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<br />(END PANEL) (NITERIOW PANEL) (INTERIOR PANEL) (NTERIOR PANEL) (END PAt$'.L) 1rFx.
<br />SEE NOTES 2. 3. 4 I f SEE NOTES 2. 3. 4
<br />V-0•
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<br />PANE. LENGM
<br />SS. 901
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<br />E21/1Br
<br />EZ1W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL j) SYSTEM (t)
<br />AP
<br />SECTION A -A
<br />UW1hKWNHN
<br />SCALE: 3/32•w 1" apOt(IQI A. Tf(Vti
<br />ENGINEERING
<br />ENOINICERINO EXPairse
<br />PRODUCT EVALUATION REPORT
<br />Septenlbsr 15, 2020
<br />ARplostion NunTber: 17M.1- R2
<br />EX Project Nan1Wr: 2031543
<br />Product Menubehrou AN AnPulan $huftere and Gass
<br />Manufacturer Address: 1540 Donna Road
<br />Waist Palm Batch. FL 33409
<br />Product Nana At Description: 24go Gallonixed 6100 Storm Panels
<br />Lame Mhsile Imped Resipaot
<br />Scope of Evaluation:
<br />This Product Evabdan Report is b" lem" In soardana with tit regoirsnwna of the Florida
<br />Doperbrent of Business and PrOloss! al Regulation (Florida Sulking Conxr MWw) Rua Chapter
<br />81 G20.3.ODS, FAC., tar satewide acceptance, per Mdhod 1(d). The product read above has Wen
<br />tested onalor sreluded as swmnenxed heroin to show Iwmplance WO the Florda Building Cade
<br />8evendi Edtion 0020) and It. for tie purpose Mtended, at teed squNaad to that required by the Cods.
<br />Ro4waktatian of this product slag be required IoNowl nm peRasM Florida Boildlrg Code mDdlAastlons or
<br />rwlslont.
<br />Substantiatlnq Data:
<br />EX drawing 0203154 dM'249a GWenimod Stan Storm Penes (HVHZ i Nat-HVN2)•, show 1.5.
<br />prepared y EVSI Senn; Express, signed i assad by Frank Bennudo, P.E. Is on Integral part of this
<br />EvMuekn Report
<br />Untiorm st0c stucrixal psrbrmance has been lsstsd In seooraerm with TA8 202 tad standards per tea
<br />repents) 88T-ASG-17-001 by Backwsla Testing, Inc.
<br />Lame missile krlpec resistance and cyck IOodng parbmhahos has been tested In socordo nce with TAB
<br />201 and TAB W3 test standards per tad reps) 88T-ASG-17-0O11 by &ackwMw Tw". Inc.
<br />Stnucaral Strowrirlg akuatlons he" tleen propend which ewWte the product based on
<br />compared" andkr rational arelyals to qusBy One blowing design criteria:
<br />1. Makraun AlbweWs Spans
<br />2. Minlwum ANewable Spent
<br />3. Minimum Glass Separation
<br />4. Anchor Specng
<br />160 SW 121- AVENut SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM a ENGINES SINGE XP RESS,COM
<br />ENGINE[ R7MGEx01tESS.COM
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<br />a LOST PANEL TO BE INSTALLED AT EACH OPENING SHALL ALWAYS 13E
<br />PROVIDED W/ REAR HANDLE TO FACx1TATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES
<br />(1) pEE)'1�1^2000 E-Z HANG STORM PANEL SYSTEM
<br />NC OF L a Coot TRACKS TOP !BOTTOM.
<br />(2). ENO PANELS SHALL WW BE CONNECTED TO Bottom TRACK
<br />OTHERWISE A STOP BAR (� SH4L BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF ENO PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SWILL CONSIST OF 1/4'e-20R3/4' M.S. W/ 7/6•er3/32' WING
<br />NUT OR 1/4•eN3/4• Min. THUMBSCREW INTO TAPPED aonaM
<br />TRACK. LOCAtTION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR MT FLANGES OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED 10 BOTTOM
<br />TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LUST TWO
<br />PANELS SHALL BE CONNECTED 70 BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 ..p,h.
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Sted Storm Panels
<br />No 33% Increase In slaNabie street has bean used In tW design or Oft product.
<br />Separation from Blatinp Is not required for klsalag" oulNde o/ wind xere 4 and saw" won.
<br />Impact RoNstance:
<br />Large Inlpeot RoslsEEnce has been demaatrsad as evidenced in pre rIously asked tsst report(y. and is
<br />soomted for In the ergkwerkg dsatgn of this product.
