|
EZ1/18,
<br />EZI W/18 ANCHOM
<br />r -NE! SWION E2/ a ALIDMW4 We ON Slatir 10) -------I
<br />-.!• MOY -43• M. -
<br />1• Te1L I �'OiSLC Mn.,
<br />NOTL x) `• YN� L/NNOTE 7)
<br />OFr
<br />PANEL
<br />INTERIOR
<br />Or •l•
<br />j j _r___n T.
<br />1 (ENO PANEL) (INTERIOR PANEL) tIrITERIOR PANEL) (INTERIOR PANEL) (END PANEL) I '
<br />SEE NOTES I. 3. 4 I I I I SEE NOTES 7 1
<br />a.
<br />WAX.
<br />PANEL Lem
<br />IS
<br />SASj nAPPCKi16LE) mMonS
<br />I
<br />C(I ITlT�1T1 i ,T1� � i1 I l
<br />OF
<br />JJJ_L}.JJ_LLJJ,ILLJJ_LET:.,,)J1LL1,:1<:CL1.l11LJJ_LLJJI��NL.1J_LLJ_t ! _ .I
<br />3• Mea SET Noll 4--
<br />1• an,
<br />NOTE
<br />- _-__---($([ SrCTION E,x, ! ALTERNATIVE QIM ON SIICEI I[)_.........
<br />ED/18x
<br />EZ1 W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL D SYSTEM (( )
<br />a
<br />ACTION A -A
<br />scree"A "il w1„
<br />SCALE: 3/32`-1
<br />ENGINEERING
<br />ENOINECRINO EXPRE88®
<br />PRODUCT EVALUATION REPORT
<br />Seplembor 15, 2020
<br />Appk:aBon Number. 17869.1- R2
<br />EX Project Number 20"31543
<br />Pro" Mor ufac6Nor AP AmodceTl Sh isho s and Glass
<br />Manutacheor Addrow 1540 Dams Rood
<br />VWTr Paton Beech, FL 33400
<br />Product Name A DeMOM: 24gs OeRron zed Sisal Storm Ponshe
<br />Large rAIrINN Impe01 Rodsh"
<br />Scope of EveluedOn:
<br />This ►rodud Ev*Adon Report Is being (rived in a000rdas0e with No repWremanb of the Morlds
<br />Doprtment of Business and ProlarbnW Regulation (Fbdds Building Comnbaan) Rule Chaptor
<br />81020.3.WS. F.AC.. for steteveds smaptsnce per Method 1(d). The product noted ohms has been
<br />bated andlor amassed a summorind heroin to show eomplence with nee Florida SUl ft Code
<br />Swardh Editim (2020) and It, for to purpose I I- Isd, BE kM OQWv M to MEN required by the Code.
<br />Re webetlon of 96 Product Bhe8 be raqulro d following pai0rant Florida Building Codo rnodl6allons or
<br />revialam.
<br />Substanftting Data:
<br />EX dmvft 92041643 Had'Y49a GalvaMtod Wool Sbrm Pray (F11 W & Nat•FAMZ)', sheets 1-5,
<br />prepared by Entimsedrg Ezprass, signed & sestsd by Frank Bernardo, P.E. is an Integral pert of 11Re
<br />Evaluation Report.
<br />TEST RBPo m
<br />Urillom stsla structural prlannance has been Wftd In smoodow" with TAB 202 its Wan dards par tin
<br />report(s) OBT-ABO-17-M by BMekwater Tooling, Inc.
<br />Large missile Nnpact nwhita nce and cyck loading perbmence ties been tseted In accordance with TAB
<br />201 anti TAB 203 test sUadaWs per teal report($) 08T-ASO-17-001 by Bbekwatel Thing, Inc.
