIO� <br />This Produal Evaluation Report shelf be subject to reviewand revision in case of <br />a Building Code Change ttigit may affiect its limitations arid conditions <br />I 1, <br />2-_E_V_10_E_N_C9_8AL8Aff_TM1 <br />I <br />U, <br />� A. <br />Is <br />I <br />a, -1 <br />� <br />�4 <br />. , <br />- �- I 1� 11 <br />� <br />� <br />I'll, ���� I 11 - , S <br />"I �16 . <br />, <br />I . , = <br />I I * .. * 2 <br />, <br />I - . = <br />/ /- I .0 '.� I For .I..;I;C <br />, <br />1. � ., <br />11 A- <br />" ,4�0,Rmt, t­` <br />, <br />6355N,W. � _16th Sbvel; Suite_305, Miami, Florida 331#6 - Ithm=e: f 305) 8 I- . ��­ ...... I- - 11 .1,531 <br />A`I0,Nq)JHwII1 <br />I <br />I <br />, UAnQ� RUDRT M. '204721,02 2 <br />L L <br />I <br />- , <br />'Tensile test rOport No.VCIUAI�196,by CC Metallurgical, Inc., dated March 13,2009, <br />signed, and seated by FrankGraille, P.E, as per ASTM E-gond Tensile Test as <br />porQC ]Metallurgical Report N,o,.1OKM-131S,-dated Docomberl, 2010 signed <br />and soaled by Jerry Jaoicifano. P.E; as per ASTMI E-8. <br />1 <br />2 <br />0 n <br />'At' not <br />I' ith <br />a' CAD, <br />IIter <br />A---------- �� . I . I <br />&W$1LIE 1MPACT RESJUTANIGE: <br />Lii,gemissit&Jiii,pectUnder.sgcfiohlOOU�1.2of.lheFWida Building,Code,asper <br />I <br />SSTO 11-99 Standard and TAS 20 , 1 4 <br />4. WIND LOADS RE61KANCE� <br />24 GOO aolvenizetiSteel Stortn' Panel has been verified to sustain Wind <br />pres,sures. Maximum Pone[ length shall boa's Indicated on sheets 31 9, 10, I 1, <br />I I I <br />11 arid It 018 of -Product Evaluation Document (P.E.D,), drawing No. 20-176. <br />� , <br />Maximum Anchor Spacing shall be�as indicated on sheets 61,9, 1 O� I 1,_ 1:3 thra 16 <br />-and 18of18, of�Product Evaluation DocomentAi( � P,E,Di), drawing No, 20-175. <br />1 <br />1 <br />24 Gage Galvanized Sleall Storm Panel has been verltldd for code compliance to <br />work as a,rion-porovs, storm Shutter assembly, as per SSTD 12,99 Standard <br />RRQffi=�hVAlLU41DXUFQM_K0_ 20_�M7,,OZ 3 <br />1 <br />&JOIAIJAMN-, <br />IriptallatiogRITall be pqrformed'strictty in accordance with details indicated on <br />sheets� 3thru 8, 12,thru 18 of 18, of Product Ev�aluatlon, Document (P.E. 0.), <br />drawing, No. 20-175. Minimum separation to glass sholt,Vieas indicated on <br />I I <br />sheets 3,,6,J$A 1A, 15, 15�and 18 of 18, of Product Evaluation Document <br />(P.E,bQ, drawing No. *175� <br />O.,�MATI�RtAL.GMRACTEP.ISTICSAND SPECIFICAr,19NA; <br />Shall beStrictly IT) accordance with,General Notesand Components indicated on <br />sheet 1 end 2, of 1 kof Product Evaluation Document (P.E,D.),,drawIng No. <br />20-175, 1 <br />Anchor specifications shall be as Indicaterfon sheet I of 18, of Proclact <br />I I I <br />Evaluation DocurriOnt (P.E.D,), drawing No. 20-1 , 74i� <br />1 <br />7-MMITATPI-YtANt-)-CONDLTM-NI.QF —USE.