|
---"a acrol 171 A, ALTERNATIVE CI1W ON stairr
<br />(SEE
<br /><p= NOME 1) WME
<br />OF
<br />4
<br />T
<br />�At�? PDI!
<br />(TV.) Sea
<br />PANEL
<br />JT("L) (INTERIOR I R (INTERIOR PAMEL) (END PANEL)
<br />SEE NOTES 2. 3, 4 SEE NOTTS 2, 4
<br />PANO. LENGTH
<br />JI Is At 4" it.l.
<br />1. IS 1/41.1
<br />&S BUTS v 0 EA. OVDRAP
<br />(SIT srenm
<br />OF
<br />L j-.L-j-j
<br />31 All- L 3- w- L,
<br />V Mon.
<br />mcions z 3
<br />Sar" Ev pi,76"ime EzIW 014 SWv IS)
<br />M ' 1EVATION FOR SERIES 2000 E-Z HANG STORM PANEL M SYSTEM
<br />AP
<br />t ENIGINEERINC3
<br />Expillilteno
<br />PRODUCT EvALU^Tior4 ReponT
<br />September IS. 2020
<br />ApploollonNionoW. 171119j-Pt2
<br />EX levelled Merger. 2D-31S43
<br />Pro" Momulachorar: AN American Stwftm she Gleas
<br />MwwbdwwAddrom 150 Darsto Road
<br />Vil Palm Beach. FIL 33409
<br />Pro$Lld Adou Is & Doww"on: 249s Guaranteed S" Stem
<br />LAW MW* In"d Resovel
<br />Scope of Evelballon:
<br />11its Product E-M*- R
<br />,:%,16WWjs�1n-=*Ahdwrvqukm,wv offtFlorift
<br />Dolowiment of Business goisrust 6U11dn1l CMW*WM) ftle chmow
<br />GIG12".005 ' F.A.C., flar staloofido oo*oPWAO Par Method 14d). The We" nobad abov bw bw
<br />'$dW anOW wokwbd as suarroartined her" to ~ comigillanost WO Me FIOEWN BW*V Caft
<br />S-saft Mean MM vW it. for the Furpose attended, So Isood wpiSivolent to *9 required by So Code
<br />R64voluotion of Vft gro" OW be ro**W following Porlanani Flol Building Cod* OmMONWM or
<br />MWAiOft.
<br />Substandsongom:
<br />DOCLUL-M
<br />FX *awirq 02"1643 filed -24W 6"Iezed S" Storm Ponob 01" & Ncm+WZ)-, shmb 14,
<br />bV EnginsoMV Express. elpod & sesood by Fronk Banner&. P.E. is *a "Aagrol pod of #A
<br />Onek"on Report
<br />L40am dek druchwal porbramonco; hm bw In occotdwce WIth TAS 202 WM stindards Per UN
<br />repow(s) MT-ASO-11-M by 91solowder TodhV. linc,
<br />Law OW'�kr"droMMmmomWeyckimdngpwbmw=hnbwnI I inacourlow"wobTAS
<br />201 and TAS 203 tog standards W bd report(s)MT-ASIG-17-001 by filed"Ist T&OV. ft.
<br />Structurvil worwooliN calculations full bow Frepargid wWh evolution, Me pro" based on
<br />1. MwwnmAkw"Smn
<br />2. Minimum Allowatils Spoom
<br />3. Minimum all" SoPongdon
<br />4. Artchor Spadno
<br />16D SW 12" AVENUE SUITE 106, 011nneLa BiAcm, FLORIDA 33442
<br />(954) 354-0660 1 ($66) 396-2:99
<br />TSAIIISENOINIFRINCEMPRM-CO
<br />EMNISAIN a EXPRESS. COM
<br />LAST AANELCD TO SEE 9NSTALLID AT EACH OPENING SMALL ALWAYS
<br />74DO LE2 FACILITATE INSTALLATION If
<br />.=ID
<br />M OF STRUCTURE.
<br />NOTES .
