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Ez1/1tt, <br />E2iW/Ia ANCHORS <br />_'__jSEE SECTION EZi a ALTERNATIVE EZ1W ON SHEET <br />-3" Aloe. --s3 Max,t4 <br />T Afrr ` <br />(SEE <br />i 0tE MOTE 2) NOTE z) <br />pH• >~ -. POPRVMutANW <br />PANEL(DT TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE <br />cO O O W/ REAR HANDLE TO FACILITATE e1STALIATiON IF INTENDED <br />r?rRO-WDE-D <br />E INSTALLED FROM INSIDE OF' �STRUCTURE. <br />' I I <br />I i <br />OX <br />N0 "j TT T r - Or 1 f I i E-Z HANG STORM PANEL 'SYSTEM <br />l (ENO PANEL} (INTERIOR PANEL) INTERIOR .PANEL) (INTERIOR PANEL) w;x: OF PANEL 'H Cbht. TRACKS TOP dr 907rom <br />SEE NOTES 2. 3, 4 (END PANEL <br />5£E NOTES 2, 3, -4 i 1 <br />. I (2), END PANELS StrALI, ASWT BE CONNECTED TO AT TOM TRACK <br />i OTHERWISE A STOP RP,R BE: PRQV{IT1ED 7tIP Or SUCH <br />(5i#/{iL AT <br />1 I PANEL LEN474 PANELS, <br />o /- 40A P.a,f, <br />f3 , IF END PANELS ARE CONNECTED TO BOTTOM TRArK, CONNECTION <br />StiAlt CONSIST Of 1f4'rr-20x3/4" MS. W/ 7/8's>,3132" WING <br />TT37 wl T14B-2blrT` i NUT OR t/4'fx3/4" tdtn: THUMBSCREW INTO TAPPED BOTTOM <br />Ss aa.T w <br />OUTSa EA. OF FASTENERS MAY AT £TRIER OF TWO <br />r TRAEM <br />j( <br />ii I NS <br />{SEE SECTIONS AS APPLlGa£ILEj ': I! EK}ERIOR FLAT PCAN�S OF END PANE�i, <br />t ASIC) FLAT P END L <br />Dr 'Zi' (a). IN CASE THAT ENO PALRF.i,S ARE Fr9T CONNECTED TO BOTTOM <br />TRACK (i,s. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO <br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK <br />I I USING SPECS <br />p INDICATED ON NOTE f3) ABOVE. IN SUCH CASE, CONNECTIONS OF <br />J_LLJJ_LiJJ1iLJJ_L��JILt- d CL_L_J11 1J I I I I 11}1JJ_J 1J a PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. <br />.J 3- M- i <br />� 3' WA. L- <br />I.. <br />,,./® 3 .. t•' tan. t INSTALLATIONS ONLY VALID FOR WIND <br />t' i6n. AYE 3 ��J� <br />i SPEED UP TO 170 <br />-.. - (SEE' SECifON EZI 4 AITERMATNE EIW ON -SMELT IB)--'.'-- <br />EZf/is, <br />EZ1W/18 <br />4 1 <br />kq4 SCALE: 3/32"-1" <br />1/4'' Mbx. GAP <br />21 YANK lA'EAI/P <br />><VAaILE VAi11'tj <br />tvx. I:cP <br />t - <br />SECTION A -A a0,11001.fNrT„� <br />SCALE 3/32"al" ��.?�fCEIA_Tij(/jJy <br />y1Q • EN 'Q''+ FLORIDA BUILMG CODE Non High Voloelty Hu cane Zorm <br />44167 "0201BTa°' 24 GAGE GALVANIZED STEEL STORM PANEL rP. <br />IX1aIle Br: <br />* STATED II L E C O Ne .GLOBAL PROTECTION PRODUCTS, LLC. <br />.allb Se, 51 STREET <br />- fir' ejpRl04 . .. a eL M Jea. Vaal .+Eene0. rt Nnr WINE. FL 333I4 <br />'9 F •...