<br />IF
<br />Structural ongberb0 esbulstions have been prepared which evellude the product based an
<br />companr6s aaYa national awyan to quay the foRTMA p design crilsA ;
<br />1. Maximum Albwabla Spam
<br />2. MRMvwffi A1owable Spars
<br />3Mmmoun Otsss Sapara8on
<br />4. Anchor Spacing
<br />160 SIN 1211 AVENUa SUITE 106, CRIMELD Isaac", FLORIDA 33442
<br />(954) 354.0660 1(666) 396-9999
<br />TEANeEKGINeER1NREk►RESS.COM
<br />ENGINEERIN6EE/RiSD,CON
<br />To LAST PANEL© TO BE INSTALLED Al EACH OPENING SHALL ALWAYS BE
<br />PR0140E0 W/ 'FAR HANOLE TO FACMATE NIS AL ATWN IF UNTENDED
<br />TD BE INSTALLED FIR INSIDE or STRUCTURE.
<br />NOTES
<br />(I - E-Z HANG STORM PANEL SYSTEM
<br />Of VANED + CDIII. TRACKS TOP & BOTTOM.
<br />(2). END PANELS SHALL AL*W K CONNEC'TEA 10 BOTTOM TRACK
<br />OTHERWISE A STOP BAA (:1 S/Ut1 BE PROVIDED AT TOP Or SUCH
<br />PANELS,
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHIALL CONSIST OF 1/4•e-20N3/4- M.S. W/ 7/a"N!/!?' WING
<br />NUT OR 1/4•sN3/4" Min THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR MT FLANGES OF END PANEL
<br />'i(4), IN rAW THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I.a. A STOP BAR IS ONLY USED AT TOP) At LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE 3() ABOVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />t INSTALLATIONS ONLY VAUD FOR W940
<br />SPEED UP TO 170 m,P.h
<br />ENGINEERING
<br />Page 2 OF 2
<br />All American Shunvn and Glen - 248e Galvanized Steel Storm Panels
<br />No 33% Increase In atbwable stress has been used In the design of this product.
<br />Separasah from glaring is not required for mobstabons outside of wind zone 4 and esse tW tedwea.
<br />Imped Reslstwee:
<br />Large Impact Resistance has been demonstrated as avplsnoed In p roviowy lead test asp ert(o. and is
<br />accouaad to In the erglneaft dealgll of this product
<br />Wind toad ReWstsnce
<br />That, product has been dsotgrnod to To" wind bads Two Indicated in the open schoduN{s) on the
<br />reepecns Product Evaluation Document 0.9. engineering droving).
<br />InstBlladon
<br />This product shel be Irrbl od In strid oonlpnance with Its respegNa Product EvolueNon Document (1.9
<br />anginaadrg dr$wing)• along with a1 components noted thantn.
<br />Product eonpononts ahsl be of the nowial spooled in that product's respective Product Evelushon
<br />Document a.e. engineering drawing).
<br />L IM10dons & Condldons of use:
<br />Use of @m product Ong be In rrid wocirdence with the respective Product Evaluolion DOamsnf Pe,
<br />onglneeog dravo rg) as noted hrsin
<br />An sunoo8ng host struchxea she1 be designed to rwW a1 Superimposed loads and OW be of a nw4"
<br />Noted In this produces respective anchor schedule. Hod struck re conditions wh)Dh are not awourbd bar
<br />In this product's respective anchor aclsdub elan be designed for on a d(s-spedlc basis by a registered
<br />prOtBSGWW agkar.
<br />AN Components which am pormor arty motabd shah be protected so" corrosion. co ismnalon, and
<br />oUw such domage, at sill am.
<br />This DID" has been deslgned for use W19Mn and oltsick the HIP Veloeky Hurricane Zone PIVHZ).
<br />Respectfully.
<br />r + YA
<br />Frank Bernardo. PE
<br />&MNORI NG II'J m"s'o
<br />bPE000549 I Con. AMth. 9985
<br />160 STY 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA-33442
<br />(954) 354.0660 1(066) 396-9999
<br />TEAK! ENOINEE RINREx PREaS.CON
<br />ENGINEEAINGE"PRESS.COIA
<br />IIIAN N-N Mr
<br />•r hit.