<br />Wind Load Resistance
<br />This product has been designed to Sasiat Wind beds ve indicated in the span sch ckdo(s) an the
<br />respeclve Product EveBakon Doa rTSOM (I.s. aralneeNaO drerMg).
<br />Installation
<br />This product shag be insaged In strict cwq*wm Win hie respective Product Ev"NaGon DoaLn ent 0.9.
<br />erglreedfg *reusing), Hong wO aN ISO(rpOrlafd& Bead Oleraa.
<br />Product components shah be of the msadal specils f In Old product's tespective Product Evaluation
<br />DOmMnent 0.e. elgirmteft dra ing)-
<br />Umhations 6 CondMons of Use:
<br />Use of Of product shol be In strict accordance wIB11W respective Product Ewaluallon Docurowt 0.9.
<br />wVkwslkg dravMp) a noted herein.
<br />AN Supporting hod strcoWres shsN be assigned to resist 84 supedervosed beds and shol be of ■ materiel
<br />Need in this ~'& respeeMe anchor schedule. Nod Structural con d bors whaar lt e not @coo~ for
<br />In this product's respective answer schedule IWI be designed for on a 91194peal c brie by a registered
<br />prokosionst engineer.
<br />AN am/eFhalls winch are pemrrnonOy irhstaled MN beprotected epeNst Corrosion. 000tarthkha8on, and
<br />Other such d*MW at IN times.
<br />This product has been designed for use within and outside the High Velodty Hurraano Zorw (HVHZ).
<br />Res trull
<br />Pa Y•
<br />•f4
<br />Frank Bannardo. PE
<br />EN661Ectt" Ewritne
<br />8PE0046549 I Cent. Auth. 9885
<br />160 SW 121" AVENUE SUITE 106, DESRFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396.9999
<br />TEANe ENGINEER1NGExPRESS.COM
<br />ENGINEIR114G EXPR IS$. CON
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<br />INSTALLATION DETAILS FOR SERIES
<br />INTO POURED CONCRETE. CONCRETE
<br />2000 E-Z
<br />BLOCK
<br />HANG
<br />AND WOOD
<br />STORM PANEL
<br />STRUCTURES
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<br />CONCRETE HACK
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<br />SCALE 3/8-1'
<br />MIN111
<br />AN ENf l�9
<br />IDS IN. PANEL LH74CTH
<br />1. INSTALLATION ARE ONLY VALID FOR MAR. A.S.O. OESION SHALL 13E 2'-8'
<br />•4
<br />* • ,k j *
<br />FLOBDA OWLDINO CODE Non High VelocityNUfrlcans Zone
<br />mm9, I=%fee rA.
<br />24 OAOE GALVANIZED SfEEl STONY PANEL Bow N,
<br />PRESSURE RATING 6/- 40.0 p.s.f. AND 0-0. 1Mx
<br />PANEL LENGTH.
<br />•,. SiATE
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<br />IL RCOtI[a.
<br />PROTECTION PROWICM. LLC.
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />OA: , F[4g10
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<br />AGO fw. M SAW
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<br />MEMBERS 1D BE SOUTHERN PINE No 2. W/ 517EC1F1C
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<br />tom, po Pr_-__ I ft I •r+• e, PWac n6gw 76 ot. (wMmG° 67n
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />*.w+►4'
<br />a-■0=710
<br />a t•
<br />00I -
<br />91RB1 le IM N
<br />�[ALL AMERICAN SHUTTERS AND GLASS
<br />,?4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP. TO PANEL SPAN)
<br />TOP MOUNT (COMN TYP.
<br />TYPE AS REQ'D) 6ECTIONS
<br />y-- OPTIONAL 00,'-20 STITCH
<br />OOI.TS WITH WASHERED
<br />WINGNUTS FASTENED 0
<br />OVERLAPS 6 MIDSPAN 111.
<br />N N APPROPRIATE SPAN TABLE)
<br />PLAN VIEW
<br />RUSE*
<br />L /
<br />\
<br />BOTTOM MOUNT (/ )
<br />(CONN TYPE AS
<br />REQ'D) MAY BE AT T 0, 375"
<br />1 TYPICAL VERTICAL MOUNBT ELEVATION
<br />1 N.T.S. ELEVATION
<br />TOP MOUNT Lr11aN
<br />.51
<br />(caNn TYPE (SPAN ABOVE
<br />OBSTRUCTION)
<br />REED)
<br />SI� Ny
<br />D0T'TOM
<br />(CONN r
<br />�1i7F-g
<br />7DO'tp
<br />AS REQ'D)
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<br />TOPMWNT
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<br />(LOCATION MAY VARY)Ut
<br />�CON
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<br />BOTTOM
<br />BELOW
<br />TYPE AS REQ'D)
<br />(SPAN
<br />OBSTRUCTION)
<br />AS REQUIRED,
<br />OPTIONAL ICI''-20 STITCH
<br />BOLTS Wfii W1U)FHERED
<br />�IANELSMAYSENCTCKED
<br />PROVIDED THAT CONNECTIONS AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />WIN6ALITS FASTENED 0
<br />SPANS ABOVE a BELOW 01ffiTRIICTION.
