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<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1) SYSTEM (t)
<br />IN. GAP
<br />ENGINEERING
<br />ENRi1NEER11Nlha EXPREI!®®
<br />PRODUCT EVALUATION REPORT
<br />Soptember15.2020
<br />Apploallon S 17819.1 - R2
<br />EX Project Number. 2031543
<br />Produd Monubotabn M Amerman BhdNKsand GW"
<br />ManubafuarAddress: 1540 Goner Road
<br />YWd Palm Boach, PL 334M
<br />Product Name a Dosedptlan: 24ga Galvanized 8tad Storm Panels
<br />Law Mbgb IV"d Resistant
<br />Scope of Evalus0m:
<br />This Product EvaBstlsn l4 W is b ft Mured In accordance With Mo roqukemenb of BIe Florida
<br />Department of Bwlnoas and Plolealanel Regulation (FbWE flullft CNW49t101,) Rule Chapter
<br />BTG20 1.006, F,A,C., Ibr etateride acooplana per Mo01cd 1(d). The product noted above his; hoer
<br />NEted ardlor wakwbd as aanRnMtred horefrt to show comgana! WMh Me Florida BOd" Coto
<br />Bevemh EdRIEn (202W and b, faF 1M pinpese interMed, at beat pWvabnt te thNK tsglII bF the Cods.
<br />Ro•aveluallon of Mb product shall be required follovAng paronant FWMa BLANI10 Code modNcego rs, or
<br />RlVlowd.
<br />5ubanhn J79 am.
<br />PRODUCT EMLUAIM DOCUMENTS
<br />Eat draWing 020 3150 Ideal 124ga GaNanuad Steel SO = Panels (HVHZ 6 Non h6AtZ)", she"14,
<br />prepMed by Engineering EKpsa, eipned 6 sasled by Frank Bernardo, P.E. Is an Miegral part of Mls
<br />Evoks" n Report.
<br />W"m sbgo structural perlwas nce has boon tested In occordsnoe NAM TAB 202 test standards pat test
<br />bport(s) SBT.A30•17.001 by BMdwshir Tooting, Inc,
<br />Large missile Impact stater" and Cyclic wading psrfoTmance fan lssn bsbd In ecoordanceoft TAB
<br />201 and TAB 203 tent standards per bet report) MBT•A8G-17-001 by BbclaNstat Ta6ng, Inc.
<br />81rueblsl on{pnsareg colon allaq havo been prepared WhkN awitste Me Product based an
<br />oortpasBve "or re0onsl anolyab to gway 0a 1MbWIng door oMeAs:
<br />1. Maelnum Allowable Spens
<br />2. Minimum AllaWabia Spats
<br />3. Wilmarn Glass Soperedon
<br />4. Ano var Spsdng
<br />140 SW 1.211 Avawus SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1(956) 396-9999
<br />TEAN� ENa1N@ER1 MDERPRl6S, CON
<br />EMatREERtNEEKPa9aa.tgM
<br />Is LAST PANEL TO 6E INSTALLED AT EACH OPENING SHAI I. ALWAYS 6E
<br />PROVIDED W REAR WWOLE TO FAGLJTATE INSTALLATION F WTE'N�D
<br />II INST FROM INSIDE OF STRUCTURE.
<br />N:
<br />(1). wm2ccol E-2 HANG FORM PANEL SYSTEM
<br />CON c of %w ANEI + Cont. TRACKS TOP a BOTrom
<br />(2). ENO PANELS SMALL ALW,1Ny8 9E CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR ®SMALL 6E PRONGED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SHALL CONSIST OF 1/4'P-20.3/4- M.S. W/ 7/8"00/32' WING
<br />NUT OR 1/4•0.3/4• Mil. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY 8E AT Em4ER OF TWO
<br />EXTERIOR MT FLMSCES OF DO PAWL
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO 90TTOM
<br />TRACK (is. A STOP BAR 15 ONLY USED AT TOP) AT LEAST TWD
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE S() ABOVE. IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK WY OCCUR AT ANY PANEL LACATION.
<br />t INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 rn,P•h.
