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<br />EZIW/18 ANCHORS
<br />W SECTION EZI & ALTERPATNT EZIW ON SPAV I
<br />11, mw
<br />Nn 2) A NOME 2)
<br />ALUMINVII,
<br />OF9H RwFt LAST PANEL(3) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS
<br />PROMED W/ REAR HANDLE TO fACWATE INSTALOTION IF INTENDED
<br />70 or INVALLED FROM INSIIX or Sht=IjRL
<br />L
<br />i NQ=
<br />(I), RUN_QE_2LWES_2ZQ- E-Z HMO STOW PANEL SYSTELI
<br />a PANEL)f bwi]16RIPANE�) STING OF PANEL + Cwt- TRCKS TOP & IiOTTOM.
<br />INTERIOR PAN I (WTERIOR PANEL) (END PANEL)
<br />SEE NOTES SEE NOTES 2, 4 (4, ENO PANELS W WAL1111SREfORNECTED TO BOITOM TRACK
<br />VAX, MOMW A PROVIDED Ar TOP OF SVC14
<br />PANEL LeNimf PANELS,
<br />4"a
<br />-5). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />I t f I
<br />W/ 7/3'0.3/32" WING
<br />L SKALL CONSIST Of I/lInk-
<br />40- 1 MR ORL 6/4;0.N3/04 M =&M
<br />to INTO 1APPED 90TIOM
<br />S.& SOLIS 0 CA OVERUIP rASTEhUS MAY BE AT WHER OF TWO
<br />S&E AS EXTERIOR FIAT FLWM OF END PANEL-
<br />(4). IN ME THAT END PANELS ARE NOT CONNSCTW 10 SOTTOW
<br />TRACK (14. A S - ONLY USED AT TOP) AT LEAST TWO
<br />TOP BAR It
<br />PANELS BE TO TRACK USING SPECS
<br />JIT $KALL CONNECTED BOTTOM
<br />I I I I I I tit; INDICATED ON 140TE (3) ASOYE. IN SUCH CASEI CONNECTION OF
<br />PANELS TO SDTTON TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />L
<br />r a- I--
<br />W. 1. W1, t INSTAUATIO14S ONLY VAUD fOR WIND
<br />MCHM SPEED UP TO 170 ni.P.4,
<br />—(SEE SMION EV At AL'IERNAINE EZIW 04 SMW AS)—
<br />EZ11W/1181's
<br />EZ
<br />I121CAL ELEY-AIMN FOR SKBIE"099 E-Z HANQ 5190M PANELCIDSMEM M
<br />SCALE., 3/:Se4.1*
<br />2.681-iUk
<br />&A
<br />-, 2�
<br />==�
<br />Wx-cAP,
<br />SECTIO A -A
<br />SCALE 3/12--l-A. T14t
<br />Pv, eo "IDA BUILDING CODE (Won !ELh Velocity Hu cam zofto)l
<br />44157 24 BASE QALVAM=,STEEL STORM PANEL
<br />W, 11LISCO.' N PRODUMS, U.C_ Am -
<br />INC. GLOW PROTECTIO
<br />STAR 0 51*1 at SIAM
<br />a%*. FL Mi
<br />018.340-1114s. a- 20-175
<br />Pat
<br />ot"M
<br />VL
<br />, I
<br />-M10 ENGINEERING
<br />PRODUCT EVALUAT193N ft-MPMRT
<br />r=Na= AZMI-R2
<br />14- 1' 20-31543
<br />Product Manufacturer. All Arnwican Stiulters and Glass
<br />MaraillactufterAddressir 150 Donna Road
<br />Vilest Palm Beach, FL 33409
<br />Product Nona 9, Deseptiont 2
<br />Lle'l 14 : ;1. 4,ad= =$P a n a 19
<br />Mh
<br />Scope of Evaluagon:
<br />TNa PtodubtEvolvallon R"itle, being issued In soistionive, with Me
<br />Department o(Stodumas -and #%MR BuildlIg Commission) Rule Chapter
<br />61 G20-340A, F.ALC., for ittsfewidis acceptance per Vethod J�di. The pmdad Wed above has been
<br />tested and/or evaluoted in summadvid hateln to show compgance with Me Fiadds Building Code
<br />Seventh Edftkm (20M and Is, for the purpose Intended, at Isest equivalent to that required by Atts, Code.
