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<br />PANEL
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<br />(END PAWL)
<br />NTERIOR PANGI) (I R PANE
<br />(INTERIOR PANEL)
<br />a' L.
<br />(END PANE() I I 1�1
<br />SEE MOTU
<br />SEE NOTES 2. . 4 i0.
<br />10,
<br />Is
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<br />*& l '07 -43
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<br />%Yr 3
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<br />(SEE SECTION Ell III ALTERNATIVE EZIW ON SWEET 16)
<br />Inw/la
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL
<br />10 SYSTEM
<br />SCALE: 3/32'-1'
<br />41
<br />1/4' Me, GAP
<br />SECTION A -A
<br />SCALE 3/32"- 1"
<br />t ENGINEERING
<br />ENGINEERING Existmenne
<br />PRODUCT EVALUATION REPORT
<br />Septa rdw 15. 2020
<br />Application Number. 17NO, 1 - R2
<br />EX project Numbac 2041543
<br />Pro" Manullischices: All Amorlm Shutters and GlAss
<br />MosittsectufarAddrost 11540 Donne Road
<br />Vftort Palm Swell, FL 33409
<br />Produce Name ADoWittlon: 24go Golvanized 8"Slomn Panels
<br />Law MWW Impact R"Wtwd
<br />Scope of Evolamwon:
<br />This Pro" EvMmOon Report is beft Issued In accordance, with the requiroments of the Florida
<br />Daps elmonil of Boha and Pmlomk" Reg"on (Florlds Sulkling Commission) Rule Chapter
<br />6IG20-3,1105 ' F.A.C., for stakewide acomptence par Method I(d) The product noted abovehas been
<br />Mated and/and/orovehisted se aturonarized heroin to show co plane with the Florida Building Code
<br />Seventh Edition (2020) and In. fat Ille purpose Intended, at head equivalinot to that required by the Code
<br />111164vokedlon of this product shop be required following pantelent Florida Building Code modillostions or
<br />rovial".
<br />Substs~ng Data:
<br />EX drawing 02041643 OW 74ga Galvanuted Shfil Stairs Panels (HVHZ & Non44VHZ)% shogft I-S,
<br />pospow by Eronos" Express. so" & ifielied by Frank Bonnsida, P.E. in an u"givel part of Iffe
<br />Evaluation ROW
<br />- TUT REPORTS
<br />Uniform %ftc structurs! parfarmance has been t000d in accordance with TAS 202 too slandam's per W
<br />report(s) NOT-AEG-17-Mi by Blackmailer Testing, Inc.
<br />Liagia Ir 1 11 knitted mkbwA and cyck loading porliarmeria has been tested In accordance With TAS
<br />201 and TAS 203 left standards per test report(s) ORT-A$G- 17-001 by Blackwater TERAft, Inc.
<br />3tructurall singilefift coloulellons have been prepared which ionlusia the product lifted an
<br />co"orowo mWor national wsyals to quakly this following design Ontario:
<br />1. Moolmurn Allow" Spam
<br />2. Mkilinsern Allowatilo Spam
<br />3. Minimum Oba Soperadon
<br />4. Anchor
<br />160 SW 1211 Aylimus SuITt 106, DEERFIELD BEACH, FLORIDA 33442
<br />(2S4) 354.0660 1 (866) 396.9999
<br />TEAPIOEmaiiiiaititiGExpRess.cot4
<br />ENGIARGAINGEXPAIGS.COM
<br />LAST PANELCD TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />70 K INSTALLED FROM INSIDE Of STRUCTURE.
<br />bm �
<br />(X) 20m; E-7 HAND STORM PANEL SYSTEM
<br />� LNG OF µFELL+ Cant TRACKS TOP & BOTTOM.
<br />(2) END PANELS SHALL ALWAYS BE CO 10 BOTTOM TRACK
<br />BAN SHALL S. X%p
<br />OTHERWISE A STOP AT TOP OF SUCH
<br />PANELS.
