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<br />i TYPICAL. ELEVATION FOR SERIES 2000 E-Z HANG STQRM PANEL (j) SYSTEM (t) . - I 7 L'r- - � it, 14:APri h Aiti[ HUN
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<br />ENGINEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September IS 2020
<br />Application Number17NO 1 - R2
<br />EX Project Nurnbet 20-31543
<br />Pit I chict Manufacturer All Ansonctain ShWears and Glaosas
<br />asolLnufacrtawr Addiess 1540 Dome Road
<br />West Piston Bosch FL 33409
<br />Product Narns, A, Description 24ga Gowswustwo rA"l Stfxtn Panels
<br />Large fAs&lo Import Fe-iiialarol
<br />Scope of Evaluation:
<br />This PfodW Evaluation Re 1)t)(:,s hitting Issued in accordance with the isequeensenes. of the F Vt dit
<br />Dopsom"wery of ausamm and P otessionsil Regullittv- (Fir , Ja Flookhroij Corrinrissition) Rule Chaplet
<br />6II3,20-3005 F A C , lor staletivide acceptance pei MoI i(a, th- p,oduct noted aboasto has been
<br />I"Ied filvfiiy it. "lowtood AS surnovissized hereon to show cuoilihion. ,� wilt, Ili* Florida BinklIng code
<br />seventh Edilluit I 2020 , otdo. Its the purpose Histerided. at least equiti,11INNI 11, thJ1 'P-�Iii'01 UY 1110 CD68
<br />Rti-evoluation of IIIII, pit ,j,i,f su,Nml be requoOod followeig portinsent Flosoodo Buokling Ccdot fi-14scTIP-Pi, ,,,
<br />roonsions,
<br />Substantiating Data:
<br />. ATI
<br />EX diawing 4120-31543IIIP,j 24ga Golvanuzzaad SYNI fitwfoo,otst-5
<br />prepared bvEngmeef,ngExwv,%stl3ood&sealed bvFrank SenrmKdo PF r;anP,,I,--o4,i;,i,I,Ifthis
<br />Evaluation Report
<br />. TEST REPORTS
<br />L)rVfw:Tf %tmhc Structural performance has been togawl in "cutuance with TAS 202 fast standards ow 11
<br />festoon sf ORT-ASsi Or Stasockomaw Tesbrig Inc
<br />LOW tornowleenpact,ei,stance and cycle loading perfournance he, h-w feslood in ocemance with TAS
<br />201 NW TAS 203 test standards per test ieport(t) OBT-ASG- T7-001 by 84viewalvi Testing Int:
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural svmjlnrerin;I r its, uhoofis have Dean prepared Which evalwale the pfod.isI haT.Mic on
<br />Comparative Molitor lair mar afralsairs to ilijakfil, the following design critanso
<br />I fellooluniunt Allowable Spans
<br />2 Nlernorturn Alii-oth, S4,ifo,
<br />1 fillifffisom Glaws separaloor,
<br />4 A.chot SoMooti
<br />ifin Sw 12- AveNut SuiTt to(,, Dtwirto Blacm, FLORIDA 33447_
<br />(954)354.0660 1 (866) 396-9999
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<br />-Nil toirowrwan shuiltim and Glass - 24ga (lik ionwvd Ni,,el ',I,,iNi Patrick
<br />No 13% incrersoin alloodUe alress has been used Inthe design or this pro-W, I
<br />separation from qw,tqts not requoistil for srostallsillorm, outside at wood rotiki 4.oii,j es"olsw faclilituits
<br />Impact Resistance:
<br />Large lrnpei Resisinocir has been don,unislTsittOd as evidenced In proviciarialit, itilled tool opad(s1. artaPT;
<br />accounted For in the itioVne"rig devgn of Itim, ploducil
<br />Wind Load Resistance
<br />This product has been assigned to resist wind Ir"i, as indicated Mo the spar, schedioeis) on the
<br />respective Product Ever ah(,(, Docontent (I a engineering doinv)ng)