<br />OVERAP9 6 MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 PANELS
<br />ELS
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(HIVHHT WOOD M 4
<br />a ESSENTIAL FACRIIIE N
<br />MAAMULA
<br />DESIGN
<br />ALLOWABLE
<br />INS7 TTONSRLSS
<br />AlU
<br />01STALLAIN)NS GREATER
<br />PRESSURE
<br />(PSI)
<br />P9
<br />YAN LILY
<br />1 1
<br />7MIW 90'ABDVEGMDE
<br />71MN )0'ABOVE I3AADf
<br />♦/•35
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<br />act in
<br />7.16 M
<br />•.55
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<br />106,6 M
<br />-_
<br />6.05 M
<br />2.JS M
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<br />2.901.
<br />•/-70
<br />26A In
<br />G@I 10A0 a ►ANEL ALLOWABLE
<br />LOWA L sP O Mc AN
<br />fEAMIN! MAXIMUM A{lOWAeIE STORM PANEL
<br />VC SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />WIVE LOADS LESS THAN OR EQUAL TO
<br />EATNE DESIGN LOADS.
<br />PANEL FASTBNBIS ARE sit" USED IN
<br />N)L"MON WITH ALL MOUNTING E TRUS10NS
<br />'-TRACK, STUDDED ANGLE. ETC.). USE 6.25•
<br />:. PANE- FASTENER SPACING TABLE VALUES FOI
<br />M- AND'U'•HEAOERS (INCLUDING BUILDOU
<br />WIT IONS . )
<br />GLASS SEPARATION NOTES:
<br />1. ENTBI SPAN SCNEAUIE WITH POSITIVE OE90N l
<br />MAXIMUM ALLOWABLE
<br />s��' .
<br />DESIGN PRESSURES: t«
<br />AS NOTED IN DESIGN m
<br />DESIGN NOTES: SCHEDULES
<br />POSITIVE AND NEGATIVE DESION PRESSURES CALCULATED
<br />FOR USE �W�R�Np�TNpN�I9pSKYSTEMq�(S{HAAALLL�BEE DDIE71!R�MIINED PER
<br />HE
<br />SE�P✓ED IN A�CARDAE7�OWITHIASCE 7 AND IPTER
<br />IWO OF THE FLORIDA BUILDING CODE SHALL SE LESS THAN
<br />OR Ep UAL TO THE POGIIIVE OR NEX;ATNE DESIGN
<br />PRES&INRE CAPACITY VALUES USTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN,
<br />GENERAL NOTES:
<br />TMS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE HNRICATO IN
<br />HAS SIGN USED 1N THE
<br />' MROaECT
<br />0SI ALLBE NHPONSIBLE
<br />O THIS Dl61aN WHICH
<br />AcrOR,
<br />P; S QON I-11 1u.- D tin
<br />PAM CALCUUT70N9 AS
<br />ON MAXIMUM TESTED
<br />12 TOP B 1or'raM DETAEa SHOWN MAY SE INTERCHANGED AS MELD
<br />CONDI}}1IppN! DICTATE. /ANEW NAY 1E NOUIITED VERTICALLY OR
<br />HOG)20NTALLY Act APPUCMN.
<br />12 EXIN Tt ANOIOIIS NOTtO NfRBIN BNALL BB BNBBDDBD TO
<br />NON-CRACKEDCONCREfTE ONLY. INSTALL ALL CONE N04OKS P A
<br />MANUFACTURRS R[COMNENOATIONS. CONCRETE °
<br />13, THl C1OgNTMIQST6OGq Resgntllla TO INtULAi (IIOR /GO'TKTALL
<br />24N E G,M!lN9W. AAFFIIXXED MORE TO VAOI!RE604111ECTU�RAL DESIGN AS
<br />SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, M. It
<br />INIXMNInte a MVES HARMLRf TIOS tl1aINlal TOR COST B DAMA=5
<br />INCMONIM LFAZISG a ARPELUT! FE6 A�ULTa1G F M MATAMIAL
<br />FA°RICATION, SYSTEM ERECTION, & CONSTRUCTION PPAC710ES GEYOND THAT
<br />WHICM A CALLED FOR BY LOCAL" STATE, 6 RDeRAL CODES B FROM
<br />DEVIATIONS OF 7)R9 FUN.
