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1
<br />t/i
<br />EZ 1 /18,
<br />EZ1 W/18 AIKMM
<br />scNrraN Q1 EI ALTOWYK mar ON N*v to -
<br />Mai
<br />It I i�_.. -1:ZIwo (Nl
<br />D
<br />2) 1,
<br />JAT 2 POI;
<br />PN{S
<br />(END PANEL) ANTERIOR PANEL) (INTERIOR PANEL) I 7 ( PANEL) (ENO PANEL) OF
<br />SEE NOTES I. 3, 4 I I t t I I 1
<br />5EE NOTES 2 3. 4
<br />PANEL U34 M
<br />' Is ' a ' •
<br />1• � TED PANELS�ja/ //4P-20.1 .'
<br />J.. • - • E_..L.- _LL_ _�.. _'I�SE'CTIONS=A iPAPOLIbJ1HE)
<br />JJ_L1.JJ_LLJJJLLJJ_L�`)J1LLJ CL1J111JJ_LLJ.-111�LJJ_L1JJ -)
<br />or v ]- MoeE� L i� ,Y 4 I �.i !` ANY- :.
<br />i IIn. NOTE 3 !1w",VV.
<br />ANCN0115
<br />-.'_-(SEE SECTION E21 a ALTERNATIVE EZIW Oa SHEET to)--
<br />*
<br />EZi/18t
<br />EZiW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (t}
<br />W
<br />i;zu-rts.v_1
<br />ENGINEERING
<br />ENGINEERING EXPRESS®
<br />PRODUCT EVALUATION REPORT
<br />geptanbw 16, 2020
<br />ApPtcalotN Flultnber: Ij�p$,1- Ft2
<br />EX Pmkct Number 2031543
<br />Rotlud M@uUbchsw AN AgwKwi Shoham and Ghee
<br />MmwbtctuwAd*ow t540 Dome Road
<br />VVW Palm Basch. FL 33409
<br />Product Now & Daaalptim: 24gs GaNardzed Stall Storm Panels
<br />Lame miss to Impold Reswent
<br />Scope of EvaluaBon:
<br />Thfs tarodrrd Evouedon Repot W boNg tsanNed In socoNw"x wddl the requNerrisrb of Ia Ftorfde
<br />Daps Wiv rd of eueMM and Pmbnkw M Reouletlun (FMWs St"v CornmWMon) Rude Chapter
<br />81G20.3.006. FAC.. forsW&Wo ssaepbmce par Method i(d). The product noted above has bean
<br />teed wWw mk tod m sunwra dzad herain to show cornplionce wNh The F'IaWs So" Coda
<br />Seventh F.dllai (202M and Is. for the purpose hlYnded, M best eglevelsnt to that required by the Coda.
<br />Re-e rolud h of this Product *W be required following palaant Florl s SuI1dNg Cads modEaftm or
<br />WASW*.
<br />St"Unming Data:
<br />EX drawhig 0031643 Wlod 24pe GBbranoted Stesi Sagan Peels (HVHZ & Nww4ll FM-, shoats 1-5,
<br />prepared Wit Evekaat" Exwnll, slaned & asabd by Frank Bernardo. P.E. is an IElege pat of thk
<br />E4WuNMlcn Report
<br />• TINE REPORTS
<br />UTefwm s1Mb strudasl perbrmence hoe been tested In sapardonce #AIR TAS 202 beat standerds per WM
<br />raporf(s) OBT-ASO.17-M by BWdwaW TeWfg, Irc.
<br />Large wbWb bripted resistance and cycle leasing parfolnews, lei been' in sccwdwm wNh TAB
<br />201 sod TAB 203 het standards per lest repw*) OBT-ASG-17-M by Bk dnwta Testing, Inc.
<br />. STRUCTURAL
<br />SRuct" fer inswMo Wiwle3ara hoe bw prepared wh" evabeM Me productheed on
<br />compatWn wWw ratloreal alelyaAr to qm* the folloMinB design nYerh:
<br />I. Msshrlxn AIIDWNIbW opals
<br />2, fYWNmurn Atawbb $pwa
<br />3. Mkdmwn LiWp Sapera6on
<br />4. Anchor Spairg
<br />160 SW 1211 AVENUE SUITE 106, DISItnELD BEACH, FLDAtoA 33442
<br />(954) 354-0660 1(066) 396-9999
<br />TEAK Ii E NG MS E A I N6 E%PRESS. Z4
<br />rimmaEal"a EX►RE SS, COM
<br />« LAST PAIELQ TO BE INSTALLED AT EACH OPENING S14ALL ALWAYS BE
<br />PROVIDL'D W REAR HUWOE TO FACILITATE INSTALLATION Ir INTENDED
<br />TO BE NNST FROM s4510¢ OF STRUCTURE.