<br />ENCiINEE RING
<br />PW2of2
<br />All American Shuttcm and Glen - 24Ba Galvanized Sted Storm Pands
<br />No 33% fncrows In sN oWabfe sum has bean wed to the dospn of Mb product
<br />Separallom Rom gfaling is not terpared for Wolelmiom OUk*W Of wind tons 4 and assmtbl (soiNMls,
<br />IMPINd RISSISMnee:
<br />IaTW Impact Rsalsit nce hes been demonsbabd so Evidenced In prwiou* Noted brepod(s), and Is
<br />saoouded for In 0a oNineedng deep of this pro".
<br />WNnd toad Res/sbnce
<br />This product has boon deelyLed to to" Wind loads no Indicated in the span schodulet,L) on the
<br />respoollve Product Evoluallm Document O.e. seglrleerlrlp drawing).
<br />Inswisdon
<br />TNe product OWN be Installed in Mod Compisrww With fts respective Product EV k"w 0000 M 0,10.
<br />nplNts" drowiro. a" with BE components noted V ereln.
<br />Product components IEW be of BAs mstadsl speENed In (hit pMduoYe respective Product EvNua9on
<br />Document (I.e. oNgin on g drewing).
<br />Ummoons & Concodons of the:
<br />Ua of Htie product shad be In attlot accordance IWO ra roopecive Product Evaluation Docurnsrd 0.e.
<br />englneorkp dnWleg) as noted herein
<br />AB supporting host snuckm oW be dalpned to ralst ate superimposed bads End shah be of a mMedal
<br />NEW In 1tNs product's rospoefto stldlor schedule, tfost 0t o ure aondidora which we not aeeastled lot
<br />in this product's respective anchor stiadub shall be designed for on a sfb•apedlic barb by a agislarod
<br />proleadoreal grouter.
<br />AN Ogn14 onat l e W" as parmarea y (nHREed shod be protested s(plNt a rmaslon, comemin"On, and
<br />of err okictl damoge st aS times,
<br />TNs product has been deapned ter we wOk End outside Me High Voloohy H inticarm Zone 0 df%
<br />Res;lwfliilly,
<br />'� ter wit
<br />pRM
<br />Let . ,r�rIN,AA,• 4� .
<br />Frank Bennar'do, PE
<br />ENEwaERWCi 1&ME00
<br />0000465491 Can. Auth. 9SS3
<br />260 SW 12" AvEN'eE SUITE 106, 13e61flELD BEACH, FLORtOA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEANSPEMgiNaERIMdERPRl BS,COM
<br />En61NfER1Nai?e►RafS.COM
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<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />TOP MCUNT 1.1110
<br />�F6'RE TYPO (BEAN ABWE),
<br />NOUNi
<br />aOTTOnI
<br />((GCO�UNNT
<br />A6•RE4'DT
<br />TOPT+pLXNr
<br />(OR LrnaK
<br />(LOCATION MAY VARY
<br />BOTTOM Rauh"
<br />REq�D)
<br />(SPAN 0E10w
<br />A6
<br />(789TRUL'TIONI
<br />PA.NEI.S MAY BENCrC1}FD AS RE4'I[nr a
<br />PROWI>pIf THAT LbN tOt� No
<br />UrAA 1vHD SATISFY
<br />AAy}'•2O ST 42
<br />6W WI WABHERip
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<br />WBrUP5gPNCSFMN (!SSe
<br />4P%LtaR)ATESP4N TABLt7
<br />VERTICAL MOUNT ELEVATION
<br />(NOTCHED PANEL'S
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<br />4•a.-7:8r9• t I
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<br />TM`CW ANCHOR
<br />O.C.
<br />WCOO
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS N W IIN r3E m
<br />�DyESIGN NOTES:, ECHWULE5
<br />9fOPR'. T'N M,. ON OFTCA�MINPGpD
<br />fpp6Oypppqq �'[EEpO� ��pNqp "jWyAP
<br />STED.MEM F ANY
<br />GENERAL NOTES'
<br />ABM UNDIN''rMe
<br />M A�IWI WHICH LE
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<br />Be AB
<br />WXMUM TIVI ED
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<br />I��+tl�eEaeaerAlme9it.