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<br />• t'A'2v'a '/• 1SnM%IUnIwL:l wNltl 9W.1 Ina l:I'
<br />INSTALLATION QUAILS FOR
<br />INTO POURED CONCRETE, CONCRETE
<br />SERIES 2000 E-Z
<br />BLOCK
<br />HANG STORK PANEL
<br />AND WOOD STRUCTURES
<br />,.. •-x�-
<br />;
<br />n
<br />►aR1E0
<br />_�RM
<br />W.=
<br />1/aY TAFCON +Lest• NEin HB/ID 1EN
<br />1
<br />woo0 IWAIpER , 'i 1
<br />ANcHoR a 12• D.C.
<br />1•. I141• HER HEAD WX
<br />-1 f•
<br />ANCHOR a 1e•.''� uEY e,l/A• F1bN
<br />REanR'l
<br />_._.--"scares ea/a• FROM
<br />Y/•�- EosE a t1J
<br />1;
<br />em or lV
<br />MM.
<br />'
<br />•'U� r' r , .,.. __
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<br />�
<br />i/x
<br />4 geOUe r ; t 3,
<br />e 4 t IOC
<br />I
<br />1 x•
<br />M OIA48.
<br />SEPARA
<br />11
<br />I i /-7RIR/EIIRI
<br />�N� I N]RRIRJLI Pon
<br />n (D RrhT
<br />LASS
<br />CLASS IT
<br />POP'
<br />'F/.aia '1•t,�_..., BiIA-0x.
<br />+ _,l/L- :_.:_,._�.
<br />_.:.1-_ Nor
<br />S
<br />1 0 ?
<br />. 1 ------' _
<br />wA 04W-; _ ; ._- . _ _. .. { PNIF1 LMGTN •
<br />�.Sa" p _
<br />...
<br />-4--- PANEL __ _._ ( PANEL LENGTH e
<br />AM"'9CPAPo1
<br />N TO OIASS. -
<br />q�'- I' Act
<br />OLASS..
<br />IRRI
<br />I
<br />ses
<br />N __I 4's-1A2• Sol " I
<br />R
<br />N.
<br />4Y TAPOON ANCHOR
<br />II
<br />e ,r D.C.
<br />1/4Y iAPCON ....: POURED
<br />I I
<br />x•.ar "LOBO
<br />CONCRETE BLOCK
<br />.. REOUM.
<br />��51ECIIGI
<br />SCALE 3/8.1
<br />At T .r2lw
<br />SCALE 3/8.1'
<br />MIN. PANEL LENGTH44
<br />IINIIIIIINNI
<br />�. t�ENSf J
<br />•
<br />'•Ia1P 14/LOa, K.
<br />FLORIDA BUILDING CODE n Mgh Velocity tlurvicam
<br />24 BAR OALVANRED STEEL STONY PANEL
<br />Zone
<br />rA1.
<br />rTO
<br />INSTALLATION ARE ONLY VMJO FOR MAX, A.S.D. DESIGN SMALL BE 2•-6•
<br />PRESSURE RATING a/- 40.0 p•s.f. AND W-0' MNC
<br />* E *
<br />*
<br />STATE 0
<br />err, F
<br />� POMCT1ON °' rn/'0t°
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />. � .
<br />O,r: , fIOR10F.^
<br />I L E C O i tt
<br />e. PRODUCTS• LLC.
<br />y� N!"ya
<br />a1m
<br />MEMBERS TO ■ SOUTHERN PINE No 2, w/ SPECIFIC
<br />S;/'....•�
<br />.a +r.al.w,n NN.
<br />r4x,. • M-war . w ,ail m-fM1 wlar4� lwMtw LANs. &N pi1NNN-*1*r
<br />20-178
<br />DENSITY OF 0.55 OR EQUAL.
<br />Nlllt
<br />R i ►[
<br />r~ W m •
<br />maws «.