<br />Is. EXCe"O EWAE°°LYFAOVIDED HEREIN NOADDMONAL
<br />CIRTIRECLTIOMS OR AFMAMATTOryNSB AN INTtNbSD.
<br />IB. ALTIZONS AOMnONS.CIOTNMMARANGsroT moOCUMBNT
<br />ARE NOT PERMITTEb AND IINALILATE 71113 CERTIFICATION.
<br />17. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF(1)WEL
<br />P90 IVaW 3.D Aer, CONTAINING Tint FOLLOWING 1NFORIMATTON.
<br />VISIT EGALC.10)ST1i113 E $��
<br />Fen r 7°7: NC [:nLT e•A
<br />A `41f-\:IIW .;A F•111. rr.IFNI!I-'YI
<br />Mai
<br />PpeAMII1MMLKAN IOORr!•IYIEIMO
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />t. tsAtrs 3rR)WN.IHu AAe MIMrR•I 4LLONAr4 "Azle MAo aN 41Ir 1'OMMN♦n0N w 14EONtINo
<br />CDxOrnaxs ATT01 a eor*oN- IHINL LENDn1i Le64 rww,tgST NOTED IN T4W ABDY• Ala rem
<br />ACClwAal.
<br />7. ND SEPJNUITION w0N om li AroL11C0 was rANtt LeJIDr.I IS CANTS• tK4N 71YT PJOTlO NWII
<br />o .ONES, ! OSUR ft'QUWAD FOR ABOVE.
<br />J. f10! ROEt1AlS A(OVUMp KITE NO MNf M iAft ABOVE INWINd 10QOUMAN MOT
<br />USED 1rTN fR0rMCWOOTfOFS. NgrMTpROM OWASS
<br />AWL ! 19A p9fNl T
<br />♦, i/elL YO.OM I M W111gl1f SitrM •0.19 AMD P • BOIn Wrtn Mlrtl AFPLMS lfP 1 14M VIEW IFJIIPI
<br />M6'IHYlRi • fI.S' ell •.7r'
<br />6. MNLL! IMY SMN I1. UGMGUN MOUI aIF D1 WF Tint OM10NN N Y M IHUWYI CLDSVAfi F!A
<br />ONe1tMG I'YI LrrNl'X'1. IIMMG ANY MgNrtING COl1pttI0N NIOwN IN 1 !,� DIYw1IK.5
<br />1
<br />ALPF, KOTA OR / wort OlL9N IN AfIDgll
<br />.01* FAWNING S-14 A 1144a A GAOL
<br />PAPrt AD.Or t" ro
<br />EORM PANEL)
<br />MM��GRESS PANEL DETAIL
<br />DETAIL
<br />INTEi(IOR FASTENING
<br />[AR YMS
<br />Z
<br />�J;jj1�
<br />w
<br />i� Rg
<br />2 F
<br />4
<br />V
<br />taz�
<br />w
<br />LU
<br />4
<br />1.990' 2, ISO" "•IY. L-'�a`/
<br />1.350" O.0l4' 4r2.993
<br />OBO" J/4 w•IVU M '.
<br />7C250,, 0.750" z'3 yl> P 1nL` v.O. .625'
<br />0.094"
<br />4 t�. D.125' H 20 GA
<br />r1 }IOA94^ .o9r r- 5.O32a' �C TIP, u; 7YF 6 _ T
<br />ra "0.3 O•�0642" 2._ .062' /1 ~ " - ^Tr-�( I ry ,Ya� F'� ffiE
<br />1.970' 1.950" 1JQa _1 062 375"J i1.06i' yy �1 rD12Y Ila�, elff
<br />.070' 2.D00" 02t720' 250' x.000' L- J 2.00a" �•-• TTP. 2,a0"
<br />�-- S
<br />.ixt• 1.180"Tau f»-our v PEAOm µ cl,r-P'rp ¢L¢Buat Msn,D Nac
<br />I 3.380"HAW. �•,1,~�
<br />1.51 L360" �L660" S30 I" 0.16r"'�II 31�177PP"0,376" ��Orrp466"11j'0�.1�e"2
<br />I2.500"PPNEL COVERAOe 0•LA'�("1f5S" 0,19��I IrO.655" 0) 150"�I I "��j;695" 4.111
<br />1.007• M1:6
<br />14,e7s PAna LEn �- �,T fi ((.■■■■iiYiiY�AAAAAA'''ii risrj 1 LESS
<br />B4140'
<br />Otis se e�lct jug 0
<br />TYP. 'r �0.o90• p N.vr,wn oa7s^ .zu RO39S .305 N
<br />TYP. 7YP. 2• 0.700'
<br />m 4-4
<br />olE_ 7o-^r• 111Adf �•P• Rriplt @TYP. 0�090 0,957"
<br />v lfJ- 9d TRACK
<br />It■
<br />0.
