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a
<br />0
<br />W
<br />It
<br />-WEZIWIIB
<br />ANC RS
<br />------(SEE SECTION IT a, ILTERNATNE IIW ON SHEET Is) -
<br />(SEE
<br />4)(SEE NOTE 2) _1�"NGVE 2)
<br />sms.
<br />qW, LAST PANITtQ TO BE INSALLED AT EACH OPERING SIiHoL ALWAYS OF.
<br />PROVIDED W/ REAR HANDLE 10 I'ACIUTATEE NSTALIATIDN IF INTENDED
<br />�5? T 70 BE INSTALLE5 FROM INSIDE Or STRUCTURE.
<br />I JA� PER
<br />E- Z HANG STORM PA14EL SYSTENI
<br />T -ONSiSTING, OF PANEL 4 Carl TRACKS TOP S07CM
<br />I (ENU FANEL� 114TE INTERIOR PNNEL), ONTERIOR PANEA MAR,
<br />(FND PANEL) I
<br />SEE
<br />NOTES 4 SiEr NOTE S 2, 3. 4 12 1, END , PAN�l S
<br />"S1
<br />M" OTHE BE CONNECTED TO BOITOM TRACK
<br />S
<br />,ND, L, PANII.E. 511i1t, 8E PROVIDED AT rOP fJI SUCH
<br />4 41a n F.I,
<br />(3), IF END PANELS ARE CONNECIED TO BOTTOM TRACK, CORRECTION
<br />T WING
<br />SHAU CONSiS, Of 1/4�V-200/4' M.S. W1
<br />TAPPED
<br />NUT OR 1/4'C.3/4' M11, PUMESr_RE% INTO BOTTOM
<br />S 5 9OLTS W/@ 0 LA. TRACK LOCATION OF FASTENERS MAY BE A' OTHER OF "WO
<br />I -I KAM 1`1
<br />(STE SECTIONS AS AJ_ EXTEMOR ILAT �LANGES Of END PANEL.
<br />50%
<br />'J,
<br />of i4j. JN CASF THAI END PANELS ARE NOT CONNECT ED TO BOTTOM
<br />'4 TRACK (i e� A itf)l BAR iS ONLY USED Al TOP) AT LEAST IWO
<br />PANRS SHALL OF COIi[`CTED TO Sonou TRACK USiNG SPEC.S
<br />'ASE�
<br />-44 1 INDICATED ON NOTE P IN SUOI, C CONNECTION OF
<br />Ir
<br />J_ J_J_1_LjJJ LLjJ_L-L,4JJ LL _44,,:-CL -Iil' PANELS TO BOTTOM OCCUR AT ANY PANEL vOCATION.
<br />----------
<br />-P,6ff _47,
<br />SEE
<br />ISEE W/ t INSTALLATIONS ONLY VALID FOR WIND
<br />,Y)
<br />I- R-0)
<br />`Rfl`C S NOTE
<br />ANCHORS -PEED UP TO 170 .'P.k
<br />SECTION EZI & AITERNAINE E7fW Q�l SIIEI� 18)
<br />1, lw/,,l IB
<br />I219AL ELEVATION FOR SERIES 2009 E-Z HANG STORM PANEL S)LSIEM
<br />SCALE; V32'-I'
<br />zw",km CNERtAP m"', W
<br />*HW VALLEY)
<br />\-/m7 7 'S 77
<br />d
<br />M013C CAP
<br />SECTION A -A MI i
<br />SCALF 3/32"-l'
<br />FLORIDA BUILDING CODE (Man High Volatuy Nor Icons Zone)
<br />'A'm ',f
<br />44167 24 GAGE GALVANIZED STEEL STORM PANEL
<br />L
<br />ZT.IMEC. GLOBAL PROTECTION PRODUCTS, LLC,
<br />SIATE 0 .4 9 .: �
<br />_Z0 ILL. TrIm" A EftrouNg cv� 51
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<br />ENGINEERINC3 EXPRESSO
<br />PRODUCT EVAILUAITION REPORT
<br />September 15, 2020
<br />Application Number'. IyA%J - R2
<br />FX Project Number. a31543
<br />Product Morrulecluief! All Afrunictur Shutters and Glass
<br />Manufactui of Address 1540 Donna Road
<br />Wool Palm Beach, FL 33409
<br />Product Name& DesollptionT 24ga Galvanized Steel Storm Panels
<br />Large Missile impact Resistant
<br />Scope of Evaluation.*
<br />This Product Evaluation Reparlit being Issued in accordance with the requirementsofthe Florida
<br />Department of Business and Professional Regulation (Flodda Building Comarlssuorl) Rule Chapter
<br />61 G20-3.005, F.A,C,. for statewide accolpiance per Method 1(d) The product noted above has been
<br />tested an&or evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition '21020, and is, for the purpose intended, at least equivalent to that required by the Code
<br />R.Valu.,.n of this prodoct $hall be required following perinford Florida Building Code modlications or
<br />revisiorr&
<br />Substantiating Data:
<br />It PRODUCT EVALUATION DOCUMENTS
<br />EX drawing #20-31543 Oiled '24gs Galvanized Steel Shown Panels (HVHZ & Ncer_H�)'� sheets 1-5.
