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<br />SECTION UI a ALTORRMINIME EZ1W ON SHEET 18)
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<br />(END PANES) (TNTERDR PANEL) (INTERIOR PANEL) i (INTERIOR PANED (END PANEL) I I MAN
<br />SEE MOTES 2. 3, 4 I SEE NOTES 2, 3, 4
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<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM M
<br />N]
<br />SECTION A -A
<br />IYt3NHelHunNW
<br />SCALE: 3/32'- 1 • a�iYLE'.P {1. T)(i/T'"''•6.
<br />ENGINEERING
<br />ENOINEERINO EXPRErsl3�
<br />PRODUCT EVALUATION REPORT
<br />Septembe,15,202(1
<br />&90=bon Number. 17869.1-R2
<br />EX Project Number 20-31543
<br />Product Moruledlaer: AN American Shutter and Glass
<br />MslWfsdwerAddress.'. 154E Dorms Road
<br />Wand Palm Beach, FL 33409
<br />Product Ns ns 6 Desmlptlon: 2408GWvwdnd StW Storm Panel
<br />Large Missile Impact ResN1eM
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being Issued In accordance wNh tie requirameMs Mow Florida
<br />Dspen inam M awns; and PPrdenansl Regolwlon (Florlds Swift Commission) Ruie Chapter
<br />61 G20-3.00S. F.A.C., for siatwMds Wince per Mslh➢d 1(c). The product nested above has been
<br />tested wWw evaluated es surtsTwdud herein to show compliencs with the FIRMS Soft Code
<br />Seventh EMM (2020) and Is. for Dui purpose (Mended, at least aqulvaerd to that required by pw Code.
<br />Re-4vaiwtlon of tNs productsleq be required following peAment Florida BWMft Code ffwMcWAom or
<br />revlalaw.
<br />Substantiating Data:
<br />EX drawing f120.31643 OW '24ga G"Usid Steel Storm Panels WHZ 6 Nan44IR1Z)•, sheets 1.5.
<br />prepared by Enghwerhng Express, signed 3 styled by Frank Bemlardo. P.E. is an Integral part of BIs
<br />Evaluion Report.
<br />UnNorm static structural perlormena has been tested In accordance with TAS 202 test standards par tens
<br />report(s) OBT•ASO-17-M by lilsdaraler Testing, Inc.
<br />Large miwle impect resistance and gait loading perbmwnce has been tested In accordance wm TAB
<br />201 and TAB 203 test slumdrEk per test report(s) 9BT-AST-17-001 by Sl cil ester Testing. Inc.
<br />Structural engineering Calculations have been prepared WNNch evaluator Ow product band on
<br />conpaeBve and/or ralonsi anayaw to tivaly 1W following design cdlens:
<br />1. Melimism Allowable, Spans
<br />2. Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />C Anchor Spacing
<br />160 SW 121M AVENUE SUITE 106, DEERFIELD BEACH, FLORSOA 33442
<br />(954) 334-0660 1(066) 396.9999
<br />TEAMOENG INEFRI No EXPRESS. CON
<br />E NSIN6Ea: NG EXPRESS. COM
<br />Is LAST PANELQ TO BE INSTALLED AT EACH OPENING SMALL ALWAYS 6E
<br />FRONDED W/ REM MANGLE TO FACRITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />N(I1) ' E-Z HANG STORY PAVEL SYSTEM
<br />C NSISTING TLI PM + C-1. TRACKS TOP 4 BOTTOM,
<br />(2). END PANELS SLNLL ALWf 8E CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STEW BM SMALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4"6-20Y3/4' M.S.W/ 7/6'60/32" WING
<br />NUT OR 1/4'6Y3/4' Min THUMBSCREW INTO TAPPED BOTTOM/RACK. LOCATION C FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL
<br />i(4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.s, A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SIMLL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK WY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VALID FOR WAND
<br />SPEED UP TO t70 -Ph.
<br />ENGINEERING
<br />y Page 2 of 2
<br />All American Shancts and Class - 24ga Galvanized Sted Storm Panels
<br />No 33% increase In slowatle stress has been Used In the design M this product.
<br />Sgwaom from olaft Is not r"Wred for Installations outside of who Pone 4 and essential bdlRias.