<br />0.379'--••�1 r f 1
<br />.4S' �55'
<br />N'w.tier4�+•J`T1.
<br />WEST" i 0,19o'y ailil"'1`'L+ Z
<br />vaR rY,xr•I.1,4 ^0 •%•rnr n F4(
<br />fJ,M
<br />�DINtC7I0N vi
<br />rl_3.000" 07.1y2S!' �- p feo NNNMMM���JJJ
<br />ru?� 4'1Y7nYK r ANa£ - r11M0( O'.N1EN1■Dt
<br />1 I400 ' ?.v1Dxc•u-+•D[or3Aio
<br />n'o.:rlt,+w I, n.Nu-tux ti Q
<br />IDVHIUP O:eT/u;[
<br />4' MAX I.\ CORNRCIOSURF RETAIL 1
<br />1 O.IBB",j f+lTllc <o•XNere �. Lr MAX.
<br />MAX. M Y �
<br />-rz-In RMYYr .mrrn,<.•rar.r•nnl nnx
<br />ILI
<br /><aa^Mlwa. n. BUILD wrr. -6w',n a-i%e M•
<br />DISTANCE ;>t••4J":'IY..b,T1rM
<br />•etra ,rrrr RP' 1.000'
<br />. _..AAa•J.r
<br />a. • JA:' rriJ, u^ u � r•:: Le:,J•t a,-c'. _::: l a
<br />E rYIS• +..115•M. I')•'llti aOti P.. Its; ,Nx.rn :.Au
<br />CN'EED
<br />^ 1.a0Y al txs.u. NLti ;omv.:.t :r:n,LaLP-a :Y la!Plx rx.�•:*:OHtOLt PaI^nr11110
<br />OVERLAP YL^i e. N CO: Cn a NA i•1�./.. x,'x.-:a P aJ.: -:✓•;
<br />^nw)lu.ww. 3.920•
<br />INL
<br />M'.�A•MLxw4: a.; /1 wnul.nu MaINI culwlw•nrmx
<br />A:It•r fo: a �.25"MAN.
<br />4A<M'.•l :'. YMI,•?3*f' N.T./. 'SDO-
<br />i. I •L w'.9 .•' Lnc l a'. xsnn 1E
<br />1.500`
<br />�J:J'. UYV, r)rtt e�U.L li'. )PJIW.
<br />rrn-NA•I,:a F•Y)•F 4"MA%. , MIN. w0: cuuM'wle 1:•+n� pppp
<br />! 1'A'14•:•I11M1J4 ADB' w•cTNtl .'..'RNf.P�
<br />M'il Ll•IAwHaI MV'4.1 • A'A 44' 4J n.' J::.I..••, •"nl, C
<br />n COANSRCl0911Rd 0ETNl A:•:w^4<I N+:K1i; mW'A:. a'xrJ all
<br />v BeD 7PiJrt•: rN.7(:. �i: �3�
<br />NDaNi CIOWNDFIAL
<br />V Ni.a
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANEL FASTENERS a 12.5' O.C.
<br />.3" EDO! DIBTANCE
<br />-1.
<br />1�
<br />/Ma s9sp0
<br />rCNOR relBuu
<br />TYPI
<br />u 1 ",1'
<br />,6
<br />9 a-1T
<br />COaB TYP!
<br />U
<br />•:OIIY TY!!
<br />a C4
<br />spas trn
<br />CS C2 C3 C4
<br />i-O/'P d61n 1
<br />DIWA1T ULTRACON 41
<br />K
<br />tl "�
<br />7
<br />2.
<br />12.5'
<br />6.
<br />16.a' 14.7"
<br />19'
<br />1.
<br />11.9' Ie.O•' 10.2 aG'
<br />12,5"
<br />ILO 9.1
<br />6.1'
<br />12,5•
<br />1aa' 1Lw'
<br />LO'
<br />12.5" 16.0" &Z" L6'
<br />I .5"
<br />3
<br />16.0• L1'
<br />3.9"
<br />12.5
<br />ILT•
<br />1B. ' 10.1"
<br />16.0" a7^
<br />6.e
<br />a7•
<br />11.1' 1B,a' t.l" L1
<br />11.3" fe 0" S4"
<br />I.t
<br />12.9
<br />12,5'•
<br />16.0 0.11
<br />! .0' 1'
<br />6 L
<br />f.4'
<br />3 .",
<br />32.5'
<br />16.a' ti'
<br />9A•
<br />33.3" le A" Ll" S4'
<br />1 .9"
<br />le.o' L]"
<br />s.4"
<br />4^rl-: M 1 NIN / No ]9
<br />v
<br />OCWNT U ITpA[ON 41
<br />n.aw n.::xJ
<br />M
<br />62
<br />1 C
<br />LB.tl 1aa
<br />II.