- , <br />T1 - Shall be strictly In Compliance with General Notes NAD� 1, 8 thru 44, Indicated <br />on sheet 1 of 18 of Product Evaluation Document IP,E,D,), drawing No. 20-175 <br />propelled by Tilteco� Ino, and signed, and sealed by Walter A. 71111t, Jr., P.E. <br />� I <br />1 <br />7.2, Product shall A61:66 Installed within HIGH VELOCITY HURRICANE ZONES <br />as dofiniad�on sectJon 1620.2 ot the Florida Building Code. <br />7.3. Product shall only be installed into poured concrete, concrete block, and <br />wood frome structures, <br />Product Evaluation Report prepared by Walter A, T1111t, Jr., P,E. (Florida License <br />No. 406t), President of Tifteco, lnc� f Florida CA-000$719), <br />, . <br />-4-0 <br />a) <br />a) <br />C_ <br />Cn <br />-0 <br />2 <br />—M <br />> <br />2 <br />a) <br />= <br />­­ <br />-I-, <br />0 <br />=3 <br />_0 <br />a) <br />a) <br />0- <br />0 <br />C <br />0 <br />0 <br />%_ <br />= <br />.a <br />M <br />.,,., <br />0 <br />-0 <br />o <br />— <br />n- <br />W <br />aj <br />= <br />(D <br />= <br />-0 <br />0 <br />M <br />0 <br />0 <br />- <br />M <br />-0 <br />-= <br />.— <br />W <br />.jo <br />= <br />C: <br />0 <br />L_ <br />0�. <br />— <br />= <br />0 <br />a) <br />3: <br />co <br />= <br />0 <br />= <br />LL <br />%I-- <br />— <br />M <br />. — <br />. Ln <br />a) <br />Cn <br />L- <br />_&-A <br />CU <br />L_ <br />0- <br />C_ <br />�- <br />M <br />_0 <br />%10. <br />. = <br />_41­0 <br />C/) <br />CD_ <br />< <br />a <br />4 <br />z <br />z <br />W <br />mi <br />- -I-,,--,-- ­ ------ 11--l-1111111111- — <br />10EHL8&LJ=: a ay AN, Ckm OAT COMPONE14TS FOR REGULAR A& LIFE SArETY STORM PANELS 114, 1/4, 3/4. 4/4, 5^ 7/5. <br />1 TMAST i VK0 ON IHE (ScAa 1/2.i-) <br />a,= OR PRECAST COMMIT PANELS S=W OR WOOD BOARDS BE FO <br />AVOtALPMELM VISTINO ANAU� BE LA40 CMDOOR TO RE" TW MAIN STRUCTURE atHINUSUCH PANELS. L IW/10. 2IN/10, $W/10. 4W/10, *6/.5 <br />1 1 STORM PANEL SHORN ON 7WS PRODUCT EVALUATRAN COGLIMENT, (P,CYJ,) 105 fiaW VERATED F`CA COMPLIANCE N ANCHORAGE SHAI,A. BE AS MENTIONW, IN S,9 ADD it? &2). _-Yales' Purk ivmx"�--,---,-,---.----,-.�----,---,---� + <br />4ft=_ a-20AN14 � --,--------, _____.