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<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL d)SYSTEM (f )
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<br />* LAST PµELO TO BE INSTALLED AT EACH OPENING SMALL ALWAYS OF
<br />PROVIDED W REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INST ED FROM INSIDE OF STRUCTURE
<br />tING WOE _ZgpD: E-Z HANG STORM PANEL SYSTEM
<br />IS + Coot. TRACKS TOP Sr BOTTOM.
<br />(i)• PANELSEND ECTED TO HOtIOM IRAGN
<br />OTHERWISEA STOP BAR (1) SHALL BESHALL ALWqS BE PROVIDED AT TOP OFF SUCH
<br />PANELS.
<br />(3). R FIND PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHAD. CONSIST OF 1/4'e-20.3/4" M.S. W/ 7/6'e0/37' WING
<br />NO OR 1/4'ex3/4" NIA. THUMBSCREW INTO TAPPED BOTTOM
<br />tRACN. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR MT FLANGES OF END PANEL.
<br />(4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I,•. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWC
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE, IN SUCH CASE, CONNECTION OF
<br />PANELS /0 BOTTON K MAY OCCUR AT µY PµEI LOCATION
<br />t INSIALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 re.0m.
<br />SECTION A -A Y lNllaTA !il My�
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<br />ENE3INEERINr3 EXPRESS*
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Application Number jZ86g.1 - R2
<br />EX Project Number 20-315,43
<br />Product Manufacturer All American Shatters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Patm Beach FL 13409
<br />Product Name & Description- 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resiatant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Prolasslonal Regulation (Florida Building Commission) Rule Chapter
<br />61 G20-3 DOS. F A C , for statewide acceptance per Method I (d) The product noted above has been
<br />tested and/or evaluated As summarized herein to show compliance with the Floods Building Code
<br />Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code
<br />Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />• PRODUCT EVALUATION DOCUMENTS
<br />EX drawing a20-31543 DUed'24ga Galvanized Steel Storm Panels (HVHZ & Non+IVHZ)'. sheets 1-5.
<br />prepared by Engineering Express. signed & sealed by Frank Bennafdo P E Is an Integral part of this
<br />Evaluation Report
<br />. TEST REPORTS
<br />Unit,, in
<br />static structural performance has been Iogied in accordance with TAS 202 test standards per test
<br />report(s) OBT-ASG-17-001 by Blackwatei Testing Inc
<br />Large Ie ralle Impact resistance and cyclic leading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test report(s) OBT ASG 17-001 by Bfackw/ter Testing, Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evahlale the product based on
<br />comparative and/or rational analysis t0 qualify the following design collme
<br />1 Maximum Allowable Spans
<br />2 Minimum ANowable Spare
<br />3 Minimum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 12" AVENVE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAMOEMGINE EAIN GE%PREsS.CON
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<br />.ORAL PROTECTION PRODUCTS, LLC.
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<br />All ,\mcrican Sht lei. and Gloss -'4ga Gal%anized Stec9 Stunn Panels
<br />No 33% increase in allowatie stress has been used In the design of this product
<br />Separation from glazing Is not required for Installations outside of wind zone 4 and essential facddles
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previously ASled lost,oport(s), and is
<br />accounted (of In the engineering design of this product
<br />Wind Load Resistance
<br />This product ties been designed t0 resist wind loads as indicated in the span schedule($) Do the
<br />Iespective Product Evaluation Document (i e. ongmeafing drawing).
<br />installation
<br />This product shall be Installed III strict compliance with Its respective Product Evaluation Document (I e
<br />engineering drawing) along with all components noted therein.
<br />Product components shall he of the material specified In that product s respective Product EvaluaUnn
<br />Document (I.a engineering drawing)
<br />Limitations & Conditions of Use:
<br />Use of this product SPIa11 be in sUlct accordance with the respective Product Evaluation Document (i a
<br />engineenrg drawing) as noted herein
<br />r I r 'hall M! of o material
<br />All supporting host slructurea shell b0 designed 10 rasiat all Superimposed loads and b
<br />listed in this product's lespective anchor schedule. Host structure conditions which are not accounted Ton
<br />in (Ills product's respective anchor schedule shelf be designed to on a site -specific basis by a registered
<br />professional engineer
<br />All components which ere permanently Installed shah be protected against corrosion. contamination and
<br />other such damage at all times
<br />This product has been designed lot use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />Frank Bennardo,PE
<br />ENGINEERING EXPRESS10
<br />tiPF4046S49 I Cert Audi 9885
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLOAJDA 33442
<br />(954) 354-0660 1(866)396.9999
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL J.
