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<br />(SEE
<br />NOTE 1)
<br />*-- . 6 _,O 6 o 6 -T -I
<br />A
<br />AT 2 PER7
<br />(ryp)
<br />IW1
<br />(INTERIOR PANEL) ill R R PANEL) (it PANEL) (END PANEL) MAXI
<br />I (END PAWL) (I . f I I I
<br />SEE NOTES 2. 3. 4 1 SET NOTES 7. 4 a,
<br />EL ULNOT,
<br />4/ 40.0 P..0
<br />at
<br />IS
<br />sox
<br />L j L1_1_LJ
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<br />--(SET UCTOk tZI at ALTTIHNATIVE 121W 04 SKET 18)
<br />E11/18,
<br />EZ1W/I&
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (1) SYSTEM
<br /> .1- ..
<br />MAIL GAP SECTION A -A jilluff"o
<br />TIJ ft,
<br />SCALE, 3/32--l'
<br />tENGINEERING
<br />I e_ � I
<br />ENGINKERING EXPREsso
<br />PRODUCT Ev^Luxnam RePoRT
<br />Sepharnber 15. 20M
<br />Application Number 170H.1 - R2
<br />FX Frood Numbior 2D-311543
<br />Product Merrulecturer All Anterician Shuftors and Gim
<br />MwtubdwerAcidrom 150 Dams Rood
<br />WINE Palm B"oh. FL 33409
<br />ProducilthammADescription; 24pGaliminized8famiSlontriPsnals
<br />Lamom, MMOto Impact Remelitharil
<br />Scope of &011"on:
<br />This Product Evaluation Report Is beling Waved In accordmincir with the requirements of Me Florida
<br />Department of bulmem and Pmhmoww Rio"On (Fbrws Building Comernalon) Rule Chapter
<br />610120-3.011)11, ' F.A.C.. for sholewide acceptance pot Method ll(d)� The Product o above has bell
<br />WSW andlor wagu*od a samilimmirized hortan to show compignince with the FWAs Building Code
<br />Saverith EdMon (2020) and It. for the purpose Intionclod, at k*M squivelent to HUM. tactuirtrall by the Code
<br />Rill-evelustion of this proclud " be requilvad follit" pintarmint Florldim Buildint; Code mWficsftm or
<br />rovwwm,
<br />SubstaftWnq OM:
<br />. PRODLICTEVALLL4kTWNDOCUMEWS
<br />EX driativing #20-31643 dW 124gs Quithancred Meet Storm Panels JHVHZ a Non440C)', thootmi 1-5,
<br />prepared blf EngirtmentrV Express. Signed & walocl by Pm* Remardo. P.E. is an integral part of this
<br />Evalualm Report
<br />- TEST PJEFCM
<br />Unhartin Mft structural porlarmancs has bw tomad In scoordstrom with TA3 202 tell standards pot test
<br />haped(m) OBT-ASO-il-001 by BWck~ Tooft, Inc.
<br />Large means, Irnpact resistance and cydc loading performance has been WM*d Irk accordance vAh TAS
<br />201 and TAB 203 test stimichudis W tell napoil(s) TINIT-ASO-1 7-001 tel Blactowitiat Tooft� Inc.
<br />Structural anglinsimiling cskukftm have been prepared which Evolusaft the product based an
<br />omperstival andfor national strudy" to quality the following doson criteria:
<br />1. maximum Allow" Opens
<br />2. Minimum Allow" Spons
<br />3. Minimum Glen Separation
<br />4. Anchor Specino
<br />160 SW 12" Av1*06 SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (066) 396-9999
<br />TtAm09%atNtiRiNGExPRrss. C a,,
<br />tiorytissitINGEXPI116S.Com
<br />LAST PANEL(3) TO K INSTALLED At EACH OPENING $HALL ALWAYS OF
<br />Pft0NMEO W/ REM HANDLE TO FACILITATE WALLATION IF INTENDIED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE I
<br />NOTES
<br />(1). �-Z HANG STORM PANEL SYSTEM
<br />Ift . ColrIt. TRACK$ TOP At 9OTTOW
<br />C Inno
<br />(2), END CONNECTED TO BOTTOM TRACK
<br />OTHEIM", = arSt'iALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST Or 1/4-It2Ox3/4m M.S ill/ 7/8*00/32' WING
<br />NVT OR 1/ 3/4
<br />LCIC�A;N (; Min, THUMBSCREW INTO TAPPED BOTTOM
<br />MOCK, FASTENERS MAY BE AT ["HER OF IWO
<br />EXTERIOR FIAT FLANGES OF END PANEL.