___-i2-5W iEtnow *"--_------­-f � : <br />(0 TO_=W"Q0A_4W"eE;= 7_­1___1 1-1--l-1--­­_ , -­­­­ -ts-'se MAL VW,T4),_, __ ___,_______ 5W/10. fiW/11 & 7W/11 <br />ACCORDANU WITH THE W20 t)'* EDITION) Of Iflf FLORIDA OUILDING ' CODE. � <br />TA=A�tHORS. AS MANUFACTORCO RY J* BALDEA� INC, I I � 11 <br />0 0 t I � � -----,---- f -3: ­�_,__. ___ ANCHORS, MR CONCRETE SEE $CVM1JtE ON SHEETS 0 & 0--__ - --_r MQA <br />- 2 ,-.-,- --,----g 1/0-­ -­­ � � r------------ 0,2150'- � I MAN, I to "Ca SEE SECTIONS 04 S"MS 10 & I I ; I* ".- .� <br />IIES" WHO LOADS SHALL BE OMAJOINED AS PER $Mr" (620 OF THE AOO< MENWNED CADDIE, �1'4 1 COME 0 AND PANIFLAUDE PLUS� ,ANCRM� AS MANQfACrUMO 6* ELCO CONSIRWRON PRODUCTS I � "-,W. t � � -,kAW, �L_______�_ 1, <br />F09 A WIND SPEED AS REQUIRED by 7K, qvwmenaw AIMU'SINME ZfftW11 * 3r_1 I- ,­� k , . .,� Cft <br />TNF .MaTOf.A�0) i <br />AD - I i � i, <br />FOR A DARECTIONALIff FACMR ]VI-01S WAG ASCE -1-1 15, AND %VIL . t�� $CNEWS PER N D.S. , , f-i, -,'*a --I �11_ 0 7 -";- <br />. I , ,,, - f el, _1_JBa_­ I <br />" I L too- WN, u%x --',=­� _/1., 6 � a � <br />, �,,� I " ,�, I � A I 11 11 � ;1 I 4ALWMM ", I � I j _,�--�---r-_,­ --7-7 � I i- A � ___ -I'---- \ <br />_ r ASIA A�_ . , <br />IN ORDER E A00S OONDWON, V011ANTE DIERON WAND LOADS DETERMINED PER AS% 7-To C t I :MIUM THA TION SAID WOOD OF TAPCON ANCHOR!; SHM1 BE I I/.- AND 2- FOR ELRO PAMAMATIE Pl"5 , \ , ,�' - , �(�),@A ­'-­­,---�­1l- - -T-7 , � --I --I---,, __­T ­ -_ � -A <br />I 'ff �_4 L �"WI ­_1 , � I I I � I <br />HEM IN _N V I I I' L 'IV' i , "we So MAO I I t I <br />$HIM 01 Mr " I HES 11� � - -_ " , <br />'� tXtOTED ON is 7 "Ati 17� I4, 15, %B. ID & 0 'ANEL= 2107* 11 = <br />4�� <br />$HAU, BE 1100= 1.11 _ t�4 E 0 - � , +_ , I , f__ ____ -_ I- - __T_;___1__�_1___._1____ <br />=�GN PRESSURE RATIMM 010�CATMOR SHEETS 7 THRU IS, 1*, S, it, re 4, 2D IS s/rw= autANINO, As DISTIAsLATM W ALL PONT SCAM, BOLT * spWALTY CO, � I I I A � -. ", =- <br />IN 0 10 AtS b6rUtA4 LOA$ S Erf I �O, MW, �� I � �'e' y � ", D.M.� 02�(�) - . A , A �, i � <br />NAX� kAJ �) ON Pf=Jk a `NV I 11 ; L �� I I I � <br />COMPARE I% W/ A� 41440 ZIA, 11W , , . 040 (MOA_ � 11 I I I � <br />� I 941;;;_�\ - I (��Us � 0.6 I 1 1 l 0 <br />C�4 MINIMUM "EALIED PENCTMIAON OF LAG SCREX AUTO THE wow FRANC Only %*4 BE I, I,f2-, No PWADED 71 1 �*.'.Iawlir 21. Af' i REM `� 0+0.6 ! i 1 1 J 1 I � � I <br />YER ,`ESSM REASE 1, Aa 1�, -�, 'i � V <br />IDER _�o VERIFY i4a, ANCHURS ON THIS P-tv AS TESTED, INERE ACT 0, SID � A IMIX W. IN At ON -0 PENEWITON INTO -511=0 SM. St MNSOMO AS PAR' OP TAIL REQUIRED TUREADED .GNET;LAT;aN, 11 ­� ONADE At *114"M ,2- 1 , AJ - I I � i tt)� := <br />\ ,�, I I I <br />WON 7 \ z " __ I I I , <br />$TRESS,F00 "NO LOADS WAS M& USED IN 114M ANAT-"4, nNSTENERS SMA494V TO WOOD HAI BEEN DETERMINED AN \ / W. !I ­ - Er """� MIA& ' I I � ,� � I I I A � I <br />ACCORDANCE WILD NIOS, .Via, I:W. . 