<br />.1CI11,14=7
<br />MRn ,i or la
<br />ALL AMEFUCAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />To
<br />mTTOPJ
<br />1 TYPICAL VERTICAL MOUNBaT ELEVATION
<br />1 NT S, BLEVATTON
<br />TOP MOUNT
<br />(c S R1YF (s ABOVE
<br />AS REQ'D) UL'TIOII)
<br />BOTTOM
<br />ale
<br />la �
<br />GF
<br />(Cr7NN TY
<br />A6 REQ'Dp
<br />1� g
<br />;
<br />-OBrui}
<br />{LOCATITI
<br />TOP Maxi
<br />ICONN TYPE
<br />L
<br />AS PEQ'b)
<br />BOTTOM MOUNT (MNFA-1
<br />(5pptl BK6w I
<br />YTPe AS REQ'D}
<br />OBSTRUCRONI
<br />PANELS MAY BE NOTC"ED AS REtV MED,
<br />PROW40M THAT CONNECTIONS AND
<br />4MONAL IG'•20 MCH
<br />SOUS WITH' WAIHERED
<br />ANCHORS,ARE WSEO WHICH SATISFY
<br />SPANS ABOVES 64OV1 OBSTRUCTION,
<br />WINGNJ'TS FASTENED 0
<br />OVBItAPS Y NEDBRIN (UBF
<br />APPItOPWAJE BPANTAti1E)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />NOTCHED PANELS
<br />1 N.T.S.
<br />EI:EVATILIN
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM SIMM PANEL SEPARATION FROM 461"
<br />I"VI44 wmn ZONE a ESSENRAI TAOI ITIES)
<br />� hAAKMUM
<br />�
<br />DESIGN
<br />IAINSWAnOIG11 IIMAN OGRAOn
<br />PALEAILOWAMr
<br />! SPAN IImNRI
<br />O'Ab
<br />i1lAN i0' ABOVF GAr10E THAN 10' AeOV[ BMQT
<br />./.Ja
<br />139DM_
<br />$Dow 1 i3fil
<br />-- -
<br />/- +3i
<br />190.OM
<br />M 73 N,
<br />6D6 e
<br />+AN _
<br />130AIA
<br />_ BD_iIn 2.16M
<br />r
<br />UOL In
<br />b.as n ).Join
<br />-ISO
<br />134).D1.
<br />..1-
<br />__.-.. 6,064, 7361n
<br />•/.SS
<br />ff 1D6i n
<br />i--n-.
<br />m 7
<br />91Y11.MD B ►AUK F45TpN®l 1►ACiNG TO
<br />nPUIR E NAXINWI ALLOWABLE STORM FAMED
<br />IN. SCMEX" IS ACCEPTABLE FOR USE WITH
<br />UTM to#DS LESS THAN OR saw TO
<br />WIVE DlSICBi LAA05.
<br />►AUK ►AST91ERY ME STUDS USED IN
<br />"JUNCTION MIR ALL MOUNTING EXTRUSIONS
<br />'-TRACK. STVDOED ANGLE. EPA.). USE 6,2T
<br />:. PAW FASTEM SPACING TABLE VALUES F01
<br />'H`- AND'W-HMDBRS (INCLUDING BUILD OU
<br />NDmONS))m
<br />w a.lnY YNiu,Na l nanc Ia
<br />GLASS SEPARATION
<br />1. L'NTER ?PAN SGIHNKE want Fa
<br />ON MAY VARY
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES: t .�LN;•''' R0P '°' I.
<br />AS NOT® IN DESIGN
<br />DESIGN N ES'
<br />�1 st�aRl�EpuLEs t
<br />P051,. SE WAiryTp11 STEM. AMC SDFTFRM E III
<br />LAWD i ! EI P
<br />se IPEry, �p IN. NCE WITH T(HE{ fl, �al
<br />1600 OF TH BU N LESS THAN
<br />OR,6Q 'try L1� p t
<br />P■ . U �v.RLUES wSi HEMEIkF ANY .'Ll f <1
<br />A IN. AS SHOWN.