<br />INTO QQSI�ED�O REI E�9.N �Q�K AND WOOD STRUCTURES
<br />EXISTING. POURED
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<br />WALL MOUNTING
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<br />11(S O MIN. PANEL LENGTH = 0, 441 R]om *an[w Pc r r
<br />* 24 CAGE GALVANIZED STEEL STORM PANELn/ aI11�. m
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SMALL BE 2'-6 z.k' III
<br />PRESSURE RATING +/- 40.0 SO. µD B'-0" MA% , STATE OF-- GLOBAL PROTECTION PRODUCTS, LLy, p1/17/1a],
<br />PANEL LENGTH. sy" •._ ,- I L E C O I O C in
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<br />MAXIMUM ALLOWABLE Ft.,*
<br />DESIGN PRESSURES:
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />Yf
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<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULE$
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<br />WIDTH UNUMITED
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<br />7. THE ARCHITECT/ENGINEER OF RECORD POR THE PROJECT
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<br />SUN! IWCTIIRE W1TH WHICH THIS DeaI4N fl USEDSMALL BE AMPON5161f
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<br />PRESSURES DIVIDED Of A 2.5 SAFETY FACTOR.
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<br />ARE NOT PCRNTTTph AND DNIALIOATeT THIS CERTVII GTIOM
<br />ABELEEpp A M1M a4UM Of LABEL
<br />QQ
<br />R
<br />l�•!
<br />G LMeX
<br />{ B❑iTOM MOUNT (COItlNSPANLOW
<br />t TIPPER AS AMIC)
<br />11. PANELS SHALL BE PERMANENTLY WSTH (l)
<br />PCR !VERY 2.0 FEET CONTIONiNGTHF FOLLOYYINGINFORMATION!
<br />ALFL5 AAV. Ali SH VTpp77(LLERS AN D GLASS
<br />Re
<br />,1
<br />OBSTRUCTION)
<br />�T(�ALJG.' b'iITCM
<br />1PWRr�O,)4'
<br />' aMNAR �
<br />PANELS MAY BE NCJfCMED AS 0.EQ{1IRED. 2D
<br />BOLTS WIT WASHEREO
<br />K ? APPROVAL NVNNR
<br />PROVIDED THAT CONNECTIOX$ AND
<br />ANCHORS, ARE Ub):D WHICH SATISFY WING NUTS FASTENED O
<br />20-31543
<br />-
<br />SPANS ABOVE BELOW DESTRUCTION, OVOLLAPS O MIDSPAN (USE
<br />APPROPRIATE$PAN TABLE)
<br />VISIT ECALC.I01371643 ■ $`�
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />ELEVATION
<br />Pit 1nCR r
<br />«eT
<br />W04NRxnA11•wT1AM•,4<PIYI••elawncm
<br />4
<br />ALLOWABLE PANEL SPAN &GLASS
<br />SEPARATION SCHEDULE:
<br />29 GAUCd PAMMS
<br />PA P TIO LRPIaA IIAI STORM N[l SE ARA f ROM 4LASS N
<br />n L ESSENTIAL FAO1.1T1 ptIRO. NINE 2DIIF 4 RI
<br />I MAx•il� T- _
<br />aNa4 AVOW AINE
<br />1 I TAl 9GIIHTER
<br />M$3r 1101Es TEST NS U11ON
<br />FRES1LRIf SPAN llmu)
<br />TITAN 90'ADOVE GRADE IIIAN 90' ABOVE GRADE
<br />�
<br />Ali
<br />Air
<br />&APM__- I 2.161n
<br />446111
<br />�_
<br />N•4a 13oDM
<br />81161n 1"16M _
<br />-i.16MP
<br />.Its _{ 190D M,
<br />606.
<br />•1 sc I 1.IU.IIm
<br />1, 06,n ;.i6M
<br />•7S 1(W 61n
<br />aORm 1.3SN
<br />PAN SCiitUULt NU I tb:
<br />DESIENT SPAN SCN WITH NEGATIVE
<br />TIVE
<br />GN CORD 8 PANELFASTEpER SPACING TO
<br />CETER..MINE MAXIMUM ALLOWABLE STORM PANE
<br />SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />N E DESIGN LOADS.
<br />2 ' N
<br />'P FASTENERS' 4R N
<br />2 NCTIE STIRS USED 1
<br />CONJUNCTION WITH ALL ANGLE.