44.81 r-so DAM '% i i t 1 ! I 1 1 � C" _= <br />t-N MRANIMM EDGE DISTANCE Gf LAO SOM ,� � ilt--, 1�0- A Ar I I I � �� I � LAJ <br />III% ADD WOW %W,L RE AS *104AIM 90 THIS ORMIANO ---------------- � ---------- � L - ___ L , - ­ , ,,,,"_ ­­_ _­ _­ -, I i i i � <br />F*LT- WACT AND *NO RESISTANCE HAS eEEN VERIFIED IN ACCORPAICE WAIN SFECRON t626 Of - , - ----- ---I I � �, I t t - i I ; t 1 1 . I - - <br />- <br />PER HVARRANE Ei"EERINO, 4k IM00 Y4 "505 49-509, S&­!A7D A W-713D AND IAS a, ONO MINIMUM zw_ 1 1 ; i I I ,,, �i, . �k 1 <br />_140. .141� CA) MOONOW MNEFRATION OF WOOD $VSHNG S4AU EIC RjW., I/0 0-20 SCRV USES SHALL K 1 !,(2- L A I SO <br />1�rAOM. - #20n A, #21a . ASL PRMMQL,S TAS _� L __ _ - - ., ­ _.____,_­ ,------ ­__ . _L_L__J_,J.,_1 I 9 - <br />20J� TAS_202 AGO TAS __ - ­ _____­ - I - I tIII A <br />_ , <br />MKIESIRATION TESTING, LAS Anti, AMMILLS am, swuo Mao Ex4r, AND I- MAIA"M -MR *MAZ KADY *0 Inucca, 6­-_­------IL2W--- - - 1-1-11­11­1 _­ ­­ ­_ I / - <br />_T­I -T __1 , 7 ,� ­­­ --- --'- J­ I-L <br />- � � , 1 <br />20 STANDARDS, � I I 11 I lo I I ! I . <br />-t-4- I � ; -f-4 <br />, I F - - -, - ­_ - , ­ =. M Lj, " <br />A44,01"Rs S� MAW D1_1 AMIN SMUTURE BEHIND IRACH PANELS *,Ir--- I 1 � 1 I / - __ L-'- - , p, I -= M >< <br />2, ALL A.04IMM WRIUSIONS TO BE 6063-16 AUOY AND TEMPER. (UNLESS OtHtRAISE NOTO). SEE SHErl 2, 1 , __-, -1 � LJ_ C3 <br />� C-2) a O 4) 1 "" , I - _-V I I 1 1 -�-� � I <br />AS WaL AS AMERt* TM LAM Or SIOU01 fLONIGA REPORT #0215,01-09, AS PER IAS 101, TAR 207, AND ANV,GRW SAMULA, RAL AS MEAKOONCR IN P,A) I< , - --- � �i . I I �z - % - _ <br />TAS CS) #4 CASE DAI PMCASI mt=% CONCRETE PANCAS� STUCCO ON WOOD BOARDS W IFIAMO ON 'ME COGIINC (DW9MIL.Pall 0 rMill 31MLEM" <br />I ALL ALUMINUM SHEET METAL USED AT CtOSORES SHALL SAA 3105-1,414 ALLOY. ____,! ____ 4;7 I l I _!­ I - - � i C= A.- <br />(0) "I'KARE SWA-1, BE INSTALLED ML1X*% All of IRE RkrIOMUANO)INTIOn AM TprIMCATIOUS 17 INC ANC*Ms 0ANOrAtTUNER, I--,-,' t,-, I.M �__­____' I __ ­.Mi7`__ I ; i "', �__' � I i 1 i 1 3 -= CH4 = <br />I <br />� <br />� aw Yom 325* �__ " i 1% - - _� - I - - - - <br />- <br />I � 11 � I � "I - - i/4 _E0 <br />A & SHALk HAVE -STIOAAWRAL QUALITY STEEL, ASAM A-ILIZA rRAOLSO M,HAMUW C-6t HA�S�f�� 1,0 I __ - _ ItAo. - 114,11-M i I I � i <br />1� . i 11 <br />ALL STE&L tiHM METAL PAI� "--" " , f 'J� 'D; W-a I 9 Q, C= ArG <br />OA-4VANIZE0 VMEL "OriwPON W/fY- tela kv (VIER RO(AED)l El, PANMS AMY ALSO,SE INSTALLED NORIMITALLI' FQLL4WN4 ANSTAUAV.0 DETAILS SHOWN ON 5TOMON 3 THROUGH 10 (SHEETS - .1� "' , I 7 I I - I i . . UNSCALIED PANELS BOLTED RME�Vil 0- Ai� f <br />, A, 0 SK41 NOT BE MID W/ Higurp i6aip-, - - -, ,- , - 2W P a - L M*,I-v MAO. .. , 17 _ i , - - i ;J - .,`4 , <br />I TO Aval 9 10 ANGLE I - 2 W �­ <br />,,,I * StUAL Coprk 9 I SPAM K THE VESPONSIMUTY Or THE 00~09 IV A'N!FYT4E SOUNDREsS OF INE STWJCnIM wNERE SWITER is 10, _� � 1 12 I/VI O& �, I APPLrA " 1 � - , ErA W= 3/3, i n <br />THAOU"N 6) EKEAT ,AAY NEWNS4z N, - i - ( - " ____� - (SEE SECWNS AS , 1 I I !& 1AS, <br />I : 1 41M , ­111 I � I ,f 1, f 11 I = = W <br />$� ALL w1fit" TO Or STANLM -SIM XA OR .,it Ats SERIES On CORROSION RESISTANT COATED MOON w AS PEP, - i � I � i�i <br />IV AND Ba kJo JENSU SWRO .11 - :� ) 12 4/7-0 - SOCIMNS AS APPMABLE) <br />A*rFLOSMENG _ YW/L i7,_=_ , =7, <br />t_T <br />- <br />i = <br />! � <br />_A- I- <br />- _� � ! I -� <br />— ---I 11, RKTP -.4 SO I 1 <br />- 0 n <br />W so BE ,��_ 1-1 %. <;._ i _`_� I T ti". LI`L! 10", A( <br />DIN 500"81 0,9MDA W%*** COM I �- �- *v.w' I -1 I - - J i I � 1 1 I � E - = <br />SPCTAON 214 14.4 FUW_ THAS SNUITER SHALL ONt,Y BE XCAPACKII TO WWAM, BLOCK OR wow FAAME - �00,31 I" $ , -_ I'Sittal � , � i , <br />I --�-,]��, I - <br />=,TAD ASM PROPER ANCII0. � ,� �, ,� 1__� 3-v5* I 1 I �56W , ___] � J, --1,1-'­11r1_­L_ 1. _�­ 1-11_1 I __ _. _i --- I ­�_I. _.1,_LJ I .= = <br />� tl� � 4W 06V --- __ --i t <br />, ­_ <br />- 001TS TO BE ASIM A-"7 C&VANI VML 00, PSI 504 SCRISS SIAINLMS StEct- OTH 36 kU MINUAIM IV - - I - : - - - LPv , z � i ,M. L ' F- L_ ­ L .11.-FIT-1-1-1 __­� ­ L C:I -< <br />I , ­_F ----I- - I <br />- � I 11 - - 7 <br />i <br />9 ,'� ,_ " � 51 -1 'Saar At � ­T--r­ -,- _ �4 � -r---T-----j­-�-­-J- T-- = <br />- -ft" <br />-- -kt AAL X - 1 54 <br />O ,_ ; � I � JAPAIL f � . � W <br />I 1� P 2 � ; A- <br />I 1 1 4 I A i I : <br />� � � - I I I i 1 t � 1 I - W CIA = <br />� I , I I 11 ! .� <br />(A) rQ11VARIALENIN90-00NORM I __­­__­t. M., Set, � I i , i <br />� 4 9 <br />A, � THE 015T&LA� CONTRACTOR IS 70 SEAL/i�IAU ALI VILAM &VP&QNT EUVEO *UGW REMAIN IN CADADAA�OAAAS ,WNIACT *1TH I ., -- ­ - ­­; �­I� --! � � I � (i CU <br />� t,_-Iw ,- ! I I <br />- 1141# TAPCON AMCHOn AS MMUFVTURM at I�T.* SQUADEA(� #O� (NK� V.