• ^' Q eetl" `.."irA.:i m-am E NwyR*-.7"& rAx r454Ren-vTRT 20-175 <br />4+,yr Ip cAaoarnfe �. ..W. a. m. .v NOW*ML <br />nolo 1 1 YMLT[R A �.,. P.E r wrJr - A Bbrr$ Ir M, <br />ENGINEERING <br />EN[3INEERiNCa EiCPRE738® <br />PFRODUCT EVALUATION REPORT <br />September 1S, 2020 <br />ppRceUon Number: R2 <br />p <br />E% PZI Y NUrrber, itt3 <br />Product Manufacturer AN'Amedcan ShuUors and Glass <br />ManufadurerAddreas' 15400onnaRoad <br />Vilest Palen Beach, FL 33409 <br />Product Name 3 Description: 24ga Galvanized Steel Storm PRnele <br />Large Nab Impact Re Mom <br />Scope of Evatuatlon. <br />ThisProduct Evaluation Report 1s being issuad to accordance with the requirements ofthe Florida <br />Department of Business and Pml�slonal' R.9"fion (Florida Building Commission) RuleChapter <br />81 132D.3,005, F.AC., for Statewide acceptance per WADd I M, The product noted above has been <br />tested and/or evaluated as summedzed herein to show compliance with the Florida S ' Code <br />Seventh Edition (2�) and is: for the purpose Intended, at least equivalent to that requ�by the Carte, <br />Rt-gvalobon of ft product shell be required following porthun t Florida BuikNng Code moacations or <br />reywons, <br />Substantiating Data: <br />PRODUCT EVALUA31ON DOGUMFMS <br />EX drawing 41130.31543Ittled 124ga Galvaluzed Steel Storm Panels WHZ 8 Non44VHZ} ; shasta 1-5, <br />prepared by Engineedtp e(press, signed 8 sealed by Prank Bennardo, P.E, is an.intagrW part Of Urfa <br />Evaluation Report <br />. 1Wr REPORTS <br />Utlifienn Stella structural performance has been tested in accordance With TAS M test standards per test <br />report(s) OBT-ASG-t7-001 by Blackwater Testing, Inc. <br />Large missile Impact resistance and cyclic Wading parfomSnce has been tested in accordance With TAS <br />201 and TAS 203 teat standards per test reports) IST-ASG-17-001 by Biackwater Testing, Inc. <br />Structural enaineortog calculations have been Prepared which evaluate the product based on <br />comparative anflJor +Acrid anaysis. te.quafdy the following design cdtana:: <br />1- MalimumANOwableSpans <br />2. MhnimumAllowableSpans <br />3. Mil himum Gress Separation: <br />A.: Anchor Spacing <br />160'SW 121A AVENUE SUITE 106, DEERFIELO BEACH, FLORLOA 3344.2 <br />(954) 354-0660 1(466) 396-9999 <br />TEAM OENGINEtelmreXPRe55r COM <br />EIHGINEERTNGEXPRESS.CDM <br />ENGINEERING <br />Page 2 of 2 <br />All American Shutters and Glass - 24ga Galvanized Steel Stalin Panels <br />No 33% increase In allowable stress has been Used to-tha tlesigo of this product. <br />Soparallon from gia211fp is not required for {nstaltatlons outside of wind zone 4 and essential facilities; <br />Impact Resistance., <br />Large Impact Resistance bets been demonstrated se'evideoce€l In previously Naked test'raport(sh and'S <br />"counted for in the engineering design of this product. <br />Wind Load Resistance <br />This product has been designed to resist wind loads as indicated In the spen schadula(s) on the <br />resoeebe Product Evaluation Document fts, engtneerirrg drawing); <br />instafWan <br />ThIS product shall be Installed in strict complance wlth its respecive Product