|
a
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />SAFETY 8E E-Z HANG STORM PANEL Cf SYSTEMS
<br />11 jl 1
<br />I I
<br />��
<br />1 1 __ `4 ,© I® OR POULED C10.1"L
<br />... VARIES I E � Ysa'' wood "MAX 2' . 3' ..067' 31os H-14 OR
<br />a,
<br />S. 1b'I ® 0. REOUR[D 6063-76 ALI Coln KW.
<br />I-`. ANGLE WITH ,/.... , 3/.' ,
<br />1/2 TMODN Ir O.C.
<br />_ _2
<br />'OARED CONCETE CONCRETE 10 l MA +
<br />I , a•. H I 4 D-
<br />COCK OR 1•.a''MD00 rwILE POIAED CONCRETE I / 3/ TAPCON
<br />RCOUa® CONCRETE COCK p6 I L __ F1 ANCHOR • ti' OC. 7 t/2 ''1_
<br />ria' WOOD PIVAE 11 I `iy OR® •� A:I„ -'
<br />REQUIRED .4.F Mm
<br />- 1 „/A• rX 7 1 1- \ /
<br />L 1 //ram^
<br />l r J'
<br />Tv12- ANCHOR
<br />Wn ALTERMLtE LE(i LOCATION __
<br />• li' O,C I r . 2• r I55. 10 '
<br />vAAEs
<br />2 I z• , 5' . oa5• CO1tH. t
<br />1
<br />.I S• AAA. 97< L KIM ALUM. NOW OR
<br />M ,
<br />V
<br />_ _ E D60' ALIM, 154 9RE7
<br />--» PnXEQ CONCRETE CONCJIEIE 11 `5 A _
<br />1 - TpK* A AWN.
<br />• NET KMi PLATE COCA OR 1'N' x1000 ERA1,E
<br />T' X i x ., ig' I' I
<br />:- I
<br />16-1. OR6063-T6 Att. 'I . 2 t/7' 1 J I� /
<br />- 2. - I /- 1 1 , PEOURFD
<br />CON,. ANY. ANr4E I Min. x / YOA.
<br />/1---r--- -J MaA. GAP
<br />�/
<br />,/.• • BOLT A' . ', . R 11
<br />• 12 OC q1 6LE Ala
<br />C-1 Al-.
<br />«/JAC.NUT fanl. AAANAL
<br />c
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASED (PLAN)
<br />SCALE 1/4--1• SCALE 1/4'-1• SCALE 1/4'-T' SCALE I/4'.1'
<br />-- a I SauO-SET OR ul,l-w
<br />OR ELCO pANQAAIE _
<br />tSx PaLMEp CONCAE'[ _ I-• -- t !` ; .© V .9 OR OM�RETC 7 . e07T�'i M PNNE(AMR'Mlle USED
<br />- WN. P CONGETE LOOT aR ' VARIES I 1 OR 2'.4' WOOD SAES OF ORM1G SOFARE dN SIEEl3 9.
<br />( PANEL ` FRAME REDNgiD AS APPLEABLE to,r
<br />-I 4 Ni
<br />OVERLAPIIE�'OND „ 2'A.' w0oo mAFr S W,< O V
<br />�- Pau toHLt RraaRCD
<br />OP WOTN 1® CONCRFIE. BETE i
<br />DINNING
<br />:.. `.�
<br />BLOCK d1 714' ROOD FRAME 1� -'•
<br />i'., ,j
<br />REOURFD ;;. , I / I 1 t'.' Ve
<br />VANES v I ! \ / )6E/n w/ ANbkGES ,ROwi
<br />•L_; RFM fUT fL ro
<br />5• Ms I
<br />CVT D PANEL
<br />,wu bEvrR cm Fro PANEL)
<br />X . B.0 DISTANCE ^'�-9----- I_1Aal
<br />/i� I (TIP.)
<br />•�-� -�
<br />-
<br />+. f / �� % /.Yna - Ran IRO AA1MH11HIYN1
<br />44,00 CASE G (PLAN)
<br />\ / '� WAIaa „� . a• ,ArM t A. il[4f'4
<br />scAL r 1/4•.I-
<br />i A �d . epE �..•.......... NT INSTALLATION
<br />�� FOR ES
<br />�:' `-U v�OERrF1ED
<br />_ u I.•6L OCENS, i W/a
<br />PAND INSTALLATION 1WA115
<br />'
<br />No. 44167 T' x SURFACE L VEL VAAATIONS WITHIN 3/4-
<br />' * - * : t ? FLORIDA BUILDING CODE Non Nigh Velocity NurNeonW Zone)
<br />CASE E {PLAN) CASE F (PLAN) '. 1 � - Raaa6 nrwo NG ,,.
<br />s, '(� 24 CAGE GALVANIZED STEEL STORY PANEL
<br />SCALE 1 4•.l- O . -' ORtlN eY-
<br />/ SCALE 1/i-t' ', .F'` COR10w'
<br />.'s, BSc
<br />�1a,N4• /
<br />" '- DMm/2om
<br />%o`, _ % �O INC. \GLOBAL PROTECTION PRODUCTS. LLC. DUE:
<br />'NNn11
<br />i" Hart • COYIANT AWro Ste. 51 now
<br />'/..eW�tJ tw N. ,N to K,•Hw a+ma A. aw D.M. n_ ]f11.
<br />. Aw ,an en -»A . - Pa] a,-IAN Plvi (ee•)IM-75W FAT. lee4)eee-e)n 20-1 75
<br />..E KAJ90NA'mB, m r/.-"N",4 M.1- H1 DINAMe NA -
<br />,I" A TUA, Ar_ P.E - •N r yR.LE e .,a
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL .(i) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL tOINSTALLATI0N5 AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 C( 7)
<br />MAX. AS D.
<br />DESIGN
<br />PKISLURRRATTINGE
<br />(V,.L)
<br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS e a 7
<br />APPUGABLE
<br />ALTERNATIVES
<br />CL8 710N
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />NGTH
<br />�v
<br />(n.)
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE D
<br />PA/ELAATE
<br />PLUS
<br />WOOD BUSING
<br />13-
<br />13-
<br />13•
<br />3'
<br />IV
<br />iw (TOP)
<br />13•
<br />- -
<br />1J
<br />-_
<br />I]"
<br />1r
<br />,r
<br />Is,(BOTTO)
<br />6 1/2'
<br />a 1/2
<br />_
<br />6 1/2•
<br />6 1/2_
<br />6 1/2'
<br />(TOP)
<br />-i5
<br />OR
<br />LESS
<br />- 8---
<br />_
<br />e•
<br />13'
<br />IV1r
<br />-__B
<br />- ._
<br />e
<br />_1r
<br />_
<br />6 IN•
<br />- e - -
<br />_ ___
<br />e
<br />13•
<br />_ __.
<br />1]_1
<br />12 1/r
<br />6. - -
<br />- _
<br />e
<br />3 -_.