<br />GENERAL NOTES.1 11�
<br />aPECiP1CATION NM OE6tG hip AM(} SHALL FAa61CA S IN 1 0. "
<br />�V RaQU "' M'UsI Ra FLtlR4YL UfIDIE'QM,CO ul
<br />SFVR R m E Ri"E 1K19 , OUTal06 r-LL,[tNE M L Veer L C
<br />TAS 26L, ,TDa,. Da ii MOTOCO l6, Op'MTRAFl10R iH [NYEaTIRATE
<br />LA4 INN USED IN THE
<br />ePoolem!' A S�iLE
<br />4TOR PWIiICX Q .at
<br />IETOIL, ■F
<br />w9LHpalppiryslLWlayuAleD DI 1�•
<br />AN MS Ai C pip BI
<br />UOE1 OR'►xOpXyT1 LWN
<br />MICRO D[PFEIIEN1 FROM pp
<br />IS FOR U.,. LRea EI
<br />rs FOR ubE 3N ig®3R
<br />ON•NAXIMLUK TESTED, g
<br />71 3TsnHle" WYc"6A'°° � 1i
<br />UNI UFFPATIOT�N,"S ~
<br />CAl COtlE6,. S
<br />]%UCtUMLgUAt17Y gaa
<br />"r.aLi 1�
<br />AW/S1xUNP{LOY,
<br />'"ARa"A19 FLEW
<br />DOEUMENT
<br />VISIT ECALC.IW31W9 ! $rQ
<br />OEM
<br />A WIt• •.1N14 .A aKM r"IAhI Y-Y I�,J
<br />ro«NA.nalraMJlne:rPrP'"n•Ilwalalw
<br />LI•lJll
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />ITM alA" is RmtMD IiNem YAWL Awns n Qv AF" n TNIT Now KA
<br />a aN♦NNanw teavl',
<br />A�pMrING CONbm AEWb Inw4Mn MOM 4AAS 31r:111 C10Y.A�Ay NDI tx7
<br />0
<br />M r 01tAi YIDb rwwlA Aearn WlTN FAUN I aDT" 3 WI WIT•101, 6 /7 la• (1V1 I ISI
<br />1 1'O.0
<br />42
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<br />F
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<br />4
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<br />]N Ir19aF iK!
<br />Q
<br />,FyB1
<br />���
<br />i•a••N 11• HI[MW MAN"
<br />9•_-�
<br />OPTIONAL EGRESS PANEL DETAIL
<br />r1 O Qgjgl, INTERIOR FASTENING DETAIL M INTERIOR FASTENING
<br />� N.T.S.
<br />FPMD•N�AEr
<br />990 14
<br />,
<br />(-2.zsD I.0.09A' 0.7s 23 - y111r.0 '
<br />r n-ow,
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<br />'I "ANCMOAS04MULE APPLIES TO Aµ PRODWCTA C6R71F1ED.HEREW, qUr ONLT'PAOVID�1
<br />AtIOWAat2 ANI31M "LING. =11 ALLpWA72
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<br />CCLL��ppECTIDN TYPE EASED ON *PPROPRLETE MOUNTING CONNiP4 t1EE MOUNTING DETAILS 014
<br />SHEE71 FDM.)DENjrFICAttoN DF OONVECf t014 TYPEI•
<br />4. FAFEL 1"ASTFNERaA ARE ST11 O6 LISEp JN g0A11 ImN wtTFl At1 At011N'nNq mfTRUSIONS
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<br />CSNTER OF NCNONAt„Y' 1 4' (R1N,) WOOD STUD 'yy55" EDGE OISTAN11T5 ACCEPTABLE ECR Vr00D
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<br />14 MACHI.NEntF6WS SHALL"AVE {A3• MINIMUM ENGAG MEW OF THREADS INTOTMEBASE
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