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<br />EZI/18,
<br />EZ1 W/18
<br />TYPICAL ELEVATION FOR SERIES ZDOO E-Z HANG STORM PANEL 1_SYSTEM M
<br />SCALE: 3;"32'% 1'
<br />76a)'(4vt O�Ts_� .+' sue. 4A+'
<br />_, ,W� �_T!LIY)
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<br />'T.urALE 3 j' 3. ".., v ^ wLF Ii, '�I(( r,A//
<br />�`'v-1�. BEN •. ✓9 /'�� FLORIDA 8U1t.,£NNG Cti}(JE Non Nr n Velocity iiurFlcane Zone)
<br />z _sox """' T' 11I GAGE GALVANIZED STE£( STORM PANEL M.''
<br />- 44161
<br />*. ,*._
<br />III- * - IL EC O t/Pc GLOBAL PROTECTION PRODUCTS, LLC. s>/n/Ic3`
<br />? t•.. STATED , �rz
<br />1S -. i,()R10�', I. -I� '�,[[sTwD a [w s o>v � •-r.31.
<br />/'.; �� •... I-.4t :,s11.1- • PaPRa[NMI.'e1-76.i. Ar (_Aw-61s^ 20-175
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<br />ENGINEEP4NG
<br />ENGINEERIN3 EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />Septembef 15.2020
<br />Application Nurdser: 17E09;1 - R2
<br />EX Project Nurnber 20.31543
<br />Product Manufacturer: All AlNdcan Shutters and Ghat
<br />Manufacturer Address: 1540 Donna Road
<br />Vvest Palm !leach, FL 33402
<br />Product Narn a d, Description- 24ga Galvanized Steel Storm Panels
<br />Largo CasTdfa Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the negukemenAs of IN Fonda
<br />DoWn wd of Business and Professiorwl Regulation (Honda Building Convirms on) Rule Chapter
<br />81G20-3•005. F.A.C., far staleYatle acceptance par Method 1(d). The product noted above has been
<br />tasted andlon avalualed as surmnarized herein to show compliance With Me Florida Building Code
<br />Sevetnh Edition (2020) and is. for the purpose intended. at feed equivalent to INS required by the Cods
<br />R on of U product shelf be required Following Flonds Bull' Corte nsotiBcation s or
<br />a•wvaluaa s pit lifii IMp rig parBnera rig
<br />reveals.
<br />Substantiating Data:
<br />FX drawn I/20-31543 titled '24ga GaNan ted Steel Slam Palms OWHZ 6 twn44VHZ) sheets 1-5,
<br />prepared by Engineering Express. signed 6 sealed by Frank liana ldo. P.E. Is an integral part of this
<br />Evaluation Report.
<br />• TEST REP ttBT R@C4RC4
<br />Uniform stage structural performance has been tested in accordance with TAS 202 test slaEKiards per W I
<br />roport(s) SST•ASG.17.001 by Btackwater TesWV. Irw
<br />Large rnxsaib impact resistance and cycac Wedging perbrnrrrce hay been tested in accordance Wt11 TAS
<br />201 and TAS 203 toot standards Pe+ test rapot(s) S87•ASG•17-001 by Biackwater Testing, W,
<br />. STRUCTURAL ENGINEERMO CALCULATFWIS
<br />Structural engineering calculations have been prepared which eralurte the product based on
<br />rAmparatfve andibe regional analy to "My the fol olio g design ctfiom
<br />1, Maoowm AkwableSpans
<br />2. MinlrrgNm Allowable Spam
<br />3. Minimum Glass Soparsifirars
<br />4, Anchor Spacing
<br />160 SW 12'" ANtNut SUITE 106, DEERFIELD BEACH, FICRIDA 33442
<br />(954) 354-D660 1(866) 396.9999
<br />T€AM#EMGINfERtNGExPRISS.COM
<br />EHGlNEERINGExPRESS.CON
<br />ENCGIrJEEF'ING
<br />Page 2 of'_
<br />All American Shutters and Glass - 24ga Galyanizcd Steel Stlmn Panch
<br />No 33% incTons, in allowable straw has been used in IN down of this product
<br />Seporaion from glazing is not requred for in oWW ons outside of wind zone 4 and essential facilities
<br />impact Resistance:
<br />Large Impact Resistalnca has bean dsnionslntsid as evidenced In p leysauely listed test report(s), and is
<br />accounted for in fN angineanrg design of this product
<br />4Yind Load Resistance
<br />h- n designed gW wind I d edub he
<br />This product as been to resat beds as indicated She span sari (5) on (
<br />respective Product Evaluation Doc rnsurd Ci e. engineering droving)
<br />Installation
<br />Ths product shah be installed in stid couroance with its nespoctive Product Evaluation Document (i e
<br />ergineering Ift"MIg), Along with as components noted Mersin
<br />Product cornpon ants shag be of fhe mdsdal specified in that product's respective Product Evaluation
<br />Docurent (i.EP enginaenng drawing).