<br />Impact Resistance:
<br />Large Impact Resistance has been dem orwtraled Be evidenced In previously listed feat r3porgs), and Is
<br />accounted for M the enpinsennp design of this product.
<br />Mnd Load Resistance
<br />This product has been designed to tassel: Wind loads as indeed in tie span schedWAs) on red
<br />respective Product Evakelon Document 0,e, anghwraft drawing).
<br />installation
<br />This product SMI be (nNaled In SM eomplance With N6 respective Product EVBNlalon Do iaTent (ke
<br />engiresdrp cirrift), a" with all components noted therein.
<br />Product osmporwnts MO be of the material spectled In that products respective Product Evaladbn
<br />Down" (I.e. snain erkg drawkv).
<br />Umftdons & Conditions of Use:
<br />Use M ilk product shall be In Old accordance wNh the respective Product Evalualon Document 0.*.
<br />woneedng driNvIrig) as rioted herein
<br />All suRPortin9 host structures sha0 be designed to to" ate aupenmp➢esd toads and shell be of a material
<br />Mated in ties products respective anchor sdwdWe. HOW Structure comillions which are not accounted for
<br />in We product's respective anchor sch duls shah be designed for on a &U spsdk basis by a registered
<br />profassicna( engineer.
<br />Ni components whid1 are permanently hwfaled sMti be protected against corrosen. cordani.Won. and
<br />Other such damage at an Sates.
<br />THIS product has been designed for use vNONit and outside the High Velocity HUr k=* Zone (HVHZ).
<br />Respectfully.
<br />Frank Bernardo, PE
<br />EmaiwEERl &PREi6a
<br />#PE0046549ICert. Auth,9885
<br />160 SW 121" AVENUE SUITE 306, DEERPIEw BEACH, F10Rt➢A 33442
<br />1 954) 354-0660 1(666) 396-9999
<br />TEA"* ENOItIet RING EXp RE55, COM
<br />ERe1NSERINGEKPRESS.COM
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<br />INSTALLATION DETAILS FOR SERIES 20DO E-Z HANG STORM PANEL Ct)
<br />INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
<br />, 4'p TMCON
<br />CONCRETE BLOCK ANCHOR . ,r D.C.
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<br />1/4.6 TA/CON �` 14p1' HEX IfM TEK AOOp HE{ IaAO TEN
<br />SDRR'„j/4P1gN ' � OF ,a/a• FROM
<br />ANCHOR • 12' D.C. a IEDIMIED
<br />-1`tC9Y1 EDGE 1rJ
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<br />ro GLASS,f AWIMW FOP pps'n s ro 1a/145. I i /ALUYNRN POP
<br />r�A/LSS-"1 t2lAS4 MET1 1 1 wVEi
<br />PANES LENGTH f la~a eDAn - 1 _ J ..J. i-..-- ._.. _ __.- _ ._. _.T PANEL LENGTH W
<br />1 1 aw� a I
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<br />P 1 XTK1H- _1/4� SOS
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<br />TA'CON ANCHOR
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<br />1/4-0 TAPGON TRfG MUREC 1 { ;i t 2'W' WOOD
<br />ANCHOR a 12' O.0 .. - !tA K'Ak1E OIL ', �) _ Tux
<br />- CONCRETE BLOCK .. _._-i",.,--1-_. t kvum G
<br />REQUIRED. '
<br />sfanow 121 11 E21W
<br />SCALE 3/8-l' SCALE 3/8-1`
<br />k1H
<br />��� vGEll kgf ° z
<br />g FLOMDA BUILDING CODE Non HiO Velocity Nu me Zom
<br />' * MO N. PANEL. LENGTH � . 44 •®^ TM1'r•• •� ••
<br />1. INSTALLATION ME ONLY VAUD FOR MAX. A.S.D. DESIGN SHALL 2'-6• * :- * : !' 24 GAGE GALVANIZED STEEL STORM PANEL �{-*,.