<br />(1) 2000; E-Z 4" STORIA PANEL SYSTEW
<br />ffm % WL 4 GovIL TRACKS TOP & BOTTOM.
<br />(2). END 13E CONNECTED TO BOTTOM TRACK
<br />OTWWA W =T'SHALL K PROVIDW AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SMALL CONSIST OF 1/4"0-20.3/4' u.s. w/ 7/8*o%3/32' WING
<br />NUT OR 1/4ft3/4' Min THUNISSCREW $MID TAPPED BOTTOM
<br />TRACK. LOCATION OF FASITNERS IlW SIT AT ONS OF TWO
<br />EXTERIOR FIAT FLANGES OF END PANEL
<br />(4). IN CASE THAT END PANELS AftE NOT CONNECTED TO SOTTOM
<br />TRACK (I .. A STOP BAR is Doty USED AT TOP) AT LEW TWO
<br />PANELS SIMALL BE CONNECTED 'TO BOTTOM M<X USING SPECS
<br />WDICATCD ON NOTE (3) A9OVE. IN SUCH CASE, CONNECTION OF
<br />t INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 m.p,h. I
<br />tENGIN-EERING
<br />PW2d2
<br />All American Shuncis and CAstis - 24p CAvaitized Steel Stom Pands
<br />No 33% Incrow" In olwmWo sUm has been used In ft doolip Of this Pro".
<br />It op - rabon from glaft Is not rechil for buMOMWm cosside of wkw am 4 wW sound* %dW=,
<br />Impod R"sonce:
<br />Large impact Resistance hot boo" demonstrated Be ovidomood In prolvicutiv Road Toot ro"s), and Is
<br />accounted for in the ororwal doolot of ft produce.
<br />*Incf Load ftsistance
<br />This produce bes been dwopsd Is raidet vAnd loock got Indkoded I" doot qm schodulivis) a" the
<br />rewoRlWol Pro" Evoluslon Docurned 0.9. orvinvorlm diviving),
<br />InstaftWn
<br />This pladi 01voll be I - I I in aW dwr#kAm With ft fespeclive Product evakmgw Document V.S
<br />mores" droaft), ab" with as convonents noted Im sit ,
<br />Product oamponieft MM he at the migmial ""flivid in that poducf� rooleaclive Product &""an
<br />Document 0Av. wonee" drigoving).
<br />Umbeffom A Condftns of Use:
<br />U" of this ~ shaill be m 91*4 socordonce WWI ft mom*" Product EvAMm Mwwm"d 0.9
<br />mones" drewilro Be nabod horein.
<br />AM oulipmEM hod s1ructurego 0*113 be doolped to mW all superImPosed Wft good " be d a I
<br />Need in this ixoduaft respecove shelter I olls. Host structure conditions ~ am net voccourdold our
<br />in this Produce's respective anchor schockde shah be chool for an a allgodpocift bnb by go noldsned
<br />Probasionst orqinoglr�
<br />Allempoiso ~ant ponrogruenWhodallodsholbe prdoeWagWW*WoowkmgamkwUon, WKI
<br />DOW such dismap at al *n@L
<br />This Product has been designed for use WNW and Global go HIP Volocoy Hurricane Zone 0�.
<br />td
<br />Frank Bennairda, PE
<br />E#MMEEMO EXPRISU's
<br />050046549 1 Can Auth. "95
<br />160 SW 121- Av&Nv4 SUITE 106, DevoiltaLs BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TiAnSlExcilgowitinatzpness.com
<br />Kier IN104INGEXPRISS. con
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<br />1/4`0 IAPM 00 TV1
<br />ANCHOR 9 Ir 0. EDGE OF . I'm
<br />MMIM
<br />owl III&I
<br />4 si� .
<br />,g7 'I --- T
<br />THIN
<br />P7
<br />to GLASS. POP
<br />RIVIET
<br />PMR LENGTH
<br />a is,
<br />70 Q1.ASSL
<br />4 2OV2 or -V
<br />CONCAM KM
<br />imoupo.
