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<br />SEE NOTE 4
<br />3' 1, MIT,.-
<br />FRDTE 3 ' 1' LRn.
<br />iSEE SECTION E21 h AL'dONA'tIVE ER,W GN SHEET 1N).'-__„-_.:__
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<br />ENGINEERING
<br />E11401NEERINO EXPRE£380
<br />PRODUCT EVALUIITiTlN RF-PORT
<br />September tS, 202tk
<br />RCatOIYNu r: Tnbe - 92,
<br />EX Prbaeottdurttlier„ : 2D`31543
<br />Product ile"111 111". .AIL AaaarYcah StruReisand Glass
<br />ManutactLuarAddress.: 1540 Donna Road
<br />West Palm Bosch, FL 33409
<br />Product Name E Desorption; 249a Galvanized Steel Storm PaneN
<br />Large Mlaafte Impact Resistant
<br />Scope of Elraluation:
<br />This Product Evaluation Reports being issued in accorderrca with the requ)remmnb of Are Florida
<br />td of Business an PrNarsiona R atlon a Building C e r
<br />Departure d I egut (FbSd li tdi Commission) Rule Chapter
<br />81 G211 "S, F.A C_, Tor statewide acceptance Per Method 1(r). The product noted above has been
<br />tested and/or evaluated assurnimertzed herein to shave compliance, with the FNNids Buik!€r0 Cade
<br />Seventh Ecttic (Z020) and fa. for he purpose InterWird, at least equivalent 4r that required by the 'Co de,
<br />Re eualualion of t>Ea Viaduct shait'ba required following Pertinent Florida $Wkting Coda modiffoultohs at
<br />revlalons.
<br />Substantiating Data:
<br />PRODUCT NALUAM,ON 0000NEtrrrss
<br />EX drawing dl2031t6atitled 24ga daNaurced Steel Storm Panels OWHZ $ Narw"Z)., sheals 1-6,
<br />prepared by Enghleeft Express, signed & sealed by Frank Behnardo, P�E.'1s an Integral part of tits
<br />EvaluWon Report
<br />TEST,REPORTS
<br />Utntorm static ■,�T1?W0performance has been tested in ac'oorden�vInI TAS 202 test standards per test
<br />mpD w LtIBT-ASG.Yt-001 by lilackwMer Testing, Ina
<br />Large missile impact resistance and cyclic Ong performance has been tested In accordance with TAS
<br />201 and TAS 203 test standards pertest report(s) NBT•ASG-i 7-004 by Biad;wB ar Testing•'Inc.
<br />STRUCTURAL 001YEERLNG CALCULATIONS
<br />Structural engrrreeft Calculatias have boon prepared wWM evaluate the producirboad an
<br />comparative and/or tational'anaysta to quality the following 4051[th Cdladha
<br />1. Mulmuh, Aliowabre spans
<br />2. MintmomAtlawable$car*
<br />3. Minimum Glass Separation
<br />4- AncDorapadri
<br />160SW 1211 AVENUE SUiTE 186, DEERFIfiD 9EAC41 FLORIDA 3344.2
<br />(954) 354-0660 1 (866) 396-9990
<br />TEAK @EMatNsvRLNGEIiPRESs,CGN
<br />ENGINU AI NG E %PR ESS•. coM
<br />LAST PANFLO TO BE INSTALLED At EACH OPENING SHALL ALWAYS tat
<br />PROVIDED wlj NEAR HANDLE TO FACILITATE *srM1ATKIN it INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES :.
<br />(1). E'-Z HANG STORM PANEL SYSTEM
<br />N NG OF P f C"L lR'AGKS TOP Rr BOTTOM.
<br />(2)• END PANELS St#ACt, ALWJ+a�S 9E CONNECTED TO 9gTtgAi TRACK
<br />OTMf.7tM 9 A ST4}, aAR SHALL BE PROVIDED AT TOP OF SUCH
<br />PANELS..
<br />(3). if END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECEDT.
<br />SKI" DONtSIST OF 1/4"If-200/4° M,S, W/ ve-OXV3z" WING
<br />NO.R tANs/$'Min, THUMBSCREW INTO TAPPED BOTTOM
<br />r`ASi'ENERS Ml1Y BE AT ETCHER OF TWO
<br />EXTERIOR FLAT FLANGES Of END PANEL.
<br />(4), 7N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (LE. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPEC$
<br />LNOICATEO ON NOTE (3) ABOVE_ IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOMTRACKMAY OCCUR AT ANY PANEL LOCA'TLOti.
<br />t INSTALLATIONS ONLY V.AUD FOR RIND
<br />SPEED UP TO 170 m,PA.
<br />ENGiNEERINGI
<br />Nip 2 d2
<br />All American Shuttur's and Glass — 24ga Galvanized Steel Storm Panels
<br />No 33% increase In allowable. strYms has been used In the design at this product,
<br />Separation from glazing Is not required totlrstallaillh,s ouhiida of wind zone 4 and'esslultal fadlNes,
<br />Impact Resistance:
<br />e l R"Is as been demonstrated mde c Ir oust Cede a ` s
<br />Large mpact tancs h n 11TOn Arad ea a nod 1 previously its test �, and i.
<br />accouMajt f ar in the engineering desio: of this product,
<br />Wind Load Resistance
<br />This prodduct has teen designedto resist wind bads as Indicated In the span schadMa(a) on the
<br />respective Product Evaluation Document (Le, arlglneedutg drawing),
<br />Installation
<br />This product shall be instal€ed in stdat complanceWlh its respective Product Evaluation Document ft
<br />womeang drawing)' along with all components noted-therain.
<br />Product components shall be of the material specified in that product's respective Product EvaWation
<br />Document (1.e. engineering drawing).
<br />Limitations & Conditions of Use.
<br />Use, otlhfe, product shall be M strict accordance W the respective Product Evaluaton;Documantti:e-
<br />anoneedhg drawing) as noted herein,
<br />Ail supporting host structures shalt tie designed to raslat all superimposed loads and shall: be of a,material
<br />tlBtad in this product's respective aneharacladuia, Hovietrychum Conditions which are not accounted far
<br />in this product's respective anchor schedule shall be designed for an asita-specific true by a registered
<br />professional engioeer.
<br />Al components Which are permanency Installed shall be protected against corrosion. comam€nation; and
<br />other such damage at aRtnoea,
<br />This product has been designed for use within anti outside the Koh Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />-� 9rYk'f4
<br />i
<br />ear +a
<br />Frank 13crmudo, PE
<br />ENGINEERING &PRESSO'
<br />aP G45 441 Carl, Atab. 98$5
<br />160 SW 12- AVENUE SUTYE 106, DEERFIELD BEACH, FLORTDA. 3344.2
<br />(954) 354-0660 1 (866) 396-9999
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<br />MIN, PANEL 7ENGnI
<br />i. ARE ONLY VAUD FOR MAX. A,S,G. DESIGN SHALL BE 2`-6'
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<br />FLORIDA BUILDING CW (/ton ft Velocity HurrlCOne
<br />14 SAGE GALVAMi0 STEED. STORM PANEL
<br />Zone
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<br />INWAL.LATION
<br />PRESSURE RATING i/- 40.0 p.s.f. AND B`-O` MAX
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />FOEMB7725 TO BE SOUTHERN PINE No 1, W/ SPECIFIC
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<br />[24ga
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<br />VEkTICAL MOUNT
<br />ALLOWABLE EL SPAN & GLAtS LLC LE PANEL, PR S
<br />SEPARATION SCHEDULE:
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