<br />13•
<br />6 t/4
<br />__ .-
<br />._
<br />Tr _. _
<br />IV
<br />(BOTT•)
<br />pttP)
<br />AI' BOTTOM
<br />( )
<br />5•-O•
<br />tOft
<br />(lop)
<br />4W (BOTTOM)
<br />13'
<br />13'
<br />,r
<br />13•
<br />8 1/2'
<br />w (TOP)
<br />7V
<br />1/2-
<br />--
<br />i]'
<br />13-
<br />6 1/2•
<br />-_ 6 V.,
<br />1r
<br />6•
<br />Iw (BOTTOM)
<br />TOM)
<br />>5'-0-
<br />_
<br />,/2'
<br />6 1/2'
<br />6 1/2'
<br />(TOP)
<br />_6
<br />12 1/2'
<br />6 ,/i
<br />(BOTT•)
<br />4 1/2'
<br />-
<br />4 T/2'
<br />4
<br />A t/2
<br />6 1/2•
<br />5 1/2-
<br />-_
<br />(TOP)
<br />TO
<br />14'-4'
<br />__
<br />12'
<br />12'
<br />A'
<br />W (TOP)
<br />13.
<br />___.TS
<br />1J' —
<br />_- 13' .T
<br />.6 1/2'
<br />4W (BOTTDII)
<br />• SEE TABUS 11 FOR MAX. A-S.D. DESIGN LOADS a MAX. PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET s
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />(PJ.f)
<br />MNOMUM ANCHORS SPACING FOR E.O. - AS SHOWN ON SHEETS 6 A 7
<br />APPLEJIBLE
<br />ALTERNKINIES
<br />/ a ARUM
<br />OF THEM
<br />MAAWLIM
<br />PANEL
<br />I %
<br />(ft.)
<br />TAPCON
<br />LAG SCREW
<br />PANELAATE
<br />FEMALE ID
<br />PANELIATE
<br />PLUS
<br />WOOD BUSNI3M.
<br />Ir
<br />3'
<br />1V
<br />137
<br />13'
<br />10 (TOP)
<br />13•
<br />13•
<br />tr
<br />13,
<br />6'
<br />IW (BOTTOM)
<br />.45. -45
<br />TO
<br />.75, -75
<br />6 1/2-
<br />7-
<br />_. 7 1 _
<br />/z
<br />,3•
<br />13'
<br />6 1/7•
<br />6 1/2'
<br />6 1/2•
<br />5 1/2'
<br />PW (TOP)
<br />5'n0
<br />LESS
<br />6 1/4'
<br />12 1/2
<br />.__ -
<br />a.
<br />6 1/a
<br />_ _ _.. __
<br />- _
<br />..--13 __
<br />2W (SORT•)
<br />]w (TOP7 _
<br />:i (B ! )
<br />_(TOP)
<br />-. --
<br />7 /2
<br />_. _.__
<br />6
<br />it -
<br />tr
<br />_ _
<br />9'
<br />B'
<br />13_ -_
<br />13'
<br />_. _ _
<br />a
<br />1r
<br />'a.
<br />IJ
<br />4w (BOTTOM)
<br />lY
<br />13'
<br />IV
<br />I]-
<br />t0•
<br />Is,(TOP)
<br />r
<br />13
<br />13'
<br />Ir
<br />6 +/4'
<br />le WOW)
<br />a 1/2•
<br />_
<br />6 1/2'
<br />5 1/2'
<br />6 1/2'
<br />6 ,/Y
<br />(OP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2-
<br />6 I/i
<br />--
<br />2w (BOTT.•)
<br />>5'-0-
<br />r1'7
<br />1/2•
<br />7 1/2•
<br />3w jfOP)
<br />7•y.
<br />W,-',--4--
<br />-Sljr-t!'
<br />-a-
<br />_ -
<br />3W(BOTTOM)
<br />12' _
<br />LJ'
<br />-13'
<br />3'
<br />5 1/2'
<br />a (TOP)
<br />13,
<br />13'
<br />so' f4W
<br />(BOTTOM)
<br />EET SEE TABLE 01 FOR MAX. IA.S.D. DESIGN LOADS B MAX. PANEL LENGTHS WHEN SPAFCER IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHfi
<br />JU LE_!i
<br />e
<br />AS.D. DESIGN LOAD
<br />MA)M M PANEL.
<br />LENGTH
<br />40 PSF OR LESS
<br />W-8-
<br />> 40 PSF TO 50 PSF
<br />61-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE AMALIE ID OR PANEL MATE PLUS
<br />ANCHORS k W/ 9 SWWIeQZ 1/2. O.C.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.i) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL C�iINSTALLATIONS INTO CONCRETE AE CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 A 5)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P-•'r')
<br />WMeAIY
<br />ANCHORS
<br />SPACING
<br />FOR
<br />WI CD.
<br />PER SCHEDULE
<br />BELOW/
<br />A XNBIE
<br />TO swrom
<br />MAXNIUM
<br />PATE
<br />LENGTH
<br />L'
<br />MAX. A.5.0.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MA
<br />"
<br />ANCHORS
<br />SPACING
<br />FOR
<br />Met L.0,
<br />PER SCHEDULE
<br />BELOW III
<br />APPLICABLE
<br />TO
<br />MAMMUM
<br />PANEL
<br />Ic
<br />(n')
<br />TAPCON
<br />SOUD-SET
<br />PANELAIE
<br />FEMALE
<br />IO
<br />PAN
<br />PLUS
<br />TE
<br />IAMAC-NM1N
<br />CALK-01
<br />a �,
<br />COMBINATION
<br />Of THEM(N.)(P•e.f.)
<br />TAPCON
<br />SOLD-50
<br />PANk},WTF
<br />FEMALE
<br />D
<br />PANE114ATE
<br />PUNS
<br />ZAMAC-NNUN
<br />CA3(-INLENGTH
<br />m
<br />m
<br />ro
<br />ro
<br />mk
<br />W
<br />ro
<br />mO[N
<br />ro
<br />To
<br />ro
<br />ro
<br />ro
<br />A
<br />o71NSEEALB
<br />ro
<br />.45.
<br />OR 45
<br />LESS
<br />•
<br />7
<br />t '
<br />3
<br />f 3
<br />t '
<br />3
<br />1]'
<br />t3'
<br />t J
<br />1 J
<br />t 3
<br />t]•
<br />13'
<br />tY
<br />(TOP)
<br />)
<br />5•_r
<br />OR
<br />LESS
<br />*4 To S
<br />.65, -B5
<br />1 •
<br />J
<br />t J
<br />tY
<br />13'
<br />, 3
<br />,3'
<br />I ]
<br />I!'
<br />tl'
<br />1J•
<br />1]
<br />tl 2
<br />/
<br />Tipp)
<br />S1_r
<br />OR
<br />LESS
<br />•
<br />I •
<br />, •
<br />,
<br />I
<br />,
<br />, -
<br />,
<br />•
<br />3
<br />,3'
<br />t3'
<br />1 BOTTOM
<br />1]'
<br />1 3
<br />1,,
<br />3
<br />]
<br />15'
<br />3
<br />t r
<br />TY
<br />fY
<br />,r
<br />IJ
<br />, 1 1
<br />BOR011
<br />IV
<br />13'
<br />13'
<br />,!•
<br />13'
<br />IV
<br />IV
<br />,V
<br />13'
<br />IV
<br />13'_
<br />fY
<br />2 (TOP)
<br />1]•
<br />lY
<br />13•
<br />13'
<br />IV
<br />__
<br />,J•
<br />IV
<br />' 1J•
<br />TY
<br />13-
<br />13•
<br />It 1/2
<br />2 (TOP)
<br />13•
<br />--
<br />,]'
<br />13•
<br />I•
<br />3
<br />1 3
<br />1 J
<br />-
<br />1'
<br />3
<br />1 3
<br />1'
<br />7
<br />-
<br />t 3
<br />_ --
<br />f r
<br />( r
<br />2 BORON
<br />(BOTTOM)
<br />13
<br />tY
<br />1]•
<br />17•
<br />13 '
<br />t'
<br />3
<br />7 r
<br />1'
<br />7
<br />-
<br />13"
<br />13"
<br />1J
<br />It 12
<br />f
<br />1 BOTTOM
<br />(BOTTOM)
<br />lr
<br />13'
<br />13'�
<br />I37
<br />1Y
<br />Ir
<br />Ir
<br />13•
<br />TV
<br />13'
<br />_
<br />_3
<br />13,
<br />3 (70P)
<br />13•
<br />13•
<br />,3'
<br />13'
<br />13'
<br />13'
<br />13'
<br />,!'
