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<br />IYEIC L ELEY91ON EOR SERIES 2990 E-Z HANG STORM EANEL X MMM M
<br />SCALE: 3/32!-l'
<br />t EN�G�- � 1, , NEERINC3
<br />ENOINCERIING F-XPRIM.11111130
<br />1*R00U0t EVALUATION REPORT
<br />September is, 2020
<br />ApplivalforiNwriber R2
<br />1EXProject,Namber, M
<br />ProdUctManufactiner. AllAmorican3huftorstandGlass
<br />MawlacturerAddrom ISO DonnaftiRdl
<br />Wast Paho amok FL 33409
<br />ProductNwnv40wwpffom 24go0alvardzedStesiStortnParmlis
<br />La%o Missile Impact Resistant.
<br />Scope of Evaluatton:
<br />This Product Evakr8tion w4h the Irequiternents of the Florida
<br />"op"ZI* 078 OwiftConunisson) Rule Chelpor
<br />0102 016, �Al!f-.,,$Wfev4deaccooMmoporKoftdi(d), The product noW above has been
<br />toslad andidus"luallsd As sUmmarized herein tashow compliance w4h the Flordle Buildift Code
<br />savwft Edition (202M and kfor the purpose intended, at isast equivalent b that requirail'by the Code,
<br />RbAvalustion of this product shall be raquired folWng pertinent Florida BUildim Code moc"caltom or
<br />revilalm.
<br />Suitistantleffog Data:
<br />- PRODUCT jAJUA710N DMVENM
<br />EX drawinoV04116430od 124go Galvanized Steeflittorm PanoboWHZ & N=4M4Z)% shoots 1-5,
<br />=�VJeP%jqeoAjV EKpfM, signed &$081ad by Proftkeenrealip, P.E. IS mT�InftIarp*dcf1hlR
<br />A QrL
<br />hoolow Wftdln scordstroavAthTAS202tast standards pat tom
<br />,roport(s) *STASG41-004 by BecimalorTesfing, Ino.
<br />Urge marsile Impact resistance and Pick loading Performance has been looled In accordance with TAB
<br />2M andTAS 203 tastelardards portast rep") *ST-A$G-1 7-M by Bla&wtor Testing, Inc.
<br />- RNOWLENGINEENNOVALCULATIONS
<br />Structural enilinwring calculations havabsen papered which oftfuots, the prodod based on
<br />comparalfm and/or raftnalanalysis to qualry the MoWrig desigi cigods:
<br />1� Maximum Allowable Spans
<br />2, fArilloft AllbWable Spons,
<br />3, Minimum OAM Separation
<br />k AnGhorapscir*
<br />141y Sw 12M AVF.4�ir -50ITL 104, DEERFIELD BEACH, FWAzoA 33442
<br />(454) 354-066U 1 (066) 396-"99
<br />LAST PMELO TO BE INSTALLED Al OCI OPENIO 11111 ALWAYS BE
<br />REAR TO FACILITATE INSTALLATION IF INTENDED
<br />0 =V
<br />PV SI
<br />?" W'
<br />I I BE ALLE DE or SMICTURE.
<br />sgns-i
<br />(1)� DEFIN E-Z HANG STORM PANEL SWYSTEW
<br />CONSIRrALk �11 LL TRACKS TOP & WrTOM.
<br />(2). END PANELS SHALL AMICSISE,001,01W B
<br />EAR . I: TRACK
<br />(AHMISE A STOP or Slx�`I
<br />PANELS.
<br />"'ON
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CON*N&MVT*"N
<br />SHIALL CONSIST OF 1/4'6-2093/4' MS, W/ 1/916.3,132" WING
<br />NUT ORL;/
<br />C�4�00XO3/,4
<br />r ; OTTOM
<br />M R To X OF Tim
<br />TRACK, FZTI� = MCKYEIBEINA7 EERO 0
<br />EMRM FLAT FLANCIES OF DO PANEL,
<br />(4), IN CASE THAT END PANELS ARE NOT CONNECM TO BOTTOM
<br />TRACK (Le. A STOP W IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />MCATED ON NOTE (3) AWW- IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM MCK MAY OCCUR AT ANY PANEL LOCAMN.