<br />prepared by Engineering Express. signed & seated by Frank Bennordo. PE, is an integral part of this
<br />Evaluation Report.
<br />It TESTREPORTS
<br />Unitann static structural performance has been tostatt in aGootdonce with TAB 202 test standards per test
<br />repod(s) #BT-ASG-1 7,001 by Blackwatef Testing, Inc.
<br />Large missile impact resistance'and cyclic loading performance has been tested In accordance with TAS
<br />201 and TAS 203 teststandards pertest reponis)IIIST-ASO-17-001 by Blackwater Testing, Inc.
<br />. STRQCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative nd/or rational analysis to quality the following design rrfterra�
<br />1. Maximum Allowable Spans
<br />2, Minimum Allowable Spari%
<br />3 Minimum Glass Separation
<br />4, Anchor Spacing
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAMOENGI NEER)h* EXPRESS,COM
<br />ENGtNE11:E i RING3
<br />Page 2 Of 2
<br />All American Shutters, and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% Increase in allmable stress has been used in the design of this product.
<br />Separatron from glazing is not required for Installations outside ofwInd zono4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance, has been demonstrated as Evidenced In previously listed test Tsportrs)� and Is
<br />accounted lay In the engineering design of this product,
<br />Wind Load Resistance
<br />This product has been designed to resist wind loads as indicated in the span schodule(s) On the
<br />respective Product Evaluation Document (i a. engineering drawing),
<br />Installation
<br />This producil shall be Installed in strict compliance with its tespecifte Product Evaluation Document (Ce
<br />sorgurneering drawing), along'with all components noted therein,
<br />Product components shall be of ft material specilled In that product's respective Product Evaluation
<br />Document (Le. engineering drawing).
<br />Limitations & CondWons of Use:
<br />Use of this product shall be In shict accordance with the respective Product Evaluation Document (Le
<br />entitneering drawing) Bs noted herein
<br />All supporting host structures shalt be designed to resist aff superimposed loads and shall be of a material
<br />listed in this product's respective anchor schedule. Host structure candlionsviluch are not accounted for
<br />in this products iespective anchor schedule shall be designed for on a site�specffic basis by a registered
<br />professional engineer.
<br />All components which are Permanently Installed shall be protected against corrosion,contamination. and
<br />other such damage at ail tfrnes�
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ),
<br />It'spectfully.
<br />Frank Bennardo, PE
<br />ENGINEERING ExPREsss'
<br />4PF0046549 I Cent Ault) 9884.
<br />160 SW 121" AvENL)t SUITE 106, DEERFIELD BEACH, FLORIDA 334-42
<br />(9547 354-0660 1 (866) 396-9999
<br />TEAM a0ENc;tNEeRiNGExPRFss, cam
<br />EsGiNEERINGE,IlpRess,com
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<br />W 4 1 lk� M�L:. 20-31543
<br />cwsun B1=Ahr
<br />_J_
<br />1"nA_LLAJJ0N QEJA10 FOR SERIES 2000 E-Z HANG STORM eANEL
<br />INIQ POURED QQN�RETE. QQKREJE BLO!QK ANQ WOOO 5-TRUC-1-UR
<br />EXISTING POURED
<br />i-aNCRETIE on TAPC DN
<br />�1/4*0
<br />CONCRETE BLOCK ANCHOR 0 12' OC_
<br />REQUIRED
<br />ti,4.0 FAPcoN -gT- HEX ?�YAD TEX WOOD HEW, 14.1 REX HEAD TEN
<br />JI
<br />SCREW 0(64 FROM a A,
<br />ANCHOR 0 )2' Go NEDAR,,
<br />EDGE OF EDGE OF
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<br />LIM E To CLASS. --AVLUIMrIN#UM POP
<br />It InT MVET
<br />67-0*
<br />IM, IL MAX
<br />PANEL LENGTH I PANEL LENGTH
<br />A
<br />It -0)
<br />16-SEPAPAIICW NI-20.2'
<br />70 GLASS I sox f
<br />EW
<br />-L'
<br />h To GLASS, 11
<br />or -V
<br />C.