<br />3'
<br />I]•
<br />1]'
<br />•„ I/1
<br />3 (TOP)
<br />-
<br />_-
<br />b'
<br />t •
<br />3
<br />_
<br />13,
<br />t3•
<br />-__
<br />-
<br />,2 1/212
<br />1/1
<br />6 1/4.
<br />6 1/4'
<br />12 1/2'.12
<br />1/2
<br />-
<br />-
<br />6 1/4.
<br />8 I/4.
<br />3 (BOT7DA)
<br />-
<br />-
<br />12 1/2.12
<br />1/2
<br />6 1/4.
<br />6 1/4'
<br />12 1/2.12
<br />1/7
<br />-
<br />I -
<br />6 1/4.
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />7t •4
<br />2
<br />e'
<br />s1Y
<br />°•
<br />°•
<br />8•
<br />a, /2
<br />a'
<br />7,Y
<br />e•
<br />_
<br />_ 6'
<br />__
<br />17•
<br />_.._,
<br />1]'
<br />IV
<br />-- _-
<br />_
<br />6'
<br />6'
<br />!'
<br />• (TOP
<br />-. __
<br />t 3 ...
<br />1S'
<br />IV
<br />----'
<br />-
<br />_ a'
<br />I •
<br />3
<br />__
<br />, _
<br />3
<br />9'
<br />_
<br />t •
<br />3
<br />-
<br />_
<br />73'
<br />__
<br />T J
<br />Ir
<br />-_-
<br />6 1/4-
<br />a'
<br />e'
<br />B'
<br />-
<br />4 BOTi
<br />( )
<br />_--.
<br />3 (TOP)
<br />5--_-_
<br />S BOTTOM
<br />l )
<br />9•
<br />___
<br />lJ'
<br />1 ]
<br />_
<br />3'
<br />__
<br />13'
<br />e'
<br />t7'
<br />-
<br />__.
<br />3 '
<br />a•
<br />t 3
<br />1S'
<br />-1 __I_
<br />- - -
<br />° 1/4'
<br />-
<br />_ _
<br />1]'
<br />_ -_-
<br />t3'
<br />e'
<br />_.
<br />1 r
<br />__
<br />_
<br />,S
<br />_.
<br />iJ"
<br />I]•
<br />-
<br />r _
<br />,r
<br />- _.
<br />I t'I
<br />3
<br />I ,3'
<br />._._
<br />r _
<br />_
<br />6'
<br />3 .
<br />-5-
<br />f3'
<br />_
<br />11 1 2
<br />/
<br />1 I / 1
<br />Itl t/2
<br />A BOR
<br />( OMI
<br />-
<br />5 tW
<br />R )
<br />3 BOTTOM
<br />( )
<br />6 ROP)
<br />_
<br />t '
<br />3
<br />__.
<br />t '
<br />]
<br />1r
<br />___-.__4_------
<br />-
<br />13•
<br />-.
<br />, 3
<br />__
<br />, '
<br />3
<br />-
<br />t 3
<br />•S'
<br />'3'
<br />,!'
<br />---
<br />-
<br />-
<br />t 3
<br />t 3
<br />t3'
<br />-.-�
<br />6 1/i
<br />a
<br />,]'
<br />-
<br />( 3 '
<br />_.1-
<br />1]
<br />tY
<br />.__
<br />8 1/4-
<br />1
<br />I 3
<br />,3•
<br />---
<br />6 1/.-
<br />1 3
<br />,J•
<br />_-
<br />6 1/A•
<br />-_
<br />3'
<br />t ]
<br />--
<br />tY
<br />13• 1
<br />___.
<br />_
<br />3'
<br />I
<br />13•
<br />-�
<br />t]'
<br />6 1/4'
<br />a (IMP)
<br />.--
<br />6 °OTT.••)
<br />IV
<br />--
<br />tY
<br />-
<br />t3'
<br />6 1/4•
<br />1J•
<br />-
<br />6 1/4•
<br />t3•
<br />..-
<br />6 1/a'
<br />6 1/4'
<br />16 I/s'
<br />6 (BOTT.»)
<br />5•
<br />13,
<br />10 1/I
<br />Ir
<br />Y
<br />,r
<br />r
<br />7 1/2
<br />15 1/2
<br />tr
<br />4 1/2-
<br />1 (TOP)
<br />a5,_n•
<br />70
<br />14 -4•
<br />13'
<br />6•
<br />IV
<br />13•
<br />13 .
<br />a 1/2'
<br />13"
<br />'5 1/2'
<br />9 1/2'
<br />6 1/2'
<br />Ir
<br />5 1/2'
<br />1 (TOP)
<br />Tp
<br />9•-°•
<br />_IV
<br />,3•
<br />T
<br />,J'
<br />,�'
<br />3'
<br />9 tj2
<br />,3'
<br />9 1/2
<br />,0 1/2
<br />7 ,/T
<br />,J'
<br />B'
<br />1 (BOTTOM)
<br />lY_
<br />1/2•
<br />tY
<br />1Y
<br />3•
<br />to'
<br />3'
<br />ID•
<br />n-
<br />°•
<br />lr
<br />6 f/r
<br />I (BOTTOM)
<br />IJ•
<br />5'
<br />13'
<br />10 1/2
<br />3'
<br />r
<br />,]'
<br />T'
<br />7 t/2
<br />S I12
<br />_
<br />13'
<br />I1 1/2'
<br />2 (TOP)
<br />3'
<br />a•
<br />Ir
<br />1T
<br />13'
<br />a t/r
<br />13'
<br />'8 1/2'
<br />9 1/1''6
<br />1/Y
<br />1}'
<br />s I/Y
<br />2 Rli)
<br />1313'
<br />3fl
<br />,]'
<br />3-
<br />1J•
<br />tY
<br />'r
<br />9 1/2
<br />9 1/1
<br />ls• -Ir-9
<br />IV ,
<br />1/2
<br />I/2
<br />10 1/2
<br />10 1/21
<br />7 1/2
<br />7 1/2
<br />q'
<br />13•
<br />6 1/2•
<br />6 t/2'
<br />2 (BOTTOM)
<br />3 (TOP)
<br />IJ'
<br />17 1/r
<br />u-
<br />u=
<br />1r
<br />,O•
<br />Ir
<br />to.