<br />(A). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (,'a, A STOP BAIR IS ONLY USED AT TOP) AT tEAST TWO
<br />PANELS SHAU, BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />0401rAITO ON NOTE IN SUCH CASE, CONNEC71ON OF
<br />PANELS TO 90TTON WIr.41 OCCUR AT ANY PANEL LOCATION
<br />t INSTALLATIONS ONL 7V FOR WIND
<br />SPEED UP TO 170 .P�hD7
<br />CODE
<br />ENGINEERING
<br />Pap 2 of 2
<br />All American Shuttvro; and Glass, - 24ge Galvanized Stod Stonn Panels
<br />No 33% Increase In allowable *"u has been used In the demon of this product.
<br />Separation horn glazing is not required for outside of whind tone 4 and MNOW ft"os,
<br />IMPad ReWttance:
<br />Larp Impact Roodarmn has been demonstrated as evidenced In previously NOW test reporgs). and In
<br />sommurded for inthearolnooft mg althisproduat.
<br />fflnd Load RaWsWce
<br />ThIs pro" tin own designed to iniall Wind leads n Irdcoted in the %pan schadukil an the
<br />halpsall" Proctid Evaluation, Docurnerl P.m. orolneeft drorwhilit).
<br />1,71111194"011111
<br />This product strall be Onsb*W in said compliance with As respome Product Evaluation occurnorit 0 0,
<br />aroliviering drowing), along with all components noted fiNHeki.
<br />Fftduct components shmfi be of the ~4d specified in that product's respective Product Evehumbort
<br />Document Os. woriestring drowilro).
<br />Umftfions & Condidom of Un.
<br />Use of this product sluill be in shict accordance with the respective Product Evaluation Document Ps,
<br />engineering drewlto) n noted hainslit
<br />All supporling host structurse mW be designed to resdat all superimposed beft and OW be of a mOwisi
<br />Need in this product's roopecg" anchor I , ule. How structure cwdftm which we nal socourilied felt
<br />fit this product's respective anchor schedule Ash be designed for an a afte4peolft brals by a rallidwed
<br />praft0onsf singirreer.
<br />All components which are permerier" IrWAbd shag be protected so" cormalort. and
<br />~ much damage at alf Win.
<br />This product has been demorted for in* within and ouhmidw flum HWh Velocity Hurrime Zone (HVMZ).
<br />Rampectfully..
<br />Frank Bencriardo. PE
<br />EillauslaRthe ExprivEsism
<br />6PEOW549 I Con Auth. 9885
<br />240 SW 12'" AVENUE SUITE 106, DINRITILD BEACH, PiontoA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />T9AII9EN4lRI!tRINOEXPKffII6.CO#4
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<br />INSTALLATION
<br />INTO
<br />DETAILS FOR
<br />POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z
<br />BLOCK
<br />HANG STORM PANEL
<br />AND WOOD STRUCTURES
<br />CONCIIM DU=
<br />REOL"M.
<br />WWN
<br />ANICHOR It 12, DC,
<br />"/4�O IAPCDN
<br />HEX WAD TD(
<br />__P4h1' HER HEAD TEK
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<br />EDGE OF
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<br />pa
<br />TO CLASS
<br />;/Is
<br />ALUM14M POP
<br />I.
<br />EXIST) OPINIAXION
<br />In GLASS
<br />POP
<br />RNET
<br />CLAW
<br />RIVIFT
<br />VA)L
<br />PAtin LENGTH
<br />..........
<br />a
<br />r-or
<br />PA141EL LFWTH
<br />IT.
<br />I I' Noll,
<br />To GLASS.
<br />01
<br />Ift
<br />To OLASS,
<br />Tiexemscrtfw
<br />OF V
<br />wx 1
<br />OF V
<br />0
<br />Eb.
<br />VAIL
<br />4 V4-0 INAcomi Amoicift
<br />0 12' D.C.
<br />1/4-0 TAP -CON
<br />ANCHOR 0 12- 6CC.
<br />ED
<br />1� ' 2'.4* W000
<br />]PLATE
<br />COW -am KOCK
<br />mmm
<br />nectwo
<br />SCALE 3/8- 1
<br />SCALE 3/a-i'
<br />111M. MIN. PANEL LENGTH
<br />I. INSTALLATION ARE ONLY VAUD FOR MAX, A.S.D DESIGN SHAU K 2'-G*
<br />RESSuRE RATM +/- 40.0 p.*, I. AND 8*-C* MAX
<br />P PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />0.4
<br />S T An
<br />I
<br />FLORIDA BUILDING CODE (Watt NWh Val"Ity Nu ne, Zone)
<br />Value weac, Inc. F.P.
<br />24 GAIGE MVANM STUL STORM PA14EL cum 11"
<br />T-r-aDBAL muam PRwums. ujr.