<br />E MOUNTING EXTRUSIONS
<br />("F^-TRACR. FASTENER
<br />ANGCIN ETC.). USE 6,25"
<br />O.C. PANEL D *U'-HEA SPACING TABLE VALUES FOR
<br />ALL •H"• µD'U'•H@ApEAb (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
<br />1 EN TEA SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO OFTERMINE
<br />MINIMUM ►LLOWAOU SEPARATION FROM THE OPENING TO Of PROTECTED_
<br />2, SCHEDULE 7S REQUIRED FOR USE WITN POStTtVV LOADS ONLY
<br />T T , NERWISE USE NOT H1HIGHERHIGHERINTERPOLATIONINTERPOLATION BETWEEN LOADS 15 ACCEPTABLE O
<br />OAD
<br />7 FOR INSTALLATIONS OUTSIDE OF TYME HVH2 AND OUTSIDE OF ESSENTIAL
<br />CIL FAITIES IN &SIN WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT RC•QUIPFD AND N0 MINIMUM SEPARATION FROM THE
<br />PROTE[TED OPENING 15 R UIRED
<br />rMr Leal. A 1nENn
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />T -
<br />OP MOUNT
<br />r
<br />r
<br />B
<br />as
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<br />4
<br />'IE H.WIr
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<br />22-
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<br />0'
<br />1 D
<br />I Jr
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<br />25'
<br />22"
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<br />(I"
<br />2r
<br />2r
<br />2T
<br />a A v- HN.•«
<br />0,
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<br />2 r
<br />2r
<br />0
<br />2r
<br />7r
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<br />27 '
<br />2'
<br />3"
<br />Zr23"
<br />3 1'
<br />11'
<br />ID'
<br />2T'
<br />7m
<br />11'
<br />77'
<br />5�
<br />kbW "F tr•cA
<br />4'
<br />74'
<br />2 r
<br />48.
<br />40'
<br />20'
<br />.c
<br />.4"
<br />46'
<br />77
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<br />1'
<br />25"
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<br />40'
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<br />20-31543
<br />ealvat MNcNa•e
<br />Hau"uwuo: apulmNaEuTMCEDA
<br />PANEPl iYflZPlL 14L ''
<br />w000 AMANW, SelaNG TAME •IN7•
<br />ANK, ADWIM ILA
<br />(eY'd PANeo,
<br />OPTIONAL EGRESS PANEL DETAIL
<br />' M
<br />iNTC�ING
<br />& �I
<br />2.290° DA9e 2 990
<br />22 ^w•ruux L. :.
<br />2.2�". 0,750' p 1�i x i b P' ]uF u. r-0 $29,
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<br />i:35 �I Zia, - --I 2 &, 0,0" W° 250" -4 2'0ori, J 2.D00" I-' rrP Ji
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<br />44 I 3. 380"MAX .117 0.3T8" 0.313, 0��1 ,. N�k�G
<br />•� -••l S6D` S10 is
<br />1.S1 1.560 L r 0,366" rJg 0 4 D.179"
<br />I D.179•� 4D.��s` l L $ss � 4.�:
<br />12.5DO"PANEL COVERAGE 0L I_14.875" PANEL LEN 'FTf-T Ica F's .SSO'OSD-a_0.0�` T�0090" �U Ito' .3DS'
<br />grY.tivu 0.215" 4.11 a0.133" !n
<br />�.1E0-d1T Y T11AEN �„Y iRAOR �^^��_ .......SIP' ,-..., 0.09f1"�C�+ ar' 1 o x aJ
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<br />v'DO'n'LIJ'-V:.[ U4CAT0
<br />1 1A00" _ I. MI,7 N, •I, Ip,"1au r%T ]y, ,l/1
<br />OVERLAP
<br />4" MAX. /,.�\ Cpa1ER C10N1PF DFTALL i ��•2S" MAX. r v
<br />V O.1BB"T m: MAX, �`�^Y/y/��il-.•tirc:ui.onvA::
<br />nde O-'rOWlLLM riIMIIIlATYI IrL'r
<br />66).1"a1
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<br />Ip'/114 de1A'G:I
<br />a 'peE+l�1 =r Se6,lid-�:R PaIxAN.•r0• MI, rJ 11 8E f
<br />OVERLAP uw. 3927 ERW
<br />( /,'-�'AIAlwE.: 4•. MAN nu a1N1131.00114MU yp.gly 6
<br />'2s• MAX. TEJ Nr.E •,l 1.5D(r
<br />d w1x1►1AT WMMI.T« N' ,r .: MIN
<br />nit Yoe \\ lIi'.9 W. a:'I•dI ! g [ G •yt
<br />:vhyu a E14 1.500' LJk Mi ur MAlt 1U,1 C��
<br />rwA-RA•PY4 i'fYx 4" MAX MIN. a u•SrIY WI N n'.rT] wN-•' Y SI
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<br />20-31543
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS. PANEL FASTENERS O 12 5" O C.