<br />_+f'
<br />�.. 8'
<br />1]'
<br />a 1/2•
<br />2 (BOTTOM)
<br />q•
<br />7 1/2'
<br />Ts
<br />3•
<br />,r-
<br />10•
<br />_13-
<br />1a-
<br />IY
<br />B'
<br />_3'
<br />a1/i'
<br />1(TOP)>5•-0-
<br />79•
<br />7'
<br />_
<br />t2 ,/2'1zJ13'I
<br />13'
<br />53
<br />6 t/4'
<br />1/2-
<br />_ -
<br />0 ,/2'
<br />Ix t/2'
<br />a•
<br />13'
<br />6 ,/4'
<br />4•
<br />.-
<br />9 1/2'
<br />-
<br />4 1/2-
<br />5 1/2'
<br />0 ,/r
<br />-
<br />J'
<br />-
<br />7 1/2'
<br />6 IN'
<br />1 1/2'
<br />7 1/2'
<br />13•
<br />6 l/.'
<br />r
<br />_
<br />6'
<br />3 (BOTTOM)
<br />. (ipP)
<br />a (BOTTOM)
<br />S (TOP)
<br />-
<br />-
<br />12 t/2.12
<br />1/2
<br />5 1/4'
<br />6 1/4'
<br />12 1/2.
<br />12 1f7
<br />-
<br />-
<br />�
<br />6 1/4•
<br />6 ,/4•
<br />3 (BOTTOM)
<br />1 1/2'
<br />J"
<br />B'
<br />6'
<br />7'
<br />- -
<br />4'
<br />-
<br />a'
<br />4•
<br />a1/r
<br />3t/2'
<br />6,/2']'4
<br />-__
<br />(TOP)
<br />_-_
<br />aa-
<br />I]'
<br />__
<br />a•
<br />--
<br />-
<br />r
<br />-
<br />- -
<br />a'
<br />__
<br />-
<br />---
<br />a•
<br />-
<br />5 1/2
<br />-
<br />7 1/2'
<br />-
<br />4 (BOTTOM)
<br />,3'
<br />a 1/7"
<br />,r
<br />13•
<br />I]'
<br />10•
<br />Ir
<br />t0'
<br />II'
<br />8'
<br />13•
<br />6 f/2'
<br />5 (TOP)
<br />tJ'
<br />7•
<br />IS'
<br />9 ,/2'
<br />I]'
<br />9 1/2.
<br />10 1/2.
<br />7 1/Y
<br />tr
<br />6 1/2.
<br />5 (BOTTOM)
<br />3'
<br />a I/r
<br />tr
<br />1]'
<br />13'
<br />10•
<br />1C'
<br />„•
<br />e'
<br />3'
<br />6 1/r
<br />5 (-__TOIL)
<br />,!'5•
<br />-
<br />13
<br />1 0
<br />r
<br />IY
<br />7'
<br />1
<br />7 /2
<br />- f
<br />5 /2
<br />-__
<br />,r
<br />4 1 -
<br />/2
<br />OP
<br />6 (7 )
<br />6 (°OTT'•)
<br />lr
<br />0'
<br />I]'1]',7'
<br />e 1 -
<br />_IY
<br />t 3
<br />e 1 /2
<br />9 1
<br />/26
<br />f/1•
<br />6
<br />6)/A-
<br />6 t/.-
<br />6 I/4'
<br />8 f/4•
<br />a IN•
<br />a//4')e
<br />_/2
<br />1/4'
<br />6 1/4'
<br />6 IN'
<br />6 (SOT")
<br />SEE SHEET I I FOR ANCHORS TYPE It SPACING FOR NStALLATKIM t1170 WOOD FRAME BUILDINGS
<br />• MNW1W ANCHOR SPICNGs AND MNWNY EDGE DWACE ARE NCUTED ON INS SCHEDULE FOR ED
<br />LESS THAN WICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MAIPLYING SPRUNG DOWN ON
<br />SCHEDULE BY M FOLLOWI4 FACITIM FOR THIS OPERATION ro !E POSSIBLE. REDUCED SPWCNO
<br />OBTAINED U$NG FACTOR SNAL NOT N LEA TWA WMNIY SPASO .OICTED FOR EAC• AICOR ME
<br />ON THIS SCHEDULE
<br />I/i.
<br />IN'.
<br />1/4•.
<br />1N•.
<br />1/4'.
<br />,/.'.
<br />ANCHOR TYPE
<br />TACO.
<br />-
<br />21,0-4110F
<br />NAa1NA r
<br />lwidw
<br />ALHLC-YRM
<br />GYx-WI
<br />MNMIM AMCOR SP/CNo (M)
<br />]
<br />3
<br />1
<br />3
<br />2 1(2•
<br />11/1
<br />AWISMm ION
<br />l ,/r
<br />3•
<br />1
<br />11/2'
<br />3
<br />DISTANCE mo.) 1u11RDO
<br />3
<br />3 1/2'
<br />1 1 1/2•
<br />3 ,/)
<br />3 11r
<br />ACTUAL ®Q 099NM
<br />FACTOR
<br />, ,/r
<br />-Gx
<br />-
<br />_ -_
<br />-
<br />_
<br />_
<br />_
<br />- -
<br />1 ,n'
<br />n.I
<br />Gm
<br />-
<br />-
<br />- -- _
<br />p3o
<br />-a40
<br />r
<br />-
<br />U.le
<br />-
<br />m
<br />_.. __.3.h
<br />--
<br />_.�_
<br />Iro
<br />LO4
<br />_im
<br />'• SPAgNGS DAY VALID WHEN SPACER®6 USED. SEE MAX. /LS.D.
<br />DE3ICHN LORDS a, MAX. PANEL ILDD+�GiTMMS WHEN SPACER eAjl IS USED.
<br />jrR
<br />3' MAX.
<br />OorO - - ---- _._---- --- ------_.. _ _. .. - ---- -- - - - -__- •_ •
<br />0 0 0 0 0---- -- --- o- b
<br />r- ` -- -I --------- '-- ; i I ---I- ---I
<br />i i -
<br />� l I I I I I
<br />I I I I
<br />IMF d1 e
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8-
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />5'-10-
<br />e MAX. PANEL LENGTHS ARE ONJY VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS O W/ SPACER AT 12 1/2- O.C.
<br />_ -- ANCHORS (SEE SECTIONS A ALTERNATIVES ON SHEETS 13, 14, 15 a16) ----- - ----___ _. - -
<br />F*R-IA/13, R-2A/13, R-3A/14, R-18/13, R-20/13. R-311/14, 3• LYdt.
<br />R-tAW/15, R-2AW/15, R-3AW/18, F*R-iBW/15. R-20W/15, R-30W/16. '-:WN-
<br />____ --- - - - ---I- -_- ----)
<br />L/2
<br />1 , 4'6-20.1• SS BOLTS W,0 1•
<br />i (USE FOR
<br />PANEL LENGTH MAX.
<br />OOVER 7'EL L ''G PANEL IFNGrM
<br />REGULAR STORM PANEI I - - - REGULAR STORY PAnEL i e'-a• O A•40.0, -40.0 TH
<br />(W/ OVERLAP MD PANEL LENGRH SOLI)
<br />___ __ 1 ____._ , _ , ____.._ ______________ ..
<br />LIFE SAFETY STORY PANEL j 7'-6' O a•50.0. -94A O.I.I.
<br />0 OVERLAP MO PANEL LENGTH BOLT)
<br />T)
<br />�e : _ -.
