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<br />446
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<br />ENGINEERING
<br />Is
<br />ENGINEEPING
<br />Page 2 of2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />ENGINEERING EXPRESS*
<br />PRODUCT EVALUATION REPORTNo
<br />33% increase in allowable stress has been used inthe design of this product.
<br />Separation from glazing is not required for installations :outside of wind zone 4 and essential facilities.
<br />September IS, 2020
<br />Impact Resistance:
<br />Application Number, 7 09 - R2 .1
<br />t,,�
<br />EX Project Number 2041543
<br />Ea a tinpani Resistance has been demonstrated � evidenced inpreviously Nsfad lost o od $ ,arid is
<br />aDDuoiueci for in the engineering design of this Product
<br />Product Manufacturer All American Shudters'and Glass
<br />ManutacturarAddress,, 1540 Donne Road
<br />Wind LoadResistance
<br />Wes palm Ba , FL33409
<br />West i Beach,
<br />This product has been designed to resist wind loads as indicated In the span svhadula(s) on the
<br />respeutive Product Evaluation Document (i.e. engineering drawing).
<br />Product Name S.Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Installaffon
<br />This product shall be installed in strict compliance With its respective Product Evaluation Document fie,
<br />argineoring drawing), along with all components noted therein.
<br />Scope of Evaluation.`
<br />Product components shall be of the material specified In that product's respective Product Evaluation
<br />This Product Evaluativn Report is being issued in accordance with the requ'uamanls of the Florida
<br />Document lie a ineenn drawing).
<br />n ( n9 9 9)
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />6
<br />-: G -3 5 F o statewide acce - ce er ethod 1 he duct noted above ties been 81 20 . 0 ,A.C, forn M d, 7 a ,acceptance P () Ina
<br />Limitations & Conditions of Use:
<br />tested ondlor evaluated as summarized herein to slroW compliance with the Florida Building Code
<br />-
<br />Seventh Edition (2020) and is, for the purpose Intanded, at least equivalent to that required by the Code.
<br />Use of this product shalt be in strict accordance with the respective Product Evaluation Document (Le,
<br />fife -evaluation Ofthis pruductshafi be required following porhnent Florida Building Coda modifications or
<br />eogmsering thawing) as noted herein.
<br />revisions.
<br />All supporting host structures shall be designed to resist all superimposed loads and shall be GIB aiadanel
<br />11sted !n this product's respective anchor schodutle, Hoststruature conditions which are not accbunled for:
<br />Substantiating Date.
<br />gre, product's respective anchor schedule shall be designed for on a slte-specffic basis by a registered
<br />professional engineer.
<br />professional
<br />. PRODUCT PRODUCT EVALUATION DOCUMENT-$
<br />All components which are permanently installed shallbe protected againstcorrosion, contamination, and
<br />EX drawing *20-31543 $tied 114ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)",.sheets 1-5,
<br />other such damage at Alt times.
<br />prepared by Engineering Exp ess, signed & sealed by Frank gelm"O. P.E. is an Integral part of this
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ):
<br />Evaluation Report-
<br />+ TESTREPORTS
<br />Respectfully,
<br />Uniform static structural performance has been tested in accordance with TAS 2D2 test standards per test
<br />repon(s) *BT-ASG17-001 by Blackwater Testing, Inc,
<br />Largemissile impact resistance and cyclic loading performance has been tested in accordance With TAS
<br />-
<br />201 and TAS 203 test standards 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 itiodual hosed on
<br />comparative and/or rational analysis to qualify thefollowing design critaaa:
<br />1, Maximum Allowable Spans-
<br />2. Minimum Allowable Spares
<br />Frank flennardtt. LPL:
<br />3. Minimum Glass Separation
<br />ENGINEERING EXPf2E5S
<br />4. Anchor Spacing
<br />4PE0046549_f Con, Auth, 9885
<br />160 SW 12''" Av€NEE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA. 33442
<br />(954) 354.0660 1 (866) 396-9999
<br />(954) 354 0660 1 ('866) 396-9999
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<br />INSTALLATION DETAILS FOR SERJU 2 --Z HANG U-ORM1
<br />INIQ POUREDO C T O BLgqK AND WOODSTRUCTURES
<br />__ i5fi5T5^PG POURED ,� -^` ttt
<br />` NCRETE OR _.,"• 4 14"a TAPCON
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<br />WALL MOUNTING
<br />SECTION LZI ALTERWIV,__„ E�EZIW
<br />SCALE 3/8.-;" SCALE 3/8=1'
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<br />FLORIDA BUILDING CODE Nan High Velocity Hurricane 10rsa)
<br />tlRTE,I`f #. #PIN. PANEi LENGTH 0. 441 =¢1, Ate, tide.
<br />' 24 GAGE GALVANIZED STEEL 570Rti PANEL
<br />j 1, INSTALLATION ARE ONLY VALID FOR MAX. A§.D- D£510N �1.