<br />C7! 1/4*0 TAPCEN ANCHOR
<br />OC.
<br />�14-# JARGON
<br />�,; WOOD
<br />ANCHOR * 12 O.C, R:,TJgWDURED 2
<br />Et
<br />OR
<br />CONCRETE BLOCK REDUIRM
<br />REQUIRED.
<br />WALL MOUhMN9 WALL MOUhMM
<br />SECTION EZI ALMHMM EZ1W
<br />SCALE 318=1" SCALE 3/8-l'
<br />EN Se FLORIDA BUILDING CODE (Mon Mlith Velactly No Icon" Uno)
<br />MIN. PANEL JG 4-4 1 TAIM 24 GAGE GALVANIZED STEEL STORM PANEL r�p.
<br />I INSTALLATION ARE ONLY VALID FOR AAAX. A.S.D. PESIGN
<br />STATE 0
<br />PRESSURE RATING +/- 40.0 p,s,f- AND 6'-0 VAX STATEO GLOBAL PROTECTION PRODUCTS, LLC.
<br />PANEL LENGTH- - , / 11LIEC0111111-
<br />'0
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD TRIJI, 'imma, a ERE M�RWCOMPAN�
<br />& VL r, =-
<br />, .
<br />MEMBERS TO BE SOUTHERN FINE No 2, will SPECIFIC FAA. (_rRW_m1 20-175
<br />0 N A L
<br />DENSITY OF 0,55 OR EQUAL,
<br />ALL AMERICAN SHuTrERS AND GLASS '
<br />24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ)
<br />TOP MOUNT (CONN
<br />TYPE AS REQ'D) SeCTITYP.
<br />I N
<br />F,
<br />0OTTOMMOU
<br />(CON N TYPEF Z-J
<br />N 15,
<br />ELEVATION
<br />TOP MCUNT
<br />(CONN T,
<br />(SPAN A13OVE
<br />AS
<br />REQT�,),
<br />B07FOM
<br />UCTION)
<br />(LOCATION MAY VARY
<br />(CONN TYPE
<br />L IHIAS RElb)
<br />BOTTam MOUNT tMNN-/ Lr..F
<br />n PV AS REcTD) r5PAN BELOW
<br />PANELS MAY RENOTCHED AS REQUI"
<br />PROVIDEO THAT CONNEg- Afr) BOLT ltl��12A".NE152'
<br />ANCHO RE USED Wilf VdINGNUTS FASTENED 0
<br />SPANS ARa`C`A OVERLAPS 0 MOSPAN I
<br />4PHROPRIATESPANTAB
<br />VERTICAL MOUNT ELEVATION
<br />(NOTCHED PANELS)
<br />NTS, ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE-
<br />24 GAUGE PANELS
<br />M STORM PANEI.�LPARAIIONIXOM IAAS5r
<br />0WIN. WIND ZONE 4 & ESSENTIAt FACKMES11
<br />MINIMI,
<br />OWGN kLLOWABU INSIALIATIONSoREANA
<br />1 PIAN 3ty ABOVE IRAUE flHAN.10'ABOVEGRAVE
<br />130 D I,, Go';
<br />106 fi,tI 6,08"
<br />83,2..