<br />(3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SWILL CONSIST OF 1/4'9-20.3/4* M.S. W/ 7/8'0.3/32' WING
<br />No ORZ4=4 Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK
<br />FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FIAT FLANGES Of DO PANEL.
<br />(4) IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I a. A STOP W IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHILL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK WY OCCUR AT µY PANEL lOWT1pN.
<br />t INSTALLATIONS ONLY VALID FOR WINO
<br />SPEED UP TO 170 ..P.h. I
<br />ENGINE : ERING
<br />Page 2 of 2
<br />All American Shuhm and Glass - 24p Galvanized Steel Storm Panels
<br />No 33% increase In olmvotft smsa has been used in the design of " product_
<br />Separationfrom aloxft Is not "Wrod for lmbMWm outside of wind zone 4 and oss&nW %CMOs,
<br />IMPed Resistance:
<br />Large Impact Resistance has been &mwvWWAd n ""Waned In proi(xisly, Isted lest re"s). and Is
<br />accounted for in the ongineff" design of mis product
<br />Wind Load ROWStanee
<br />This product has boon Closigned to resist Wind bob as Indicated In the open schodulaist an the
<br />tospeclive Product EvsWon Document 8.e, originooft drowing).
<br />instoliwon
<br />Tees go" " be Installed in W41 compliance with As respective Pro" Evoluddon Docturont 0.9
<br />wonsestlq drowing), a" with *0 components road therain.
<br />Product componards shall be of "FEE nations! specified in that pliduct's respective Product Evaluation
<br />Document 0.9. orablooft drwaft-
<br />UMINflons & Candidons of Use:
<br />Use of this product shell be In strict accordance with Me respective Product Evaluallon Document 0.0
<br />engine" drawling) n noted herein
<br />Aft supporting host structures ItM be designed to mM all towWpnW bads and IEW be of a material
<br />IMINI In this product's reopecilin anchor schedule. Hold shmbme conditions which are not socounted for
<br />in this product's respective anchor schedule oW be designed for on a sk&4p*dk link try a regisfored
<br />Pro*-O-1 ora-
<br />AN compononst which are pormanaintly frwMkd shag be protected soalrEA corrosion, contaminsdion. and
<br />Other such damage at all times.
<br />This We" has been designed to use w" and outside the High Ve" Huorkame Zone (HVHZ).
<br />RospectibIly.
<br />Frank acanardo. PE
<br />EficumeERENfe ExionEW
<br />NPE0046149I Cert. Auth. 9885
<br />160 SW 12'" AVS1141 SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 3S4-0660 1 (566) 396-9999
<br />TIAM0E%aiNioRiNGEX0RlSS.COK
<br />9"GINFICAINGENFRISS.Com
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<br />INSTALLATION DETAILS FOR
<br />IKTO POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z
<br />BLOCK
<br />HANG STORM ANEL
<br />AND WOOD STRUCTURES
<br />in
<br />r-cmw
<br />CONCRETE rL=
<br />__/ "Vo Top
<br />CZ_
<br />1/4-0 MACON
<br />"r - 111"I* MEN HEAD M
<br />ANCHOR 0 Ir D.C. SCREW 411 FROM
<br />OK OF
<br />J140' WX HEAD TEX
<br />10" 061' FROM
<br />WOOF
<br />V
<br />yl
<br />NLTS s9h.
<br />4.
<br />luvmTook
<br />"Re'"t to CLASS POP
<br />EXIS SEPARATION
<br />to GLASS.
<br />POP
<br />NNEY
<br />1;..
<br />0
<br />FEW
<br />•
<br />`.. __ ._...__ _I 6ENGTH
<br />MAIL
<br />PAN& U,/1Y-YOrI- Y j�//J7j
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<br />To GUN$Sr
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<br />TO CLASS
<br />I or
<br />or "V
<br />I
<br />LP I
<br />W4*0 TAPCON ANCHOR
<br />12* O.C.
<br />1/4-0 TAPDON
<br />AM ANCHOR is I. i
<br />l..4.
<br />REQUIRED
<br />CONCRETE BLOCK
<br />REOUM.