<br />-< i I - - - - - - - - _ A - LSE 2•-e' AWN. PANEL LENGTH
<br />I L4P_ I 1/4•P-200- ,.a., i \ AT ALL MOUNTINGS
<br />I S.S BOLTS W�t 'a•
<br />AT EA OVERIIAT - :
<br />. _ __ - ._ ._.,1 i - L ._ ._ _- !
<br />I .. -... _. - - _ _.. - - - -- _ .�... 6 L/2
<br />1 - __ - _.. -__ ._ --.. _- -
<br />i 1
<br />j T
<br />((2) NOTCHES AET S1110
<br />(� LOGTION O LIFE SAftT\'
<br />( X , PANEL BOTTOM CORNERS , 0
<br />D.M.. 30. --
<br />-OVERLAP- -OVOBAP- ,
<br />OF O - WING NUT AT EXTERIOR WMG NUT AT �]
<br />V M;15� LEFT PANEL RIGHT I' HaN. R-IA/ 3, R-ZA/13, R-3A/14, R-16/133. RPt 2B/m R-3B/14, I• URN SPEED UP TO 170INSTALLATIONS rn p.h.AUID FOR WIND
<br />01-TAW/15, R-2AW/15, R-3AW/16. R-iBW/iS• R-26W/15, R-3000/18.
<br />- - -. _. _-.ANCHORS (SEE SECTIONS At ALTERNATIVES ON SHEETS 13. 14, 15 a16) . - - -
<br />1/4- wout GAP
<br />LIFE SAFETY STORM PANEL (4) ELEVATION (t) -
<br />"' (�7� _ SCALE 1/i-1'
<br />-1 REGULAR 2 °°7 REGULAR
<br />,, - STORM PANEL (Mk OAQ6M .1 V6ULE VALLEY) STORY PANEL 11
<br />�• r Ta
<br />_-„- -. - _- --- - - --
<br />, CAP _ •` LIC ✓I / w
<br />-1 -- 9 .!
<br />�11
<br />- -..
<br />i
<br />LIFE a PANEL = In. * .#= FLORIDA BUILDING CODE Non High Velocity Nurrlcom
<br />EXTERIOR , 4(f•,,IOREOA : cam,. 24 GAGE GALVANIZED STEEL STORM PANEL Oft
<br />Ir�S/ N. ENG�>q•
<br />= IL E C O iNc GLOBAL PROTECTION PROOUCTSH I.I.C.in",
<br />SECTION A -A _w2 4 = =- r..W 4Ne $.W. 5, SSTREETT
<br />yy/ . AN, N.. La -..man M,: AYE. n. M,
<br />N A•-m4
<br />SCALE 1/4--I- ~.`�'/ 7 ^'2-> wr, U. Pn,-... NLC,E (WAWN-75W - (B6Ap6W-NISI 20'
<br />MAXIMLI A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />cCHEDLLE FOR REGULAR STORM PANEL (] INSTALLATIONS ATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEET$ 4 & 5)
<br />MAIL A.S.D.
<br />DESPA/ELMATE
<br />PRESSURE
<br />RATING
<br />(PI.N)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR URN
<br />E.D.
<br />PER SCHEDULE
<br />960W III
<br />APPLICABLETo SECYC,H,
<br />t•
<br />atoMBIATTDn
<br />MMIMW
<br />PANEL
<br />LENGTH
<br />'L•
<br />(n.)
<br />MAX As.D.
<br />DESIGN
<br />PRESSURE
<br />RAINING
<br />(v.•.F)
<br />MA
<br />NIUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />WIN E.D.
<br />PER SCHEDULE
<br />BELOW
<br />AAPPIICLCL
<br />a It
<br />MAXNA,Y
<br />PANEL
<br />LENGTH
<br />L•
<br />(n.)
<br />TAPCON
<br />SOLID
<br />-SET
<br />FEMAALE
<br />D
<br />PIVELIAIE
<br />PlA6
<br />7MAAC-7/AIUN
<br />CAUL-D
<br />TAPCON
<br />90UD-SEI
<br />PANEIAMTE
<br />FEMALE
<br />D
<br />PANELMA
<br />PLUS
<br />2AMAC-NAAII
<br />CAL!(
<br />-II
<br />m
<br />tAIOIII
<br />tlOrlmtlER
<br />to TO
<br />To
<br />m
<br />DF 7HON
<br />ro
<br />ro
<br />ro
<br />m
<br />ro
<br />owOet[
<br />5 1/2•
<br />ro
<br />I
<br />coeeeAFOR
<br />a THEY
<br />>.65. -85
<br />TO
<br />.75. -73
<br />13•
<br />,1•
<br />13'
<br />t3'
<br />,]'
<br />t3'
<br />13'
<br />,r
<br />12•
<br />13•
<br />t0'
<br />1
<br />5 -5•
<br />OR
<br />LEs
<br />>. 0-75
<br />ats-WING
<br />1r-
<br />]'
<br />3•
<br />10 1/2
<br />13,
<br />a 1/2•
<br />13'
<br />6 1/2'
<br />7 1/2'
<br />4 ,/2'
<br />, (TOP
<br />5•_6
<br />OR
<br />Um
<br />IV
<br />,I•
<br />t3'
<br />lr
<br />1Y
<br />IY
<br />,r
<br />13'
<br />12'
<br />13•
<br />to'
<br />t (BOTTOM)
<br />13
<br />6 1/2'
<br />3'
<br />IY
<br />,r
<br />I'
<br />-:
<br />13'
<br />--
<br />9'
<br />-'
<br />10'
<br />7 1/2•
<br />1J•
<br />6'
<br />1 (BOTTOM)
<br />, J
<br />1 1•
<br />7 '
<br />J
<br />11'
<br />t3'
<br />13'
<br />,J'
<br />lr
<br />r
<br />}
<br />'
<br />2 {TOP
<br />t •
<br />Y
<br />t J
<br />lot
<br />IV
<br />a 1
<br />/
<br />t'
<br />3
<br />1
<br />6 2
<br />7
<br />1
<br />2
<br />13'1]•
<br />13'
<br />tr
<br />13'
<br />1J'
<br />tY
<br />12'
<br />tr
<br />to-
<br />2 (BOTTOM)
<br />IJ'_+
<br />7'
<br />1J'
<br />13,
<br />IV
<br />9 1/2'
<br />13'
<br />9 1/2'
<br />(BOTTOM)
<br />3'
<br />11'
<br />3-
<br />13•
<br />13'
<br />3'
<br />13'
<br />Ir
<br />,2•
<br />,J•
<br />10'
<br />!(TOP)
<br />Ir_
<br />7-
<br />TV
<br />+7•
<br />,Y
<br />9 1/2'
<br />-13•
<br />9 1/2'
<br />10 1/2'
<br />7 1/2•
<br />13'
<br />6
<br />3 (TOP)
<br />-
<br />-
<br />12 1
<br />12 1 2
<br />6 1 4
<br />6 1 4
<br />12 1
<br />,x 1 2
<br />-
<br />6 t a
<br />•i4
<br />6 II.'
<br />] (BOTTOM)
<br />-
<br />-
<br />2 L/2
<br />12 /2
<br />6 /
<br />6 /
<br />12 I/2'
<br />8 /
<br />-
<br />6 /
<br />/
<br />{80,TOM)
<br />°'
<br />S'
<br />Bn
<br />e/
<br />S
<br />6'
<br />e
<br />6 1%
<br />Y
<br />�_
<br />0
<br />1/Y
<br />4 (TOP)
<br />T
<br />-- -
<br />e_
<br />,3'
<br />--
<br />3
<br />3'
<br />----
<br />6 ,/1'
<br />7
<br />8'
<br />8'
<br />/
<br />13'
<br />33
<br />-M,i
<br />S 1/2'
<br />-..