<br />NOTES :
<br />(1). E-Z RAW STORMPANEL. SYSTEM
<br />C tK P + COM- TRACKS TOP a BOTTOM.
<br />(2). END PANELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP ROOD SlWL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ME CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SHALL CONSIST OF 1/4'e-20x3/4` M.S. W1 7/8-00/32- WIND
<br />NUT OR 1/4•epJ/4` Will. THUMBSCREW 04TO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF ET'm PANEL.
<br />(4), IN CASE THAT ENO PA14US ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAR tS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMAw1 BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INOGTED ON NOTE 3( ) -ABOVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK tlAY OCCUR AT ANY PANEL LOCATION.
<br />t YNSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 mMA
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shuttcn and Glass - 24P Galvanized Sled Storm Panels
<br />No 33% if="" In atoweble atreee has bean used In the design of this product.
<br />Se wow Rom okxino is not required tar N*Wkbom outside of wind zoee 4 end se, IW kd m.
<br />Impact Raslstan".-
<br />Lagp Impact RwWww o has been ramonWskd n evidenced In previowy bW let reporl(s), and Is
<br />s000ulaed for in the onpNwtseft dee81 of flits product.
<br />WGId Load Res/stance
<br />This product tree been designed to rake wind bads as indicated W tM spw schedrda(s) on the
<br />fwpas9ws Product EvalwBon Document p,e. anWnse ft drawkg).
<br />InswallOn
<br />This product shot be fradeMd in al icf complance WO Its respse8vs Product Evokeaon Document 0.0.
<br />a gineak8 dravarg). Mono with as components noted iheralki.
<br />Product componnenh sires be M the r deft speclled In #W produd's respective Product &dokedorl
<br />Docurma O.e. a ginseft drawktg).
<br />umltadons & CondWons of use:
<br />U w of Bell product shod be In sM solnnpmq Well the msp"m Product Evoudon Document O.e
<br />snglreaNg dnwft) as rated herein.
<br />AA suppo" two structures sets be designed to reabt d superimposed beds and allot be of a mMedal
<br />Isted to this product's respective anchor sehoduis. Host structure owWft s which are not aeccsded for
<br />in INS products respective anchor schedule shol be deigned for on a stosPdtc bask by a reowered
<br />waft"WWwNBir-.
<br />AB osmpanenss wtddn we pem ww* Insisted sets be protected, "corrosion. contamnationn, and
<br />other such damage, at el Imes.
<br />This pprrotd�'u�cthas been deeloned for use WNW and cutoddly e to VeloHurricane Zane (HVHZ),
<br />Respeclfilily,
<br />4• 9r
<br />r
<br />Frank Bernardo. PE
<br />ENOMEERMO EXPREssw
<br />NPE0046549 I Cert Auth. 9835
<br />160 SW 121` AVENUE SUITE 106, OtERFIELD BEACH, FtOErDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM O ENG INEERINGE%ORESS. C ON
<br />ENGINIEAIMGEXPAEOS.CON
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<br />._imtAm 1 •M IY,tN:IMNNLY WpRI xH]InN SIt
<br />INSTALLATION DETAILS FOR
<br />POURED CONCRETE, CONCRETE
<br />SERIES 2000 E-Z
<br />BLOCK
<br />C1i
<br />HANG STORM PANELINTO
<br />AND WOOD STRUCTURES
<br />PonAREc
<br />I/4N TAPCOl1 _ tlNt` NIX IRFAD TO
<br />-
<br />ram
<br />1,
<br />14N1' HEN HEAD TO
<br />�
<br />ANLIAOR • I.- O.c. _ EDGE 0
<br />f !()
<br />J
<br />Pe:OIIIEp \. /
<br />f tt^^�� 064• FROM
<br />I �7 EODE OF
<br />Y
<br />I v
<br />t
<br />/ly +•
<br />1J Ave,
<br />,`
<br />I
<br />e
<br />-��•
<br />1
<br />� PY6Lfl
<br />M i. � �
<br />YY-'YEPNMTIOM
<br />pp Fw�iw�6 _..�....
<br />.�^. !n.
<br />'1 !/ter'#1•--91
<br />EwYiYp_II TD ctASS� i At3AAY6w POP
<br />CLASS.
<br />"q�•"t�+'� To oIASS.
