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<br />I 18 ANCHM
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<br />JAIM
<br />LT.,. S, /2
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<br />O'll ALUMMAN
<br />MAST LAST PAREL(3) TO BE WALLED AT EACH OPENING SHALL ALWX(S SE
<br />PROWDED w/ RM H M TO FACWATE O�WALLATION IF
<br />f TO BE 04STMI'm no: INSIDE or STFGVVRE�
<br />AT 2 PERI
<br />OF V -7 HAND STORM PAWL SYSTEM
<br />(END'PANEL) itNTE'RIOR'PANEL') (I IOR PANW (INTERIOR PANEL) 91101100-FIRANIEF =Mrtt TRACKS TOP & Wl
<br />NOTES 2, 3� 4 1 SEE NOTES 21 3� 4 '17
<br />I 1 (2). M PANCLS SMALL AM ECTEO to flOrmw IRACR
<br />MAX OTWOMSE 4 STOP "W.18ALICOV"TRWOM Al TOP OF =4
<br />PANEL UNGTH PANELS,
<br />3 IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />11L
<br />-N SKAU OF 4'*2Gx3/4" MS� W/ 7/8"00/32* WING
<br />E,3112,f
<br />I 4t,-20*1 NUIT Olfr Mitl� THUMBSCREW Ww TAPPED BOTTOM
<br />/4F
<br />0 FW OVERIAP TRACX� LOCATION OF FASTENERS MAY Be AT EITHER OF TWO,
<br />Rui
<br />SEE SECTIGHS AS APPLICABLE) EdMOR RAT RANGES OF END PANEL.
<br />i-L-L-L -LL-L- 1LAL1-LLJ-JJ Box
<br />(4% IN ME INAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />MAX. TRACK (;;4 STOP BAR IS ONLY USED AT AT LEAST TWO
<br />'FFI-T11TTTT-T-1T
<br />Z
<br />I PANELS at CONNECTED TO MMM USING, SPECS
<br />N NOTE V) = =
<br />L Li2t -1 1 1 11- 1 1 LLIL 1 11 14-1 1 1 1 W UP CONNECTION OF
<br />-1.1- Lj J-1 J- L JJ- L J L JI JLJJ -i-J-1 I-j-J-JL ---L--j =101.1100ttom PANEL LOCATION.
<br />9M
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<br />TEZ
<br />L3 ANCHORS 3 170 M.OX
<br />--(SEE SECTIOW EZI & ALTERIMIK EZnN ON SWEET
<br />1 /11, 8,
<br />TYPICAL ELU91ON EQR $ERIES 2009 E-Z HANG MRM PANEL aLsymm 01)
<br />SCALE: 3/32'-1"
<br />mew 1/4- AftIt, GAP
<br />o go am
<br />7 7 7 77
<br />vo
<br />MW. Wr 7171
<br />50119N A -A
<br />SCALE: 3/32"-l'
<br />FLORIDA BUILDING CODE (Man Ngh Vitioally cans Up*)
<br />tem *Rcc� W-
<br />% 24 WE 04VANIZEO SM STORM PANEL OEM" al-
<br />z .441�67
<br />fSTAn 0 11LIEC0.16C. GLOBAL PROTECTION PRODUCTS, U.C.
<br />F=9 law I? of is
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<br />Page 2 of 2
<br />AllAnteridw Shutters and Glass -24gaGalvartizedSteel StomPancls
<br />F-IN16111114EKRING E:XPRE886
<br />PRODUCT E:VALUATION RIEFORT
<br />No 33% increase in allowable shess has been Una in " clesign of this product
<br />Separation from giazIN is not required for installations outside of Wind zone 4 and essentfial faciftles,
<br />September 15, 2020
<br />iMpaCt Reslsftnee.
<br />App"on Number. jMd - R2
<br />EX Project Number 2"1543
<br />Logo Impact Resistance has heart demonstrated as evidenced in previously Isted WIR report(s), and Is
<br />amounted for in the engineering design of this product.
<br />Product IM"uractureir M American Shutters and Glass
<br />IM-anollacibuarAddresm 1W Porme Road
<br />Mnd Load Resisitance
<br />West Palm Beach, FL 3UOS
<br />This product has been designed to resist wind leads as indicated In the open schadule(s) on the
<br />respective Product Flvaluallon Document (Le. engineering drowing).