-I-JEAW P.,;) A— - Eli -1 , i , i i I f ; I i � W = = <br />I 0 A 7/9' 4AL4-10 MICHORS, AS MAWFACTURCO BY O,"ALT !Nt (MPI_ f'-30ab P�14 THE SULMING TAG PMVW "NO)'" NAWION, 11 -,7VI /t, - � I 1 1 i . <br />__z J � <br />- /1. -Zowl- i I I I � . <br />I t � " I I L C= T :�_ <br />i � , � — <br />I <br />- Ile, 4` -MT AW 12 STORM FANCL 0MA)LAMIN SHAI COMPLY WIMI SPECS INOICATEO AN I"IS CRANING ftUs ANY 6 N A 20 0 IONS NCR x" 0110.1 H,. _ - I- 1 4-- � ___ , ' � , i i , I <br />STRE4714 it EACH RMULAR STORM PANELWITP LENSDiS MV D`_8 TkRDUQg 12'_4% AS LE 2 . ;��5 12V 1-1, I I i I I I I ! I 3: co <br />r/ > - � �-L -,--- A al FIV - -) � <br />�, �, <br />;&S PONS IS,'"* 10 AND ALTERNA11WIS aw // 6'. I � ___ TV I <br />I ANCHUM TO WALL SRALI, ME AS rOL10101S 5* AS IOW 014 SHEETS �i, S* IZ RESPECIPALY- WALL MW A =ftt ADD 'OVAHELE 04SMUCTINGI OWNER OR y ,�_ KAM,Q �_ I f- I �J 1-4-1 L_12;� i , i 3: <br />TERAINT TO SECAIMC PANaS WM4 APPLOMILE REPUFFORCEAACHT DURIM PCRKNA4 OF HURRCAW WAANWZ I I I "", � ��_ I -A--� �M`A­ -1 fl- I I I I <br />� <br />,t� I <br />, I I J I I '1111" <br />­­ ; , � ," , � <br />I <br />� <br />ROUNDED MR 0 amos PAIRECS _& I -1 - ­ � , - ­ L � .1-1, ­ , -_ - , <br />AAA" 1. ,I/ SOLID AIR$, AS OSTRItAUED BY ALL P0,DD SONCAAA, VOLI G, SPEtIALrf OD UILM 5 NO NW REGUALAT P (&I@4) - t .1 - , - AD I` V) 'a <br />f%--1600 K0,11 PRO"OED W THE JURASDIC1106t MERV PCRWT is APPUM TC EW UP WJ HEMMED E00C I 6; �, " 1 6 �' ­ I .] 411- 44i - .. ... ... � ...... . _­_,� ....... � j <br />- 014-10 PARELMATf PEMKI D A. PANS-MAM PLUS ANCKM, AS MORNAMAD ITY EMO rQN$TRV01)N PRODUCIV (�) !e-111I @ lr�k (�) AWAU 4 &= = NEU14 @ MW-WM - r , = E <br />I <br />(MIN, -3w P'.A� I'l, I;.) TANMAA�� DOCUMENT (AAX�04 PM-ARED Vf THIS ENAKNUA M CENERIC AND DOES WA PROWDE IWORMAT" (N-TIS) (:D.,(i).&@� (�)-,! ��` � : . MAX 1 2 .0 <br />- ,/,." t, MR M, i­ WHERC THE SuE COND10ONS "Is rROM THE P,Cv, MEMO& I I �,1/1 , I MAN. _1 (J <br />Or TAP-W ANOHM� AS INOFACTURV) BY �R;,-M-I­ CORPORATION �('.._5600 P.:i) j­­_ ---I AuUm Wj 2/4, 3/4, 4/4, 5/5, 715, __ � o- <br />(b) CONMACTOR, TO BE RESPONS40tr FOR THE !AILECION, PURCOME AND INSTALLATION 0ACLODIN6 twf sqvly or 11119 � f suw� I 10, 2W/1 0. 3W/10, 4W/10, 6/5 1 A- <br />4U PRODA)LI ' 1� _C1 <br />`MO WEL TE FEVAL OARED ON THNS PXA ""ED hq5H-- DOES NOT DEVIATE FROM TfZ �COMEURTDNIL OCrAILAES OU IUM _=_f ,374' s <br />AJ) MI M EMEAVAIENT Of TAPCON ANC40As A70 POW" GOAACR,ZTE SHALL K I 3/4*; �1' PoR P, w� E _J 1/14 0 2,04 1 I,LSW - 7,L' S SWI I O, SW/li & 7W/1 I <br />MA OWLINEur, i ­ 11r, wo 0" a. ,"W- aw -1,760`­ 1 � <br />$0 FANOWTE, PLUS AND I W/4" FOR CIF TAP-CRIP ANCHORS L T, f- " �_ ­ 11390, 1 PANEL as "" ao-z--, 4 'Sir I I ANCHORIA: FOP= SEE SCWAOAULX ON SHEETS 8 & A <br />I i I-.