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EZ1/te,
<br />EZ1 W/18 ANCHORS
<br />71 15EE SECT" EZ1 ai ALTERNATIVE EZIW ON SHEET Se) ---`'
<br />3' MO. --j3` Max..
<br />I" Man. ,T Mn [
<br />��,•}, SEE
<br />09 (SEE NOTE z) 11 I w {
<br />I E 2}
<br />EN �.. Ij2Y
<br />-•, - 3/fa"m ALwRNUM :
<br />OF 7
<br />LAST PANEL Q'TO BE INSTALLED AT EACH OPENING SHALT:. ALWAYS BE
<br />a i PROVIDED W/ REAR HA14 TO FACUiATE INSULATION IF INTENDED
<br />GENSTALL
<br />I I : TO SE IED FROM INSIDE OF STRUCTURE.
<br />J )-
<br />-- - 'r'""t-"Y: I - .- -r-r--r-r^-}r.- "r-..r�--,•--r-••-.-- .�.--,--±._._I--*-:-. i i` f i1),. pL]N 1.Q.N OF 5€gpe4 20DD. E-a HANG STORM PANEL SYSTEM
<br />(CNU PAtNEL) (INTERIOR PANEL) (INTERIOR PANEL) (M4TERKTtR PANEL) i (END PANEL) f f MAK• CONSI NC OF PANEL "r Cunt_ TRACKS T13P & BOTTOM.
<br />SEE NOTES 2. , .4 I i I
<br />1 f [ ! SEE fJp1E5 F, 8, 4 i v-1w %^3. END PANELS SNAd,.i ALw6:35 BE CONNECTED TO BOi'!pM TRACK
<br />OTHERWISE, A STOP B#a'Sli TALL BE PROVIDED AT TOR OF SUCH
<br />I i I t f f PANr�,E P PANELS.
<br />�.... i , k * .f.1..,.: 40.0 p.4.}.
<br />. 1 1 " � 1 _... 1 i � 1. (3). IF END PANELS ARE CONNECTED TO BOrrOM TRACK, CONNECTION
<br />� It
<br />:P j I SHALL CONSIST OF 1/4 o Dx3fi` M.S. W/ 7/8 dk3i32' WING
<br />a� (Ili
<br />i ti i EO PANELS W/ t/4R-7Oa1 3 NUT Ok 1/4"ez3/i Mn. THUMBSCREW INTO TAPPED BOTTOM
<br />I i ;
<br />I + 1 i {SEE sEC7roN tlAPPucxa'�) €XTERroR FIATfA OVERLAP pFLANGES OF END PANEL.N OF FAMNERS MAY A7 E(Tt-tER O€ TWO
<br />ti
<br />1
<br />_ _. _, ._ `_• - t -. .,._ _ !-_ .I i"__ x LI I_�_ -i' 1J - .
<br />- (4)IN ME THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />t T __ _. : _ .._.._ _ _ MAX ' TRACK ((.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST Two
<br />i i i � I. PANELS SHALL BE 'CONNECTED TO BOTTOM TRACK USING SPECS
<br />" D 1' INDICATED ON MOTE {3) ABOV%': IN SUCH CASE, CONNECTION OF
<br />JJ- 1 1 t L3 JJALIJ j_L G )JJI_LJ1 'LL 1�1L1 J 1 t 1 J 11 L L1J 1-,t ---w-_ .__..._i PANELS TO BOTTOM TnACa tdA OCCUR A9 ANY PANEL LOCATION.
<br />J` MNx. �. SEE NCnE i _._.w <• I 3" Nax L.:
<br />1• Wn... _SEA ,_-ri x,.,/t0 1• Wn t INSTALLATIONS ONLY VALID FOR WIND
<br />3 -ND Q)NOTE
<br />3 SPEFD UP TO 170 m.p,h,
<br />ANC44ORS
<br />'. .- (SEE SECTION EYI g ALTERNATIVE ExIW ON SHEET is)
<br />EZt/18x
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<br />SCALE: 3/32"=l"
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<br />W.,24 GGE GALVANIZED STEEL STORM PANEL Fw.fr
<br />- `=`v"'•� JZ19aD
<br />mGLOBAL PROTECTION PRODJCTS, I.I.C.