<br />Aj
<br />C11LE 3/8w 1
<br />E71W
<br />SCALE 3/8-1
<br />FLORIDA BUILDING CODE (WIN ifigh Velocity lww#u
<br />one Zone)
<br />MIN. PANEL LENGTH
<br />1. INSTALLATION ARE ONLY VALID FOR MO. A.SD. DESIGN SMALL K 2,-6'
<br />PRESSURE RATING. +/- 40.0 P.S.f. AND 6'-0' MAE I
<br />4 1
<br />lir
<br />s:
<br />-I= TLAM SIM 24 GAGE GALVANRZEO STEEL STORM PANEL ri..
<br />000 P,
<br />W/V/nn
<br />11LIECOsete OWMIL PROTECTION PRODUCTS. UC.
<br />PANEL LENGTH.
<br />FOR NEW FRAME CONSTRUCTION: *000
<br />o R ii)
<br />Not, so, 111 400111
<br />11011,
<br />2. WOOD
<br />MEMBERS TO K SOUTHERN PINE No 2, W/ SPECIFIC
<br />_Mwt DNA
<br />Ft
<br />MAL 32314
<br />PNOME, (WHY!-7us, INA
<br />20-175
<br />DENSITY OF 0.53 OR EQUAL
<br />c400m1t
<br />-
<br />M 1-1 1 il-
<br />Dow"
<br />TP &
<br />'aw InMI
<br />Fa9 1
<br />OHM Is W Is
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />�4PERA TO PANEL")
<br />Top MOUNT (CO
<br />T-Y;r
<br />TYPE AS MWIQlN
<br />DI
<br />&BDT1
<br />IIIJILT5 WITH WASHORED
<br />WINE"Urs FAsTIENED 0
<br />OWALAPS 41
<br />ALIQ'D)
<br />FLO0.3731,
<br />MAY Be All
<br />&EICITTOM
<br />t-I'N TYPICAL VERTICAL
<br />MOUNT ELEVATION
<br />VN.T r.
<br />EUMIATTION
<br />TOP MOUNT
<br />1,4710
<br />OBSMGCTfoh
<br />(LOCATION MAY VARY)
<br />AS RCQ'0)
<br />SOMM INGLI �CONNTYPE As _7
<br />PANELS MAY IM NOTCH ED AS ASIVIRED, OPTIONAL45111CH
<br />PROFIT DED THAT CONNECTIONS AND BOLTS W11 WASHIRED
<br />ANCHO %NGNUTS FASMeD 0
<br />.A., A=V,,WL,,WWC.HrAAUT.1,SFOYN. OWMMW 9 MIDSPAF15 E
<br />4,JkTESPMTA2I
<br />VERTICAL MOUNT ELEVATION
<br />/-2"\ (NOTCHED PANELS)
<br />\.Aj N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE P"ELS
<br />MINIMUM STORM PANEL
<br />UPAM14ONFROM CLASS
<br />I"VK4 WIND ZONE 4 1, 15SIRTA1 FACNJMj
<br />MAXIMUM
<br />I
<br />"NoN
<br />N
<br />iLNsiAATostii
<br />iwaLDWA
<br />lAI
<br />"q"Vk
<br />THAN"ANsoGKA
<br />IHL~F&r
<br />INV)
<br />6.ft
<br />130DM
<br />si"
<br />1-16M
<br />uonM.
<br />6,06.
<br />416:0
<br />In
<br />2.16M
<br />)ISM
<br />q-80
<br />I $32.
<br />609
<br />2 5nn-
<br />a-iti"
<br />vac"
<br />:sFA" bt-NIZU11JILI: Nu 1 tb:
<br />1. "in SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD III PANeL FASTENER SPACING TO
<br />DeTMMINIE MAXIMUM ALLOWABLE STORM PANEL
<br />SAAAN. SCII&74.0 IS ACCEPTABLE FOR USE WITH
<br />P=nVE LOADS LESS THAN OR EQUAL TO
<br />NOUTIVE OMGN LOADS.