<br />z .401 &W. 6 saw
<br />MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC
<br />...tog%
<br />......
<br />I
<br />V
<br />Z M-7-5
<br />DWIL rt sail.
<br />AVV& W,
<br />20-175
<br />DENSITY OF 0.55 OR EOUAL.
<br />i
<br />DRIVING ft,
<br />vALTV, A,
<br />I A . I I
<br />,. " ul
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />=N)
<br />TOP MOUNT (CONN-
<br />TYPE AS REQ'D)
<br />qOTTOM MOUNT
<br />(CORN TYPE AS
<br />REQ'D)
<br />MAY N AT TOP, - _�
<br />TOP MOUNT
<br />AS
<br />REVD)
<br />rlMOUNT
<br />(CONN TYFE
<br />AS RiiCI-D)
<br />=OWMItcria
<br />ILOCATION F
<br />Borm3m PoUW (Com-/ CF
<br />g.,
<br />"M AS am-D)
<br />PANELS MAY BE wr-"Eb,%S REQUIRED, CPTlONALR,...2D gTrrcm
<br />Pit
<br />,CIA Ow THAT CONNECTIONS NO BOLTS W WASHIREP
<br />ANCHORS Am LSEp wWCH SAAry VVINO NUTS FASTENeD 0
<br />SPANS ABOVE I RELOW OVISILAPS 0 MIDSPAN (USE
<br />4PPROPPIATEVAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />t-2-*% (NOTCHED PANELS)
<br />NTA. ELEVATICH
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL S&PARAHON, fROM QLAJ6
<br />I"VK4, WIND XWE 4
<br />& 0.11KIIIIIA1 fACKI (ILS)
<br />MAIDMUM
<br />DINGN ALLOWALILF
<br />INSTALLATIONS LESS
<br />INSTALLA"ONSGREATER
<br />"Eatiall
<br />jSPANjtlYN,.I
<br />THAIN13WASOVIEGRAlIal
<br />YKARJO-AlICIVIGRADE
<br />1-40
<br />130jaw
<br />606.
<br />216.
<br />ImaN,
<br />6,06 .
<br />1.160
<br />Inv ol
<br />6.06 1,
<br />J.161.
<br />6.111.
<br />2.72 V,
<br />LOAD & FAMIL FASTENED SPACING TO
<br />rMNINE MAXIMUM ALLOWASUF STORM PANEL
<br />kh. SCHEDULE 15 ACCEPTABLE I= USE WIT"
<br />IATM LOADS LESS THAN OR EQUAL TO
<br />SArIVE DESIGN LOAM.
<br />I "PANEL PASIANOW ARE STUDS USED IN
<br />NJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />`TWK. SIVOM ANGLE, ETC.). use 6.21,
<br />PA14M FASTENER SPACING TAKE VALUES MD
<br />W- AND"Ur-H
<br />mn C n,
<br />I
<br />ky VAAY)
<br />Alp*
<br />I IV
<br />4;�:
<br />4 115,
<br />MAXIMUM ALLOWABLE
<br />'f c,,t;
<br />41
<br />DESIGN PRESSURES'
<br />F�-,__NOT-IN CiE_11GNj
<br />DESD N NO ES: EIIEDLIIE�S
<br />1) N 93
<br />USE S r I ED
<br />IN It, it THE
<br />4-
<br />NG A H A ER
<br />I OF BUM G C LSE AA
<br />0 E T D15 GN
<br />4
<br />0111
<br />P UPI ES LISTED 1A FOR ANY
<br />.9
<br />ASSEMBLY AS 04MOWN.
<br />0
<br />GENERAL NOTES;
<br />.DRUM" A2,1" "'Ur, ".1161wohs =Z1, IN
<br />LOVE IFIN111011 A &I 1, 6 OF - "ACT
<br />'"20I.M.ARD 01 STPROMW=SMAINNIV TE
<br />at Al
<br />0
<br />VIISIT
<br />;TMpav WABLE SPAN SCHEDULE
<br />iASIMENUSEDINTHS
<br />N
<br />sKKA!5&=NsxLe
<br />To
<br />OTHM 0 WHICH
<br />W
<br />kc;21q.
<br />a ALA. le ad= n,
<br />a
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<br />CA,
<br />CODES.