Evaluation Documentfl,e, <br />aronserfng drawing), AM with all components noted therein, <br />Product Components shelf be of the material spectated In OW produces respective Product Evaluation <br />Document P.R. engineering drawing). <br />Libritations & Conditions of Use: <br />Use of this product shall be In strict accordance wNh the respective Product Evaluation Document (Le, <br />engineering drawing) as noted herein, <br />All supporting frost structures shell be desigrfed to nrslst all superimposed leads and shall be of a material <br />NNtad In this products respective anchor schedule, Hostshpcture gendtions which are not accounted for <br />to this product's reespectva anchor schedule shah be designed for on a aite specific basis by a registered <br />professional engineer, <br />AN Components which are permanently installed shall be protected against corrosion, contamination, and <br />Other such damage at all times. <br />This product has been designed for use within and Outside the High Velocity Hurricane Zone (HVHZ): <br />Respectfully. <br />t-ti` �r'�M1S <br />i?leak Bermardo, P8 <br />]ENGINEERING EXPRESS"- <br />0110046549 f Cert. Autli. 9885 <br />- 16D SW 1211 AVENUE SUITE 106, DEERFIEID BEACH, FLgRIDA- 3344.2 <br />(954) 354-0660 1(666) 396-9999 <br />TEAK O ENGINEERINGEXPRESS.COM <br />ENGINEERINGEXPRESS.COM <br />'J{-MbHJ A4 # r GebIV +Y'SJC �'E. A 'At 55vPa.t,L rr tY{ d... - ; <br />_Fvn iV nV set' `as'a':1 „^`-•n.X"""; <br />axF elara. m".� _ apm <br />.ennu ett8 S.virrF ,/` <br />,r 2•kra Ct t,UM4 rY E <br />]..k <br />d :1'.i p <br />1 <br />4' <br />F07 Y[M' nr <br />M <br />P:Mu <br />X.T. <br />7 <br />T"P 8 rsn win 2 <br />i <br />1 t'c <br />.� J 1, <br />1 Iki , <br />o U <br />l'S <br />V J. yj <br />av nA yc't �I <br />ti � Jet' <br />� a <br />I' <br />+J:Ar hI'd Tr4 u M1 S i IIt <br />ale <br />S' <br />i a.. <br />s <br />vn, a""e",hsx w <br />I H' <br />- �•; U'tr:< rzn r-rurr - F"": f �it. <br />tl <br />e X <br />lzw [n <br />€i9R! <br />1 nx s, <br />Y H T <br />.0 JY UL M.� J P H "CN <br />w <br />3 4 <br />AT Hi<"as 1� <br />fF <br />7-NV LISI i 1}P.. L tr'rI <br />- <br />'Er^ <br />rN� <br />�al.r45.'zou r>7m <br />P W r•G <br />3� Rr <br />a I53 c17• <br />a.3i.L ,L I'n r-a <br />iu'i CQLiIRi7ROpft MObNF 9ECrI(JIL' Qa <br />3wr5:1,. <br />....II 4 <br />FTrAry h 'cur - iL tl <br />.> Iv CC <br />^'Mah7F I.:ULL. L WCIL _ _ CC X _ X . - 4 b z <br />- 3b18'Kf <- - 'x-lmar Rr- t• e c mu+J <br />.area J r rr'a «r .r-. •Y-_ . Itcl(ni a i ucP `t-4,rrauJl4.R.x.: an,,. _ <br />_ :{FY .Tit::,G'-t?i• ="- &WAtt IbUMr3�Cf1tM! <br />SSdertl L+Fi 917E <br />- t � <br />5` ,T%K.-.2K.'. W1' IV.aEt rYA1NfCriMJ Eire" ✓ 1d41/: <br />'1L ,' ,sJhTa' H3:, i'A2bt IYNL HIAY VAAV IYi <br />W <br />s• 'I <br />_; :_ I T . �r IF1f':.:M 7'Y ,.Iry nE•-EY S:T 1. C7.r <br />� - r.,-wu i:x_ v..r rJi ,ai i ' sntx�rn-1 c?u.