<br />Installation
<br />TINE, VoCturl shag be mustaltied trostarl cornphance with as respective Product EvF0uEI DoceresI. M I. 4
<br />en ginewing ,It AvAng). along with as coroporitinn; noted thus;,ses
<br />Product conoposmorwis shall be of the oWenal SpecAtA,rN lh4l product's respective Product Evalumhoo,
<br />Doctufford (i.a e,NqnekNonQ drativing),
<br />Limitations 9 Conditions of Use.,
<br />Unte of (his j-duct shag be on Fund ric.:-lance siseth the respective Product Evaluation D-owerul ji,'
<br />engetoossitingdrehosmov) " noted hereto
<br />A41 Supporting host shuduras shall be Tlfisiqt",J Is, toinissid *it sL4*dlr4"od W(K and Sluilf UP of a onalsival
<br />ggdod lot this product-s usopectoove anchor sr,hoolutit Hoottsinicloa, cand1honsvothicii are not accounted to,
<br />in This product s o,.iwlve an*hDo, schedule shall be dirsigntici lot our a ante -specific Oasts by if itogisleied
<br />ptolmolonef wigonsite,
<br />All cornpicirsents which ate pern,artenihi Installed Shea be protected agiiI -tiosors, ronnortwooloors and
<br />cOM., such flAnNa" at all firries
<br />This W&I hin been designed for use wah-ii inI ,.oj,Rsaa the High Volocitt, Hirincane Zone 4HVHZ)
<br />ResirwifulK
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<br />AwITF0046549 I Cen A,illi 4%h-
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<br />I . 6U SW 12" AWEliuf SUITE 106, DIIIA-TELI) DeActs, FLORIDA 3 1447
<br />(954) 354-0660 1 1866', 396-9999
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<br />1 INSTALLATION ARE ONLY VALID FOR NAX A1.G DE51GN 1 SUIAI.L BE 2'-6'
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<br />%RCSSURIL RAING -/- 40.0 poif AND 8'-O" M`UK I
<br />PANEL LEKTi, -
<br />2. FOR NEW WOOD FRAME CONSIRLIC"ON WOCO
<br />4EMBERS TO BE SOUTHERN PINE No 2, W1 SPECIFIC
<br />� 00r)' OF 0 55 OR EQUAL
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<br />? Nl(). 441131 1. i em. "N'tC0. - 24 GAGE GALVAN17i STEEL STORM PAWL - . ; A, %I I :,�, or.
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<br />1, ALL AMERICAN SHUTTERS AND GLASS . i
<br />II 24ga GAI VANIZED sTEEI. STORM PANELS CHVHZ & NON- HVHZ) I
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<br />— WIDTH "NUMIIII
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<br />TOP KAXNT (CONIN,
<br />TYPt 1,': RfQ C) SECn I
<br />I. `20 STITCH
<br />- � - IIA$WIT" WA
<br />YWIN
<br />NUtSFASTME110
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<br />"C"''I"" rl-'\TYPICAL VERIICAL MOUNT ELEVATION
<br />� "' EUINA17 IN
<br />100 M0.1,
<br />(COMIN 1 ) i U L"Na.
<br />Af- KEQ-0 (SPAN ABOVE
<br />- I \. ----------I - -ces-rRucTwA �
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<br />TYPE AS Of,Q'D) \ � (SPAN t - "Am 5ELQW0 I
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<br />I 311 NOTr"fO As REW14wal Ovi lcot ..'o ST! ( H
<br />IQO`, a. D 1r 14A 17CINNETTTICNIS AND BOLTS IVITH TNASMApy)
<br />AW,HLfi ARI, 1.1�140 NII; ,I'M ,AflqFV WINGIRUTS, FASTENED 0
<br />SPANS ABOVE & HLOQI C%IRINZ I ireOVERIUNPq 0 PTIDSMAN (1.151,
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<br />VERTICAL MOUNT ELEVATION
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