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<br />+EZI/18,
<br />EZIW/18
<br />AMC_
<br />__(SEE SECTION E71 ALTEAMATIVE EZIW ON SREET IS)- 7
<br />M1, Mi.
<br />(SEE
<br />I C9)(SEE NOTE 2) "C 2)
<br />NOTE
<br />-Tr-- - AIJimm).
<br />--pop RIVET LAST PANELQ TO 13E INSTALLED At EACH OPENING SHIAILI ALWAYS Of
<br />71 GEAR HANDLE TO FACiLITATE N574ALLATRON IF INTENDED
<br />i TO BE INSTALLED FPOM INSIDE OF SMUCTURE
<br />L J IJ-
<br />r', or *L' I E-Z HANG STORM PANEL �TF-,o
<br />TRACKS
<br />(ENO PANEL RIOR PAN (INT R P PANEL) (INTal-RIOR PANEL) (END PANEL) MAX, OP & BOTTOM
<br />%E� T S 21 3, 4 �fi NORS 2, 3� 4 12) ENO PANELS SIALL.AI_WT�11ECOINNECTED TO BOTTOM TRACR
<br />OTIOIVASt A STOP L BE PROYIDLED AT 70P OF SUCH
<br />P
<br />Is PANEL LENEYIJ PANC S.
<br />47 7 A IF END PANELS ARE CONNECTED TO BOTTOM TWA, CONNECTION
<br />i A SHALL CONS:ST OF 1/4"9-20.3/4' M.S. W/ 7 `8'0.Z�/37' W,NC
<br />_n-TED PANELS W/ 1/- 2*, 1 NUT Or, ME, THUMBSCREW INTO Iwpim EZI-Tom
<br />VATS W/o 0 FA OVERLAP TRACK LOCATION OF FAET�INERS MAY BE AT OTHER OF TWO
<br />NE BECTA�;�S AS APPOrARaI EXTERIOR FLAT PEANNSES OF END PANEL.
<br />OF (4,1. IN CASE THAT END PANELS ARE NOT CONNECTED --0 BOTTOM
<br />-- 4�T 1 M;X -,W ((.a. A STOP SAR I$ MY USED AT TOP) AT LEAS' TWO
<br />K
<br />!-I Ti I' i i I E
<br />PAN tS SHALL 8Z CONNECTED `IC 90TTOM V14CK USING SPECS
<br />44-4-4+4-1 k-,L14-_f-f[ 4 --il 04DICATED ON NOTE (3� ABOYE, N SUCH CASE, CONNECTION Of
<br />_J_JJ ___T_ PANELS 10 BOTTOM TRK% MAN OCCUR AT ANY PANEL LMATION.
<br />W-1
<br />SEE NOTT
<br />3, ... Lw I
<br />MA, "SEE stf t INSTALLATIONS ONLY VALID FOR I.
<br />noE i -I�bw/(10 -0
<br />ANCHOR' SPEED UP 17.
<br />(SEE SE-ZTD, EZI & AlIERNATIVE EZIW ON BREET 18)
<br />*E21/18,
<br />EZIW/18
<br />TYPICAL ELEYAIIQN FOR SERIES 2000 E-Z HANG STORM EANEL SYSTEM
<br />SCALE:
<br />Mi M
<br />MAX_ GAP, J1
<br />SECTIO A -A
<br />FLORIDA BUILDIN10 CIDOE (Ron High Vetoccily Muir Ice" Zonal
<br />.2m *K 24 GAGE G)ILVANIZED STEEL $TORW PANEL
<br />o,44167
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />STATE 0 /T1 �LTECO,.. \ -,Kr
<br />rcs"M & oo-"Y [MAIL Ol 31".