•. <br />.M1fb.WrIM19 471 , 9r,wa: C I .�aA IwM,. vuu.rw.4r+av c, <br />.. : .,.. ki=1e..T. <br />1 .A tt ? S ! 4 N <br />h.tipTV <br />(.. <br />S <br />NJ4 <br />E.' <br />1 DI <br />q , <br />6. <br />1! Ialu <br />�q oR�Ipp�,pp <br />F a <br />f'R Y,. <br />IGa YAI»1a1H�L, "FAY t Jn:f1rA' Ifi�f^J;Tr'P <br />'e. IT: Irpx-ra mJ`J-' � -Jt1ri t'aN 20 -31543 <br />3 1 C t npPnbNALTpIkebTTGMCLbSURE p3AiL <br />, O uiiM wc. JR:ui rJ,_T trF <br />• */ INSL Frof...16Y lJ,4lF-1�,Li.' •, ArfPlf `;T. -Mk <br />l: It NNjILt941NIM'AINI S''r:+NJN <br />zJevnE /-y.�, r-l.kroF�Cyrnikti� M alai w:lJUN. " <br />------------- <br />c 1 <br />r___QXWING POURED <br />CONGRM OR <br />it <br />f CONCRETE eIOCI <br />WOURE`D <br />t T 4Y TAPCON <br />ANlX10R a' iz•� oc. <br />3.I <br />1/4'B iAPCON <br />•. T"" /14aT' HEX HEAD 1EK <br />FltON <br />'--(I��) <br />WOOD HFi1DLT ' j 1""^r''° `"� 14a1• HEX HEAD TEit <br />REDIMNEO �1 <br />0(bW FROM <br />ANCHOR i 1Y D.D. <br />01,.}J4" <br />irJ <br />r f EDGE <br />r <br />Y> j l` iT <br />1 <br />9 <br />E. <br />W <br />p <br />� a <br />Ek�N <br />p� 7 IHn. / f <br />�,�'P+VN'Dmt <br />g <br />i.�"•r.�' <br />tAj Pspr'rwat. a { t/ g # <br />l� <br />. TG .. .'ALE .". PON f <br />EXi5PFH3 '1F+ifSS. j '_+i1Mf�NlUY POP <br />p <br />1 D RNET <br />N I i mET i <br />i1DL[athN �. ....•R._'` <br />,_.._.._�_.__..,. PAHrE1 LENGTH4' <br />Eric, <br />hux <br />...-.... _,�.1 PANEL LENGTH:. ' <br />a <br />A06[7P- $. <br />a"'SEPARA <br />.....-.._I <br />R t I <br />a i` Aar4 1 B <br />A TD GUt55- t abn l <br />> THUMBSCREW SON k <br />U SCREW <br />R <br />_d 4'B-2Oa2' OF 1' <br />I <br />a 1 <br />a <br />Ni <br />ED, <br />JMa. <br />EFO. -F. 7 <br />Vd'D TAPCON ANCHOR <br />[ i E} <br />1/4"► 7APCON ' `1E NG POURED <br />ANCNIXt-:(r iY O,C, - "H <br />4 „2"x4" WOOD <br />-AATE <br />: <br />CONCRETE 81CGI. <br />.-,. '•i <br />` fIEONR£D <br />WALL MOUNTINGS <br />SS�TI�N �1 <br />SCALE 3/8ffii` <br />�Bt�il� <br />SCALE 3/8-1.` <br />iMMeNNrrN <br />uT1"s P <br />'. <br />' <br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S,D. DESIGNSHALL <br />r11011, PANEL LENGTHD:4A1 <br />BE 2'-6• <br />., � <br />FLORIDA BUILDING CODE Non High Velocity Hu <br />it ;'Jet .. 24 DARE GALVANQED STEEL STORM PAT$L <br />art Zone) <br />GRAW W. <br />PRESSURE RATING 4/- 40.0 p,a.f, AND 6'-0` NO <br />PANEL LENGTH. <br />12. <br />�. <br />sl' <br />1�-jATE _ <br />•.. - 'IL I; lYr .if I[EC. <br />■ E C O GLOBAL PROTECTION PRODUCTS. LLC, <br />mtv+ o <br />>e <br />FOR NEW WOOD FRAME CONSTRUCTIOM WOOD <br />MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC <br />/ <br />AtomD.. '•'Z"r: t •soba.e.5t.91" <br />'' •••.' • "v ar Nn.as. a9_1 Hi.Im 4 <br />'�5 k M,a.. an-rm , r.: naqe r'",nM NNM[: tas,Hea-Taea, rAc tE4.XaH-#fit <br />S�pMAL� <br />20'-175 <br />DENSITY OF 1)55 OR