<br />ProducliNamaliDespripi[ow 24ge Galvenizett Steel Storm Panels
<br />Large Mitosis Impact Resistant
<br />Installation
<br />This product shall be installed In Elliot compliance with Us respective Product Fvaluabon Document 0.9.
<br />engineering drawling), along with alt components noted thereirt.
<br />Scope of Evoluatlon:
<br />Product components shall be of She material specilhad in that product's respective Product Evaluation
<br />This Product Etthleudlon Report is baing IseAMI in accordance with the requirements of the, Ft"Ide
<br />Document 0.& angineeting drarwhno�
<br />Department o(Sualness and Prolessarmi Regulation (F"a Bullft Commosslon) Rule Chapter
<br />SIG20-3,00S. PAC., for statinvide acceptance per Mathod 1 (d)� The product noted above has been
<br />Umftaons & Conovolls of Use.
<br />tested gndW evaluatled as surnmadzed herein to show compliance With ths Florida Su#dbV Code
<br />So In 1�111- and *,fN DUE, purpose intendied, at Wag equivalent to that required by the Code.
<br />&0
<br />L49 of this product shag be In Wd Accordance with the respective Product Evaluallon Document (I.s�
<br />.l.ation
<br />R.r Product
<br />engineering drewing) as noted hemin.
<br />revielons.
<br />All supporting host Structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed I this producra respective Andtor schadula. Host structure conditions which are not accounted for
<br />Substandafing Data.
<br />In this = respective anchor schedule shali be designed for on a ske4peoffic basis by a regnasted
<br />professional varlifirlear.
<br />- EBODUCT EVALUATION 2MUMEWS
<br />All oDirpanents which are permen tlyinstaffedshallbeteratectedagainat corrosion, and
<br />FX drawing #20,31543 taad'24ga Galvanized Steel Storm Panels OA+V & Non-HVHZ)*, sheats 1-5,
<br />otheor such damage at all thym�
<br />prepared by Engineering Expreers, signed & elected by Frank Bermardo, P,F- Is an Integral part of Ws
<br />This product has been designed for use within andl %taide, the Hgh Veto* Hurticane Zone (HVHZ),
<br />Evatuallon Report
<br />. TEST REMkT$
<br />Onfleum static structural performance has been tested In accordance with TA$ 202 test standards per test
<br />report(s) JIIBT-ASG�l 7-001 by Slackwater Testing, lnc�
<br />Large mErale Impact resistance, and cycle loading performance h" been tested In accordance With TAB
<br />201 and TAB 203 test standards per test reportl *BT-ASG-17-001 by Sla*wolsr Testing, Inc.
<br />ftUCTURAL EM-NEEMING CALCULATIONS,
<br />tz ;.,7,
<br />Structurall engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to qualify &to following design Ontario:
<br />1. Maxitnum Allow" Spans
<br />2. Minimum Allowable Spans
<br />Frank Bermardo, PE
<br />3, Minimum Glass Separation
<br />EMS11NEIRRING EXPRESSts
<br />41� Anchor Spacing
<br />#PEOO46549 I Cem Auth, 9895
<br />160 SW 12"It AVENUE SUITE 106, DEERFIELD BEACH, FtoRX*A 33442
<br />160 SIN 12" AVENUE StItTf 106, DIERF19LID BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (066) 396-9099
<br />(954),354-0660 1 (066) 3114-9090
<br />TOAMOt�61"EeIttNGEXPRESS.0014
<br />TeAmOENGINEIERINGEXPRIMCOM
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<br />SCALE 3/8-1-
<br />0 ...........
<br />HIM
<br />1. INSTALMON ARE ONLY VAUD FOR MAX. A.&D.. OESIGGGN
<br />PRESSURE RATING +/- 40.0 p�s.f. AND e-O' MAX
<br />PANEL LENGTH,
<br />Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MIN. PANEL LENDTH
<br />SHALL BE 2'-S"
<br />FLORI
<br />NO,, 4W 197 P2W omoa�. W-
<br />S StATE /rT11LE C 0
<br />ZOR0
<br />SUILVING CODE LN.A bb !*-Iocu Hwo
<br />24 GAGE GXVANM STEEL STORM PANEL
<br />OLORAL PROTECTION PROOUCM LLC.