-.- -, � __ ,--L--,----,-'- _. "_______ ­­­­ __ <br />_ _14a;1 -_ _­ " <br />(�) INI$e PAWAXT, EVALLIPTION DOCUMENT 601 HE CONSIDERED INVALID W MODIFIM � i I I ,__," 1� FOP !MCMIRS ON SHODS to A 11 <br />A,2) ow-w a SOW-SrT AWAORS SNA� K wmw I/$- WM T*w POUREt) cOKAM, 4G EUKDAArNy URI F _�7 �s A41-0 _Pt?!r <br />STUDOO SHAL4 OEPIAMnO. IJ4:' *-ZD 5ORt" USED SAU SC I 1/�' ONO MINIMUM wvu* STAYOW CAnST, � I III Sze T11­ - I � I , ____ , t I AW <br />� - _ � - <br />NO I� MUNARIM PER WAULS WDAI NO STUTMO AW MIX SC 44CADW WNEWs OR ALL IMPMED SCREn WIG NW, A15) MITE VIRM010 PMAIECTS 15ILAL BE PREPARED BY A CLORIDA MOSTEM ENGINEIR 09 ARCHMECT ADA04 WU OSCOMIC T)k i 67 � L - i � k- � <br />; 11-ti I _­ - "" i " . � <br />I i -,.----I 137t* ; __ � - J _j_ V , ,/, O', <br />� __ i�_K_t�l I'GFI, I �L , <br />- , <br />, <br />OUI "IN VAN* MOM �300` 1 I� I '�"�_ , 7 <br />1 ! �_­&__�L � Ciiv f 1 1,;i4s, ,OW <br />twwratcnw swm AT sm a TK Conw,0015 RaPONSISPATY I � i A f" � - I A <br />11 I <br />PROM i4r OF THE F'115, VANINVER OF ACCORD. ACTWC AS A VELMATOO ENCINEM TO IW I - 14bvi <br />EWIAAM OP RECORD M0,R-) rOR THE PRNIECT AND *140 WILL BE RCSIACIAISME rOR THE L _ I A i III115- ; ,W <br />PT-6, ENGINE0. VALL SWIPt TO TNI% LAITV9 THE STE VECIFIC O"*1405 f4R REMEW, � � _!Z� I I � 1 W31 . <br />� C�L �� � 'T - i � <br />A.3) IN CASE -HAT PREWT SLONE, 0MCAST CONCRETE PAINVIS, PAYERS. SMIC00 09 WOW BOARDS Or VOLIND ON THE 1 8_4 %1� I . M _PA E I I - - <br />.__ <br />"MING WALL O$t FLOOR. ANCHORS SHALLJX LORD ENOUGH TO MA"'NE MAN ZMACTUPE BEHIND sutii _ii7�_, �� t L. __ �JAW 1_­P�.­ I L_� -,-,- _-, && o - I I <br />to Ta i I - wi, �ow :, 66;IJA� <br />PANRS ANON010M WNU HE AS MENTIONED W A 1) AM AN A.2). IV' SHA�L DEAN THE om AND .."AL SCt AND, RAVNA,VRS It, DIP PRO'CM.M. �_� .t �­2,0w___j 1 _11� <br />Or RECORD DIAT PREPARED IT, i ���L _" -) <br />(9) !Oi 9& �* WITER MANUFAMMEWS LAM SHALL BE LOCATED ON A READILY VWSLE LOCADON AT SITARM, 1.� � Be (�) KEX Him aSHER I GAP <br />" ANCHORS AS MANUFACTURED BY 4. T W MADM tK. PANEL SHUT" IN ACCORDANCE POU SECrAVN 17091� or TOOVA, BUILDING CODS, ONE LAM � ­? r�,003: t-�-,, (1) 9 ax = IBM (b nAl-am 7471 I <br />- Xe 0 , 7/r LAAX__tN ANNORR, AS WKIFACTIJK'Day DEWALT 14�, (INNL ft"IISDO P"J') . * (MAO�) --� f­014 i <br />, SHA11 RE PLAM FOR EVERY O"Na CAMUNG. TO COMPLY Yom SEI-11000 f7m.012 or 14E � taBi' (Mum) �� � � "iA011001mA14, M ..A= I <br />� W INERIAV - "t VAUEq <br />- A ** )( �/V SWD-SET Allf.