<br />11 e' 1e a' 1 0' 17.0
<br />1
<br />12.5
<br />I 11 4
<br />! D
<br />1 DT'
<br />12.5'
<br />1 . 6. '
<br />13 9
<br />L.
<br />125 .S'
<br />0
<br />°'
<br />12s
<br />•1ST
<br />I'
<br />u5'
<br />' L A"11. '•it1
<br />u.r e f
<br />12^
<br />Leo
<br />■ a•
<br />it S'
<br />le 1s
<br />11
<br />11 3' 1B !"
<br />0 11. ' A
<br />f2 S
<br />1 1 .
<br />f 0 L O
<br />9.d'
<br />2 .S'
<br />i6.a• 11.9•'
<br />AS•
<br />11.9" 9" 9.5'
<br />1a0" 11
<br />12.S.,
<br />6.0" 1 .
<br />1 t 9"
<br />6.9"
<br />14'rr C rMw•II / 3i
<br />ALL �INff dOUO fa
<br />INY rvr+1. L:M:r 4i
<br />48
<br />62
<br />SI.S
<br />LQ.a 16.a'
<br />16.0'
<br />12.3" L0.0" 111" 17.4"
<br />13.1"
<br />t .D U.a
<br />°
<br />IL I"
<br />12.5'
<br />f • 16.a'
<br />e a
<br />f3.0"
<br />12,s" L0 ,0' 17.T' L0.9"
<br />l2.5"
<br />! .0' 1
<br />B ! s•'
<br />10 .7"
<br />11.5'
<br />12.5'
<br />16.a" 3161'
<br />f6.a• 14.4"
<br />22.T
<br />12.5'
<br />11.5"113"
<br />1t,9" f6.0" 6"
<br />17...
<br />°"
<br />12.5'
<br />1 ..
<br />1
<br />6.
<br />..
<br />.D' "
<br />' R I•. ♦' IMNrn 33
<br />IrwNl rpxn NN2 41
<br />b
<br />X Sd
<br />72
<br />13.5'
<br />12.5'
<br />le. flea•
<br />fe.a• flea•
<br />N.
<br />le.a'
<br />11 t • 16.0 Sao' 11
<br />11.9' ]6.0" 117"
<br />/2.31'14A
<br />/2.5"
<br />12B
<br />12.5'
<br />10.a' ilea'
<br />11 t"
<br />2.9" 16 A" 13s" LS.2"
<br />12.5'
<br />16.a' latl'
<br />110"
<br />11:5" 1GT 1".. L1.Y'
<br />t2.5"
<br />1..
<br />2.a^ ICE DISTANCE
<br />r
<br />y
<br />89
<br />(�
<br />$
<br />}
<br />3/.Ir. L4^p0[D 3)
<br />nlwNinIIRM:ON ♦1
<br />40
<br />I.1fl' INnI Ir 3
<br />urwNl nl l•MDN 41
<br />N
<br />a=- 61
<br />AF-��
<br />6.25'
<br />a25'
<br />a25'
<br />13.5'
<br />12.s'
<br />10.7'
<br />a3'
<br />7.172
<br />1f. a5' aT
<br />13.71'
<br />f' 11.
<br />a"" S.
<br />6.2E
<br />62!'
<br />f .f
<br />9. "
<br />a2S'
<br />4.25'
<br />6. S.
<br />11.5'
<br />12.5'
<br />11.7"
<br />10.91
<br />1a.a• 7.3" 7.7"
<br />ISW a0• S.0'
<br />a15•• or,
<br />919"
<br />.. ..
<br />12.) 11.4" 9 ]" 10"
<br />6.2s" 30.e" 4 •' La'
<br />6.25•
<br />4,15'
<br />CIS"
<br />e.21"
<br />a2s•
<br />9. Y'
<br />9.3"
<br />12.0` 1.6" a.1"
<br />10.T 1" {.o"
<br />U4' P I - IN' wMrn 33
<br />TlW 64. TArCON 41
<br />M
<br />b-•.r 32
<br />H
<br />ILT•
<br />13. Y' it" SO-
<br />&Is" 10.1" CA" 4.0"
<br />&zs-
<br />wr- Al" co..
