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ANCHORS
<br />_'(VE %irr" EZr ALTEREATEBE EZJW ON SAW
<br />',A- RIP, I -
<br />(SEE
<br />NM
<br />Act
<br />DFJ-H wiwm
<br />LAST PARELC)IO BE INSTALLED At EACH OPENING SHALL ALWAYS BE,
<br />RW T
<br />PROVIDED 'IN/ REAR HA404t TO rAOU'Alt INSTALLATION JF OtTENO'CD
<br />TO a. INISTALIEV MM NSISE OF STRUCTURE.
<br />A,
<br />L
<br />AL
<br />(1), F Z HANG STORM PANEL SYM4
<br />n
<br />I (INTERIOR PANEC� (Iwnsioti rAurl, ISiOR PANJA AP a, go -Tom,
<br />BIT J
<br />SEE NOTES Z SEE NOTM 21 4 1 0)� AND PANELS SHALL ALA BOTTOM TRACK
<br />A STOP W AT TOP OF SVI-H
<br />T PANELS.
<br />IN P..,j
<br />It (3)_ III �Ikfl) PANELS ARE CONNE,711�,D 10 BOTTOM TRACK, CONNIECT04
<br />J_ JILI SIIA41� CONS;V OF 1�4*0-2,00/A" WS. W/ WNr
<br />#Mno poicts W/ HUT OR -1W
<br />TAPPEC
<br />' So'
<br />0 Dr. OVERU-10 TRACK, LOCAY10134/14 FASTIFNERS MAV BE AT ELTHEIR Or NO
<br />IVIIli:1A
<br />APIPLJCAID EMRIOR FLAT MMGES OF END PANEI-
<br />il- I LLJ, 1-J-1-1,11
<br />.. .... .... or (4), IN CASE TiqAT FNO PANU-S ARFL NOT CONNICTIET III) aOTTOM
<br />11 T11 MAX, TRAOX (i-e� A SMP UAR IS ONLY USED 9 TOP) AT LEAST TWO
<br />PANELS SHALL BF CONNECTED TO 001TOM TRACI( NSNG SPECS
<br />+ lwoicA�IrEo oN NOTE (3) AsOvE. 14 ENO+, j:� CONNECTIOtt or
<br />144-44-4
<br />J� PANELS TO BOTTOM TRACK MAI =,UR AT ANY PANEL LOCATION.
<br />7-
<br />3 MP.,
<br />NSTALIATIONS ONtIY' VAJUD FOR
<br />ANCHORS-'SPEED UP 'TO 170 MPA,,
<br />(Sa 5EVIT" tzl & ALTERNATAC EVIN ox �rYz:
<br />IYEICAL ELEVATION FOR SERIES 2QU E—Z dAh!Q MRM PANEL(1)SYSTEM
<br />SCALE- 3/32*-1-
<br />SECI10N A —A o0ou
<br />41 I'LORIDIA SUILMNO CODE (Non High Vetocity Hur orms Zor",
<br />24 BASE GALVA)Iral) Snn, STORM PANEL
<br />m 44167 1 aw"N w,
<br />a
<br />STI IL ECO OLOUL PROTECTION PRODUCTS.
<br />A. -7rkg, at. .W�
<br />"` PA. AWL 1, Aul.
<br />t —wis PAY. LWAN-M?
<br />AP VIN ORAPPO 0'.
<br />'n TILLIT 41, an 111. 1
<br />ENGINEERING
<br />All American Shottors arlA Glass - 24ga, GaIVAnixed Sted Storin Fronds
<br />PRODUCT EVALUAT113t4 REPORT
<br />No 33% increase In allowable stress hem been used in the design at this produolL,
<br />Separation from glazing Is not required for installations outside of wind zone 4 and essential factiries.
<br />September IS,2020
<br />Impact Resistance.
<br />Application Numbarr� !��RZ
<br />Numbeqr,
<br />Largo Impact Resistance has been derrionstrated as evidenced in provioUnty Wited test roport(s). and is
<br />accounted for in the engineering design of this Product.
<br />Product Manufacturer All American Sbatersand Glass
<br />MamilacbUiet Adilressr, 1540 Donna Road
<br />Wind Load Resistance
<br />West palm seachr FL 3U09
<br />This Product has been designed to resist Wind kieds as Indurated In the span scbrithille(s) oil The
<br />respective Product Evaluation Document rl�s� entunsoring drawing),
<br />Product Nome& Description! 24ga Galvanized slept 14torm, Parrots
<br />LoW Mesita Impact Resistant
<br />111stlallation,
<br />ThIs product %hall be installed In said compliance With Its, respective Product eyalualac Document ti,d
<br />ongmEradog drowing),along With sit components noted therein,
<br />Scope of Evaluation,
<br />Product components, shall be ofthe material specifled finthat product's respective ProductEvacination
<br />Title PfoductEvolvallon Rop;iur being lt,&s niacc= with the Irequir6marrils of the Florials
<br />Document ii.e.enifinearIng drawing).
<br />00parbinerri of Bususeas and ourasumir RZW an a Building Commission) Rule Chapter
<br />SIG20-3 005, F,A,C,, for statewide acceptance per Method lid). The productruound above fies been
<br />Limitations & Conditions, of Use.