*M, AS VISTROOTED SY ALL POW SCREW, EMT A SPEC�klY CO, P1.040A SIUALOM CODE � GACYANVIED, SPIEL, � ,,, ,-;a- - 4e q _!� __� <br />(MR, C�Mw ,I.1) ODN - 40 $Nka twL M, USED To - , � I � - ------- -4 I I 'i A IW, 'IN, 'LL - 1U f I <br />AII14-10 PAINELINAIV FEMALE ID AND PANFLAWTE kUS W V. IS' AADIAG � I __ - _�� e�vw\ /� <br />--- <br />L - ,-,,I � -�, " I <br />, I J ,� Z77sz- <br />- AFKAGUCTS (MAN. !'J,_;O?I p'.L) - ,,NM� AS MANUFAC40TED BY ELCO CONSTRUCT, k"011 _Ilix BOW kiS � __ I - - ---- �L,'A, I i4-:A , I � <br />, BO"h1q) I MAIN FVUMATS IN THE STATE OF MQRft , =11 <br />L .% 4L-__=_J � � � V_ S <br />- 1/4� v CF TAP 1� - '37ro 1 "' x7ii-, , .1 - �.� k It <br />g1A ­ I : IT, <br />-GRIP ANCHORS. AS "'AACIORPO By TAU-CMT CORPORATION -,Ok- I <br />�, * "',"t f 9 i - L ��J�l - 1. E 7'x�.,- , /, <br />� t � No, 44 11 � % <br />D 1) MINIMUM uAlWOMONT Ot TAPOON ANCAAORS, 110 PMELHATES AND CIFTAP -4 x, � ") A,, 4 6 -, I zl;� \7_0�' 1 _'V1X.R1z,1.; <br />-GRP ANCHOR, Iwo tHE CAUA I-1`11 __��il �._S. LORIDA !uILDI[MG CODE (High woelty No can* z0ftm ­1 o - � 11-11 1 167 * I I -P � ... 11�� <br />. . - � �_ <br />BLOI,* QNn­V*,kJ K I I/#" " I i i ,?­-,-T­­1W* - --- *. * 1*1 FMDA SWUNNG CODE (Mah Voloofty Hurricane ZAUNA) L/T� FLORIDA BUILOING CODE jlil�;h V019COVKorricane Zan*) <br />. *_ - � ; I -A <br />Ar ' � I-- -Wo ALT" 0. , 20 6W AkLIAMAIIZED I'l 4 i _," � �, V!� _-A I - . . .. fig -, - . <br />* 1 No , STEEL STORM PANEL ____ Mcm I 9DITOM -_ %-,-/ .. \� ­ _ I 1­11 <br />0,21 OMX-IN A SOL"" ANCHOR5 5,0� BE CNOEODED -7/e INTO THE CQNCRM BOOK UJIM, No ENDS 4 167 '� I 00"A'A AM. 1 J IDW� � _�_ , ME OF PAWL S * STATE Of �.',Ir MAM nL=,AA w- rp .1 * wm Watt me. TIP, <br />MAL BE, PUINITTV), �/4* 0_2P Sci"s LISP SHALL BE I i/V ONO Ntmmum SAIWal ' , ' I = - 14"'S ­ - ,_, _I 20 GAGE GALVANU10 STEEL STORM PANEL No 44167 % 1 20 GAIAGE GALVANIZED STEEL STORM PANEL OWMA, AD, <br />CC "AIL0=4 L_ ���� * A25-_� -- I M IONG NUT .". W - P, 1. ,4&C WAM ft : - <br />__ ' <br />INTO Srycw V V. cz — �LOBAL MTECTION PRODUCTS. 11C. f ­­ III . . *_ <br />FXST, AND 0 NTUMI,�M FOR WAL� %J% pf0f -, - -i-_ 07/o/Aw * ,I * I .. ­­ - cm, --- <br />on I) � 4%,.WeI VMG0 - ��. .P" 11.14-In!'Sw . <br />IYU,4 �&. &- 8 - <br />C ALURAMUmt, USE WW MR %~ ,Z-e> AV., �1=041 1."%W=M= ,AHItME 054)W-M.1, =1 I � PTM� DD4NUN-IS4S, #A,V (04MMI <br />, IAM NO STUC4:0, - _?__±n�___7 — I - @ I:xz:XIL V%i"-, ,;-:; - __ PRODUCTS, LLC. We, N9010 11 I _T_ <br />� <br />- , "I"t" �__'_, GILORAL PROTECTION! z 11 Ma C 0-1 �. � CLOUL PROTECTION PRODUCT4S. 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