<br />-
<br />,]•
<br />-,
<br />T
<br />- ---'
<br />---
<br />t3'
<br />-
<br />J 1/T
<br />--
<br />e' --.
<br />C
<br />---
<br />13 _
<br />-
<br />_
<br />u•
<br />6 ,/.'
<br />A.
<br />---- -
<br />_
<br />9'
<br />1 /
<br />6 ijx'
<br />6 1/4'
<br />4 1/2'
<br />-----
<br />10'
<br />!"
<br />-
<br />7 1/7'
<br />° ,/1'
<br />- ---
<br />3'
<br />2 1/2'
<br />--'
<br />4 (70P)
<br />Iona.-
<br />6
<br />,r
<br />--
<br />t1'
<br />t]'
<br />-
<br />e•
<br />1}
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<br />C ,/4-,6
<br />1J'
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<br />u=
<br />I/4•
<br />a
<br />-
<br />1.
<br />e
<br />°
<br />a
<br />1D'
<br />--
<br />- 10 '
<br />'0•
<br />6 1/a'
<br />(BDTnw7
<br />3 trap)
<br />---
<br />3 (BOTlOY )
<br />6'
<br />S (TOP)
<br />3•
<br />T3'
<br />13•
<br />-
<br />13'
<br />U•
<br />1J
<br />1 Y
<br />13
<br />-
<br />13' _
<br />13
<br />13
<br />--{-
<br />'1'
<br />I�i
<br />.r
<br />,!'
<br />--
<br />1 7
<br />�r
<br />° ,/4'
<br />I} -I t'
<br />11'
<br />II
<br />I ---
<br />10-t 217
<br />/
<br />7 i/'12
<br />-
<br />1 /2
<br />s I/Y
<br />it
<br />I f/4•.B
<br />a 1/r
<br />t/4•
<br />�4
<br />5 ----
<br />(B(TROY)
<br />E (TOP)--
<br />. (BOTT»)
<br />-
<br />1J'
<br />lr
<br />a tf4-
<br />13'
<br />3-
<br />6 (W)
<br />__
<br />6 (BOR ••)
<br />1J'_
<br />_
<br />5=_
<br />_
<br />�]•
<br />6 I/•'B
<br />r
<br />t/1'
<br />6 1/2•
<br />6 I/a'
<br />6 1/a'
<br />-
<br />13•
<br />17 T/T
<br />13'
<br />13"
<br />13'
<br />Ia
<br />1J•
<br />10-
<br />',_
<br />°•
<br />3' -
<br />6 1/x•
<br />, (TOP)
<br />TO
<br />e-a.
<br />iJ'
<br />Y
<br />13'
<br />10 1/2'
<br />Ir
<br />'� 1�7•
<br />3•
<br />16 ,/r
<br />7 ,/2•I
<br />S 1/r
<br />1J•
<br />+/r
<br />+(TOP)
<br />Tp
<br />r-5'
<br />_
<br />1}'
<br />a 1/2•
<br />IJ•
<br />,!•
<br />IV
<br />9
<br />,J•
<br />1 9•
<br />Io•
<br />7 1/7•
<br />13'
<br />6•
<br />1 11m,A/)
<br />U•
<br />13-
<br />13•
<br />'' 7 1/Y
<br />7 1/Y
<br />17 I/r
<br />lY _1
<br />,]'_
<br />Ir
<br />IJ'
<br />I]'
<br />3-
<br />IT
<br />1T
<br />IV
<br />10 I/2'
<br />w
<br />10 1/:
<br />+J'
<br />,Y
<br />,Y
<br />10 I/2
<br />10•
<br />lD 1/2'11
<br />1 1/2•
<br />1,•
<br />1/2'
<br />e'
<br />W
<br />a•_
<br />3'
<br />3-
<br />_IV
<br />Y
<br />B ,/2•
<br />r
<br />I (BORON)
<br />2 (TOP)
<br />2 (BOTTOM)
<br />13'
<br />5.
<br />Ir
<br />to ,/2
<br />13•
<br />° 1/2'
<br />6 ,/r
<br />7 1/2'
<br />5 1/2'
<br />IS•
<br />4 1/r
<br />2 (TOP)
<br />_t�3•__.1�I•
<br />,J'
<br />_ -
<br />_7'
<br />n^
<br />t3'
<br />r
<br />� }•
<br />6 ,/1
<br />lV
<br />3•
<br />3•
<br />13•
<br />,Y_
<br />13_
<br />9 1/2'
<br />9 ,/2'
<br />_ir_
<br />1]•--r}9
<br />11•
<br />I/r
<br />l9 1/2.
<br />lO 1/2'
<br />10 I/2'
<br />% t/7•
<br />1 I/r
<br />it
<br />u• �
<br />6 1/2•
<br />6•
<br />2 (BOTTOM)
<br />3 mpj
<br />13'
<br />7 1/2•
<br />1!'
<br />3'
<br />_
<br />13'
<br />/D I/T
<br />13•
<br />10 f/r
<br />11 1/2.
<br />e•
<br />IJ'
<br />r
<br />3 (TOP)
<br />1T 1/2't2
<br />l/2
<br />6 t/1'
<br />8 ,N'
<br />17 1/2'
<br />6 I/4'
<br />-
<br />-
<br />6 1/4'
<br />6 1/4"
<br />] (BOTTOM)
<br />1T t/7'1y
<br />t/r
<br />6 1/4'
<br />a f/a'
<br />17 1/2'
<br />6 t/a'
<br />-
<br />-
<br />6 I/4'
<br />a 1/4'
<br />! (BOTTOM)
<br />7 I/2'
<br />a'
<br />1-J'
<br />J
<br />3 lfr
<br />7 I/x
<br />/ 1
<br />°•
<br />-
<br />a'
<br />3'
<br />17'
<br />6'
<br />7 1/2'
<br />4'
<br />B'
<br />• 1/2'
<br />S'
<br />3 1/2-
<br />Y
<br />Y
<br />4 (TOP)
<br />1_1/4-6�
<br />r
<br />-a•
<br />137
<br />I3 ,/7'
<br />+--
<br />9'
<br />9-
<br />-1.