<br />59 8,� 6,114,
<br />SPAN SCHEDULE NOTES:
<br />1, ENTER SPAIN SCHEDULES WITH NeGATIVE
<br />OM13N LOAD ii PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLESTORM PANEL
<br />SPAK SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />PMTIVE LOADS LESS THAN OF EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. *PANE1, FASTENERS' ARE STUDS USED IN
<br />C014JUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(�F"-TRACX, STUDDED ANGLE. ETC.). USE 5 25'
<br />0, C , PANEL FASTENER SPACING TABLE VALUES FOR
<br />Ail �H I,- AND "U'-HE4DER5 (INCLUDING BUILD OUT
<br />CONDITIONS),
<br />AC CEPTABU� OTHERWISE USE NEXT H, HtALCIAM
<br />I ENTER SPAN SC14MULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />VITF-RPOLATION SETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEX'f HIGHER,
<br />LOAD
<br />3S' FOR INSI ALLATIONS OUTSIDE OF THE HV"Z AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH k THE GLASS SEPARATION
<br />;=S NOTIJOCIU14ABOANED t� MINIMUM SEPARATION FPOM THE
<br />OPEN OG IS IR 0
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />FAS NOTED IN DESIGN
<br />DESIGN NOTES: I "'T'LE5
<br />POSITIVE A IV17 r1QN ALCULAIED
<br />SE Wfr
<br />OWT
<br />,,St WSH;111ES5UR.0
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<br />0 0 VE D� Q
<br />r
<br />r
<br />P URE C VA UE, r I FOR ANY
<br />ASSEMBLY AS S N.
<br />GENERAL NOTES:
<br />05EN USED IN T146
<br />MAXEMUHTESTED
<br />IT 69111 THAI
<br />M . FROM
<br />rIoNAL
<br />5 DOCUMENT
<br />INIMUM PF(I) LABEL
<br />MATION,
<br />$1
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<br />20-31543'
<br />VAm Dvft;aP,=v
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PA14 EL FASTENERS 49 12 5" 0 C
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<br />12.5'
<br />15.4+' 5.9"
<br />6,25"
<br />iLT'
<br />CT' 4.0'
<br />6.25-
<br />L2.5,
<br />J4,2!.
<br />a2v,
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<br />4;7" 4mOg�
<br />1,21"
<br />i�.I' 4 T"
<br />43'� 4m.'
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<br />ANCHOR NOTES:
<br />i, ANCHOR SCHEOU LE APPLIES TO ALL PRaOucTs cERTIF
<br />MAXIMUM ALLOWAK ANCHOR 5PACING� RAXIMUMALLOW1
<br />IN SPAN SCHEDULE SHALL APPLY
<br />A eNTERANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />M r
<br />AT zRlAL.&ANCHDR`rYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />5PAN GAEATER THAN OR EQUALTO SH U TTER SPANS ELECT
<br />PROPRIATE MOU WING CONDITION (OFF MOUNTING DETAILS ON
<br />- CON Em ION TYPE).
<br />'W DS USED IN CON] UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />C 1, USE 6.25" O.0 PANEL FA�FrENERSPACING TABLE VALUES FOR
<br />LUOtNI�SUILDOLIT CONDITIONS)
<br />�Eb IN AccoRDANcE wrrH miNuFAcrutIERs' &EcDmmEmnATroNs,
<br />ICTURtSMLL CONFORM TOA5TM C90 ELOCKT
<br />U-817:0NOTED IN ANCHOR ZCHETOLLEI
<br />EDGE I
<br />HOST STRUCTURE
<br />DHEREIN SRAULRE EMBEDDED TO UN�CRACRED CONCRETE ONLY.
<br />RE 15 WOOD FRAMING, EXIST! NG CONDITIM MAY VARY, FIELD
<br />TOADEQUATE WOOD FRAMING MFMBM, NOT PLYWOOD, FASTENING
<br />LY FOR SIDE CLOSURE PIECE5i
<br />'0 NARWW FACE OF STUD FRAMUNGPASTENER. SMALL BE LOCATED IN
<br />U WOOD STU D (Y4" EGG E DISTANCEIS ACCEPYAELE FOR WOOD
<br />uF.6u rHERm PIN E " G- 0, 55 0 P. GREATER DENS Try. iAr scitiiw
<br />OR HE�( HEAD,
<br />DEWALY PXNEUYATE, ALL-POINT5 SOLID�SIEF & BRASS BUSHING
<br />AVE 112" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />A PAN HEAD, TRUSS HEAD, OR WIRIER fl,!�TIIH(SITIEWILKNIDLIE -NO
<br />6. STUCCOCIT
<br />ZEIGISTAII-E ERCLU _ " WALL FI SH
<br />I, 'NE ",.I. A. NOT ACCEPTABLE USMS,
<br />Nair PERMITTED FOR USE WITH THE ANCHOR SCHEDULES USTEDON
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<br />SHEET NO.
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<br />1.5.
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