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<br />' .": `T-(SEE SECTION EZ7 k M11RN4ATME IEZIW ON SHEET
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<br />' ! (SEE NOTE 2) W SEE
<br />'.J(N i
<br />i ME 2)
<br />9T• 3/16`4 ALUMINUM
<br />''1P ri1VET # LAST PANEL(3) TO i INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />1/2` O o e O D d o O a o #
<br />I ,. # PROVIDED W/ REAR HANOLE TO FACILITATE BWAL,AT#ON IF INTENDED
<br />TO BE iNSTALLEQ PROM INSIDE OF STRUCTURE.
<br />i
<br />i
<br />AWRYp
<br />: (T). - E-Z HANG STORM PANEL VfSTE.N
<br />(ENQ PANEL), (INTERIOR PANEL) ((INTERIOR PANEL) . ' (INTERIOR PANEL) (END PANEd) � CONS#ST#NG OF -L +'Gast. TRACKS TOP & DDITOM.
<br />SEE NOTES 2. 3, & i j I + .SEE NOTES 2, 3, 4 i f
<br />E y d I I 1 a` (2). M PANELS SHALL. ALW>ti BE CONNECTED TO BOTTOM TRACK
<br />1j} OTHE#ii715E +a Sir. BAR (')) SI+ALL BE = AT TOP OF SUCH
<br />ii
<br />PANEL LENGTH PANELS.
<br />" i j.. * # ". '� * 1 ! '• - i. '.:i.__. i e 4/- 40.0. P.s t.
<br />I I. (a), IF END PANELS ARE. CONNECTED TO BOTTOM TRACK, CONNECTION
<br />w SHALL CONSIST OF 1/4"a-`20x3/4- NS. W/ 7✓6'0x3/32'.. WING
<br />! # 1 S TgD PANEv.'S ts/ 7/40 20x1' ! 1 THUMBSCREW
<br />1 1 OR 7/4'eX3/A' biNn= INTO TAPPED BOTTOM
<br />S.S, iTCtl<75 Yt/0 B EA. OVERLAP TRACK, LO i!ON dSf' FASTENERS MAY BE AT OTHER OF TWO
<br />1 t (SEE SECTIONS As. APPLICABLE) I EXTERIOR FLAT F2ANGES O' ENO PANEL.
<br />_ 1a ! l_. _ ^ L- -1 L3 s
<br />or i , (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO 90770M
<br />_ . ,:�.. ". - m � ! TRAGIC (i:0. A STOP' BAR 4S ONLY USED AT TOPj AT LEAST TWO
<br />PANELS SHA.L BE CONNECTED TO BOTTOM TRACk USING SPECS
<br />a ! INDICATED ON NOTE (3) ASOVE. IN SUCH CASE, CONNECTION OF. J �_LI J Li iJ1L L_I d L ILL,.tJ L' j-,',',J Sj_L1..i,_i PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
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<br />(SEE SECTION E21 & A47EFOATN7E EzIW ON SHEET
<br />EZ,
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<br />TYPICAL ELEVATIQN FOR SESIE5 20QQ E-TEM( )
<br />SCALE; 3/32"=.1"
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<br />•.' '' ;; : 2�Ea7
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<br />SCALE: 3/32'-1" lilj�'vy
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<br />y End � ry FLORIDA BUILDING CODE Non LO h Yeiocl Norttcone Zone)
<br />D. 4416T ': z Flo iurca, eu 24 GAGE GALVANIZED STEEL STORM PANEL 'a
<br />ECOaDi;L08AL PIK?TEGTION PRflDt1CTS, LLG'awe
<br />STATE 4iL.
