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<br />O.I&�FrUMR'IdY * LAST PANEL Q TO BE INSTALLED AT EACH OPENING SHALL ALWAYS 6E
<br />,DI o O c - PROVIDED W! REAL; HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />'{
<br />• • • - 'rp BE INFROM t ODE OF STRUCTURE.
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<br />(COO PANEL) I (INTERIOR PANEL) INTERIOR PANEL) #• ' (INTERIOR PANEL) (FN0 PANEL) 11 C0N51 NG OF PANEL. Cant-. TRACKS TOP & BOTTOM.
<br />SEE NOTES 2, 3, 4 ( SEE NOTES 2, 3, 4 '' TRACK
<br />(2). ENO PAGE STOP ALW 8E CONNE B TO AT
<br />OTHERWISE A STEP BAIT SEWI BE PROVIDED AT TOP OF SUCH
<br />11
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<br />JJ_LL 1J_LLJJILIJJ_LL �JILLJJ�t L1 llli-JJ_L E JJ11{ 1JJ__L _J -,-1 i PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
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<br />SCALE: 3/32-=I"
<br />FLORIDA BUILDING CODE Non 141 h Vililocity Hu cone Zane)
<br />rRfrm. FX
<br />24 -GAGE GALVANIZED STEEL STORY PANEL'
<br />.44167
<br />*' 4 GLOBAL PROTECTION PRODUCTS] LLC. car °
<br />STATED Ii EC t9ee.
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<br />ENGINEERING
<br />Er4GINceRiNG ExPReastO
<br />PR130UCT EVALUATIOP4 REP01tT
<br />Sapta{rlber 16, 2020
<br />ApplIcation Number: 1786g, t - R2
<br />EX Project Numbec 20 315d3
<br />Product Manufacturer' All Amercan Shutters and Glass
<br />ManufactuxerAddress tUDDonnaRoad
<br />West Patin Beach. FL 33409
<br />Product Name & Description: 249a Galvanized Steel Storm Panels
<br />Large Mlisafte Impact Resistant
<br />Scope of Evaluation.
<br />This Product Evaluation Report is being issuedin accordance with the requirementsoftha flo kla
<br />Department of Business and prafa^,slarrel )regulation (Florida Building Commission) Rule Chapter
<br />61 G20-3,005, F.A.C., for statewide acceptance per Method i(d). The product noted above ties beery
<br />tested andlor evaluated as sumlrwdzad herein to show compliance with the Florida Bo Code
<br />Seventh Edition (2020) and is, for thepurpose intended, at least equivalent to that roq t7y the Cade.
<br />Re.evaluatlon of this product shall be required following perhtiont Florida But Iding Coda mod ifte atione or
<br />revisions:
<br />Substantiating Data.
<br />RO���A��ON����S
<br />P
<br />EX drawing #20.31643 filled 124ga Gelvanr[ed Steel Storm Panels (HVHZ & Non-HVHZ)", sheets 1-5.
<br />prepared Dy Engineering Express, signed S sealed by Frank Bernardo, P.E, Is an Integral part ofthis
<br />Evaluation Report.
<br />TEST'REPORTS
<br />Uniform static structural performance has been tested in accordance with TAS 202 test standards per test
<br />taport(s) #ST-ASG-17-004 by Biackwater Testing, Inc.
<br />Large missile impact resistance and eyckc loading performance has been testad In accordance with TAS
<br />201 and TAS 203 tart standards per test report(e) #ST-ASG-17-001 by BiadaVater Testing, inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which ovaloatathe product based on
<br />comparative and/or rational ans" to qualify the following design criteria:
<br />1. Maximum Allowable liparts,
<br />2, Minimum Altiwable Sports
<br />3. Minimum GlossSepara5tln
<br />4. Anchor Spacing
<br />160 SW 1211 AVENUE SUITE 106, DERRFI#LO BEACH, FLORIDA 33442
<br />(954) 354-0661) 1(066) 396-9999
<br />TEAM@EHGINEFRING EXPRESS,COM
<br />ENGINEeAiNGEXPREsS,CON
<br />MAMP ENGINEERING
<br />Page 2 Of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress has been used In the design of Ih(s product.
<br />Separation Irom glazing is not required for installations outside at wind zone 4 and essential taailNes.,
<br />Impact Resistance:
<br />Large, Impact Resistance Has been demonstrated atad as evidenced in prevNuW katad testTaport)s)'.andls
<br />accounted for In the argineenng design of this product.
<br />Wind Load Resistance
<br />This product has been designed to resist wind loads as indicated In the Spoon achedule(s) un the
<br />respective Product Evaluation Document ilm, engineering drawing).
<br />Installation
<br />This product shall be Installed In strict Compliance with its respective Product Evaluation Document (i,e-,
<br />engineering drawfrlg), along with an components noted Ifterehn,
<br />Product compronents shall be of the material specified In that product's respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations & ConoWlons of Use:
<br />Usa orthle product sha0 be in strict accordance with the respective Product Evaluation Document (i.e.
<br />engineering drawing) as noted herein,
<br />All supporting hcat structures snail be designed 10 resist akaupenm�sed Loads silo shah , of a material
<br />gated`lartprodlrGt'srespectiveanchorschedule, HoststruGWxerXlilditioDawflioharenoteGGounladtdr
<br />In this product's respective anchor schedule shall tie designed for an a site-apecific basis by a registered
<br />professional engineer,
<br />All components which are pamlanedtly 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 />RespeL-tlilllg,
<br />a ~
<br />Frank Bennalrdo,PE
<br />EivatNEERING &PRESBV
<br />OPEW46349,I Cert. Auth, 9985
<br />160'SW 121N AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAK@ENGiNEERINGE%PRES`a.CON
<br />ENGINEERINGEXPRESS.LD:N
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<br />DESIGN LOAD & PAN6L FASTENER SPACING TO
<br />IN ALLOWABLE STORM PA SPAN, M E MAXIMUM 15 ALL PANEL
<br />BLE WIT" SPAN. SCHEDULE THAN FOR USE
<br />POSITIVE tAA91S LESS THAN OR EQUAL 70
<br />NEGATIVED t",N 10#05,
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<br />CO N Wd wtTH All S
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<br />GLASS SEPARATION NOTES:
<br />N SCHEDULE WITH POSITIVE N LOAD TO INE
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<br />OPENING TED,
<br />SEPARATION FROM THE POSTING
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<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />A$ (NOTED IN DESIGN
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<br />SHEET NO.
<br />SH 1.5
<br />
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