<br />SCALE 3/8-l'
<br />am, WIN. PANEL, LENGTH
<br />I . INSTALLATION ARE OWY vAU0 FOR MAX. A.S.D. DES" SMALL SE 2 -S"
<br />PRESSURE RATIND +/- 40.0 p.s.f. AND 6*-0' MW
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD rRAME CONSTRUCTON: WOOD
<br />MEMBERS To K SOUTHERN NINE No 2. W/ SPECIFIC
<br />DEARIIITY Of 0.55 OR EQUAL
<br />ALL AMERICAN SHUTTERS AND GLASSJ
<br />24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ)
<br />TDO MOUNI, (COW -
<br />TYPE AS WWD)
<br />T-
<br />I==
<br />NIT&
<br />ISG*
<br />(LOC#VTM MAI MY$
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<br />W04NUTSFASTENWII
<br />OVaILAPS 0 IVOSPAR (
<br />kwolumvALAl
<br />VERTICAL MOUNT ELEVATION
<br />/-2"\ (NOTCHED PANELS)
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />M"MUM STORM PANEL 5~1101t FROM GLASS
<br />(MV19, WNW 2ME 4 a Liff"Tim FAMITM31
<br />MAXIMUM
<br />OfWN
<br />4110WASUF
<br />INV AFIOAMLES& AWALLAWNSGREATO
<br />PRESSURE
<br />tHAM3VAAOVtGRAIX
<br />-jo
<br />Itoo
<br />4.06 in
<br />I !Act
<br />A
<br />-
<br />"Do.
<br />%4VINI
<br />---kt--o
<br />-131iiln-
<br />-tillim- 1.;6 1.
<br />lo; fi In
<br />6451 in yis in
<br />SPAN bt.1"ItIJULt NU I tb:
<br />L ewm SPAIN SCHEMES WITH ARIGATIVE
<br />DIIESIGIN LOAD 4 $VAN& FASTUM SPACING TO
<br />DeTVUWM PIAXIMUM AULAWAIMLE STOW PAW
<br />SPAM. SCHEME IS ACCEPTABLE FOA. up WITH
<br />POSTIM , 1104 LESS THAN OR SQUAL TO
<br />2. "PUM F*WSMEM R STUDS USED IN
<br />CON)UMMON WITH ALL MOUNITIA EXTRUSIONS
<br />t-P-TRACK. SIVONO ANGLE. VC). USE 6.25-
<br />OC, PAAMIL FASTENER SAACING TAKR VALUkS MR
<br />ALL *H*- AND'W-KEADEM (V#CLIMXRG BUILD OUT
<br />CONDITIONS).
<br />S. LINVAIR MinKPOLATION OrwoLw LOADS is
<br />ACCE"Aam OTHERWISE USE NEXT HW4" LOAD.
<br />1. ENTER PAR IICHVDUU1 WITH POSITIVE MM LOAD TO DErWIN
<br />outtt#" XLDWAKE SEPARATION PROM THE OPOUNG To ft PROTECTED)
<br />lNrOWMATMN OftWEN LOADS IS ACCEPtAlll OTHEAWTSE USE MM HIGHER
<br />LOAD,
<br />3. FOR OWA"t� O�SIIDE OF THE RVH? AMID OUMM OF ESSRAITIAL
<br />FAaLmas IN ASTM WORD ZOM I THROUGH 3. THE GLASS SEPARATION
<br />SCHIEDULE IS NOT RE4=W AND NO "P~ SEPARATION FROM THE
<br />PROTECTED ONNNG M RIGUMID,
<br />Tm4mN
<br />It 0 1.- oJC.
<br />J1441' HEX HEAD 70
<br />W.
<br />IS LL
<br />M
<br />At E0 -
<br />MAX
<br />pan LeCorm Is
<br />1 410 110CION ANCHOR
<br />1 IL j-.v
<br />LAW
<br />ALTFAUTM rLZIW
<br />SCAIE 3/a-l*
<br />MAXI MUM ALLOWABLE
<br />DESIGN PRES!