<br />it
<br />4'
<br />9'
<br />A I/2'
<br />5',/r
<br />10'
<br />]'
<br />-r
<br />7 1/2'
<br />6 1/2'i2
<br />IJ•
<br />1/r
<br />-4(BOTTOM)�---
<br />a•
<br />4 (TOP)
<br />5 (TOP)
<br />I -
<br />11'
<br />a•
<br />11'
<br />-
<br />10 1/2'
<br />a•
<br />13'
<br />-_
<br />10 1/2
<br />- a'
<br />I t/2'
<br />-
<br />a'
<br />a-
<br />,7•
<br />-
<br />r
<br />4 (BOTTOM)
<br />5 (TOP)
<br />t J
<br />t3
<br />0 1 2
<br />/1J'7
<br />+ ]
<br />0 /2
<br />/2
<br />e'
<br />u'
<br />r
<br />s (Bprlpu)
<br />r
<br />7
<br />u'
<br />9 7/r
<br />3v
<br />,/:
<br />l0 1/r
<br />7 I/z
<br />3
<br />I 6s7
<br />7/r
<br />3'
<br />tY
<br />,}'
<br />,D 1/2
<br />17'
<br />t0 t/2
<br />„ t/2
<br />a'
<br />t)'
<br />7'
<br />6 (TOP)
<br />,3'
<br />_1
<br />3"_tr
<br />a 1/2•1]'
<br />6 1/4'
<br />6 t 4'
<br />6 t 4'
<br />6 1/4•
<br />6 I/i
<br />6 1/4
<br />6 (BOR ••)
<br />-
<br />-
<br />6 1/4•
<br />a 1/a•
<br />-
<br />- I
<br />-
<br />j -
<br />15 114-16
<br />1/4'
<br />6 BOR»)
<br />SEE SECT 11 to AcNm HYPE A SPACING PR ow.I.L rod Pro Raw FRAME BWIlD1106.
<br />• MMMW ANCHOR SPACIN06 AO KORNAI EDOC DISTANCE ALE NOOAIED ON INS SCHEDULE FOR Ea
<br />LESS THAN VIOICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MnTIPLYAC WADING S OPH ON
<br />SCHEDULE IN OR FOLLOw40 FACTORS FDA THIS OPOATIDM TO Of P'ossN,LE. REDUCED SPACING
<br />OlTNRm USIC FACTOR SHALL Not K LESS THAN AAAMA SPACAAD ROTATED FOR EACH ANCHOR n'PE
<br />ON INS SCNmuE
<br />,/4 i
<br />1/4'.
<br />,/.•.
<br />1/4•.
<br />i/.-..-
<br />,/4-._
<br />ANCHOOt TYPE
<br />GRIIe
<br />210-4111
<br />Pa1�LMn
<br />-BLAME
<br />zmatc-m um
<br />..
<br />TALK-W
<br />McONA ANCHOR SPAyNG 00
<br />3
<br />1
<br />3
<br />3
<br />2 ,/2-
<br />2 1/1
<br />ANIKAMfM 0..)
<br />�•ml
<br />1
<br />3 ,/r
<br />r
<br />3
<br />-
<br />J "r
<br />1-
<br />--
<br />NE,NNHt2.6.1 b.
<br />3
<br />1 ,/a•
<br />3 1/2•
<br />3 t/2
<br />] ,/r
<br />ACTUAL an oiBI4DE LD,
<br />FACTOR
<br />/
<br />_ •�
<br />21TT' _-
<br />OJT
<br />Pao
<br />-
<br />F
<br />lir:
<br />`• SPACINGS ONLY VALID WHEN SPACER is USED. SEE T�BIE /1 FOR IAAX, ASQ
<br />DESIGN LOADS A MAX. PANEL WH EN SPACER r fS U.3ED.
<br />7/4•0 TAPCON EXISTING POURED
<br />ANCHOR O 9. O.0 COMCRETE OR
<br />YL
<br />CONCRETE BLOCK
<br />O-
<br />Su-
<br />`:J- _• /:
<br />E.D•
<br />EXI NC-:
<br />E
<br />DAss n
<br />_
<br />/
<br />II II
<br />11
<br />0
<br />u
<br />r
<br />4
<br />Al
<br />II
<br />I' Yin.
<br />IT --SEPARATION
<br />-
<br />u
<br />TO CLASS.
<br />x
<br />Mart R
<br />oft A
<br />YimH-DA1r-F-r)
<br />1 'L' Mc
<br />PANEL UE
<br />(SEE ELL\
<br />OH SHEF
<br />..� 1 l/2
<br />1
<br />E.D 4 I O
<br />10
<br />I +.O IT
<br />OC
<br />! I
<br />3/4 I-
<br />I
<br />1/4•0 TAPCON
<br />ANCHOR O 9. O.C.
<br />EXISTING POURED CONCRETE OR
<br />CONCRETE BLOCK REOuAR£0.
<br />SLPId14ti R-tA
<br />* REGULAR PANELS
<br />WALL MOUNTINGS
<br />sc LE 3/a-1•
<br />Te9E !L A
<br />AS.D. DOMfiR4 WAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />W-B-
<br />> 40 PSF TO 50 PSF
<br />V-2'
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />e MAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS k W/1" SPACER AT 12 1/2- O.C.
<br />FLORIDA BUILDING CODE (Nor
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL r)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4•0 TAPCON _EXISTING POURED I/ -0 TAPCON CIU51I1G POURED
<br />ANCHOR 0 9 O C CONCRETE OR ANCHOR 0 9 O C CONgE'IE DR
<br />i �t CONCRETE BLOCK /L
<br />OCK
<br />7{ REWIRED. , fC2) MAX - A,/
<br />10
<br />IS Ran .
<br />u !
<br />1' MAX-
<br />6- PANEL LENGQI
<br />(SEE �EVAIIDN
<br />I ON SHEET 12)
<br />I
<br />J
<br />_ /.. IAr
<br />ANCHOR • 9' O.C.
<br />Ex STING POURED CONCRETE OR
<br />--CONCRETE BLOCK REQURED.
<br />SECTION R-18
<br />O LIFE SAFETY PANEL
<br />SEE SHEETS 15 A 18 FOR ANCHORS
<br />ANCHOR tWFE
<br />-. L/4•'.
<br />TrPE a SPACING FOR P STALLATOH6 INTO
<br />VOC N
<br />Won. ArtH aw 9MVE1Ro (.a
<br />1
<br />wm nvuE WRLDem ANCHOR SPACINGS AMC MAMXJM
<br />�
<br />I_- I- w
<br />--". t aNHHN mAAN txy
<br />3
<br />IDGE DISTANCE ARE NDIAtEO ON THas
<br />SCHEDULE. FOR Ell 1E55 TUN VACATED
<br />ON SCHEDULE REDUCE ANCHOR $IAJNC
<br />1
<br />ADRN. IIIE IlaeS 90
<br />FACION
<br />ByNAAnPLrelD SPACING SMOwN ON
<br />SCHEDULE BY THE FOLLOWING FACIon
<br />11/2•
<br />am
<br />FDA INS OPERATION POSSIBLE.
<br />REDUCED 3PAIM3 091AXED USING
<br />PAC,OR SMALL NOT BE LESS TIM
<br />- - 2 ,n_ -
<br />- _
<br />CAI
<br />-
<br />W.4111IM SPACRO o10CATED FOR EACH
<br />ANCHOR TYPE ON THIS SCHEDULE
<br />1•
<br />'- -
<br />-
<br />1 '/]'
<br />I -
<br />I/4-0 TAPCON QOSnNO Pp{DIED
<br />ANCHOR O 9. O.0
<br />CONC(gTE OR
<br />/kk
<br />y..
<br />CDNCIETE BLOCK
<br />REWIRED.
<br />f-
<br />i/2. 1 I/4•
<br />1
<br />14(1k - . ,
<br />1
<br />• ED• I
<br />I 1
<br />. I I F-
<br />�� i I Cl)
<br />I
<br />1
<br />6 R- SEPARATION I
<br />HY- E%
<br />T 1 /
<br />II
<br />T 23_. •an w
<br />1�•{I O fXA55.
<br />l:1A55 Y.W ea,5
<br />E%ISn !
