|
II
<br />FZi/1$,
<br />xtw/as
<br />_ANCHORS
<br />secrwN czt uTEuTE Ez N SHEET sa)
<br />�.
<br />-3 r4xjE
<br />Mtn 4m.
<br />NOTE 2) CPO)
<br />4tLMrINUM
<br />jDF[71
<br />,-1J16's
<br />..,,..: ,.,.. - �F„ RNEr * tASi PANELi�T iO B£ INSfALLEO AT EAGFir e�£NING SHALL ALWAYS BE'
<br />:,,�� ..
<br />1J2` p O-O jt ' CJ I '' O ie i} ., !" _ l r f - ALI.A71;lN ii 1HTENDED
<br />0eM I SIDE OF STRUCTURE.
<br />TF
<br />11HA?' PERI
<br />$
<br />__L._6� . 1 _:. _. �_ .t _,._. !
<br />50%
<br />-r'- _.1..-r_T..#.k..r.. _.... ..T,_'*_-s_. -*__'t_._.t_..r.....z_ ,-..._....z .. r, ..., � T-T ram-- r j"' -j-_ .z .�,. _,_ - -_'�..,. CF .L" f I:)- .: ft. E-Z HTG STORM PANEL ::YS'YEM
<br />I (END PANEL) 1� j (iNITMR PANED) ('fNTEMOR PANEIi ("NT£`IOR PANEL) I €ND PANED i d M"0'K' -v dN,SFSnNG CIE" PAN S.. h cunt iFWaKS TOP 8°r 8G1TC7M.
<br />SEE NOTES 7, 3, 4 j 1 t ' I I i j SE NOTES 2, 3, 4 E CONNECTED TO BOTTOM TRACK
<br />I. (2). END PANEL: SHALL ALw "'I
<br />OTHERWISE A STOP BAR . Z BE. PROVIDED AT TOP 6- SUCH
<br />PANEL tMOYIt PrNFLIS,
<br />P
<br />F.ARE E t 'TOM TR K. NNFCTt AJ(s). F FND ANELs
<br />t7 ca
<br />T1,
<br />i oNN cTED 6o Ac
<br />D S:HAUL, COMET OF #ja°N-2OX3J4° M.S. W/ T/B'40/32` VONG
<br />!
<br />,_ TEO PANEL-- W/ TOOK-?,p:t' #i4.rf OR #f4"deJ/d` Min.. THUMBSCREW INTO FAFPEU BOTTOM
<br />Ks xS W/o a EA. avow.* ', i T K, LOCATto 4 CkF FASTENERS MAY BE AT EITHER OF TWO
<br />(SEE SECTRINS A5 APPLIr,ABLO EXTERIOR r,J,T FLANGES OF END PANEL.
<br />t1._�..L..�,-- <1 �..__� .i_L_.J t__J � _ I_-t L---� . :. �_ _.I.. _i .._ d_. _._ � .1_. ' z f
<br />,, � _ .,_ ,...._ 1. L 1 Bo
<br />•L"
<br />or (4). RF4 CASE THAT END PANELS ' AtfE NOT CONNECTED 10 BOTTOM
<br />,,. _.._.,..p-.. .....,..„ ...:..,,;_.. ,F..,.. „ .... ., . .,,-7„_, T,._n.....i c, y.. ..,.. i,- ... .,, t4Ait_. 1 RACK (ie, A STOP BAR IS ONLY USED A7 TOP AT LEAST TWO
<br />�,�. j I 1 j i 4 "I("' P i PANELS STIR l BE CONNECTED TO BOTtOth TRI.P1 (SING SPECS
<br />1' • l
<br />f i' F.,•'�I-,7..' - �:. INDICATED ON NOTE 13) ADOVE IN SUCFt CASE, CONNECTION OF
<br />,-c
<br />j PANES TO BOTTOM iikC MAY OCCUR ATANY PANEL LOCATION.
<br />�. Sr Mox SEE NOTE 4
<br />i' NLn. +,SEE Mur, t W57ALGATiONS ONLY VALO FOR WIND.
<br />111 WJx1.s' NOTE S
<br />ANCHORS 3 jSPEED UP TO 170 m.ph.
<br />_.�.e-�"fSEE SE.^#:ON EZt tit ALTERNAiTVE €TtW ON SWEET, 1a7.