<br />51 1111M
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<br />.NNnto" WAATERr'A,9
<br />ENGINEERING
<br />we
<br />ENGiNEERiNI3 EXPRE8E0
<br />PRICTDUGT EVALUATION REPORT
<br />September 16, 2020
<br />Appli
<br />cation Number: 17
<br />8591
<br />EX Proi eat Number. 2011543
<br />Product Manufacturer: AR American Shutters an
<br />d Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name & Description: 24ge Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Eva/uatlon:
<br />This Product Evaluation Report is being Issued in accordance with the requirements of the Florida
<br />Department of Business and Professional ReguMon (Fdarlde Willing Commission) Rule Chapter
<br />B1G20-3:005, FA,C., for statewide acceptance per Method 1(d). The product noted above has been
<br />tested and/or evaluated as summarized herein to show, compliance with the Florida Building Code
<br />Seventh Edition (2020) and ds, for the purpose intended, at least Equivalent t to that required by the Code.
<br />Re-evaluation of this product shall be required follov4ng pertinent Florida Building Coda modifications or
<br />revisions.
<br />Substantiating Data:
<br />PRODUCT EVALUATION DOCt1M ENTS
<br />EX drawing #20.31543 ti0ed'24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)", sheets 1-5,
<br />prepared by Engineering Express, signed 8 sealed by Frank Bernardo, P.E. Is an integral part ofthis
<br />Evaluation Report.
<br />4 TEST REPORTS
<br />Uniform stable structural
<br />Wctura performance has been tested in accordance with TAB 202 test standards per rest
<br />Teport(s) #BT-ASG-17-001 by Bltcirwater Testing, ine.
<br />Large ale Impact resistance and cyclic leading performance has been tested In accordance With TAB
<br />201 and TAB 203 tact standards per test report(B) #BT-ASG-17.001 by Btackwater Testing, Inc.
<br />s STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based an
<br />comparative and/or rational analysis to qualify the following design criteria:
<br />1, Maximum Allowable Spans
<br />2, Minimum Allowable Spans
<br />3. Minimum. Glass Separation
<br />4, Anchor Spacing
<br />160 Spat 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM �ENGINEF RINGErrPREBS..ODN
<br />ENGINEERINGEXPRESS,COM
<br />E NGINEERING
<br />f - ` Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowahie stress has been used in the design of this product,
<br />Separation from glazing is not required for )nstaltabcns outside of wind zone 4 and esseldial faciffies,
<br />impact Resistance:
<br />Large Impact Res has De e V previously
<br />Pstanca end demonstrated as evidenced in Lou fisted test. r s iarNi Is
<br />� rope rNa eportt ) y
<br />accounted for in the engineering �desi9n ofthis produc
<br />t.
<br />Wind toad Resistance
<br />Ttds product has been designed to resist wind loads as indicated in the span schedute(a) on the
<br />respective Product Evaluation o Document . engineering drawl
<br />9 � g 119).
<br />Installation
<br />This Product shall be Installed in strict complerve with its respective Product Evaluation Document 0-0.
<br />engineering drawing}; along within components noted therein.
<br />Product components shall be of the material specified in that products respective Product Evaluation
<br />Docomerrt 0-0. armine wing drawing).
<br />Limitations I& Conditions of Use:
<br />Use of this product shall be in shrict accordance with the respective Product Evaluation Document (i.e.
<br />engineering drawing) -as noted herein.
<br />AR supporting host structures shall be designed to resist all superimposed toads and shall be of s material
<br />fisted in this product's respective anchor sL hrta, Host structure conifto ie which arc not accounted for
<br />In this product's respective anchor schedule shall be designed for on a aRe-speodde basis by a registered
<br />professional engineer.
<br />All components which are permanently installed shall beprotected against corrosion, comamins4on, 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 />ItespeDt&r11y,
<br />tK WC ryY
<br />al�ry x
<br />Frank Bennardo, PE
<br />ENGINEERING EtPRESse
<br />#PF0046549 j Cert. Auth. 9885
<br />160 SW 12r" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA33442
<br />(954) 354-0660 i (866) 396-9999
<br />TEAM* ENGINEE RING EXPRESS.COM
<br />ENCINEERINGEXPRESS,COM
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<br />ALL AMERICAN SHUTTERS AND GLASS
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<br />TYPE AS REO Dj (`.+PAN BELOW
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<br />TA5 201. TAS 202 dTAB 803
<br />'>-}GRIM PRC UCTAPPROVAL NUMBER:
<br />PANE LSMAYBENOTGHEDA5REr¢UtREO,
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