<br />%Ll7tUA&L,oL1ALlTY
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<br />ETEANCHOUPER
<br />AD ITIONAL
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<br />Afto!" NOLINTINGLICHINIVAII-ADOW
<br />0^00V VOUN11W. cow."Ifts, ANVIVU) 141�110% " GLI" 5lVl,I a Pa, VC7.11 I
<br />A 'Am" A-ft V Na- a& OUL"I - o,t-
<br />a a 7 QV CIS' 0.1
<br />NIV3 ktVA P..L Ill, �saW - VU-IlVi lWAVITION lklQVIA, 1. I�M QAAVAW-
<br />0 111W ONAL INTERIOR FASTENING DETAIL
<br />Pei
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<br />Uj
<br />�3. � "V W DNA WAf
<br />wo W W, VA"~
<br />M. INJ WA
<br />(Cft� a, "a'
<br />k1a. ew* YULE awlY 1. AIK�
<br />PAW VJACVF TO
<br />AL EGRESS PANEL DUMIA
<br />FASTENthl G
<br />UP
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<br />43cr ro Us.
<br />0
<br />_11,93a Limr= E_ 37941
<br />L Typ
<br />4010-
<br />1410"
<br />N-Z
<br />3 11110" MAX .31
<br />I a" .0.36's. .,. . -, , ;. 3.37W
<br />12 SM, PANEL wvlwr_� OA79" 55' 0.190, r an 250, rh
<br />T
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<br />378"
<br />k o7 1,0 R141' a D
<br />0.211,
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<br />A" MAX`� WANIFLOLORINI PI;Ax
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<br />MAX. 1%
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<br />EMIRD
<br />ANCHOR SPACING SCHEDULE*
<br />24G$,ilGEFAf*LS.PANILFWP.fYCRSO%I!rOC.
<br />2.S" Mile OWANCIF
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<br />40
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<br />ANCHOR NOTES:
<br />I PHICHORSCHEOULE APPLIES TO 06LL PRODUCTS ONICTIFIED HEA1111, BUTONLYPROVIDEN
<br />"'All UIANCHORSFACING, MAXIMUM AULOWANNIESPANS AND PRESSURES INDICATED
<br />I N SKqLL APPLY
<br />A INTEPLANC1109 SCHIMLI LE BASED ON PANEL fASIENE R SPACING. 7 HE EXISTING STRU rURE
<br />L
<br />=A1
<br />jHCIR TYPE. SELECT DWGNM"ITI�IIIIAltIWR THAN OR ALTO"NATIVE DE4EGN
<br />R AND SELECT $PAN GOOT OR ALTO SK:& SPAIIISBACT
<br />ON "PE INSED ON APPROPRIATE MOUNTING OONCITTLON t8fE MOUNTING DETAILS ON
<br />SHE 2 A
<br />3. 'PANLLPASTENEW ARE MOB USED IN NLTION WITH A4 MOUIMNQ INTRUSIONS
<br />f'r�TRACX,STUaDSDANr&f,1TC.I L*E&23"O.0 PANEL FASTENER SPACING TABLE VAUAS FOR
<br />ALL *'- AND 'U in NG, BUILDOUT CONDMO45)
<br />Ct! IN Ace
<br />4 ANCHORS ;X=VA D DROANCE WITH 014MUFACTUILIRS'RECOMR&NDATIONS,
<br />9.
<br />, WHERE FRIST1140 STRUCTURE IS WOOD FRANIING, E)IIS71 NIS CONDITIONS MAY VARY. RELD
<br />,i.Fy THATFASTENeM, ARE INTO ADMUPTC WOW rRAM1NG MEMBERS, NOT PLYWOOD. FASTENING
<br />7C, PLYWOOD 4S ACCEPTABLE ONLY I" $11DIF CLOrAJ RJ! 11115CM. ,
<br />to WHeRt ANCHOR$ FASTEN TO NARROW WE OF 91 UD PRAMINIII, AASnNIOL SHALL at LOCATED Ull
<br />CE N T E It OF N OMI NX 2' X 4 A (MI hl� I W 00 D ST U DJYE". EDG E DIS T ArN C M"TIMAICEN'STrArla E F OR WOO D
<br />FRAMING). WOODSTUD - a 'SOIJrHERLN G-O.SS OR A D V� LA% SCREW
<br />SHALL HAVE PMWPS PAR HEAD OR HEX W-5b,
<br />It REMCIVASLE ANCHORS ARE- OVWALT PANtL1409, ALL -POINTS SOUD-W & BRASS OUSHINO
<br />12. MAC+qNE`SCREV& SMALL HAVE! Irl"MINIMUM ENGAGEMENT OF THREADS INTO THIF PASE
<br />ANCHOR AND wAY, HAVE EITHER A PAN DMI) I N,O
<br />III. MINUMUM ENK-WENT AND EDGE MT04�TPO'l".IHLIUWIIRI�z��WZ)46sI
<br />14. Ir DESIGNATES ANCHOR ODNEYETTOIS WHICH ARE NOT AOCEPTARLE U11E$,
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