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<br />ENGINEERING
<br />E:Ni31NEER1N13 EXPRESSO
<br />PRODUCT EVALUATION REPORT
<br />September 15. 202D
<br />o Number. -
<br />1Dat! n IbB -R2
<br />Application
<br />t0-3 e.)
<br />EX Project Number; 2(1.31543
<br />Product Manufacturer Ali An erican Shutters and class
<br />Manufacturer Addresser IS40 Daum Road
<br />West Palm Beach, FL 33409
<br />Product Name'8 Description: 24ga Galvanized Steet Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report' is tieing issued In accordance with the requirements of the Flodda
<br />Department of Business and Professional Regulation (FloridaSuildnig Commission) Rule Chapter
<br />61G203.g05, F.A.C., for statewide acceptance per Method 1(d). The product noted shove has been
<br />tasted andlat evaluated as summarized herein to show compliance with the Florida Bliddhv Coda
<br />Seventh Edition (2020) and is, tot the purpose Intended, at lest equivalent to that required by the Code.
<br />Re•evalualloh ofDUs product shag be required following pertinent FWdde Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />a PRODUCT. EVALUATION DOCUMENTS
<br />EX drawing #2031543 gged'24ga Galvanized Steel Storm Panels (1'NHZ & Non-HYHZ)".. sheets 1-5,
<br />prepared by Engineering Express, signed & seated by Frank Bernardo, P•E, is an integral part of this
<br />Evaluation Report.
<br />TEST REPORTS
<br />LJtlifdrltl Mahn sttuctuntl perforri ance has been tested in acconlence with TAS 202 test standards pet test
<br />rwpod(s) *BT.ASG:17.001 by Blackwater Testing, Inc,
<br />Large missile impact resistance and cycle loading pertbrmonba has been tested In accordance with TAB
<br />201 and TAS 203 test standards per test rapDrt(s) #BT-ASG-17-001 by Blackwatet Testing. Inc.
<br />STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />Comparative andror rational analysisto quality the following design entena:
<br />1- Maximum Allow" Spans
<br />2, Minimum Allowable Spans
<br />3, Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 1211 A)7ENUE SUITE 106, DEERFIELD BEACH, FLORIDA: 33442
<br />(954) 354.0660 1(866) 396-9999
<br />TEAM ENGINEERINGENPRESS.COr4
<br />ENGINEERING EXPRESS CUM
<br />ENGINEERING
<br />Page 2 Uf
<br />All American Shutters and Glass; -24ga Galvanized Steel Storm Panels
<br />No 33% increase In allowable stress has been used In the design of this. product.
<br />Separation from glazing is not required for ImtallationsDutside of wind zone 4 and essential facilities,
<br />Impact Resistance:
<br />wr e Impact Resistance been e b evidenced Inpreviouslyto 7 o a Ts
<br />Im Rest fan has rid coons atadas nGadlsted test d rid
<br />La(a
<br />ilted for in the engineering design of this product. )
<br />Wind Load Resistance
<br />This product has been designed to raslst wind loads as indicated in the span schadule(s)-on: the
<br />respective Product Evaluation Document fi,e, a nee
<br />rig drawl
<br />rig),
<br />installation
<br />This product shall be Installed Instdol compliance with gs respective Product Evaluation Document 0,0.
<br />engineering drawing), along With all components noted therein.
<br />Product Components shall be of the msterial specified In that product's respective Product Evaluation
<br />decuarrent (i.e- engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product. Evaluation Document (Ler
<br />engineering drawing) as noted herein,
<br />Ali supporting host structures shag be designed to resist all superimposed loads and shag be of a material
<br />Mod fin Inds product's respective anchor schedule, Host structure conditions wbloh are net accounted for
<br />In this product's respective anchor schedule shall be designed for on a sRe•speeft basis by a registered
<br />profossional engineer.