<br />SA. 61394M
<br />Anne ZOA01
<br />CA,
<br />AMC -
<br />MEMBERS TO BE SOUTHERN FINE No Z W/ SPECIFIC
<br />'k At
<br />20-175
<br />DENS" OF OL55 OR EQUAL
<br />Upia"k�.
<br />VALM .
<br />SHEET to =11
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />7WV1Ntk
<br />MAXIMUM ALLOWABLE
<br />"lorw
<br />I by
<br />24ga, GALVANIZED STEEL STORM PANELS CHVHZ,8L NON-HVHZ)
<br />DESIGN PRESSURES-IZA
<br />�64
<br />NOffTED IN DESIGN
<br />DESIGN NOTES:
<br />.UL,S
<br />ffS SCHEDULES
<br />WID h U14LIMITM
<br />-11 D�1GAT-1,jES,�ML1I1,--RES- - 1E.
<br />IT Lk
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<br />0 L E DETERMINED P,
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<br />SPARO
<br />4,H�S,,r
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<br />A
<br />SEPARA 6NGIN 11116 111�ACCORDANCE WITI THE
<br />V),
<br />TOP MOUNT (CONN-
<br />0IReMF
<br />'OV WAMG IN' "�H Fr
<br />DE Al
<br />-I V ACCOROANCEW1 HASCEWCHAPTER
<br />TYPE,AS,REQ!,D,)
<br />TYR.
<br />'DIN13AICODE SHALL BE LESS THAN
<br />'.61
<br />SEMONS
<br />OPTIONAL STITCH
<br />LHEFIMDA-S
<br />OR
<br />101�KAT To THE %IrTVE LIS eSATIV8 DESIGN
<br />P*56URE�QA VALUES TED HEfU=;N FOR ANY"
<br />0-2d
<br />$OLTS WItWWASHERED
<br />ASSEMBLY A ,
<br />111-1401
<br />2 �
<br />WINGNUT5 FASTENED
<br />OVERLAPS 0 MIDSPAN (USE
<br />GENERAL NO-FES:
<br />4
<br />APPROPRIATE SPAN TABIE�
<br />''
<br />I �j7IATI.�E�rIBEJEN'-. I
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<br />AVOITIONAl CS E SU
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<br />2, N023f-fj--� E IN ALLOVIA13L -STRESS HAS BEER USED IN THE
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<br />/7"N (NbTCHED PANELS)
<br />NJIS� ELEVATION
<br />*�Dv, 4
<br />o4o,
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />ALLOWABLE PANEL SPAN & GLASS
<br />24GAUGBPANELS
<br />MINIMUM STORM PANIEL SEPARATION FROM BLASS
<br />(WMININCIZONEII&ESSENVALFACUTTIN
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<br />POSMM LOAD$ Less THAN OR EQUAL TO
<br />ADJACENT
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<br />D.C. PANEL PAST16AM SPACINGTASLEVALUIES FOR
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<br />ACCEPTASM OTHURWI$ USIENEXr HIGHER
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<br />-
<br />0 40
<br />GLASS SEPARATION NOTES,
<br />WIN - ts.
<br />MINIMUM ALLOWABLE SVARAf'nOR F Mr. TO BE PROTECTED.
<br />ROM THEOPIENI
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<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEX T HIGHER
<br />LOAO� 91ob)
<br />3. FOR INSTALLATIONS OUTSIDE OF T�HIE NVHZ AND OUTSIDE Of ESSENTIAL
<br />TYPE
<br />FACOUTTES INASTH WIND ZONES I THROUGRILITHSIStASSSePARATION
<br />SCHEDULE is NOT MINIMUM SEPARATION FROM THE
<br />PROTECTED
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<br />-.1.; 0.1 VALUE 01 IN ANCIM
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<br />20-31543
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<br />ANCHOR SPACING SCHEDULE:
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<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TDAIL PRODUCTS CERTIFIED HEREIN, BUT ONLY,PROVIDES CC
<br />MIA�IMUM ALLOWABLE ANCHOR 5RACING, NAxi mum Ai.LowAaLuzPANS AND PRESSURES INDICATED
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