<br />PRESSURE RATING +/- 40.0 P•s.I. AND 6'-0' MAX = •q' STATE �--� �� �'' elP INC 8�• PROiECT10N PRODUCTS U.C.074,V/Rm6
<br />Y Dim
<br />9
<br />PANEL LENGTH. f .10E 1s $1 imm
<br />333
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 00," 10RL0 .. 2t7 Y6 ]tea R •. sa le.n tll•6a A lYt• sac n. Auto 20-175
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<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Sr MM,..,ra .N«R" wlDra (PHM/R-TN6. tE6pw-+mT
<br />DENSITY OF OM OR EOURL, frINRg atom N
<br />WLR14 In 14 w i/
<br />rig 1
<br />ALL AM ERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NOWHVHZj
<br />t1PTIC4YAl fc"-A TIFCH
<br />aCCTb wren WASHFItED
<br />WINGNUTS FASTEN®'F
<br />t1VERlAPS O MIDSPAN (LISP
<br />APPROPRIATE SPAN TABLE)
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<br />AS REEQ'D
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<br />(LOCATION MAY VARY)
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<br />(COIN TYPE
<br />AS PEQ'D)
<br />Borfam MOU14T (67
<br />TYPE AS JiCQ* )
<br />IIneK
<br />(SPAN. BELOW
<br />OBSTRUCTION)
<br />PANELS MAY BE wrcHED*s RT4111LRED,
<br />PACMDED THAT CDNNfY_7MNS AND
<br />OPITCNALX"-ZD STITCH
<br />BOLTS WTTM WASHERED
<br />ANCHORS.ARE WW WfutH SATISFY
<br />SPANS ABOYEa BELOW OffiTRIJCT10N.
<br />WINGNUTS FASTENED
<br />OVERLAPS 0 RD"" Lust
<br />4PPROPRIATEVANTABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 NT,S.
<br />EFVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 G'AIKIF PANELS
<br />MINIMUM S TORM L PARATIONFRpN GLASS
<br />PANE 9E
<br />NVI IME 4 a MUNTUU frux
<br />1 WINO 6, fT1E5)
<br />I
<br />INS1AlU/IONS lEi9 00TALIATION56REA,ER
<br />r
<br />THAN 30' ABOVE GRADE MAM 30' ABOVE C]A0.0E
<br />MAXIMUM €
<br />DESIGN ALLOWABLE
<br />PRESSURE `
<br />IMF)E SPAN IImAFI
<br />1300M
<br />6661n
<br />2.161n
<br />90 as .%
<br />two M
<br />•7.0 130D In
<br />6 M
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<br />155.. 1066x ._
<br />C06In
<br />6.06M
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<br />__i136
<br />2.164.
<br />},16M
<br />735M '
<br />609M
<br />2S3M
<br />+74h 593M
<br />6.I1M
<br />2.71M
<br />•I-70 36A0
<br />6, t2M
<br />N-7I 1 27DIn
<br />&Ilk,
<br />29aM
<br />SPAN 5Lt1EDULE NUTE5:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />OESIGN LOAD a PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />1 UM
<br />SPAT. SCNEIIA6 6 ACCEPTABLE FOR USE Y41TN
<br />POSITIVE LOADS LESS THAN OR 10"I. TO
<br />NEGATIVE DESIGN LOADS.
<br />2. "PANEi ARE U IN
<br />FASTENERS" ALL STUDS USED
<br />CONJUNCTION UCKN ALL MOUNTING EXTRUSIONS
<br />6,2'Ib
<br />(*r-TRACK. $TUGGED AN0.E. ETA USE UES
<br />O.C, PANEL FASTENER EA SPACING TABU: VALUES FOR
<br />ALL'li"- AND'V"•HEADERS (INCLUOtNG BUILD OUT
<br />CONDITIONS),
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD,
<br />GLASS SEPARATION NOTES:
<br />L. ENTER, SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED-
<br />2, SCHEDULE IS REQUIRED FDA USE WITH POSITIVE Umos ONLY,
<br />INTERPOLATION sErWEEN LOADS IS ACCEPTABLE. OTHEIrMSE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACIUTIES IN ASIN WIND ZONES I THROUGH 3. THE (LASS SEPARATION
<br />SCHEDULE IS NOT RMUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPINING is ABOVOKED.
<br />MAXIMUM ALLOWABLE IT
<br />DESIGN PRESSURES:
<br />AS NOTM IN DESIGN
<br />DESIGN NOTES: 50""DuLF5
<br />POSITIVEAIYD
<br />FOR S St.H NEGATNt QT8LE5w11%r1NED PER D SWtTT)05'StSINq 45(„S OWU WEE;WWTI�Tryp�THE
<br />Ty��pp��pIPN�D�COROAIE� 7Aa L7SSW
<br />-THE BUHDI CODELL BE CHA IMAM
<br />➢�1T} E I�7y NEGATIVE DESIGN
<br />' U UPAX7IIY�YALU EES LISTED HERRNfOR ANY
<br />aLr 15 SHOWN.
