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<br />ENGINEERING EXPRESSIX,
<br />PR0D0(;T EVALUATION REPORT
<br />Sephornibrii 15 207C
<br />PI M,oir Number 17MR9, 1 R2
<br />EX Poolecl Nonber 20.3l5il �
<br />Prodoct Mal, Two Mr ArniUrican Shutters and 041"
<br />Nin���,lai:l�ih�!hl,A�j�lt��,s�s 1`54U C)"I"'d R'lad
<br />AIT114 P.�Prl I BUI A I I) FL 33409
<br />Product Notorris & DiestopipI 249a Gialwantzed Steel Surn Psonefor
<br />Large Missile leirl, Resaderal
<br />Scope of Evalua tion �
<br />IN% Piloduct Evalluatliator Prorport ls hoping rse,ijord Ll aoci�o I daitror, with ;hAa itHquvoirl of III. Foolmid
<br />EHqAartnaI all Buwwws and Professional RiagcIal 11riarsda Building Corroornasslon) RIAMI, Chatil
<br />EIII0,20-30OS FLl IlDrialailawlefroarriceptericepw Method I(d) The prodl noted inil hall tHl
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<br />islinsion,
<br />Substantiating DaM,
<br />A ERQPJ&LUA11'V.&1_10_W9_VMVi
<br />EX Brawl 020-31541 Wood 24po GaNanill Slill SlornI Pornow hiii & Niri I-IVHZ I 0141,0N 1 5
<br />prepoll try Engineering ExTens stittried 8. sealed By FoAlinii B-AnnardAt P lE a . I. ... i,,,jl,s PSrI or this
<br />Evalkoiaor.n RAI
<br />* TE3T RF- RTS
<br />Lmrloi stutIc Slow tural perloarnarica, has been lestat) on "crodri with TAS 202 trest standards ON test
<br />rt,pci PEST-ASGA7.001 by Blackorroater Testing Inc
<br />I arge "ft*le Impact Assistance and clocilic loading perlormance has lal LeTl IT acroordilail with TAS
<br />201 ind TAS 203 test sIrMFdwl poor test rooport(c) 411137-AS(l 17-001 bi Slackoval Toll I,.,
<br />A STRUCTURAL ENGINEENNG CALCULATIONS
<br />Slii�ctuiral itragonvemni cak:0.1vorrit have been piropshod which awakial the product bil IF,
<br />rvorropeorative and,cor,mii.-moorwhil to qualitior the 100mving design mftfto,
<br />I Maxitrouri.AllowableSpan,
<br />2 14nmwm Allow" Spans
<br />3 lAtruinuartiWwasSepenstican
<br />4 A-hor Stioncloop
<br />160 SPIN 12"' AVIlkill SUIT( I'6W_ 0 # ER'll $EACH, FLCIPPICI ).!lAP
<br />(954) 354-0660 1 (866) 396-9999
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<br />accounted for Its tho PaMinatiering derarl 0:14IN, plix-I
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<br />This product has loan CaNsignal to toll Nond keadle .P� ilv*r died 0 the spun scholodule(s) Dri the
<br />%speclive Product Eveltiation Cloclimeir,11 r f onfouleriterli PILTANAWPE)
<br />Installation
<br />This; 1p,,-ducl �Foll not, rWakaid in shirr corniii4ancr with I lAll kivo Droll F Frakralice CLIL,we,tiril IT
<br />P'tll). '11'1�1'11111.UrOiill.j� ,IllnqWI113h�:('�Ill:�r)�IOPt�nrA.dthe�e.11
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<br />Docurnerool (1.0 ongb,*"ng doraw,oll
<br />Limitations & Conditions ol Use:
<br />I_K,� �f role. Vil I Hill be on 51al rio.viclArico, III Irivr F*%^tve Product Evalustion Document It e
<br />P,,,.jIF.rl l Jmwr,q� ;v� rl,ded haseen
<br />All Supporting NOW struclUl Shall has deetrolled 1l, resmst L.Ij siApern,potl k"I Al"ll ll be of a matmigi
<br />korlied in this product's respectil arPithor ovitedirle Hoot structure conditions il aft, not accounHad lot
<br />in the, product's tespacive ano ... 4 ittABididiii TWIN EPA doesitintold for con a auke-spiti basis Try 4 Poitrisloill
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<br />ToWei. prol h&% been cilloPqrsd $or use wilhilin acirl witurl Oiri High Volocity h1ruvAnti, Zone JHVI-Ill
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<br />PANEL LENGTH.
<br />12, FOR NEW WOOD FRAME CONSTRUCTION. WOW
<br />MEMBERS TO BE SOUTHERN P14E Il 2, Wl SPECIFIC
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<br />DESIGN NOTES: I 5C"T`��!I ,%, N
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<br />WVZDTH U AlLmnil t,ND INEGAI X�IGN PRESSURES CALCULATED Z x & TO
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<br />III C &lAil 4' P=A11i'll' ITICEPLA L STATE, ANDeOla LOrAL COW U �
<br />TOP MOUNT 0 ,I, I i IANII I CH ALL Ili 24TA Itrolit. Cli Oa4' - 6
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<br />I , � A�� TOO � I 11 01) Of �L. ALIJIMFiUI4 PiAlIALIWONIA SHALL BE still Ill A UPIN I" ALLOW. M:
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<br />T rcv A. Mil DOMINUS ,ilPeQV,N A Ill ,44016EPASIFUND
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<br />"'I "I (or rXITION"DIrTA"I'L Poill MAY ILE MOL)i VERTBALLA CA �
<br />�, ", "In HONZONTALP, ASAPPLICAINLE.
