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
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<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
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<br />I I USING SPECS
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<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.
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<br />t' i6n. AYE 3 ��J�
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<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
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<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
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