<br />ORM ` " -175
<br />1�,_ r,4�, 20
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<br />ENGINEcRiNG ExPRE:ss-o
<br />PRODUCT EVALUATION REPORT
<br />September iS, 2020
<br />Application Number MIMS, I - R2
<br />EX Project Number 20-31543
<br />Product Manufacturer Ail Amencon Shutters and Glass
<br />ManuftchurerAddress 150 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name A Description: 24go Galvanized Steel Stoml Panels
<br />Large Missile Impact Resistant
<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 Professional Regulation (Florida Building Commission) Rule Chapter
<br />13IG20-3 005, F.A.C., for statewide acceptance per Method lid). The product noted above has been
<br />asted andiou evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and 1% for the purpose intended, at least equivalent to that required by the Code
<br />Re-waluall ; of this produot shall be required following perthwerd Flotids Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />PRODUCT E"L.W
<br />ATION DOCUMENTS
<br />FX
<br />- dr&Mng #20-31543 litled '24gs Galvanized Steel Storm Panels (HVHZ & NonHVI4Z)', sheets 1-5,
<br />prepared by Engineering Express, signed & seated by Frank Bemnardo. PE. is an Integral part of this
<br />Evaluation Repoll_
<br />- MT REPORTS
<br />Unfliorm SWIG structural performance has been tested in accoularice With TAS 2D2 test slandard% per test
<br />tapottia) #BT-ASG-1 7-001 by Blackwattai Testing, Inc,
<br />Large missile impact resistance End cyclic loading Performance has been tested in accordance with TAS
<br />2DI and TAS 203 teststandards per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to quality the following design crilerfa�
<br />1. Maximum Allowable Spans
<br />2, Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12111 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEA A,
<br />ENGINEORINGE)IPRESS,COM
<br />ENGINEERING
<br />Palge2of'2
<br />M Americant Shutters and Glass - 24ga Galvanized Steel Slonn Panels
<br />No 33% increase in allowable stress has been used In the design of this product.
<br />Separation from glazing Is not roquired far Installations outside of wind zone 4 and essential facillifies
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previously listed lost roport(s), slid Is
<br />amounted for in the engineering design Cliffs product.
<br />Wind Load Resistance
<br />This product has been designed to resist wind loads as indicated in the span schadulais) an the
<br />respective Product Evaluation Document (i.e. engineering drawing).
<br />Installation
<br />This product shall be Installed)n striat comptance with fit respective Product Evaluation Document (I a
<br />engineering drawing), along with all components noted ftreln�
<br />Product components shall be ofthe material Specified in that product's respective Product Evaluation
<br />Document (i.e. engineerino drawing).
<br />Limitations & Conditions of Usil
<br />USE of this product shall be in Build accordance with the respective Product Evaluation Document (i.e
<br />engineering drawing) as noted herein.
<br />Ali supporting host structures shall be designed to mist ail superimposed loads and shall be of a material
<br />listed In this product's respective anchor schedule. Host structure conditions which are not accounted fof
<br />In this product's respective anchor schedule shall be designed lot on a site -specific bast by a registered
<br />prolossional engineer.
<br />All components which are Permanently installed shall be protected against corrosion, contamination. and
<br />other such damage at all times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />N&I,
<br />Frank Elennardo, PE
<br />ENGINEERING ExPREse
<br />firl'RX96549 I Cert Auth 9885
<br />160 SW 12"1 AVENUE SUITE 106, DEERFIELO BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEA M @ENGLNSEFnnGExPRESs,cOm
<br />ENGINEER I MGExPREss,com
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<br />I-L N'
<br />d
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />INIQ 20URED -CQNCREJE, ONCRETE ROCK AND WQOD STRUQJ920
<br />POURED _7-
<br />RM OR
<br />CONCRETE BLOCK ANcHOR 0 12* cc,
<br />REQUIRED
<br />ps
<br />1/4-0 TAFACON. TEX m YEN
<br />NEW
<br />-AI;Z
<br />;WIDUD
<br />FROM ROM
<br />DGE OF
<br />E.D. 2.
<br />4
<br />1
<br />1,
<br />N 6, -11 It 2
<br />I W.,
<br />it
<br />If-1,1PA, ON-i 1 1, 1
<br />"IST, AL/tlo�#AUM
<br />GLASS-11 um POP I. POP
<br />C1, RNET a-WT
<br />w-a"
<br />MAY, MAX
<br />a, I PANEL LENGTH 4 PANEL LENGTH
<br />A,
<br />C1
<br />11 1* too,
<br />1, MIA, A/4'0-20.2,
<br />To GLASS. i C, THUMBSCREW
<br />4 Ili 10 CLASS I OF "L*
<br />it -1/4'"0-200"
<br />C THUM NEW
<br />F_
<br />ER 12.
<br />C71) 114 0 TAPCON ANCHOR
<br />12
<br />t/4-0 TAPCON 2.x4- WOOD
<br />ANCHORR 0 12' 0.6 --?TWOURED J-PLATE
<br />OR
<br />CONCRETE BLOCK RUOUIRED
<br />RZOUIRED,
<br />WALL MOUNTINQ WAU_XQMK=
<br />SECTION EZI ALTERNI m-Eaw
<br />SCALE 3/8-1" SCALE 3/8-1-
<br />,UUHIJ
<br />Mot "il.