<br />GENERAL NOTES:
<br />I. THIS SPECIFICATION Ni BEEN DESIGNED AND SMALL BE FMR➢CATED IN
<br />ISBN USED IN THE
<br />now"
<br />RRFON "
<br />A Df51d1 WHICH
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<br />ON MAXIMUM TESTED
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<br />OUNTED VERTICALLY OR
<br />I SHALL sfi INRIDDI Q TD
<br />ILLCOW"AM ANCNORS PER
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<br />4AL Coom a Fwro
<br />NO ADDITIONAL
<br />So.
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<br />DETAIL
<br />M
<br />INTERIOR FASTENING
<br />1�
<br />v
<br />2,240" 0,094. 990' 27 �1I• 'Mr �"
<br />.. DD6D' 1 �91p YlUY% IY
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<br />- D�694" r �,125' B:09A:, >E }�1,, � 11 I oat
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<br />06 1"E,Q62•. �1 T-o.lis^ 2,000^ I ■■
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<br />ANCHOR SPACING SCHEDULE:
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<br />rvwNl II ItM3UY 41
<br />46
<br />62
<br />12
<br />4217
<br />'11.29'
<br />*221
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<br />9i"
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<br />9
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<br />62!'
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<br />12 D 46" 4.S'
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<br />' 1 a:21"
<br />11 a 1D
<br />T'" C L'•
<br />6.21'
<br />10 T 41" .0"
<br />4
<br />61
<br />tut
<br />1 4.T 4 IA23'
<br />7" 6
<br />Sal' d," 0"
<br />3" 41'
<br />6.25"
<br />2 •
<br />107 4.1' 4.0'
<br />193 4 3" 41R"
<br />I r4" W ITV' MKIII 3s
<br />ALL P00(T960u0 art 41
<br />49
<br />52
<br />7z
<br />1`
<br />SILT' Ice AXAV, i2.5"
<br />Id 0' 9 I'
<br />E.5'
<br />13 B" T" A.
<br />12.5
<br />31.r A3- Its".
<br />a6A' 7,B' 02'
<br />5 12,•'
<br />12.5'
<br />too
<br />Sf o' 9. 7.g., -- 1Z.5"
<br />ifi.0 7.7" b.2"
<br />125'•
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<br />12.5'
<br />ISO, 9.4
<br />1117' 7_T"
<br />a2" 21
<br />16.0" T.T' '
<br />12 S"
<br />I1D 7,1" 6.2".
<br />.I J)M• Own 33
<br />IrlwNl MYr p- 41
<br />48
<br />52
<br />72
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<br />i6,M 6.4'
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<br />12
<br />13.4" S.2'
<br />4e' 6
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<br />6: '
<br />11 4,4
<br />4
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<br />1,9. 6.24'
<br />13" a2s"
<br />D2" 3,5
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<br />615
<br />91" 36• 3,1"
<br />9.2" 33• 33"
<br />214, Mw DISTANCE
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<br />1SD' 61"
<br />129'.
<br />1 /➢ 34a" DR.
<br />12 r
<br />3 0" 16
<br />71.r ' 1z
<br />16.0"
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<br />32.5'
<br />0 7' 6.0"
<br />t1 1"
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<br />9•- i . '
<br />L 2
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<br />isol.
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<br />M 711,
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<br />S'�'
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<br />3 11.7' Ji- "
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<br />l6.d' 111
<br />a 1 12
<br />160'
<br />87' S.6•
<br />22,5'
<br />Sfi 9"7 S.S.
<br />A
<br />11,5"
<br />L15
<br />1i 5
<br />160" ILO
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<br />7 D" 12 5'
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<br />16 ➢' iR• ia"
<br />.0' $6.. S.N'
<br />1Ji'i l•Ila• DaRD 93
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<br />140' -12,..
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<br />5.0' ILA'
<br />fi 1 ,0" Sa S"
<br />16." Q.V.9.1"
<br />12.5'
<br />12.5'
<br />.S'
<br />16.