<br />AS NOTED IN GeSWN
<br />D :Szr.N Ng
<br />E T
<br />�g:
<br />I
<br />,*FT �S. IN ON AW
<br />Ic NIS 114 T H
<br />I OF P
<br />UAL E D
<br />P PW U ljSr N fOPL ANY
<br />j
<br />A AS
<br />GENERAL NOTES:
<br />A,
<br />ot,k,�,Tqf
<br />lV Fgpnrl
<br />zj?
<br />NSIN USED IN THS
<br />130:7
<br />ALL W SP60-
<br />Is DES W
<br />-7
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<br />AM
<br />Its 414.
<br />H CITED
<br />L11,11w,"r, I
<br />CODES,
<br />�D,
<br />ldro AS OVILD
<br />ALLY OR
<br />VISIT ECAL0.10MIS" 11111
<br />I 'Rok M
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />NZ.7kALL P-APICLZI)
<br />a W sro"nol " "All is
<br />MAIN, law
<br />law-= 0.141l lot 0111 opli
<br />t��ftlo am. ov"`W�N
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<br />re"Al
<br />AM I
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<br />..Ae. w
<br />EGRE5§
<br />PANEL DETAIL
<br />MAL
<br />FAMNING.
<br />WTI,
<br />z:
<br />-7 ItIVII'll.w. -1
<br />1110
<br />0 4- 629-
<br />So
<br />_0 14 GA
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<br />Also,
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<br />MAX,
<br />DISTANCE
<br />ow
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<br />ANCHOR
<br />SPAICING
<br />SCHEDULE:
<br />24 GAUGE *WLS, PANEL FASTENERS
<br />9 11, S"
<br />_Z
<br />R�l
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<br />Wier am N"ANCE
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<br />SPAN OF To r-o*
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<br />3
<br />Il.w*
<br />.14, 1 vr 0401 0� I.V 22,31" 16Ir 1016' 6,2" 1
<br />ordAll, 1`11oll
<br />f1
<br />IVILD. 14.V It T. ".I)- girl
<br />2xS-- reAr ILIV, .3
<br />woobstuw 4L 9.7" $A' 12.9- IfZ' 2,7' SA'I
<br />9141 Sill 'Z'lr 16.0* %4r 5
<br />52
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<br />ANCHOR NOTES:
<br />4 ANCHCK SCHIDULe.11141N.Wr IOAL
<br />V)
<br />MAGWAISRI PAM AND PRIESSURE11 INDWID
<br />61
<br />12 31' Ml-
<br />I ENTERANCHOR SO4MULE EAMON MAIN, FeATIFFNE4 WOONS� 'IMP! "ISUM STRUCTURE
<br />44
<br />4,23" xLI1
<br />61
<br />6.25"
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<br />TAIM
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<br />46
<br />$1
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<br />Vill 'WT;6 0WO=KM W.OD AM. M.., NOT PLI'WOOD. MOMM
<br />ry "TUA
<br />$1251, 2121, -- $U3,11
<br />1ILC I , , 11,
<br />- 1 911�1 "", I-r*
<br />01. IV,
<br />Ill.
<br />TOPLYWOODL$ACCEPTAOU OPLY FOR S1OZCLOSUIREPftfA�
<br />10, WHERE ANCHORS FASTEN TGOAUOW PACE OF 61LOPMAII f*TMKJShkkL BE LWAOD tM
<br />a NNW
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<br />11a
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<br />12 MACKNI!3000 SAALL HAVE! 1/2' PUMIMIUM ENGAGEMENT OF THWOR INTO THE PASt
<br />ANCHOR AAID�MAY HAVE
<br />"W M. 11 "1
<br />13, . M.R.
<br />M 111114
<br />20-31W
<br />I* If CISONAT ES ANCHOA COMMON WM1b4 ARS NOTAMPTASLE USES,
<br />ra VDIM MOUNTING WNIal
<br />116, NIM INTSIDACILATMON 13 NOT PERMITTED PCs USEIVITH THE PPICWR 5CHODULM WSTICIVIN
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