<br />2. 'PANEL FASTENERS ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />I'F'-TAACK, STILICIM ANGLE. ITC.) USE 6,25-
<br />0 C. PAINEL FASTENERSPACING TABLE VALUES MR
<br />ALL *M"' AND'tr,HBACM (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3. LionIAN invERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE. OrNOWISE USE NW HIGHER LOW.
<br />GLASS SEPARATION NOTES:
<br />I ENTER SPAN SCMMNAZ WITH POSITIVE DESIGN LOAD To DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE (MINING TO K PACIFIC.
<br />21 SCHEDULE 45 RM9146D MR USE WITH POSITIVE LCMU)S ONLY INTEROOLATION BETWEEN LOADS 15 ACCEPTAIN.E, OTHERWISE USE NEXT HIGHER
<br />LOAD
<br />3. FOR INSTALLAfiONB OUTSIDE OF THE MVM2 AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN AST14 WIND ZONES I THROUGH J. THE GLASS SEPARATION
<br />SCHEDULE IS Will REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />I PROTECTECI GAINING IS REQUIXID.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS Norm IN DESIGNI
<br />PDETSMIGTNO NOTESI M: UN H SCHEDIUGTL0HE
<br />E4$
<br />se $1. r,OA,r *T
<br />AP9TE1
<br />R)
<br />N U1 SHALL LESS THAN N
<br />a V.4IUES
<br />USN D MVMEN FOR ANY
<br />Y AS 6
<br />GENERAL NOTES:
<br />I. 7HSQ SrEC3F5ARON NAb BEEN OFSEON004110 SHALL IM! FORNICATED IN
<br />niN LARDIN THE
<br />4. SMARATE % W KIRCI's "e1'"MI" o"D at
<br />MrM1N,TrrOELCZIM0"IMa HISTIN07 , ENGINEER FORALTS ZNS?AN U TNSAS MAY
<br />" V 4S."D. IIVL.N 19 GeNtJUC AND 000 NOT FWNWOe
<br />LNFOftFIAMQA;a5AjA2ftCIFI06M FOR Stir CONDSIONS DDVt NTFAOM
<br />THE CC TIC Bit R. OR RgaimAND
<br />0 of"I M,
<br />MU 5 ftA IN Me
<br />AWHIT IN .Dnittj�
<br />.. WIMDCIEZV'�
<br />0. DESIGN PRESSURES NOTED MINES ARE BASED ON MAXIMUM TISTID,
<br />MAY oz= AS
<br />RWN a
<br />ADDRIONAL
<br />G& TO THIS OMLIMONT
<br />IRON
<br />III LABEL
<br />VISIT SCAL12.1041543
<br />f
<br />4.. 11
<br />;Vlm-ALLOWABLE SPAN SCHEDULE
<br />TOP MOUNT
<br />asav (or, 7 1 a, 1 2r 1 2W zr
<br />31r
<br />:F w -4
<br />_rr_
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<br />2c 2 Air 4r JrE
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<br />30' W
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<br />Z 140 MIRMAkn0h MAN ALAU to AINIMMIN, WXI. AAW6,INNt IS MEAM I -A V Nom ICw
<br />4 Soft V1 cl� isr W,
<br />=041,60", "CLAIM IN INILI �
<br />0 'MIN ONLOOV "04. ft"lob U."1104 1"M OL I" -,k M ftP P 141 'r
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<br />EGRESS PANEL DETAIL
<br />M =AL
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<br />I- VO,I.', Ili
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<br />MAX.
<br />BVILD-OUT
<br />yZ.!I9ijNI (Imwrr ROM,
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<br />low
<br />OVERLAP 382,
<br />�1 MAN
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<br />INL.,Da. IV KAX
<br />.-A.L RED
<br />lift II
<br />ANCHOR SPACING SCHEDULE-
<br />24 GAUGE FAN", PANEL FASTENERS 0 12.5' O.C.