<br />tPRESS,tRE RATING +f- 40.0 Rs I, AND 6`-0` MAX TFi-{:: (} "`�,
<br />PANE. LENGTH, =- = (L E C G AND, GLOBAL PROTECTION PRODUCTS, LLC. 7r r�1N
<br />2. FOR NEW WOOD FRAME CONSTRUC,ION: WOOD y�t?{{. 1.I�Fi1(i A,�-gam T{�„rr stlrtc a ¢rrAiRLtNiNo COMPANY +ltdu 5.' bt ativH.�s
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<br />MEMBERS TO BE SOUTHERN PINE NO 2, wf SPECIFIC e« I � P ✓' � sa. (En Yn+i'Ni FHAkgEI {JSli4RY-']YafS, 0.: tYV4..bR"S:
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<br />ALL AMERICAN SHU17ERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />IPEI;P, 16 PANEI SPAN). -
<br />TOP MOUNT
<br />O T OON N M (
<br />TIP yQ)
<br />RE 'p :
<br />._ SECTTYP,IONS
<br />VERTICAL MOUNT ELEVATION
<br />2
<br />(NOTCHED PANELS
<br />1 - N:T.S, ELEVATION'..
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />{ _G iS 2Jv .4 GA EPANE
<br />:t'AiV �>Lf•itUULt NU I t5:
<br />I- ENTER SPAN SCHEDULES WITH NEGATIVE
<br />OESrGN LOAD $ PANEL FASTENER. SPACING TO
<br />t]ETERMFINE
<br />I MAXIMUM ABLE PANEL
<br />SPAr.. SC» DULE IS ACCEPTABLE FOR WITH
<br />POSITIVE LOADS LESS IRAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2, 'PANEL FASTENERS ARE STUDS USED IN
<br />C01,0 #NCRON: WITH ALL MOUNTING EXTRUSIONS
<br />(°F'^.i'AACM. SIVDDEO ANGLE. M ). USE &.5'
<br />OX PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL `H'- AND'IX-rl4EADERS (LNfLUAING BUILD OUT
<br />CC4NOTTIQN82
<br />S. LINEAR tNT'ERADLATLON BETWEEN LOADS 15.
<br />"ACCEPTAKEE OTHEAVOSEE U E NM HIGHER WAD.
<br />VAR"
<br />al;h$P'
<br />�
<br />MAXIMUM ALL °in
<br />DESIGN PRESSURES:
<br />5
<br />AS NOTED IN RESIGN
<br />DESIGN NOTES: SCHEDULES
<br />POSIT 11 ANb NEGATIVE:DESION PRE55l1RE5 CALCU LATED
<br />FOR -USE V#ITH TFLSS SYSTEM"SHALL B€DETERMINED-RER:
<br />SEA T E GI L GIN ACCORDANCE WITH THE
<br />P rtA E N, N2ER N A E t H H
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<br />OVER N C E PR SU R LR EMTS AS
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<br />1 DA ECIFI H PE11113EEtar SrGNIDA D ALL BEF BR1C T®IN
<br />ACOQRDANCE iNTRI THE. EQVIREPIEN7S OF TNE'FLOBiDA.BUILD7ANG000E
<br />SEVENTH EDtA MEIDEAND OU'IS"B OF IM04VH2, P-cii
<br />TA52Df,'MIND BIX!%r PROTIX0L5. CCN1TRACTAR SHALL INVESr'tGATE
<br />TOAILLOTMORIIS
<br />AND CONFORM Tq &LL tA4AL BUILDING CODE AMENDMENTS WHICH MAY -
<br />APpLY, 'oe+sIyN CR37ERIA BEYOND AS STATED HEREIN MAY REQUIRE
<br />ADDIT10nAL SITE-5PEC711C SEALED ENGINEERING.
<br />2 NO 32_L/3R`„INCRBASF 1NALLOWABLE STRES&KAS BEEN USED IN THE
<br />bESrat OF THISSYSTEM,
<br />3. THEARCTIITEC TIM.I.EER OF RECORD FOR THEPROIECT
<br />SUPERSTRUCTUREiiiITH WHICH THIS Q.14 is USED $ItA1L BE RESPONSIBLE
<br />FORTHE INTEGRITY OF ALk$UPPDRTIN6 SVRPACES70 THIS DESIGN WHICH
<br />#n
<br />SHALL, BE{ODRDINPTED BI'TFLE PERMTTrING CONTRACTOR,
<br />4 SE APATE'Sr71` €[ffIC SEALEG:E GIN EE ➢'. SHALL eE - ➢IRrV Ri
<br />ORDER Ta DEVfATE✓R1 LDdF9 nEpffCTIONS, OR,BPAN$CQHTYttt{ ED- -i.
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<br />HEREIN zfoNTACTTHFS ENGINEE�F00.li LL'ERHATE SPAN CALCULATIONS A5En
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<br />O N'MAXIM UM TESTED
<br />. ALTERATIofrS AGDrTib)J s. OR D"THE{A MARKINGS TO THIS Datu MENT
<br />tE NOT PERMITFED ANtl tnVAl DATE THIe CERTIFi CATIbN
<br />PANELSSRALLBE PERMkN ENTLYLABELED^1Y,iFH )f MINIMUM Or',r,L}I:ABEL,�@
<br />R EVERY 1.1 FEET CnIVTATNIN6THEEOLLV}5V{ryG3NFPRMAlT.N, -
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<br />NOTES: ANCHOR N :
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<br />12 ANCHOR SCHEDULE .APPLIES
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<br />14 �L DESIGNATES ANCHORXIJNDTf1FNJS WHICH ARE NOT ACCEPTABLE USES.
<br />15 +I.DIRECT MDUIVTING CONDITION$ aYEpEaERpT
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