<br />5 ONLY VAUD FOR WIND
<br />170 M�P.N I
<br />.-Affian.vENGINFEERING
<br />Pop2d2
<br />All Amedtan Shuttem and Gins — 24P CalvoiUd Sled Storm Parols
<br />No 33% Inorwase In has been O"d In thodeabn ofthl-s-ppoJUDL
<br />Separation frorriglazing Is not requIred otww zone 4 and sewtial fadiflift,
<br />Impact ftsistance.
<br />in# ImpootRosistarwanas been damoirstrolod ass Wroport(s
<br />VWI , ad OW Is
<br />90courgod for In the Onlibutwing das* of ths product.
<br />WtWd Load Resistance
<br />lWa product has been dealped to calsvind loods as indWed In the span schodole(s),on the
<br />reopective Product Evalustion Document #,e� anglosortntil drawlto,
<br />be Installed In Product I!yaludon Document f.w
<br />=110103:14ng won6wtne
<br />Product con"nonts sholl be of the material specilled in TIM producfs tftpac#ve Product Evaluation
<br />Doournent 0.0. anillinseft diswing).
<br />Limitations & ContWollis of Use:
<br />LIU of this product shall be in strict accordance with the rospeclive Product Evaluation Document V-e,
<br />engineeft dwMno) as noted hersin.
<br />AJI suppo" host structures, shall be closignedto resIst all sw)orimposod loads and shR1 be of a material
<br />Wed rosprodke awhorsolvoi4le, Hosteryclure cordiftnowhich are not accounted for
<br />In this products respective enchoradiodule shAll'bo,dosigned for on a afte-specific basis by it regletwool
<br />professional engineer.
<br />All component vNch are pormonerrIly Installed shall be protected agairat corrosion. omambleribo, mid
<br />WhorsochchonapateRVITIos,
<br />Tfft product luts been desIgned for isswithin and outside the High VIEW* Hurricane Zone OWR*�
<br />Rospec-My.
<br />"" I �t-,-V7
<br />Prank 13crorwo, PE
<br />Ewwuma ExPREsO
<br />#PBOWM9 I Cori, Auth, 9W
<br />1,00 SVV On AvzNut So "E""', eiAtH, FIqZt—** 33442
<br />(454) 35.11.0 1 (Z.6) .,6-9999
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<br />INTO POURED CONCREIE, CQL1rjRETE
<br />SERIES
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<br />MCK AND WMD SIRUCIURES
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<br />SCALE 3/8 1'
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<br />1. INSTALLATION ARE ONLY VAUD FOR MAX, X&O- DESIGN S11U- =15EZ�T'
<br />% FLOW BUILDING CODE 2f!n Nigh Vatovity Hu
<br />y Hu
<br />Hu one Zone)[
<br />4 w- 24 UIX GAILVANUM SML SION PANEL DPW ft.
<br />PRM,URE PAMIG +/- 40.0 p^f, AND B�-O" MAX
<br />PANEL. LENGTH,
<br />2. MR NEW WM* FPME CONSTRWtION: WOOD
<br />STATE (I �M�tm M-N FRMUM, 1JX.
<br />IL KLC 0 10191,
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<br />MEMBERS TO BE SOUTHERN P94E No 2, W/ SPECIFIC
<br />00-L t#IH)ww-"w Fw (WAO-#M
<br />26-17S
<br />DENSITY OF ON OR EQUAL
<br />onq I — 1
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<br />ALL AM-MCM SHUTTERS AND GLASS
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<br />EEVATT%
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDUM
<br />244ALIOEM4
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<br />A C 4 XIMUK E 0
<br />P C TiONS
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<br />MINIMUM ALLOWABLE SPAN SCHEDULE
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<br />';L UN=TRPmArION VETWM LOADS IS
<br />ACCEPTASMOTMIMMMNEKTHASHRIOAD
<br />GLASS SEPARATION NOTE-S: eloo F—
<br />MINIMUM AUJOWAELESEPARATI04 MOM THIEOPONINGTO SEFWIWW�
<br />2- SCHISAILEISMQUIRED FORUSIE WITH POSITArk LOADS OftX
<br />INTEROMATION BEtWIM WADS IS ACCWA0U4VtH91HNM USE NEXT HIGHER wm"*
<br />LOAD,
<br />3. MR INSTALLMONSOUTSMVTHP HVHZ AND OUTWfOFfSSVAMA.L
<br />SCHEDULE I$NOT REWIRED Aga uQHINn4UMLSB,
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