<br />All components which are peomanotly Installed shall be protected against cormlon, confamination.and
<br />other such damage at as Omes.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />A�B�-tt�,lly"
<br />y .
<br />xT°j,ss 6 .
<br />Fwk Sonnardo. LSE
<br />ENGINEERING:ExPREsSle
<br />4PE0046549 I Cart. Audi. 9895
<br />16D SW 12T" AVENDE SUITE 106., DEERFtELD BEACH, FLaRrDA 33442
<br />(954) 354-0660 1(866) 396.9999
<br />TEAN'@ENGINEERING'ExPxrss.cOM
<br />ENGINEERINGE,y'PRESS,C(IM
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<br />INSTALLATION T - N, STORM EANEL
<br />INTO PORED CONCRETE, CREX BLOCK Aril? WOOD STRUCTEURE5
<br />tmwc ParRtED 1<;
<br />!`... ANCHOR 0 12
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<br />1/4•e TAPCC•N i I{ $ x4� WOOD
<br />`C'NCRErEPOURED
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<br />r REOUIRED
<br />CONCRETE BLACK., Ly , .:
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<br />WALL NO NTINQ W�ALpLNi�N�O/ti�NTING
<br />SECTION Eli AI133i117 '•Sa• €2W
<br />SCALE 3/8=1" SCALE 3/8=1'
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<br />FLOM BUILDING COD! Non High VafocT NMrNUene Zono)
<br />MIN. PANEL LENGTH a a 4. 441 s mma T1LFLnK1. M 24 GAGE GALVANIZED STEEL StEIR#1 PANEL rr,
<br />t INSTALLATION ARE ONLY VALID FOR MAX- A.S.D. DESIGN SMALL BE 2'-6•----
<br />PRESSURE RATING +/- 40.0 p,s,f. AND 6"--C' MAX STATE 0 �K�r BTJv/maB
<br />PANEL LENGTH. '� - I� C O me GLOBAL PROTECTION PROOIJCTS. LLC. mre
<br />- +wa s.w: s, srnm
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD,c(If(1oTu1,IaT ncsnao c Ann
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<br />MEMBERS TO BE SOUTHERN PINE No 3, W/ SPECIFIC fi ""•'• 11 i Aa,.. ms.ara.r 4ri-•a1 $-QW--04"Ns3-n-A FIX' (as•KNo-e-rex
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<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
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<br />PANEL.$. MAY BENQTCH Eb ASiR flDIKED. ".r l+{3111.'!'+ 2TF5'I1TCH
<br />Pgbur DEd THAT CONNECr14iN5 AND BOLTS S^(.ITWRSNER€P
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<br />`.sPANsABOVE4bELi3VhDB6T3ltIC.'T]ON, : OVER'AM(
<br />41PR1WV1ALL#7M1VAN TAs i
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<br />NOTCHED PANELS
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 FIAtkr- PAN EIS
<br />MtNlMUASrORAPANEL SEPARATi0NFROM GLASS
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<br />r L NCHQ ED LE APPLIES DALLP UCT&CEO FIEb HEREIN BUTO LO ID A RAH 4 R T p rr H N Y-PR U E,
<br />RA E . N.
<br />MA$[HUM ALLOWABLE SPACIN6�M'XMU�t ALtOBLE6 5 P s5 INDGTEO
<br />4 A I - WA PAN. i1NO RE .LOPS I A
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<br />2 ENTERANMOR SCHEDULE BASED 3N PANEL FASTENER SPACING, THE E1'ISTi7VG STRUGTLIFLE
<br />MATERIAL, &:.ANCHOR TYPE: SriECT.DES GN LOAD GREATER THAN On E12LIALTQNEGATIVE DESIGN
<br />LOAdO ER AND SELECT SPAN GREATER H. LTO' UTTER SPA 5 N SH1JT'r T R T AN DR EGUA SN fR M, ELECT
<br />CONNECI'IOId T;'PE SEOON A1mRWRLfTf MOU GCOND ON. SEE M1iOUNT1NG DETAI SON
<br />SHEF(7FORtDFAIITFICATION OF GC1NyC3irION TYPE , ITk (... ... - L.