<br />EZ1/la,
<br />EZ1W/1$
<br />IEVA-T 0 - HN S PN 0Y MM
<br />,T... SCALE: 3/32"-1"'
<br />i-` 2sa7-(MN QA724M tp4` MOX. #TAP
<br />MA%. i.A&- $ `.--.. ... !:
<br />'1•J
<br />5ECTtON. A-"% tttuturrrjlH
<br />SCAL)`_ 3 32"-1" t++ ++t
<br />" ""•-'+I
<br />1 ��' hD FLORIDA DUfLOM9 CODE NortifligH VatoOffy Her cone Zone)
<br />�
<br />44167 � nLr�
<br />24. GAGE GALVANIZED aiE€L STORM PANEL
<br />� Y ,A, *'"" • yT s c.--.x». p +�'��'� _,.w_�.: mtx:fxrfa
<br /><i'•, STATE + /etc GLOBAL PROTECTION PRODUCTS, LW, mac,
<br />nu y x ErJatlfcxRfxc coM ,cur dbaa s N. at STRIM
<br />y0© Ft'JI v . '- a�n� oea R. 3W,
<br />n iN1A IM10rtE;. rir 20+175
<br />' `f 734 FM
<br />3 �^" ..:...;,. sam, - r>ofl�dlmt t S tRBdAbBB ins.,
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<br />NnnnnRmt' WA"r'LR iii'uiPE 3RIELT I7 AT
<br />ENGINEERING
<br />E3Vii1NEtCF�Ih1'C3 �XI�RREEis�
<br />PRODUCT EVALUATION REPDRT
<br />September15,2020
<br />Application Number, 170091 - R2
<br />EX PmjW Number, 20.3iS43
<br />Product Manufacturer. All American Shutters and Glass
<br />Manulaaturer'Address: 1540 Donna Road
<br />Wast Palm Beach FL 33409
<br />Product Nome b Description. 24ga 1 alvanrzed StaetStorm Ps"Is
<br />Large Missile Impoot Resistant
<br />Scope of Evaluation.
<br />TNs Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation etlon (FloridaBuilding MIng Comm�slon)Ra:Ctap!er
<br />6I G20-3,005, FAAC„ for statewide acceptance per Method t (d). Tho product noted above has been
<br />tested arn1lor evaluated as summarized herein to show compliancewith the Florida Building Code
<br />seventh Edition (2D20) and is, W the purpose Intended, at least equivalent to that required by the Code.
<br />¥ e aValueiinh of BOB product ahali be required following pertinent Florida Building Code modifications or
<br />ravisions.
<br />Substantiating Data:
<br />• PRODU T VALUATION DOCUMF-NTS
<br />EX drawing 420-31543 toed 24ga Galvanized Steel Storm Panels (HVHZ A4 Non-HfVHZ)" sheets 1-5.
<br />prepared by Engineering Express, signed 8 sealed by Frank Bernardo, P,E. Is an Integral part of this
<br />Evaluation Report
<br />Ir TEST REPORTS
<br />Uniform static structural performance has been tested in accordance, with TAS 202 test standards per test
<br />s -A G '7.0 t report! } �T S i 0 by 81aGlnvater Tasting; Inc
<br />Large misaife, impact resistance and cyc'tc loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per Test report(s) #BT-ASG-17-001 by Blaclevater Testing, Inc.
<br />STRUCTURAL ENGINEERINO CALCUI�TtdNS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational aaatysis to quality thefoilovAng design creeds;
<br />1. Maximum Allowable Spans
<br />2, MimmumAtowable5paris
<br />3. Minimum Glass Separation
<br />4, Anchor Spacing
<br />16D SIN 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-066D 1 (866) 396-9999
<br />TEAK'@ENGINEERING Ex P it"S' CO M
<br />Efr GINEERENGExPRESS,COM
<br />N01NEERING
<br />Stage 2 or
<br />All American Shutters and Glass - 24ga Galvanized StIO0 Storm Panels
<br />No 33% increase in allowable a"" has been used in the design of this product
<br />Separation from glazing is not required formistallations outside of Wind .zone .4 and essential facilities,
<br />Impact Resistance:
<br />Lama impact Resistance has been demonstrated as evidenced in prevfou* bW Jest repott(s), and is
<br />accounted for 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 schedules) on the
<br />respective Product Evaluation Document G.s. engineering drawing).
<br />Installation
<br />This product shali be Installed in strict complance with its respective Product. Evaluation Document ti,e
<br />engineering drawing), along with ail comp rants noted therein.