<br />116-waluation of Uft product shah be required! following pertinent Florlche Suhding Coo moififications of
<br />revisions.
<br />.Substantiating Owe:
<br />. PROMOT EVALUAVON DOCUMENM
<br />FX drAwing, #2041543 t1dod249a Galivanized Steel Storm Panels "flz I N shesta 1,5,
<br />ptepated by Englinearing Express, signed & sealed by friank Hennamo, PI15I fa=pantof this
<br />Evaluation Repatt
<br />. U§_r$=RTS
<br />UnNorm shith; simcluml porknownce has been tested in accotdamics wiffit TAS 202 1W slandands, per tost
<br />report(s) 1111IST-ASIG-11-00i by EllacKwater Testing, Inc.
<br />kiecling porkinnartoo has been WSW In accordance, With TAS
<br />It T test roport(s) *0T-A$(_1 7-001 by Blackwater Testing, Inc.
<br />Structural! englasaft calculations have been proposed which evaluate, the product based on
<br />comparative andtor tational an" to quality the foltowing design edislia:
<br />21 MkilmumAllwabloSitens
<br />3.
<br />4. AmilsIrSpacing
<br />16ASW 2211' A=But4FD10fi 34-1.0 BEACH,, FLQR;oA 3,3441
<br />1(066) 396-99,914
<br />coj4
<br />ENGINEERING
<br />pov 2 Of2
<br />All American $hutlers and Glass — 24ga Galvairuzed Sted Stonn Panels
<br />No 33% littorease In allowable stiniss has been used In line design ofthis Product.
<br />Sepotaffon fimm glazing Is riot required for histalliallons.outside of Wind zone 4 and itswthil Wiffies.
<br />Impact Resistance:
<br />Large ImpacIL Resistance has, been domonstrobidpo evidenced in provilously, listed testroport(s), and Is
<br />accounted for in the-enghm" design oftfits, product.
<br />VWnd Load Resistance
<br />This Mduct has been designed to resist w1rict loads; as Indicated In the open schodulatoi on ft
<br />tospective Pmduqt EValuallon Document 0a. engirtooring citay0n),
<br />installation
<br />This pmduct aball be Installed In stilet compliance With its respective Product Evaluation Document 11.0,
<br />onginewbig drowingi), along with all componards, noted th"n.
<br />Product components shall be at The maitenal spectilled In that phuducf-% (eapective Product Evaluation
<br />Document 0,4. angineaft drowing).
<br />Limitations & CondIthans of Use.
<br />Usit of this pmduct shag be In Strict accordance with the respective Product Evalwallon, Docinnant (Le.
<br />orgineoring drowhV) as noted tweln,
<br />All suppoftg host structures "I be doeigned10 resist all supetimposed loads. andshitil be ot a miqlarial
<br />listed 111this product)o respective artichor schedule, : Hoststrooluve, conditions which are not acminte. 4!br
<br />in this products respective anchor schedule sWbiodesligned fbron a ofit"pecific basio by a regislerid
<br />Professional engineer.
<br />AM components which ate parrinatiently, InstallIed shag be protected against corrosion. contamination. aind
<br />oVier such damage at all Vmost�
<br />TNs paiduct has been darlignail lor use within aral outside the High Velocity Hurricano Zone (HVH4,
<br />Respectfully.
<br />FIRA11t ammao, PE
<br />IENGIMEEIRINa EXPRESO
<br />NPEOM,,5491 Cert. Auth. 9985
<br />1 r ROOVA,13442
<br />,;D SW 12- Av"ut SUITE 106, 1D06RFIE1,D
<br />(954) 354-0660 1 (866) 306-9999
<br />TEAM 0 Russ, CON
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<br />INUALLABON Q9MLS FOR 9ERIES ZQQO E-Z, MANG 9MM PANEU]"),
<br />INTO EQUEED ONCRETE, SONME %QCK AND WQQQ _STR CIURES
<br />0ONCREM
<br />REQUIRED.
<br />--0414*1' HEX WW 7eK
<br />14.
<br />-4r- ------
<br />SCREW *,V*' FROM - RINDUIRED SCREW
<br />EDSE OF rm gig, 1104
<br />Ir
<br />I' Min,
<br />I TO 61AS&
<br />POP To CLASS.