<br />� 7tilIMIUM FDP
<br />1 1 1 RNET
<br />Y
<br />1 ' RlrEr
<br />f
<br />•----^.. I MAIL
<br />I WAX
<br />pMD�4 ...-..__..----1 "Im LENGTH
<br />7Y a��i
<br />M PANEL LENO
<br />1
<br />CLASS
<br />TO CLASS
<br />Sd'a 1
<br />TO CAM
<br />site
<br />O
<br />Cr vTo
<br />IYI e-20e12' I
<br />e
<br />1
<br />Y
<br />�
<br />7
<br />LANCHOR
<br />C.
<br />"/41 TAPCON 1�POURED
<br />ANr]WR a 12. O.C. Of
<br />Cowea E a.Ock
<br />t
<br />2'3N' aooD
<br />RERlN11E0
<br />WALL 1dOtXMNG
<br />SECTION EZ1
<br />SCALE 3/8-1'
<br />A"
<br />SCALE 3/8.1'
<br />MN
<br />FLORIDA
<br />BUILDING CODE Vol"Ity Nu
<br />no Zone)
<br />tl0lfS 4 MIN. PANEL LET4GiTI
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. ASD. DESIGN 5)NA1t UI: 2'-a'
<br />. 4
<br />*; * j Tk
<br />safe aTern PIc Fr.
<br />u OAQE OALVANQED 51EE1 STORY PANEL amw a..
<br />PRESSURE RATING +/- 40.0 p.tf. AND 8'-0` ASIG
<br />PANEL LENGTH.
<br />STATE
<br />��••
<br />IL iC0ING,
<br />GLOBAL PROUCTIO111 PRODUCTS. I.I.C.
<br />rwit
<br />w
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />�aWL�w �.u�,l{Q1
<br />MEMBERS TO BE SOUTHERN PINE No 2. w/ SPECIFIC
<br />S/ .......��
<br />+>.�tN.�. ..et n alra
<br />«:'• • . a : aFn an.,a Rtac twl6u gat nee 9+'Kw sot
<br />2a%*"
<br />DENSITY OF 0.65 OR EQUAL
<br />Itl.baxYu
<br />N.
<br />gafan A Ar, Pd
<br />nom
<br />am to DI M
<br />ALL AMERICAN SHUTTERS AND CLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />Ta
<br />i TYPICAL VERTICAL MOUNT ELEVATION
<br />ELEVATION
<br />�� TOP MOUNTT.� Lmml
<br />.mac octZ , 1 r 19" ABOVE
<br />® �
<br />BOTTOM
<br />YGonn TY
<br />AG REO'Ob
<br />l •3.1 n/,t
<br />o
<br />i3)i
<br />8y
<br />-nssrRbcno
<br />..
<br />TOP MOUNT
<br />(GaNx TYPE
<br />Aa REITR
<br />(LOCATION IN
<br />SOMM MOUNT (OO
<br />- )
<br />TYPE A5 (t#q Dj
<br />OB1a�jAUCT10H)
<br />` PANELS MAY
<br />CE7N ANEG IO
<br />8 Y'ET Y DA6HEFuD[
<br />TTHHATts axnp`
<br />IAN�xrH=.J WSXOWWCMSATISF7
<br />WOKWT'BFA4MLID'0
<br />SPARS AtKWEB /ELOW OBBiRi)eTION,
<br />NERAP5'BM (UM
<br />M1PPROPRIATE`SPAJ TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />_. 1 N:T.SL.
<br />6EVATILIN
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 CAUSE PANES
<br />MINIMUM StORM PANEL SEPARATION FROM CLASS
<br />( NVNa WHO wK 4 a Em"Fuu PACAI
<br />N4AXaNRNA
<br />DESIGN . ALLOWABLE INSTAUATUM LESS NLSTAl1ATgNSGREATER
<br />IAF.SMlAE SPANilmal TH4 3VAR0WGMOE TMAN30'AROOGRAM
<br />tN'yl
<br />Iaoca n aUa L16i
<br />_ s
<br />3BOal. 6.06w 1.411
<br />SPAN SCHEDULE NOTES:
<br />1. INTER SPAN SCHEDULES WTI" NEGATIVE
<br />DESIGN LOAD a PANEL FASTIM SPACING TO
<br />Ct7ERMINE MO~ ALLOWABLE STORM PANEL
<br />SPAN. SCHNOUl6 IS ACCEPTABLE FOR USE WITH
<br />PMME LOADS Mo THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOWS.