<br />Product components shelf be of the material specified in that produers respective Product Evaluation
<br />Document (i.e..enginearmit drawing).
<br />Limitations 8 Conclitions of Use.
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document.(:e.
<br />engineering drawing) as rioted herein.
<br />All supporting host structures strati be designed to resist all superimposed bads and shalt be of a material
<br />listed in this product's respective anchor schedule„ Host structure conditions which are not.acccunted for
<br />In tlas products respeclihisanchor schadule shall be designed for on a site -specific basis by a tegistered
<br />professional engineer
<br />Ali components which are perrrwnenty hlsfalled shall be protected against eomesion, contamination- and
<br />:other such dsmage atafttimes,
<br />This product has been designed for use wtlhln and outside the High Velocity Huhicane Zona (HVHZ).
<br />Respectfully,
<br />9ENA,1 '
<br />a=:
<br />+_. 'n .v
<br />?4eL1RdIS..
<br />Frank Bormaldo, PE
<br />ENGINEERING EXPft'EESS'p
<br />iIP50046549 Cert. Auth. 1)885
<br />160 SLY 1211 AVENUE SUITE I06, DEERFIELIF BEACH, FLORIDA 33442
<br />(954) 334.06601 (866)-398.9949
<br />TEAM @ENGINE#RINGENORESS. COM
<br />ENit.INEe RINCExppess.coM
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<br />RC9UtRE0. - *. 'f�
<br />1/4'a IAMQN I r _ 54xT' HEX BEAD TEK MYiOD HEAt}E? 1q 1"' •3' 14k1 HE% HF#A M
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<br />ANCHOR: ♦ #i a°; ,a, ,. , E O [#j jl l . I ._._� EDGE OF(7J
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<br />if;-S"Af&TIObt
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<br />ALUMINUM Pan : "'�" TO at%%, i--AI-UMINUM PDP
<br />CJ.hSrs_,.-. i} RNEx S _t a i. RIM 9
<br />'
<br />ss ERSta It f I MAX- I MAX,
<br />A -
<br />.. ., ,.f_ _. .,, .�__ . ................
<br />.€, PANEL LfP7G:N '� ; PANEL LENG7N.
<br />N. pfl
<br />��ts
<br />a I
<br />a -tat
<br />a--gPARATE t 1 it
<br />[? Tni GLASS. I ( - , - 7HUMaSCREw:
<br />OF V
<br />I 7HUMasbrgwOFR i I
<br />i/2
<br />TAPCON ANCORH
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<br />1/4'P 7APCON ExtS1aNG POURED s 1 _ 2•x4° w0W
<br />ANCHOR O 12 rt,.
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<br />._.� ...�
<br />RE+Y+IatED: ° -
<br />WAU OF�U[NTIryNG�%
<br />ryMOUNTIIN j� ��y yp�
<br />,�LIf®� CLi. r"S�E` iiXFIL�FA.��Si' ilas.:�
<br />SCALE 3/8>)" SCALE 3/8-i"
<br />�\L11111/rNrNJrJNJ
<br />EN
<br />t FLORIDA BUILDING CODE (Ron Hie Velocity Hurricone Vona)
<br />MIN. PANEL LENGTH .^`.. 7 D° 4 j ;.ThMICA
<br />SHALL BE 2•-6` _ ' - ac 24 GAGE GALVANIZED STEEL STORM PANEL DAwN ar.
<br />f, INSTALLATION ARE ONLY Vu IAL D FOR MAX. A.S.D. D1111 '.„,'•rk? ."... a .,.y, ..„.„, �,a-"' -:
<br />PRESSURE RATLNG +f- 40.0 ps.f, AND 6"-0" MAX' .... ,...,, L ytrnl24a4
<br />PANEL LENGTH. %�i1 STATE G --- )„ E G O ee4c, GLOBAL PROTECTP3N PRODUCTS, U.C.LCm c
<br />; O xL()R14 - a dBoo sr st STREET
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,
<br />Arc'aXn.r ;w ecEe wp°°eaMte e.ISge OAK III., 3MI4 20-t75.
<br />�yJ
<br />MEMBERS TO BE SOUTHERN PINE` No 2, w/ SPECIFIC S''`••.••£•''�♦ +,
<br />} 'rU\ q\i ra,"n.{Ri7 gst.+3B4 E :f Ifls+•.5a,' PAW&(00,10&-1isA PAX, i §OR-007
<br />DENSITY OF 0.55 OR EOUAL: . m e:-aa .,ta ,a . 4nrM° f+ar DRNFtMG
<br />4INItIlrtldr /stAnAte/DATe ...� Wdklx A4. 7Y2'., PE
<br />n oat NREr 1q fIr Ig.