<br />raY nYa,,wMImNR»•tasARra
<br />LABEL
<br />- ea
<br />4 V .
<br />MINIMUM ALLOWABLE SPAN SCHEDULEjI
<br />TOP I&OLINT
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />PAN 346AUCiE Ely
<br />MINIMUM ST MNlI' T ROM 6
<br />BEPARA AWLT
<br />ff 2T
<br />1 1 1•
<br />, L "1 B
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<br />IOZ ES)
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<br />01914ft MVOWASU IN5TAL1ATNINSLEMI INSIAL1ATION1a ITIA10
<br />PRESSURE ABOVE
<br />SPA MAN 9a'AeOV PAGE fOMN 61L40L
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<br />IIMTNI 6iA MOUNTING
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<br />SPAN SCHEDULE NOTES:
<br />1, MqM SPAN 9GNBDUUS Writ NEGATIVE
<br />r�1"IT& ro
<br />OMON LOAD B 100ft FMOM SPACMO TO
<br />17VMMINE MAIM IUM ALLWNABIi STORM PANEL
<br />LS ACCEPTABLE FOR IlliE WITH
<br />SPAN. 9CIIM1A,8 Car
<br />LORDS lids THAN OR L TO
<br />POSttIV! EQUAL
<br />AW19am
<br />PAWL
<br />NZ "PAN , A451JJ LOADS.
<br />2, "PANEL FAS'rENlRB" MR BrWS USED IN
<br />CY}N)IINtTION WITH ALL t4OUNTING EXTRUSIONS
<br />1.
<br />1,4. 410rYPAtN •OAa DP
<br />MINT RGIYkMTMIIU N•MA NOAf
<br />W/n4/MYa• WAINtl60P WINONUr'
<br />rr-TRACK, STUDDED ANGLE, ETC',). USE 6.29"
<br />ate N/api rAC•
<br />p
<br />�• '
<br />O,C, PANG FASTENER SPACING TABLE VAIANM FOR
<br />ALL -W- AND -U"•HEADERS (1NCLUDINO BUILD OUT
<br />[ONOMONS).
<br />rP
<br />3. UNFAR INTSIPOLATIOl1 aETwEEII LOADS (5
<br />AccanffilE, rma6tWlse mSSE NEXT rrsGlllst LOAF.
<br />■ +ro N1• MACIaMe 9CAYY!
<br />iWrua w3 W•A63iy•pP'Na1L
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<br />� ia��
<br />GLASS SEPARATION NOTES:
<br />°
<br />w ;iMU110N10NrMCAM
<br />#`
<br />DESLGN TO tO DlTERMINE
<br />I ENITBA SPAN SGIAEDAR ION pO PROMPROTatiaD
<br />MINIMUM A 9lWAMTION THE MENtNG
<br />sum HOW
<br />ICoft TYN As
<br />OBE
<br />ED FOR USE WITH PC, LOADS DAIRY,
<br />ROUE I K USE
<br />2. SCe1EDULa
<br />g03A1
<br />4i,
<br />SEWsmaar101 a
<br />e!T'VNEErI LOADS 18 ACCEI/AalE,.07FiBAW15E USE N[9T MNLHEA- IttYAI YVM As
<br />B IVION , OTH
<br />rnweo
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<br />LOAD.
<br />WAD,
<br />Ma'dl
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<br />A
<br />IN
<br />3, MIL '11TON
<br />WINO 21M18OI 3, THE
<br />IN ASrA WROOUT9ILIE TH
<br />PACIIITIEE IN
<br />M SiROM
<br />i. WY31NM►AT
<br />NO MINIMUM AT TH
<br />'etOlEDl11,E L5 NOT REgU(rl® MO NO M1mMUM SaPARATION PROM 1n/E
<br />NOT
<br />NIACTW
<br />a" ,THONG Ln1NAe,e :FMxN6dF Nwl n16
<br />20-31-
<br />OHO t5 R !D.
<br />SWUM T"LIT, 0 MIN
<br />N fir. #
<br />Cl rAMi x4rtxrrr,d
<br />LRAtA$ NANfA)
<br />M A
<br />L AL INTERIOR FASTENING
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