<br />E N
<br />FLORIDk BUILDING CODE (Non High Velqeffy Hurilcone Zone�
<br />PANEL LENGTH Z d .441 24 CAGE WANIZED STEEL STO6
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. XS.D. DESIGN SHALL BE 2'-6' Z
<br />PRESSURE RATING +/- 40.0 p.sl, AND W-0' MAX ST EE
<br />r-TAG GLOBAL PROTECTION PRODUCTS, ULC,
<br />PANEL LENGTH. 0
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD GIVE. P, 3"1.
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0,55 OR EQUAL
<br />SKID �a or is I
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON7HVHZ)
<br />WIDTH UNLIM=
<br />(PBRP TO PANEL SPAN)
<br />TOP VIOUNT (CONN-
<br />TYPE As REQ'D) BIECBOTIR
<br />DNS
<br />OPTIONALA"
<br />,,-5QLTEWITH
<br />WINGI�S PIP
<br />CNER _ @ I
<br />APPROMATE
<br />RI
<br />MAY VIE AT ID
<br />TOP MOUNT L
<br />Ic N Ty JSFAN ABOV
<br />PE-\ ODSTR
<br />AS REqG) LICTI
<br />BOTTOM
<br />1 'UNT
<br />CCON, '.
<br />AS REqul
<br />D
<br />(LDrATTON MAY VARY�
<br />2
<br />L
<br />BOMM MOUNT �Ca Lx
<br />SPAN BELOW
<br />TYPE AS REQ�-11) OBSTP.UCTION)
<br />PANELS MAY 1,1E OPTIONALY4�2DSJTTCH
<br />HnCHII�l B
<br />PROVIDED BC OLTS WITHMASHERED
<br />ANCHORSJ WINGNUTBi FASTENED @
<br />SPANS AW% OVEREAFIS @ RDSFAA (USE
<br />NTABUE)
<br />VERTICAL MOUNT ELEVATION
<br />t-fN (NOTCHED PANELS)
<br />"'I I � ELEVAT TOM
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE,
<br />24 GAUGE PANELS
<br />MINIMUM $TORV PANILL StPARATION HIONA GLASS
<br />[HVH2, WIND ZONE 4 & ESSENTMU FACJU TI
<br />MAXINCUM
<br />DESIGN ALLrWAALI
<br />INSTAIJAIN)MIMI INSTAUATIONS�GAEATEff
<br />PRLSSUR SPANU-1
<br />r"ANN"ABOVErAADIE INAA13WABOVEGIMOI
<br />435, Gav,,,
<br />E461.
<br />130D N,
<br />2.16AI
<br />2T60,
<br />16 Al
<br />6 A
<br />5
<br />SPAN SCHEDULE NOTES:
<br />1, ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOADS PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANIBL
<br />SPAN. SCOEOULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2- 'PARa FASTENBW ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING "TRUSIONS
<br />CF`-TRACk, STUDDED AAIGLE� ETC, 1, USE5,25'
<br />U,C, PANEL FASTENER SPACING TABLE VALUES FOP
<br />ALL'H`� AND'U',HEADER5 (INCLUDING BUILD DOT
<br />CONDITIONS)
<br />3, LINEAR INTERPOLATION BETWEEN. LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM, THE OPENING TO BE PROTECTED-
<br />2- SCHEDULE is REQUIRING FOR USE MIN POSMVE WADS ONLY,
<br />I 4TERPOLATIO' .4 BETWEEN LOADS IS ACCIE"AbLE, OTHERWISE USE NEXT HIGHER
<br />LOAD
<br />I Pop INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL
<br />FkILETIES IN ASTM WIND ZONES 11HROUGS L -THE GLASS SEPARATION
<br />SCNEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THAE
<br />PROTECTED OPENING IS AEOUIRIED.
<br />CA 4.
<br />MAXIMUM ALLOWABLE A
<br />DESIGN PRESSURES: A
<br />DES'i
<br />IN DESIGNI
<br />ffN�OTE-D
<br />SCHEDULES,
<br />DESIGN NOTES: LE5
<br />WIVE At F 11 ES� U L1_
<br />�PAT`VF P
<br />TE 'D RM Mr. ETRD
<br />USE W, THT HIS SYST EX 54ALL P
<br />SEPARAIEENGINEEI MCI INACCOROANCE WITH THE
<br />NO GG61:
<br />_E E 'IRC F-Sor
<br />F R1111%. Jr
<br />._"�NNE I AN 14APTE0,
<br />'Pr UTN A 11114CE
<br />09 THE
<br />I Go SHALL BE LESS 1-14AN
<br />OF
<br />, FWRIDA E$UJLDIMG CODE
<br />OgJUALE E FnVEESORSNE(E�)ATIVE D56IGN
<br />P IV
<br />UR ACIT V U TE HEREIN FORANY
<br />ASSEMBLY AS SHOWN.