<br />ALL AMEMCAN SHUTTERS AND GLASS
<br />24ga GALVANISED STEEL ST EM PANELS �HVHZ & NON-HVHZ)
<br />DCATION MAY VARY$'
<br />0'2' N:CONNTYPE
<br />AS.. REQ G)
<br />Tn7M MOU/NTL(C9NN L� a€
<br />TYPE A5 RE46) DESTRUCTION)
<br />N)
<br />PANELS MAY BE NOTCH ED:'AS RE(ZIIRED, OPTIONA- -20STI CN
<br />PRtIU1DEtl THATL'DNNL TiON5 AND VANC :UT$ FWA�MED 0
<br />ANCHORS ARE US,P,D wtiIDH SATISFY: 1`JYNG NU'i a FA$tENEt3 @
<br />SPANS ABOVE 8 BELOW. OBSTRUC ION,. OkEBP511 D5PA3(ir.
<br />_ 4pPROf:AMI
<br />PRUlTESPAN TABLE
<br />VE0,TICAL MOUNT ELEVATION
<br />2 _ NOTCHED PANELS
<br />], HITS), EI-E;VATT4N `-
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION RATION: SCHEDULE!
<br />24 GAUGE PANELS
<br />MINIMUMft "V T P
<br />IiV1 wkD E4
<br />} N kDN
<br />i. K.
<br />i`r tS5ENTIAL FAGIITGEa I
<br />AraxiMUM ,
<br />D EWN ALLOWABLE
<br />A R RF ESSU 5 x
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<br />1NArIANONS1ES§-
<br />TNA : EG
<br />N30`AtWV RAnE
<br />INSTAUATWNS rREATER
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<br />ALL °H'-:AND °U""HEADERS (1NCWOINaBUILO.OUi
<br />CONDITIONS)
<br />T aETW N B. NEAP !N '�,POtAT10N EE LOADS IS-
<br />U
<br />ACCEPTABLE. OTNEftWISE 115E NE%T MtGHER tAAD.
<br />GLASS SEPARATION ]VOTES:
<br />1
<br />L ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DIFTERMIM
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POStriv,e LOADS ONLY,
<br />elta
<br />1NTERAOLA710NaETVEErWADS l5 ACCEPTABM OYMERWiSE USE Ni HIGHER
<br />7tMN.
<br />LOAD
<br />3.FOR iNSTALrAi1ONS.OUT5IDE OF THE HVHZ AND OU45IisE OF EF_w4ENTTAL
<br />PARATI
<br />PAC111TIES IN A6TM WIND ZONES I THROUGH B, T HE S'sLAss SE ON
<br />SCHEDULE IS NOT 99QUIR90 AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING 15 AMMIRED.
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES; i 6CHE3ULE5
<br />PLl'iiTIVE ANticD NEGA'T1VE DESIGN PRESSURES CAtA:UTrk
<br />TATED
<br />FORSEF
<br />yU56WITH THFVSr5TEM'SRHEALb.L BgE�D�TERMINED PER
<br />P YERM�SMED O�ACCO IN�E WS7HISCE 7ND PT€A
<br />1609 aF THE ORIDA BUILMOG CODE'SHALL BE THAN
<br />OR E UALTOTHE PtY> VE �LFiC•GATiVE DESIGN
<br />A55E R. p55HONIN. UEs LISTED HEJCEIN POR ANY
<br />S HAS BEEN USED IN THE
<br />'HE-PROSECT
<br />�.
<br />SED SHALLSE R%?6NSTELE
<br />TO THIS DESIGN WHICH
<br />TRACTOR,
<br />I`G SHALL o ff R
<br />Ht NT F-0
<br />S PAfLALGULATIQfISAS
<br />NMI
<br />,No DOES NOT PRpYiDE
<br />rl pFfiOfrs prFFERENT FRDM1I
<br />LLJ
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<br />VUINEROR RRUIT'ERED
<br />E NTSFOR USErN'...�
<br />}}}------....: Ya
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<br />ED ON MAK)MUM TESTED
<br />' 6RADE E UNLESS 10TED
<br />'6
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<br />4PLY }ayY17H 'SPECFFtCATIONS
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