<br />16041
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<br />9a
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<br />49' 6,T9'
<br />12 i
<br />ANCHOR NOTES:
<br />L ANCHOR SCHEDULE APPLIn TOALLPROOtKr;i CE3RTIFIEDHEREM, BUTONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAATMUM ALLOWABLE SPAANS AND PRESSURES INDICATED
<br />INSFAN6E21EDULE9EVLLLh PPLY,
<br />11"
<br />OON
<br />1 ENTF0.ANCVHR TYPE. SE ECT OSS GN LOAD
<br />L FASTENER SPACING, THE EX O NEG TIVE DEURE
<br />MATERIAL, B A R ANDYPE. SELECT OW LOAD N CITE E MALT OR ENTER TDNAMECE DESTGN
<br />1lWO ON BHIUTTER JUNO SBLECT5AAN G(16ATER THAN OR E•OUAETD SMUREK SPAN.SFI.ELT
<br />CONNECTION TYPE B,M.4ED ON APPRWXAT£ MOUNTING CONDMON (SEE MOUNTING DETAILS ON
<br />SHrfT2FQR.IRENTIFIGMTIIXJCIFOONJECtiTYPE]].
<br />4. "PANEL PANYENERS' ARE STU05 USED IN IN LOW f3RCtION WITH ALl MdUNTiNNG PATRUSIONS
<br />-TAAIX L3D6D l! ETC Efl25'O,C P LFASTF ERSUNIQNG TABLE AWIi'S FOR
<br />ALL
<br />ALL bTU ANS .] B6 ANE N V
<br />'N"-ANO •uSMALL E (S,�UDING ACCODVTwrmglau5)
<br />A ANCHORS SMALL BE IMSTAILEpTM ACCORDANCE WRM MANUFACTNRFRS' RECDMNENIOA'ITONs,
<br />S• W1LLAW BL01Xl FIDBT STWKTURESNM l CONFURM TD ASTM CW KOM
<br />6. ND = QNT SNIVEL lF Ab.NOTQi I AN R SLHRDUL4
<br />7 MINIMUM EMBEDMENT AND BDGEfl WTANCE E7LCLl1DE5 STUCCO, FOAM, BRUCX, AND OTHER WALL.
<br />FINISHES WALL FINISHES SHALL BE LiMfT1EOTD 11N' MNINCIR SHALL BE yE0.[PIaD BY DTHFAS TO
<br />ADQn.' EA S D HHLN 5BEE.
<br />%OED TO UNC37DED LX,
<br />9, WHERE EXIST]NGSTRlR7UREffi WOOD FlN.AHNG, EjOSTINIi C'OtNOITTONffi MAY VARY, f[ELD
<br />VHuFY T'YWT}7ySTENERSAREIMOADEQUATEN100DFIW4INO NEM6Htfi.NOFPLYWOOD, FASTEN940
<br />TO PLYWOOD 15 ACCEPTABLE MY FOR SIDE CLOSURE M86,
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD IRAMW6, FASTENEKSHALL BE LOCATED IN
<br />CENTE0. OF NDMWLL Y X 4' (MIN.) WOOD STUO ()4E"" EDGE DISTANCETS ACCEPTABLE FOR WOOD
<br />AM FRING), WOOD STUDSHAIL BE'SOUTHEM W G-O.SS ORQREAT92 DENSITY, LAB SCREW
<br />SHAD. PAVE PHIL IPS PAN HEAD OR HER HEAD,
<br />It. REMOVASLE A"C HORS ARE. DEWALT PANELMATE, AU -POINTS SCUD -SET a GRASS SUSHINa
<br />L2. MA04NESMEM SHALL HAVE 1(2' MINIMUM ENGAGEMENT OF THMOS INTO THE WE
<br />ANCHOR AND -WAY HAVE EITHER A PAN HENO, TRESS HEAD Oft WAFER HEAD (SIDEWALK ISHE U-M.O-
<br />l3. NB'DMUM ®4aWMBJT AND EDGE DISTANCE EIIC W DE/S STIICLC3OR OTNER MALL FINISHES.
<br />14' 10 DESIGNATES ANCHOR CONDITIONS WHiCtt ARE NOT ACCEPTABLE USES,
<br />15. DIRECT MOUNTING MNMTXM-
<br />LB. LINEAR INTERPcL9nDN LS MOr PIRMTrTED F67R USE WITH THE ANUCk SCHEEDULUST8119N
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