<br />12
<br />GENERAL NOTES:
<br />'A' 5;M
<br />il _1
<br />I THt5SPECtFICArION HA3 SEEN OF516NEDANb 5HALLBE FAskICATED IN
<br />" - �
<br />SEEN USEDIN THE
<br />X
<br />IPVIOI
<br />MDT MEN
<br />� MIKED
<br />TESTED
<br />Tic N,
<br />..AOT'
<br />LU
<br />LOY,
<br />2:
<br />cr
<br />JPRA ICESBEYONDTHAJ`
<br />CGoT
<br />__S_B FRoM
<br />ADDITIONAL
<br />IGS TO THIS U MENT
<br />CATTONr
<br />IAM NI
<br />_I OF 4) LABEL
<br />VISIT ECALC.1013IM3
<br />FIMT711- E��[,'.T3
<br />-M,
<br />Val GOWMAE
<br />MINIMUM ALLOWABLE SPAN SCHEMLE
<br />TOP
<br />MOUNT
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<br />24'
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<br />29'
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<br />24"
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<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS. PANEL FASTENERS at 12 5' O.C.
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<br />1,11f �,D"
<br />12,5!'
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<br />12.5"
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<br />.ANCHOR NOTES:
<br />ANCHOR SCHEDULE APPLIES TO ALL PFIODUCT� CERTIFIED HEREIN, SUTONLY PROVIDES
<br />MAX UMALLOWABLEANCHURSPACINQ, IIIAXI MUM ALLOWAIIUE SPANS AND PRES50 RES INDICATED
<br />1 N SPAN SCHEDULE SHALL APPLY.
<br />3, "PANIELFASTEMERII" ARE STUDS USBP IN MNIUAL71ON WITH ALL MOUNTING EXTRI1810M
<br />ANGLE, ETC I USE E25" IDC PANEL FASTIENER�SFAONG TABLE VALUES MR
<br />A H -AND'U"-He,AOrR5 (INCLUDINGISUILDOUIT CONDITIONS)
<br />4 ANCHCe(S SHkL BE INSTALLED IN ACCORDANCE WITH MANDEACTIAPPS,Re =MMENDATIONS,
<br />51 HQLLOW15LOCK OS'r$TRWMReS,*LLCONFOPMTOA�-PTMC9QDWC]k,
<br />MENT SHALL BE AS NOTIEDIN ANCHOR SCHEOULL
<br />7 MINIMUM EMBEDMENT A
<br />FINISHES
<br />e� CONCRETE ANCHORS NOTED HEREIN I SHALL BE EMBEDDED TO IJN-CRACRZ-D CONCRETE ONLY
<br />9, WHERE EXISTING STRUCTURE is WOOD ERAMING, EXISTI NV CONDITIONS MAY VAqv� FIELD
<br />VERIFY THAT FA�TENERS ARE INTOADEQUAM WOW FRAMING MEMBERS, NOT PLYWOOD. FXSMING
<br />70 PLYWOOD Is ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />10, WHERE ANCHORS FASTEN TO NARR09V FACE OF STUD FRAMING, %TENERSHALL BE LOCATED IN
<br />CENTER. OF NOMINAL 2' X 4- (MIN.) WOOD STUD (Y4" EDC E DISTANCE IS ACCEPTABL7 FOP, WOOD
<br />FRAMING), WOOD STUD SHALL BE WTHERN PINE" G-0,55 OR GRFATM DENSITY LAG SCREW
<br />,SHALL PAVE PHILLIPS PAR HEAD OR HSX HEAD.
<br />11 REMOVABLE ANCHORS -SE
<br />Lz� MACHINESCREWE ARE, DI PANELMATE, AU-40INTS SOLID 7&BRASSBUBIHING,
<br />. BHA, HAVE IP" MINIIIIIUM BNGAGEMENT OF -THREADS INTOTHE BASE
<br />ANCHOR AND KAY HAVE E17HEP A PAM HEAD, TRUS� HEAD, OR WAFER HEAD (SIDEWALIF BOLT) O.N.0
<br />EMBEDMENT AND EDGE DIS`T�AJCE EXCLUDES STUCCO OROTHER WALL FINISHES,
<br />MATES ANr
<br />02"AN" , _HORCONDJEJOINS A
<br />14 ST.
<br />is * DIRECT MOUNTING CONDITIONS.
<br />18 UNEARINTERPOLATPON 15 NOT PFIRMETTrD FOR USE WITH THE ANCHOR SCHEDULES LISTMI�IN
<br />THIS SHEET.
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