<br />6.itr
<br />1 .T' 4.7' 4.6•
<br />41 O.T' 4.1" 4.01
<br />a25^
<br />0.7" 41"CO..
<br />6. 5.
<br />20.1" 4.1
<br />0
<br />" 4
<br />C
<br />7
<br />9
<br />1/4"r/)N•rNnrll 33
<br />ALL 131NTS[AUO SIT 41
<br />46
<br />12
<br />II
<br />12.5"
<br />S0,0" N.1•'
<br />23. V.
<br />3.r JOG" &J.. 7.3"
<br />12.7"
<br />14.0. a7" Tv
<br />12:5'
<br />SB,a' 11.Y'
<br />9.1•
<br />12.5" .0" 7.1" 0.5'
<br />36
<br />12,5"
<br />1 .0' 7.8" 673"
<br />iLT'
<br />S6.a• A7"
<br />7.e'
<br />12.5" W-0 7.7" 6R"
<br />12.5"
<br />16.0• 7.7" 6,2"
<br />12.5'
<br />12.'J'
<br />1:.W B.9"
<br />if.a• 7.7•
<br />73"
<br />al"
<br />12.5" 16.0" 7.7" a2"
<br />12.31• 7e A" 7.7" ax'•
<br />12.5"
<br />12.1"
<br />I6.0' 7.7- 6.7"
<br />ISO' 7.7' G2"
<br />ONNEO 3)
<br />urrvNl MRM NAIr 41
<br />Ie�► 4!
<br />�(!r d2
<br />72
<br />11.5•
<br />ie.a• 4--
<br />!A•
<br />lets" 11.5" 4.4" {. "
<br />a !'
<br />10.3• 4.0" 37"
<br />12.5"
<br />17.4" 12^
<br />IA"
<br />19" 9.3" 3,8" S "
<br />a35"
<br />9.2" 16" 3.3"
<br />6.25'
<br />11. 4A"
<br />4.3'
<br />a19" " 3,5" 2.3"
<br />9,Y' 35• 3.3"
<br />a25'
<br />a2T'
<br />10.6' 4.1^
<br />1.!'
<br />a15' 9. Y' 2.5 3.3"
<br />SIF
<br />W
<br />6,IS"
<br />6.3" 3.d 7.2"
<br />! / r Pews. nEaYArt^e
<br />MAX smaw
<br />ANCNee eRaesUa[
<br />ww uP U •'err
<br />> .1
<br />NM r I ur• uP
<br />BONY 7»B
<br />C] C4
<br />CaaM T7B
<br />C2 C3 Cl C4
<br />Batt TY9[
<br />Cl Cl O C4
<br />v4^ I r mw ]]
<br />IM
<br />4[
<br />tl-+Iwr�Rl� Si
<br />72
<br />2 5'
<br />6.a' Sao'
<br />10.9,
<br />12.5'
<br />1 6.0'
<br />t{.0" ),S"
<br />f2.5'
<br />" f
<br />16.0 6.0" 6.7"
<br />12.5
<br />10,a 16.
<br />S
<br />0
<br />15.0•' lei
<br />13.T'
<br />LI.O' 14.9" 1 W
<br />12.T'
<br />76.0" 16. '
<br />0
<br />7.5'
<br />7 .T '
<br />16.0"
<br />14.7" 6. '
<br />0
<br />2 . '
<br />7 5
<br />18.0. 14.7• 6,0"
<br />12T
<br />l2T'
<br />IS.tl' Sao"
<br />140" 147"
<br />e.9•
<br />00-
<br />il.
<br />12S•
<br />"
<br />160"
<br />11.7" 6,0
<br />147" 00-
<br />1 S'
<br />335'
<br />.O" 1N" 60"
<br />1'14.11PY CIRIM ][
<br />W00D SCAM 41
<br />4[
<br />s2
<br />71
<br />12.5'
<br />16.a 60'
<br />1
<br />30.1'
<br />12 S'
<br />16A•
<br />11.1" 70`
<br />12.9
<br />16.0- io9. 62"
<br />12.5•'
<br />7 6a Sa 1'
<br />t1
<br />2 S'
<br />16. 0'
<br />9.7' 3.8'
<br />12.5'
<br />16.0"
<br />L2.
<br />12.5.