<br />77
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<br />T A 1 STENER LING ALE VALUES FO
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<br />4 AN " HALL E SN5 • 1 '� : W H U .. E 5 -. HE A O
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<br />O L ONFORM TO ASTM C4r} g OCK,
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<br />6 MUM EM M 'T.S LL NO HIIN ANCHOR EDUCE MINIMUM tt1;D EN.. HA BT T N 0 SCH cH
<br />MaJIM BEM A D AN DES STUC th1A R AN nTHER -:-LL FINISHES iNALLFiN35H E5SHALL aE LrN1'GE7©lf4"j'043Ft3R5HALLaEEp�IF.tED 6Y'DTHFRS Ttl
<br />TRANSFER Li30.t$TO HOSTSTRUCrURE-
<br />B CONCRETE ANCHCNLS NOTED HEREIPi:SHALLBE EM86DDED TO UNvtRA- kED OGNORErE DNLk.
<br />9 wHEREfxI5TDOG$ITGICTURE IS W€70D FRAMING; E)FtSTING CON15IifANSMAY VARY, FLEW
<br />VERIPf THATFRSTPNE)?5 PLR€ INTOA J5WATE MOOD-fRAMING MEMBF&S, NC}T PLYWOOD. FASTENING
<br />Tor ACCEPTABLE ONLY FOR SIDE CLOSU PIECE5,
<br />!0, wMEItE ANCHORS FASTEN TO FACE STUD FRAMING, F TE itSHAtL eELOGATEDtN T Na Gs A;r NE _
<br />CENTER OF - NOMINAL i" MIN ODDSTUD ;(r' EDF - CE- 5 - E WOOD
<br />FOR U
<br />f- t 9 W
<br />FNOM x w" G- OR.0 7 R DENSITY.
<br />FRAMING), wOpD STUD SHALL BE'SOUTNEftNpIIN E"4=055OR6RF.ATER DENSFFY; LAG SCREW SHALL f{AVE'PEaLLIPS PAM HEAD OR MqCHEAD
<br />1L REMOVABLE ANC11op5 ARE DEWALT PANELMATEI ALL•POINr5 $oL[P5ETB GRASS BUSHINr,
<br />L2 MAtI-MNE'SC EWS : ALL HAVE 1 IMUM EN6 E T OF D I T HE` ASE
<br />R FFr AGEM N TN 5 N MZN REA O 6 (� T
<br />ANCHOR PAP MY HAVE ETT.HER A PAN HEAD, TRt155 HEAD, OR WAFER NE2{D (sIPEwAr-K BbL'T) U.M:O.
<br />13 MIN MI M.EMaEbMENT'ANR EDGE[ii5FANCE ExC(ITSES STUCCflb1LOTNER WALL F3NISHES.
<br />i4 Htaa DESIGNATES ANCHOR CONO,EfLOrgS%WHICH ARE NOTADCEFTAHLE OR ES, IS.
<br />c DIRECT M1IDUNTINGFDN MGT P 5_
<br />ifi LINEAR INTERPOLATION IS NOr pERM1TTEDFCiR Ii9E WITH THE {1NCi'iORS©-IEDULES LdSTEa"JN
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<br />54
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<br />9.3"
<br />125
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<br />9
<br />95
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<br />iCD
<br />Cn
<br />i
<br />-+--a
<br />r/ /
<br />\V
<br />0
<br />0
<br />C:L
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<br />U
<br />O
<br />L�
<br />U
<br />W
<br />LLJ
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />n
<br />SHEET NO.
<br />SH
<br />1.5
<br />
|