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<br />ALLAaNUu
<br />I-- POR iM+Er *LAST PANEL(]) i0 BE INSTALLED AT FACN OPENING SHALL ALWAYS BE
<br />PRGVIDED W/ REAR MANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />�. TO 6E INSTALLED En FROM INSIDE OF STRUCTURE.
<br />I
<br />I
<br />AT 2
<br />( 4 3!
<br />t NOTES
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<br />r •Tt-t--r-r--1-T ^-r_T--•q--r-- qF 0). DEFINmON [1F SERIES 7000: E-2 HANG STORM PANEL SYSTEM
<br />Ti T CONSISTING OF PANEL Coat TRACKS 70P BOTTOM.
<br />(END PANEL) (INTERIOR PANEL) (INTENxJR Pi+AIEL} (iM1R'ERWR PANEL) (END RANEE) de 8. iiOM
<br />SEE NOTES 2, 31, 4 ( tp +i }j ( SEE NOTES 2, S. 4 (2). END PANELS SHALL. ALIM S BE CONNECTED TO BOTTOM TRACK
<br />t t OTHEgWISE A SY{{2p BAR (7 SHAiL BE FROWDEQ AT Tt?p DP' SUCH
<br />lf( I d( I
<br />PANEL LENGm PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BORDM TRACK. CONNECTION
<br />,_ I SMALL, CONSIST OF 1/4 is20s3/4 MS, W/ 7/5"iX3/32' WING
<br />I. "/#e-20.t'
<br />I I TED PANELS W/ NUT OR 'F /4"9!z3ji" Mln< THUMBSCREW INTOTAPPED BOTTOM
<br />j( { SS. BOLTS W a 1'#. tn"�TR:#P ,,. TRAM. LOCATION DF FASTENERS MAY BE AT OTHER OF TWO
<br />A-i ) ! EXTERIOR FLAT FLANGES OF END PANEL
<br />X+
<br />OF 2 IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />_ -•...f - _ - - -`"
<br />1• - - - -�- -7- '� - - -- - - - - TRACK (r.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />< PANELS SHALL 8E CONNECTED TO BOTTOM TRACK USING SPECS
<br />I INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />J_L�L J �_L1 9J1ilJJ_L� �IJJLLJ L1J1L1JJ_LL_j r-,L 111J _ J PANELS TO H4ttOM TRACK WAY OCCUR AT ANY PANEL LOCARON'
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<br />3. SEE NOTE 4 {! 3" Mae'.
<br />I' IA.. SEE f• t INSTALLATIONS ONLY VAUD FOR WIND
<br />3 „fj'}W/(�j 'F9pTE 3
<br />:✓ �..7 SPEED UP TO 170
<br />;x ANCHORS mph,
<br />(SEE SL',CI'ION EZI & ALTERNATIVE E21W AN SHEET
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<br />SCALE: 3/32r-I'
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<br />Zone
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<br />24 GAGE 6ALVANU D STEELSTORM PANELrxVAIV
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<br />11 L 1 E C O t Ese . GLOBAL PROTECTION PRODUCTS, LLC, " 'zoo ,
<br />r' D wa.'S,'L 3Us11..�20�175
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<br />ENGINEERING
<br />CWHNEERINc9 EXPREl3;i3�
<br />PRODUCT EVALUATION REPORT
<br />September tS:2020
<br />Application Number: 13 9.i - R2
<br />) ect No ITdue I)- 154 EX Pro r 2 3 3 Product Manufaotufen Afi Amondan Shuttom and Glass
<br />MarolacalrerAddress t540 Donna Road
<br />West Palm
<br />Reach, FL 33409
<br />Product Name 8 Description: 24ga Galvanized Steer Storm Panels
<br />Large Wage Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with this tequ)rements ofihe Florida
<br />Deperinsu t of Business and Professional: Regulation. (Florida Building CDnlmfssion) Rule Chapter
<br />61 G2D-9.005, F.A.C., for statewide aresplance per Method I id). The product noted above has been
<br />tested andlor evaluated as summarized herein to show compliance with the Florida Budding Code
<br />seventhEdrtlan 2020 f and is; o the a Intended, at feast ( ) purpose aqukalelll to thatregNnred by the Cdde.
<br />Rd -evaluation of this produelaball be required following partin®M Florida Building Code moll6caffons or
<br />revisions.