<br />2.5" EDRIGEDESTA14CP
<br />j
<br />]�
<br />MAX A`A f
<br />fUlCl,aa' nlGtl/aY
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<br />12
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<br />9.2' 3. J" 3.3"
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<br />22.4- G' ? _
<br />All PI IINIMAXMT Air
<br />2. $"
<br />15.4" T,9" S.0" 0. S'
<br />]i.1'
<br />4.7" .0 6.25
<br />12.3 4•r' 4,U"
<br />IYODO Aesiust 40
<br />1 -s'
<br />fA, 53" 4.7" i. tf
<br />321'
<br />4.7" ID" 6t3
<br />4.r AO
<br />Jr r6i�W 62
<br />62T'
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<br />121"
<br />4I" ♦l]" 6.2T'
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<br />T EE'�NA 12
<br />ANCHOR NOTES:
<br />F
<br />l ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS (}ATI LED HERE IN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE
<br />IE ANCHOR SPACING, MAXIMUM ALLOWABLE &*A$ AND PRESSURES INDICATED
<br />N SPAN 5Ct U I 5 STALL APPLY.
<br />2 EMF0. ANCHOR 561®ULE &0.4E0 ON PAWL FASTENER SPACING, THE EXISTING STRUCTIIRf
<br />MATERIAL, & ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DeSIGN
<br />LOGO ON SMVnek AND SELECT SPAN GREATER THAN OR FQUAL TO SHUTTER 5Pµ.SE•L"
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION tSEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDEATIFICArION OF CONNECTION TYPED.
<br />DEN UNC7 GN WITH MOUNTING EXTRUSIONS
<br />"PANE FASTENERS" ARE STUDS USF fY1W 1 ALL 3 L
<br />' C I F NER 5 CING TABLE ALOES FOR
<br />_TRACK, STUDDED L( ETC USE 6 O PANEL WITH
<br />PA 4 T ANG )
<br />"-µ 'U'-HE DER$ (INCLUDING ANORIONS
<br />ALL "IH D A (iTALL IN )
<br />4 RMCM00.5 SIHPl.I BE IN57ALLED IN RrtgRf]ANCE WITH MANUFACTL KERB' RECPMNENl74YIt7AE.
<br />5. HOLLOW OLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C99 BLACK,
<br />6MINIMUM EMS"" BE AS NOTED IN ANCHOR SCHEDULE,
<br />7 MINIMUM WeEDNMT AND P15GI 013TANCE' EXCLUDES STUCCO, FOAM, BRICK• AND OTHER WALL
<br />FINISHES WALL FINISHES SHALL BE UWTEOTO t/4" MAX OR SHALL Ol VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />a CONCRETE AN04ORS NOTED HEREIN SHALL BE EMBEDDED TO UN•CKAC*D CONCRETE ONLY
<br />9, WHERE EXIB111RIG STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />VERIF THAT FASTENERS ARE iNTOADEQUATE WOOD FRAMING MEMBt326, NOT PLYWOOD, PASTMINO
<br />TO PLYWOOD 15 ACCEPTABLE ONLY MR SIDE CLOSURE PIECES,
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN
<br />CENTER Cf NOMINAL T" X 4' (NUN.) W000 STUD (' ' EDGE DIbTANCE 7S ACCEPTABLE FOP. WOOD
<br />FRAMING) WOOD STUD SHALL OF-.GUrHERN DINNE" G.O,SS ORGREATEA DENSITY, LAG SCREW
<br />SMALL HAVE PIDLLIPS PAN HEAD OR HEX HEAD.
<br />LI. REMOVABLE ANCHOR°i ARE. DEWALT PANFL6WTE, ALL-POWTS SOLID -SET & bRA56 BUSHING
<br />L2. MACHINE SCREWS SMALL HAVE 1/2• MINIMUM ENGAGLMENT OF THREAD$ INTO THE BASE
<br />ANCHOR AND MAY HAVE PTTMEP A PAN HEAD, TRUSS MEAD, CM WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />13. MIMMVM BASEDMEN7 AND EDGE WSTANCEEXCLUDE•S STUCCO OR OTHER WALL FINISHES
<br />14� M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />LS * DIRECT MOUNTENG CERNINTIONy
<br />L6 UNEAFt INTERPOLATION iS Mar PERMITTED FOR USE WITH THE ANCHOR Sc: HFUULE5 LISTED ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1.5
<br />
|