<br />Limitations 6 Conditions of Use:
<br />the of this product shag be in Blind accordance with the respectve Product Evaluation Document (I lo.
<br />engineering Mil - draw as noted herein,
<br />At supporting hoof StruOkire3 stop be designed to resist all sup'Mnmposed loa114 and shag be of a motional
<br />listed in this products iespecture, anchor schedule (Host structure conditions which afe not accounted for
<br />in ties Products respectiv
<br />e anchor schedule SEVEN be designed for on a sde4pea8c bases by a registered
<br />Professional onginear
<br />AN components Which are en imaged shag be osticlud aunt corrosion. contansnadan. and
<br />port PPHnT e+nA' Pr �
<br />other SUKN damage at all hirses.
<br />This DEC" has been designed for use wilhin and outside the High Vbloeft Hurricane Zone (HVHZ).
<br />Resivc6lly,
<br />Rs -�
<br />- Srail0.,,.-
<br />Frank Bennardo, PE
<br />ENGINEER#dG EXPRESS*'
<br />OF04 46:54+9 i. Cen Auth 9885
<br />150 SW 12" AvERut SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />Tf AAsOFNGINEEAlNGExPA[SS.COM
<br />ENGINEFRIHGExFRE5S.co-
<br />7____ - ________,_E-Z
<br />INSTALLATION-DETAILS
<br />FOR
<br />SERIES 2000
<br />HANG STORM PANEL
<br />--___,__.____,�� m„__
<br />__�
<br />INTO POURED CONCRETE.
<br />CONCRETE
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<br />Zone'
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<br />�r ALL AMERICAN SHUTTERS AND GLASS
<br />124ga GALVANIZED STEEL STORM PANELS (HVHZ & NOWHVHZ/
<br />WIDTH UNLIMITED
<br />(PEAP, TO PANE. SPAM)
<br />TIP NCxMTr (COHN I ,,
<br />TYPE AS REQ'D
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<br />eOTT]M MOUNT (0]ra•N LrNN;
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<br />OBSTRUCTION;
<br />PANELS. MAY BE NOTCHED AS REQUIRED, OFRONAL 41•20 STITCH
<br />PR IVIDED THAT CONNECTIONS AND BOLTS WITH WASMERED
<br />ANCHORS ARE USED WHIOH'rA€3 $FY WI CANTS FASTENED
<br />SPANS ABOVE StBELOW OBfrTRi)CT1CaI. cAMM<>PS 0 "OSPAN NSE
<br />�APtRrJERIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
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<br />DESIGN NOTES: I ScrIFuLEs
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<br />POSITIVE IWO NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH FNi5 SYSTEM SMALL BE DETERMINED PER
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<br />SEPARATE ENGINEERING IN ACCORCIIAfICE'NITH THE
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<br />SEVENTH EDi)l04 1014) P0R LSE INSIDE AND OrPTStDE OF THE NVH2. PER
<br />TA6201 202 AND log7Esr PROTOCOLS CONTRACTOR SMALL IMVESTXATE
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<br />COWORMT A W AM N WHICHmy AMID CE LL LfXAL OOO AS
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<br />CE.IGN OF SYSTEM:
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<br />SUPERSTRUCTURE THISORI DESIGN IS USED SHALL, BE
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<br />INC.. L ANY APPLICABLE FEDERAL, STATE, ANIVOR LOCAL CODES,
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<br />STRUCTPWILQUKfr-r
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<br />e STORM MMCLS SMPIL CONEDNM M ASM mA3
<br />'k. 6eD GALVAr11110 COATING WTTH A NINTM UM AT.45,1 KSI.
<br />tit
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