<br />Suibstaingating Deft:
<br />rue..' r 1a
<br />+ PRflF3tJG'iJ3VAL__"TIDND4.,L_EiN?S
<br />EX drawing tl2"1643 filed 149a Galvanized Sleet Storm Panels (HVHZ 3 Non.IiVl , sheets 1-5,
<br />Prepared by Engineering Express, signed 3 sealed by Frank Bennardo. PE, 1. an integral part cf fliks
<br />Evaluation Report
<br />T ST REPORTS
<br />Uniform static sbucturai peAermmnce has been tested in accordance with TAS YD2 test standards Pat test
<br />reports) 86T-ASG-17-0D1 by dLnckwater Testing, Inc.
<br />Large missile Impact resistance and cyclic loading periomsnoe has been tested In accordance with TAS
<br />201 and TAS 203 test standards per test report(s) #ST-ASG-17-001 by Slackwater Testing. inc.
<br />+ STRUCTURAL !NGINEERINGCALCULATIONS
<br />Structural engineering calculators have been prepared Which evaluate the producthrased.on
<br />comparative andfcr rational analysis to qualify the fallowing design onetim
<br />1_ Magnum Allowable Spans
<br />2. fignih n ign Allowable $Parts
<br />8. Minimum Glass Sapsration
<br />4_ Anchor Spacing
<br />160 :SW 121" AVENUE SUITE 186, DEERFIELD BEACH, FLDRtoA 334412
<br />(954) 354-0666 1(466) 39.6-9999
<br />TEANOENGINEFRI NGEXPRESS.Com
<br />ENGINEERING EXPRESS, CDH
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24gs Galvanized Steel Storm Panels
<br />No 33%increase In allowable stress has been used In the deeign of this -product -
<br />Separation from gloOrW Is not requited for Installations outside of wind zone 4 and assennal fadlgies,
<br />Impact Resistance:
<br />I ct Resists ce has been demonstrated evidenced
<br />Large untie n as 4n previously listed fast repod(s), and is
<br />accounted for In the engineering design of this product.
<br />W lid Load Resistance
<br />This product has been designed to resist wind loads as indicated In the span schedule(s) on the
<br />respective Product Evaluation Document 0 a. engineering drewing).
<br />107E Mliat/on
<br />This product shall be installed in strict complance with its respective Product Evaluation Document(I,e:
<br />engineering drawing). along With all components noted therein,
<br />Product components shall be of the material specified In that product's respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations & Conditions of Use.
<br />Use of inns product shag be instriet accordance With the respective Product Evaluation Document (Le,
<br />engineering drawing) as noted herein
<br />An supporting host structures shall be designed to rest all superimposed foods and shag be of a material
<br />listed in this produces respective anchor schedule. H atrLrdtlre conditions which are not accounted for
<br />In this product's respective anchor schedule shall be designed for on a sita-specific tests by a; registered
<br />professional engineer.
<br />All components whichare permanently yInstalledslall be protected against corrosion, contalMnolion, and
<br />other such damage at an times,
<br />This product hoe been designed for use wOn and outside the High Velocity Hurricane Zone (HVH2).
<br />RespLK: Wly.
<br />aG =
<br />Frank 8ennardo, PE
<br />ENGINEERING&PRESSO,
<br />ORE00465d9ICoil Aush.9885
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA. 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEA#@ ENGINE FRiNGEXPRESS. CON
<br />ENGINEERINGEXPRESS,COM
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<br />NOTESI
<br />1. INSTALLATION ARE ONLY VAUD FOR INS. AS D. DESIGN
<br />MIN. PANEL LENGTH
<br />SMALL HE 2' -1.
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<br />.' ": is a
<br />FLORIDA BUILDING CODE on High Velocity Hu no Zone)
<br />+ . wc. rr.
<br />24 GAGE GALYANIZEO STEEL SIORIi PANEL CRON sr:
<br />PRESSURE RATING +/- 40.0 p,Cf. AND 6'-O' MAX
<br />PANEL LEN07N,';3t'°.
<br />s STATE ..
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<br />DESIGN PRESSURES: 19
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<br />a. - LOAt} NSHUTTER ANq SELECTSPAN GRI;•4TER TNFkN'OR EQUALTOSHUTMeR.SPA1v,SE1., 7 _
<br />2, �''. s,.r� _�T� m +-�w,r,E `` $P�h SCHEDULES ACCEPTABLE FOR USE WITH ADAMIT �! � .. W
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<br />r eeraH+xw Reom .. ,. �� INT 4710N BETWEEN LOADS -ISACCEPTABLE, OTFIOMSE UW NEXT HIGHER (CA" AS •�• FRAMING), WODO ST40�IALL BE o{kJFFiFRN•P}N€"G.�O S5 oRK;.REATER DEN@Pt'F, W145IXLE�£1
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