<br />tj
<br />to'r V-:e
<br />SX MAIL
<br />PANEL III, -- ----I
<br />Lokm PAaSL LERVIN
<br />aw
<br />TNUqSORM WX
<br />0 70 CLAW OF V
<br />E�
<br />7 0 TAP000 ANOM
<br />1/4-0 TOPOW I a'.A' WOW
<br />ANCHDR!
<br />_1RED
<br />REOUIRED.
<br />WALL-MMAM
<br />u ft RIM
<br />SCAffLET3/aff_1 SCALE 3/B-l*
<br />T)
<br />FL�Iomm RUJILDING CODE Lon Vallitou &I
<br />WW no Zone)[
<br />ft
<br />NOTES., MOIL, PANEL LENGTH 4 24 COME CALVANIZED STEEL STOIW PANEL
<br />I . INSTALLATION ARE ONLY VAUD, FOR M01 &SD� DESIGN SHAIL SE 2 _V DUN 31,
<br />PRESSURE RATING +/- 4010 li.94. AND e-t* MAk % STMO JILIE C 0 GLOUL PmEct" PRMCM. Mr.
<br />12.
<br />PANEL LENGTH.
<br />I *%1"W51,iff
<br />FOR NEW WOOD FRAME CONSTRLICTION: WOOD a R Th=
<br />20-175
<br />MEMBERS TO BE SOUTHERN PIKE No 2, W1 SPECIFIC *9ft rAw 0-MY00--tirrr
<br />DENSITY OF 0,55 OR EQUAL *..I � CAM" .1
<br />I or Ia
<br />ALL, AM ERICAN - SHVITUERS" AIN, 1) GLA S-S
<br />�49a i�ALVMIZED 5rEEL -ropm -PAN ELS. 41*HZ z& NON-HVHZ)
<br />VERTICAL MCItVJ�T ELEVATION
<br />I'T7N fAQTCHaQ PANELS)
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 CAUGIF PANELS
<br />MINIMU10,5104M PAWf ottAFATON, fROM GIA.%
<br />(14VIN414001I ZONE 4 & W0111AL IIAOUTIES)
<br />'INSTAILIATIONSrAEATER
<br />1ALLOWABUF
<br />PR-
<br />(NMALLAMNSLE55
<br />2110h
<br />144
<br />in
<br />_A4�v.-V
<br />649 in
<br />so -2*
<br />6,09. Z33 Ift
<br />*65 SSA fA
<br />all IM 4L
<br />36A M
<br />4.12 In
<br />M-7-T-4717-71
<br />MAXIMUM, ALLOWABLE
<br />I C1, f4rof
<br />dA;�
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<br />.SS.E.
<br />GENERAL NOTE-51
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<br />Ap, FER mrspAg b t1a AffDATE THIS CE9TF1r_*Wq
<br />PER A r4of U pi,!�) IASI!L
<br />'I,
<br />13 F99 LItUROER
<br />VISIT SIDAUL115131
<br />11 q_1t�_1%rM0,7
<br />aMINIMUM ALLOWABLE SFM SCHEDULE
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<br />ACCMA" OTHERWISE USLENtaff HIGHER LOAD, -Fl
<br />A, LINEAR"POLATIONBETWUNI41,AOSIS 1 0 00 F_
<br />,GLASS SEPARATION NOTES:
<br />11 iNTJ%SMN SCHEDULE WITH POSMVS DESMN LOAD Ira OETLAMPHE
<br />KPOLOTTION SE13MISEN LOADS ISACCEPTAINLIE, OTHIAWISELSE NEXT
<br />LOAD -am
<br />3, iORINSTAUATtONSOUMMOPTKHVHZANOOMSMOPeS�At,
<br />MINIMUM ALLOWABLE SEPARATION ROM TifectIgNINGTO BE AROTIECTED.
<br />2. SCHEDULF-ISREQU:RfDMRAMWr(4POWMIPAPSONkY,
<br />INTE
<br />fACILITIESIN ASM WIND 20MES I THROUGH 1 THEMASSIS"ARASION
<br />SCHEDULE ISHaT RWIAED AND NO MN114UM SEPARATION FAW THE
<br />Pagnactiso Opaitais IS �"gb.
<br />MRIOR FASTENING DErAIL
<br />2—T1011AL EGRESS PMEL QETAIL
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<br />ANCHOR +]NOTES:
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