<br />12 S'
<br />16tl 12
<br />16.a' Sl /
<br />16,a' 9.6
<br />7.0
<br />5. 4•
<br />5.6
<br />12.S
<br />it S'
<br />3 .S'
<br />f6.0"
<br />16.0"
<br />S.6"
<br />a S. '
<br />6 B
<br />9.6" 5.6
<br />12.5'
<br />12.5
<br />12.5'
<br />16.0 9.6' 6.6'
<br />10.0" 9.6' S 6"
<br />16.D• 9.6• 5.6"
<br />1/4 41- 4' 04000 ] f! 3
<br />TAPOIP'CPN' 41
<br />y 4B
<br />T f•0�9rab 12
<br />12.5'
<br />12.5'
<br />]atl 1&0'
<br />Ilea' 11 ]•
<br />LS
<br />1 .T'
<br />60"
<br />16. ••
<br />ds"
<br />9.7"
<br />12.5'
<br />7 .
<br />16.0" ]01.
<br />10.0• ; F
<br />12•S'
<br />12.5"
<br />15. 1.4"
<br />16.a' 10, 5"12.5'
<br />9. " 1 1
<br />12,
<br />13.5
<br />36.0'
<br />1e.0
<br />9,l
<br />91
<br />1ZT'
<br />11.5•
<br />16.a 9.1"
<br />IS.O' !.1'
<br />1f.D" 9.1'
<br />/ 3
<br />All Inlnln ll- 41
<br />WOOD BUSHING 46
<br />ik ritlW61 S2
<br />M'� 7
<br />1.
<br />]
<br />12.5'
<br />16.a' 7.0"
<br />3.9"
<br />12,5'
<br />12 .1"
<br />41" 4.1'
<br />a S"
<br />2
<br />4'
<br />13. 4.0" 4.1
<br />L2.S'
<br />1 .4" f.9"
<br />5,0'
<br />2T'
<br />7 .Y
<br />4,7" 4.a
<br />a2 8'
<br />12.3• 4.7" 4.0"
<br />1 2:S
<br />so
<br />11.2' 4'
<br />Af`
<br />2
<br />i.3
<br />7" 4.
<br />a]S
<br />f2.7 47" 0
<br />e.25'
<br />l:. r• a.7°
<br />4.D^
<br />La•
<br />1z.3^
<br />♦.7" 1.0"
<br />xs"
<br />il.]• 4.7" ♦.O"
<br />ANCHOR NOTES:
<br />1, ANCHOR SCHEDULE APPLIES TOALL PRODUCT& CEFMMED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLECH ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />2. SPAN ER EDULE ANCHOR
<br />APPLY,
<br />2. IUAL RAN010R SIX®LIIE BASED ON PANEL Pg5'fENlR SPIKING THE EXISTING STRUCTURE
<br />MATERIAL, B AMC
<br />TYPE. SELEIT DESIGN LOAD GREATER THAN OR
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAN NEGATIVE RCT DESIGN
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITEON (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIflWTtoN O t33NNECT1pN TYPE).
<br />3. 'PAWL PASTENERS' ARE STUDS USED IN COWUNCrION WITH ALL MOUNTING EXTRUSIONS
<br />('F -TRAIX, STUDDED ANGLE, ETCJ. USE 6.25' O.C. PANEL PASTENER SPACING TABLE VALUES FOR
<br />ALLTH"- AND •U'-HEADERS (INCLUDING 6UILDOU7 CONDITIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ADCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />S, HOLLOW III. MAST STRUCTURE SWIµ CONFORM TO ASTM CW BLACK.
<br />61 MmAMUM EMBEDMENT SHALL BE AS N07® IN MICHOR SCHEDULE.
<br />7. MINIMUM EMBEDMENT AND EOISTA E M A ®IG NC E%CWOES STUCCO, Wfl BRIIX, ND O716i WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MANOR SHALLBE VEIIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO N D W Y E DTI V DrTIo E VARY,
<br />FIELD
<br />.
<br />4. WHERE EXESnNG STRUCTURE IS WOW FRAMING,EXISTING CONDRION6 MAY VARY, REND
<br />VERIFY THAT FASTENERS ARE INiTOADEWATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4• (MIN.) WOOD STUD ('%' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). VIOOD STUD SWILL BE "SOUTHERN PIN E• G"0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />Li. REMOVABLE ANCHORS ARE. DEWALT PANELPATE, ALL -POINTS SGLJO-5ET & BRASS RUSHING.
<br />12. MAC NNE SCREWS SHALL HAVE 1/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAR TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLn U.N.O.
<br />l7. AAWMUM BABEDMBNj AND®GE DI57IINCE EXCLUDES Si11COD OR OTHER WALL KNISHES.
<br />14. � DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />I.S. * DIRECT MOUNTING CONDITIONS.
<br />16. LINEAR INTERPOLATION 19 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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