<br />2. WAR FASTENERS" ME STUDS USED ON
<br />CONJUNCTION WITH ALL MOUNTING ORRASIONS
<br />('F"-TRACK. STUDD[D ANGLE, ETC.). USE 6,27
<br />O.C. PANEL PASMW SPACING TABLE VALUES F04
<br />ALL'M"- AND "U'- 4111LO S (INCLUD3NG SURD OUT
<br />CONDITIONS
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />L ENTER SPAN SCHOULE WITH POSITIVE! DESIGN LOAD TO ovewmE
<br />MINIMUM ALLOWABLE SEPARATION PROM THE OPENING TO BE PROTECtED.
<br />2. SCMEDM IS REWIRED FOR USE WITH POSITIVE LOWS ONLY.
<br />INTEAPOlATION INETYyEEN LOADS IS ACCEPTABLE, OTNMlWLSE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR TNSTN UITIONS OUTSIDE OF TYW W"Z AW OUTSIDE O ESSENTIAL
<br />Ficuines IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />504E ULE IS NOT RlQIR13] AND NO MINIMUM SEPARATION FROM THE
<br />OPENING ED.
<br />I
<br />of tlAAY}
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES, e
<br />AS NOTED IN (JESM
<br />DESIGN ryrNN��yyl/OlAtTES: BaHTuLEs
<br />Pas (( WIIH'"EM1S I ... Nppp t?J?TfRM THEE�EtEO
<br />Oaf � a A OAR CODE DEa[GI4 - -0
<br />PUPS CAP PEES LISTED MEftELN POLANY
<br />'AS6T4u AS S110WN.
<br />GENERAL NOTES: KIECt'EOMMT)MNiIOCfTnWDfMiNfRET1t1tO�! L�xE}MRti1UR�-n��
<br />5Eg�
<br />EW
<br />�}Ont Tee
<br />rAyiN,ED ,TO2.AN0 ZP TEST LpJNIGi.00NTAIINK'iORBENALl �C{N MAY
<br />4Dtl�6A�ALD D5'fr�yµRxERENOMMAYRESXJ7RE
<br />l.,.. ,'IOTA-t� REAGE�L1G,wAE4E67N65ty'INAS a6BA'tSED IN THY
<br />Team
<br />DR CONSAT 1t�uDANAWS �E4 YEYDNo THAT
<br />t IRON
<br />G,AT O•RNpTM EMUMwtr
<br />wwienu NOF D.) LULL
<br />aNieB A.'ar]7Tkr nlYagoiRAL wuNeEA
<br />VISIT EGALMIOJ8161S
<br />RLRS]'3:M_C.WCs
<br />lira
<br />4 M1! Ybxrt .id hiA r±.Yaxl!r'il
<br />v .rrlacv--
<br />��
<br />7 1�.i��M�1lW,R� •
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />1 SWaa wawN,aRF ANF MIWwMA,Lowaae aura "Swam imtoftwA" QFa.""
<br />00aor7wYe AT 101`Ix eo*+aM. •aNB. teuFra ura Trl'A, tags[ ND'N[A IR TAtE AeoYEMtt Not
<br />�iw� 2se,YAAn9a+IroM /KMS IS Nr4NIxl0 Ix,alr PAIItL I4NGnI is a,tAtN nab mat Molar war
<br />IIa'sr4cnvF MpurmNc mnaapnap AlYaVR
<br />1 ails dauNEt "WOOD 'Oa ALL BIItDlael W TAaA ARNF. YYNNa f!a ReaUIRS A•4 ACT
<br />i1at Y�ta161CTal��� M.tM Np NmgYr aTRC"aOI SM� YD rYatA AaOrM MP,rNI[i
<br />FAfiaeAS • LIS aP f.3S O.C.
<br />3 'ANR9 M•!•4N M• MMeaIM NSIrIG OYR U7 d T,Ia OFmdMI. tq W BDTrON 40Y11.6 to
<br />arBgtla /rat oFrYl +r1 raWbalw t101NY,ING fl3pat1ip151Crax W tfa9EMAIA'IPIK
<br />O • ' I���L«filL�3I6�3�L77�i)7..TLeI13
<br />I
<br />'Ills NNSTA,LW
<br />IIYIMWN
<br />I r t• 9s. sTaRW
<br />' NNII
<br />I
<br />I
<br />C" 4 o AMM
<br />aw iAy N o n•
<br />20-315
<br />,t1e0a MAIRM6
<br />"'CleatT+ai, a FALR
<br />APw A41ACTM TO
<br />MOPTIONAL EGRESS PANEL DETAIL
<br />m INTERit7tl FASTENING
<br />1411
<br />-2.230-b.{�0.-9'44` 0 Ti1�i -1 1/a Ip pluua
<br />�." 4• G '�,'�125' '. 0.75C' �AEhi, �� �� 3PJai0. rp.625- � QN
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<br />SHEET NO.
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<br />1.5.
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