<br />It *.ONCAFTE FiNCHOPPISODInote HEROIN SHALL OR INUMLIEO�,
<br />I 1 U� _ � I
<br />_� I � to,, IT IT Il Ull 0 i'01HPIRFIE ONLY. INSTALA ALL (ONCIPFIT ANCHOPPILS PER .� �
<br />MA 4IN'T"Ll'I RECOMIONENCATTICNIS. ,I �
<br />aJW THE CONTIPACTOR is KLSPOWISU TO IftEW-jITE Oft PROTECT ALL 14 ;; To
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<br />A, I, � HJ1 , . - . , - __ -.-OW I �11, DHLIIIAPTI USE OF I i 1. I, �
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<br />z 1. LIU 1, ACILNG LOCAL Ill 6 APTIMATI Moir RES-LILTPHG I" MATERIAL
<br />�1� TAl Pl L�i�irkjeo FOR raillOtilit, STATE al� PrEWPIAL CILLES, B. - I I , I 19, :
<br />� T I. -I I OrIVIATIONS OF THa & "' 1;
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<br />rr AA f,4LV�IP&Incel)HBRFI MCAD"DITTION
<br />I , �11111111111` LjWTIPiL'AF1TQPi o' '40trill LOM AM TAITIM "�ED Per 0 I � 11,
<br />11,1111-111. �I, NA, A1.79PAl AIDD111014 OR CJMBPM"Kt4QEVO 16 ..w 11
<br />L .Ili _-, __ toll TOO All "O�IDATE Torrat �P?ItICAT" I I 01 ; I!, 1
<br />BOT7,i MOUNT (caftel L-III 178 'PAN,f I .L be P13P p4li RMY LABEL ' WIT "I" M OF it) LAS It
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<br />(51P A RLUPPI I r, VER I 0 Hak C ONTAXI THE IFOLLOE"L To 5. WKATIUCAL ,
<br />nPC AS PEO D� Pi 4 Fll Fir, tHUTTIA.; AND CLASS I �;� 1,0111
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<br />1111I Ill -'��ZIDIA,��111�1.R,ii OPT _Z"' 7AS 2 01. " A I
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<br />VERTICAL MOUNT ELEVATION ,,.,.,"!,.�".,:*,%,�,,�:'7A"-�"�L,�'."'I W=Z.
<br />I. 1-1.".1li. i I
<br />F �Jis, 1 �i
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<br />ALLO�,TJABLE PANEL SPAN & GLASS
<br />SEPAFATION SCHEDULE:
<br />I #,lirl % Withol AA FA ( tiiii,ii PION � R,iirlel r,[AS% I
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<br />;PAN SCHEDULE NOTES:
<br />I i k SPAN 1.1CHE li'l I.$ Al NEGATIVE
<br />�Ir.l,� . �'AL K PATLE1, rAlPU`HAER SBACTNIG TO
<br />iiielel "A' JMAIM .tt OWAKE STORM PANEL
<br />SPAJ4 SCI,(Durf I�A� L ��r
<br />0015TTIVE LOPACS LESS THAN OR _-, ., - *1
<br />stl PIIIP! Dol k0A Ui
<br />2 '041i FASTENERS 411E STIJUS J51JI 11,
<br />CrINJILINCTIONPAI MDL1NrjNI�,FFT1Ql�bjQI,5
<br />x .1 LIAIR sT.al k4r,LE FTC � USE 6 215
<br />1 I, Fl I`A'lVF'NFR '-1ACING rAlf" WALIJES FOR
<br />XPF
<br />AL; " AeL:T �I' P�� AFTFRS I INCI.U[045 6LALD C `�
<br />CIU'.[I�Ti �i.Ll I
<br />, t IIII JeIT al AILIA, ol twitfir LOAD Is
<br />, "
<br />A�(EPIAFBE 0110ill PuNFIKIlHoGePER I OA 11
<br />.—..- � — - ----
<br />GLASS SEPARATION NOTES:
<br />�I ENTER FHFAN SCHIbi ill III Ill �, � T11f TIE �J(,10 1,)A, � T I I I t I F.- 11,41
<br />MINIMUM 4LtOWAOLE SEPAIII LFCAH ,IS CWELAIAA; TO BE Pol IFUD
<br />2 SCHE01ILL is liegItUtalif� I CIA ,�f Iii POSITIVE LOADII, ONLY
<br />_
<br />1 I PIT E PIAGIATION Fef?*11i -11-CIS IS ACCEPTABLE. OTHERWISE r4SE Pol rijt�p
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<br />I 10. PH 14"Ili r4,I1,. Lir 71* IIVILZ AND Ol 0 A T
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<br />111INIMUM ALLOWABLE $PAN SCHEDU(F
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