<br />2.11" EDGE I)ISTANCE
<br />(PWI
<br />WIN UP TO 1110
<br />111marTear-3r
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<br />ANCHOR NOTES:
<br />I ANCHOR SCHEDULEAPP1.1" TO ALL P=CTIR M'nMeD HEREIN, IlUr=PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MUM ALLOWABLE S*NS AND . WRES INDICATED
<br />IN SPAN SWEDULE ST-ALL APPLY. ASED ON PANEL FASTENER SPACING, THE 15XISTINGSTALICTURE
<br />LOAO GFILENTIER THAN OR W-IJALTO NEGATIVE DESIGN
<br />R., ANs A11% I =1 .111.=GREATER TITAN OR E QU A 6 TO 5 H W r F R SPAN. SAL OCT
<br />CONNECTION TYPE "BED ON . DETAILS ON
<br />tXM7FlCATjCWTlIOPFUAff MOUNTING CONCIMON (BEE MOUNTING
<br />SHEET 2 FOR, CONNE01ONTYM.
<br />3, 'PAWL PA3"~ ARE STUDS USED IN COW UNCTION WITH ALL MOUNTINa ft'MUSIONS
<br />M-rRACX,sFrUODuiO ANGLE. Ere) USE GLIAT"04 PANEL FASITINERSPACING TABU VALUES, NOR
<br />ALL 4H, - N buTUDOLIT COT t(M .- ERV M
<br />4 W HEDIE 1;
<br />AN= SH =N OCORDANCEWNTH UPACTILIPERS'REMMMEROATIONG,
<br />S. HOLLOW 5LOQ01OV$TRUC`TVRI!S10LI. CONFORM TO ASTM C99 KOM
<br />Is. MVOMVMMAS"EK"�LMAS.NOMINAN04ORSDiFOULE,
<br />FINISHES WALL FINISHES %HALLaE LIMIT TO W4 M41OR SHALL M yERII= BY GTHFAS TO
<br />ADEQUATELY TRANSFER, LOADS TO HOST STRUCTURE
<br />a CONCRVE AN*IORS NOTtD HSNEM SHALL RE EMBIEDDED TO UN-C.RACI= CONCRETE ONLY,
<br />IF FRA41%Z1611 NG CO11DITIONS MAY VARY. FlIELD
<br />MIN. NO PLY
<br />4.4, 41, =0M6Wi1'1TPj..1%1VA MEMBERS, NOT WOOD, FAFrENING
<br />TGPLYV1O0D*ACCI!PtA5L.ECKY " SIDFCLOSUKEPrECES
<br />10' WHERE ANCHOR$ FASTEN TO NARROW FACE OF STUD FRAMING, ?AfiTtNeKSkAtL lI1LOCATED tee
<br />CENTER OF NOMINAL 2' 0 X 4* (MIN.) WOOD STUD
<br />NIN)WOODSTUD J.EDGE DISTANCEIS ACCEPTABLE FOR WOOD
<br />FRAMINGI. WOOO, STUD SHALL Bi `SOUTHERN pl� G-045 OR GREATER DENSITY, LAO SCREW
<br />SHALL PAVE 'PHILL14UPAN 149AO OR HEX HEAD,
<br />11 REMOVABLE ANCHORS ARE DEWALTPANE MIZ,ALL-POHMSOLM-SET&BRASS aWSHING
<br />Q MACHINE ICRDWS 04ALL HAVE 1jr MINIM M ENGAGEMENT Of THREADS INTO THE CASE
<br />AN04OR AND MAY NAVE ETiIEp A ;IN HEAD " HEAD DR HEAD pW
<br />R"AllaT....
<br />13,MNNV.ENBE. A1,E.EDIST4Z�VCLUDg;TUCGCOOT,EDWALL F3V
<br />14, Ir =%Wffi ANCHOR CONDITIONS WHI04 APS NOT AGIMPTABLE USES.
<br />Ls ATTING ;ONOTTIONS-
<br />IS. LINEAR INTERPOLATION 13 NOT PERMITTED FM USE WITH THE ANCHOR SCHEDULES USTEQVN
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1.5
<br />
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