EQUAL <br />� "'^q,v"• .. ,, .OI.P.P ,,,, ,,, ,, +�.,x .., <br />aRAlaln him <br />ne'9w kkaER A Than ' <br />d4L a <br />WNEr r! fir f6 <br />r ALL AMERICAN SHUTTERS AND GLASS <br />24ga GALVANIZED STEEL STORM PANELS {HVHZ BL NON-HVHZ) <br />� cOB57RfOCT(Of'7 <br />T- A (LogTrON MAY vAav t <br />: eamm MOUNT (fNnAON�t <br />fSRAN 8@Lotto <br />i'fP>r AS aEi rSi <br />09sTRWMONl <br />'PkSNE45 MAY H'E'AltiTt'O4Ea As REQIiiR;EtS <br />PR�D�I THaT�-7NHEC[tOrL4 ANa <br />(i�lONAk"iGj-ZOSTITC. <br />atDLTRI^dITPo;WASHERED <br />A�JCHbRB,AIAE UGD.iYHirHSAT15ej. <br />LVtNONUTS, 6A5TENEp'B <br />:$PANaABOVk:SBii,CRYi3B53RrIeF10N,'.' <br />7H63�eaf�N7A9�t <br />VEkTiCAL MOUNT EL P_VATiON <br />NOTCHED PANEL'S <br />\ j, N:T.S.. <br />EIEVATNIAN' <br />ALLOWABLE PANEL SPAN & GLASS <br />SEPARATION SCHEDULE: <br />24 GAUGE PANES <br />�I <br />MINIMUM STORM PANLSPARAWN{ROs4 GLASS. <br />HWH2 WINO ZONE 4a ESSENTUR FACHITIFA 1 ) <br />MAXOMUM <br />DE <br />{P6Fl <br />l <br />I <br />-AUAWaeLEPRMRRE <br />all ILmAAIHAN3M <br />� <br />INSIALLATONSILM 01STAUATRiSGRFATER <br />ABOVE GRACE 11AN3VABIVtRAOE <br />t <br />11. - <br />' 134 M <br />a.O6 Jn F n <br />2.Sat <br />f <br />131l.D M. <br />6 n 2.LBHO. <br />'sBJ �. <br />4II .. <br />'v <br />445 <br />t <br />M*an <br />a,b n <br />1360111 <br />13a:QM <br />-n <br />e6 <br />11 - <br />4 _In 2.16BT <br />606M 2.6 M <br />6:65 M 246 in <br />2354T <br />1 <br />6118 n 2531A <br />i 6S <br />t <br />59.BM <br />9.I1in �' 2.7E Fit <br />t-rb <br />3Eri lrt <br />4.121 n L'DIB <br />«LH <br />27:b In <br />1 "in L98 in <br />N GLASS SEPARATION NOTES' <br />I <br />11 LE LOAD DETERMINE <br />rrI <br />- ETdTBE5 WITH SLTfVE' OA PANELE <br />I <br />MINIMUM RATI Pa Ml IMU ALLOWABLE SE➢A 9N FROM THE N7PR'niMG TO BE OTr'C'ffi9- <br />SEPARATION OPENING <br />2. SCHEDULE IS REQUIRED NOR USE WITH POSITIVE LOADS ONLY <br />- <br />INTERPOATION BErWE6'1 LOADS LS ACCEPYAOM OTHEIMSE USE NEXT HIGHER <br />r7E r14 <br />LOAD. <br />"Tol <br />FOR INSTALLATI DEOF THE HVHZ AND OUTSIDE 3 OND CUTSISEOF <br />SEPARATION <br />FAQLlT1B IN ASiM WIND ZONES THROUGH 3. THE GLASS SEPARATIONT <br />SCHEDULE IS NOT RMIRED AND NO MINIMUM SEPARATION FROM TH£ . <br />PROTECTED OPENINGISREQUIRED. <br />MM- MUM ALLOWABLE <br />I3E8iGN PRESSURES - <br />'AS IN OESIGN <br />DESIGN NOTE$;: I 5CHEPULES <br />PGZsLTLWE NEGt�N`E-DFSItiNPRE55URE5CAi.CULA,i'�D <br />SF'OR.USE ,. NTH`tNi3sKS#i_„N4`S La�LppaE.hEr�iR(dHYHE ReR <br />pyAARRAA. GM1Kri�NEN�uStingA6. :Uiak 5 .; <br />p�IEAM {N.y�p � CORP. NCEHIIT H;+k,B�A�CFiAP7EG1, <br />iy51t4E.TH �L�9 AB�1�U�E±JNG CODE'9HUalL sE LE96 THAN <br />P�fiD���d�AL_�Eu LIST EMI? M. E#iB1N PQR ANY <br />aLY AS SHOLVN <br />aEEN USED IN THR <br />%lu � RESFeNsral E <br />nrstt,N Wntlxi <br />ro.Lk sc 7fkgUiaeo m <br />PE13. 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