<br />tested andfor evaluated as sturnmanzod herein to show compliance With ths, Plonda Swirling Code
<br />Seventh Edition (2020) a nd ls,,far the purpose intended, of West equivalent to ihat required by the Code
<br />Use of this product shall be to allot accordance With ilia respective Product Evaluation Document iji E,
<br />Re'evaluation of this Product sheil be rertnited following portunent Florida ftftnig Code mcdfications or
<br />Engineering drawing) as noted herein,
<br />ravadorifi�
<br />All supporting host structures shall be designed jo, resist aff superimposed Wads and shall be of a material
<br />lauted in this products respoctivestichor schadulia. Host structure couditions, whidr,are notaccouriled for
<br />Substantiating Date:
<br />In this product's respective anchor schedule shelf be designed for on a sffio�swific basis bys registered
<br />proilassionsiougl000r,
<br />- ER2D_UCjJEVAhq&n0N ROGUMLM
<br />Ail components Which are parnmenvir inishoWid shat, be protected against and
<br />FX drawlng*20-3i,543 titted24ga Galvanized Steel SlormPanols �RVI17 9 NonfAMZ)l aheatI;14,
<br />other soon damage at on linvas,
<br />prepared by Engineering 59pres%sloiied &sealed by Frank Berinardo, P.E� is 00 Integar
<br />Wtunit or 65
<br />This product has been designed for use Within and outside the High Veto* HuNkone Zone (HVHZ),
<br />Evaluoutur Report
<br />Intop-99—Ts
<br />Rospectildly,
<br />Uniform peribimailro has been tested In accordance with TAS 202 feel standards per test
<br />reports) #ST-ASG-17-001 by Efirec),wabor Testing, hic,
<br />Large missileirnpad rai0shrinxiiiind cyclic Weding Performance has Won tested In accorderam With TAS
<br />201 and TAS 203 teststandards per test repori(s) OEIT�ASG17-001 W Beckwater Testing, Inc,
<br />AMMCTURAL EMNE1ERWG,CALCMLA'_"_QN$
<br />kL
<br />Structural engineering calculations, have been prepared Which evaluate- the product based an
<br />corriparative and/or rathaust ane"s to quelify like following design ciftenc
<br />R
<br />1, Maximum Allowable space
<br />R. MWItrannAllowable Spafts
<br />fmk Bennardo, 09
<br />3- Minimum olass Separation
<br />ENGINEERING &MESSN
<br />k Anchor Spacing
<br />jitr-004(6�449 � Ceti A0111- 9995
<br />160 SW 12" AVtN-UE SUITE 106, DEERFIELD REACH, FLORIDA 31442
<br />100 SW 121- AVENUE SUITE 106, DEeRFIELD BEACH, F�ORVLIA, 33442
<br />(454) 354-0660 1 (866) 396-9991
<br />(954) a54-0660 (866) 396-9999
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<br />SCALE 3/8-l'
<br />MIN EL LENOTH
<br />I, INSTALLATION ARE ONLY VALID FOR MAX. ASD- DES" SHALL BE V-61
<br />PJRZSSVRE RATING +/- 40.0 RAJ,, AND 6-r MAX
<br />PANEL UENM,
<br />2. FOR NEW WOOD FAWE CONSTRUCTION; WOOD
<br />MEMBERS TO RE SOUTHERN PINE No 2, W1 SPECIFIG
<br />DENSITY OF "S OR EOUAL,
<br />a
<br />77777,777,71
<br />ALL AMERICAN HUrrERS AND GLASS MAXIMUM ALLOWABLE F,, Aft. d
<br />10L, 4
<br />OF -SIGN PRESSURES�
<br />,?��ga GALVANIZED STEEL STORM _PANELStHVHZ & WON-HVPIZ)
<br />=J� -N
<br />S ED LES
<br />DESIGN NOTES' V
<br />VERTICAL MOUNT ELEVATION
<br />/7"!1, (NOTCHED PANELQ
<br />NIT41 ELEVATICK
<br />POST E NEG E E-SIGNPRESSURESA4
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<br />'A� CODE
<br />INC.. sANYAPPLICASLE FEDER, r4UATE, ANWOF LID, s
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<br />OR
<br />70,
<br />qRsFiR
<br />- ALL
<br />VAR"
<br />ST a cAPIAGES
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<br />FROM
<br />%AP�EO I -If PACYTOED NEBEIN, Nc ADDITIONAL
<br />5"oAfF5 MATTONsARE I ftkTnb'&0
<br />i
<br />OTABI I A t4, 'D T,4rSbQLUMacT
<br />Pl;�t ", E r- __
<br />11. PANELS SHALL B� KT1II`IA1WL1'T=1.1�1=ftM, F L
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<br />!10� —0,
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<br />'MINIMUM ALLOWABLE SPAN SCHEDULE
<br />�ALJ_ PANEL5)
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
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<br />15." sa�l
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<br />ANCHOR NOTES:
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<br />�P'04=4 "Al
<br />14
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<br />20-31S43
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<br />SHEET NO.
<br />SH
<br />1.5
<br />
|