<br />AG LL ♦ _= I [
<br />- -11
<br />R a o� T .LA9
<br />I I t
<br />A U UE,KIY
<br />CLASS E x
<br />- YxF iQ nra
<br />:' I l
<br />II , I
<br />,GATT, HAEt ,� tl :
<br />II I x
<br />II
<br />9 1
<br />1 'l' MAX
<br />II I 9 I N t MAX.
<br />II v PANEL LENGTH R 1 6' PANEL LENGTH
<br />I
<br />Y ,/ - -. , (SEE ELEVATION 0 I (SEE HET 12)
<br />II 1- Mln 1 ON SHEET 12) x I 1 ON SHEET 12)
<br />11-'SEPARATION I I T
<br />p
<br />O TO CLASS_ I ( a I
<br />n -T '
<br />I E D J /^.
<br />I t U , it
<br />2 1
<br />k i �) y f i a.
<br />1 f 1
<br />E.D4 , / E.D.- 1
<br />I
<br />1
<br />11 I ' _� I I
<br />, EO I , - - I ( EO 1
<br />4'A .• I w
<br />EO - "" .IE2 MS ED 1 - SS HDI YS
<br />;' Ann • — . I
<br />A• 12 ,/2 oc (( . 12 ,/1 OC
<br />I/4'4 TAPCON �..I.. 1/4•. TAPLON
<br />ANCHOR O 9' CC
<br />ANCHOR O 9. O.C.
<br />OUSTING POURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />..-CONCRETE BLOCK REQUIRED. - CONCRETE BLOCK (Ooulim
<br />SEC1110h R ACTION R-2B
<br />O REGULAR RANELS O LIE SAEETY PANEL
<br />WALL MOUNTINGS
<br />INuo- - SCALE 3/6-1'
<br />BUILDING
<br />N
<br />(D
<br />C_
<br />Cn
<br />L_
<br />M
<br />N
<br />.f"
<br />U
<br />a)
<br />Q
<br />I_
<br />O
<br />,0
<br />O
<br />C
<br />.CM
<br />CU
<br />U
<br />-0
<br />a)Cn
<br />a -
<br />C
<br />(-
<br />aOO^,OQO
<br />�
<br />�
<br />V
<br />OLL
<br />=
<br />Cu
<br />"_
<br />O
<br />VO
<br />>
<br />Cn
<br />—
<br />''^^
<br />VJ
<br />^`
<br />W
<br />L
<br />O
<br />W
<br />��
<br />�
<br />O
<br />L
<br />Q
<br />C-
<br />CU
<br />�»
<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL Cl) INSTALLATION DETAILS FOR UFE SAFETY PANEL (1) DETAILSINSTALLATION
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES
<br />INTO WOOD STRUCTURES
<br />1- - - - _
<br />1/4•0 TAPCON � tED t/4•. TAPCDH ,-_ _ �'(IST1Np P ! D __ _ _ _ .I . _.�--u� I
<br />ANCHOR O 9. O.0 OW ANCHOR O 9. OC ETE 01M WOOO HEADER 1(ODJ ,NFiAOER 11 _ RODS HEADER _ *DOD HEADER
<br />_WOOD HEADER WOOD HEADER
<br />- -
<br />CONCRETE BLOCK r�- CONCRETE BLOC)( ZHEOUNED _ _ $OUMED I', - CLSREO TEOUIREp • _
<br />- REDINED. p, RFOIxRED. I,- I L REWWRED REOlAREO Cn }B
<br />I . , ,1i'�1 i- 1/•q T. I - V �4-. TAPCDN -._Z4•A TAPCON I`/4'W TApOaN I CD
<br />O 4)20 I ' AKIHgi O 9.. (; I ANCHOR O 9' O C. I ANCHOR O 9. O.0 ANCHOR O 9• D.G. _ .114Y tAPCON , _ _ t/4'. TAPCOH L
<br />_. I . _. , .I I ANCHOR O 9 O.C.NOR O 9. O.C. (/N1 `)
<br />i~ r I', AHc W 1 +/Y TIN- ! T/x' 1/r _�, III {D2 O I •III '
<br />- v �J/ 2 MM.(D _c
<br />- WINK 0 r
<br />[D I L ItI EO I MAX. IIAII. - - IAAA-.. . 'WOL _-- - t/2• # (I/4' - t/2• t1/_,•_ _ OAR..
<br />j I I Min. I Wn. 1 MU )It Yin. ].. i •1 2 N.. - __ _- - 1 2• I
<br />-01 I j
<br />A I O N I- Am I '---1 I 1 •-_1 I i I I I I
<br />A i F-SEPARATR)N I 1 : ; 7^1 I 1 1 f I I I I
<br />E� G-g p Ron,F Y TO CIA.S'A .' _.- 45 Inn W r R-. : D a ,0 0 1 Cl) 11 1 v I..JL^L) 1 L�! I -
<br />(J I� L�L; 1 L� I I
<br />/, _ _I a ' 1 e a x y /a•.-m.l' x I pra 1 1/4•I�Aa.+' R 1 O R , /
<br />�'OH U.,¢ R I n I , ti ' I - At can w 1 �1 41 S3 can A 4 1 ® 1 1/••.-Nor• O
<br />N 1 Ulenl OAT, 1{) EXIST E%t5T1 R i ' 1 A EX15T1 , f SS Wan • A , ( Al G x LW Onn W
<br />INGJ I NSy( A, ears I yi.Al EXISTI I , W-Awr A, t
<br />e G ASS a A 36 NG ° C ASS P a a E bT ° ( CAA$$ I �3 ea s I , E Y - • I AEA A3 HAP
<br />e CLASS e 7
<br />" I j 1 •L' AWN. N i i• MAX. n 1. �.- ( 7a+P c`"55 A 1 - 1• WJX It 1 x 1 NAY.
<br />IL - f - ;- (SEE ELEVATKk! e I (SEE [LEVAxXN ° ( -I - 1 - -1 -_"- - - - _ _ 6• PANEL. LENGTH N 4--_
<br />. ) t• 1ba. ,Ii °--1/' - - - -- ; - S 6- P� LLB' H ii i 1 Ex x I I H •L• MA(
<br />%I I Min I ON SHEET 12) a -_. T. _ e I I PANEL tENGTrI e ( , TREE ELEVATION II 1 "L' YAx LL _ - --r -_.1 PANEL lE7LCEHN I , ON SHEET 12) N 'L Ym •r(SEEELEVATON I)) Yi.
<br />•-SEPARATDN N I1.1 - _. f - 1. �(5 NE LEVATON x 1 .. iON SHEET 12) n ----- .. .(SEE L LENCION e ` 1 ON SHEET 12) n I 1 PANEL LENGTH -- - 6• (SEE ELEVATION
<br />f0 cuss. 1 �' - __ __ _L____ ° 1 ON S11EF1 12) p I N 1 I 1 ON SHEET 12) e 1 _ _ n 1 - -- - -
<br />__ , N 7 , 7 O e T_ _ - i N V- - I (SEESELEVATION ° 1 ON SHEET 12)
<br />1 tl , A-_ "111\ _._i _-A 9 / Wn. A _ _ T _-. tf/ . _ - � _ 1 _ ON NEE' T2) N T-' � I
<br />.:' 1 I II 1 • Min. , _ r _> I _.. SEPARATION - I = - - `% - { �.\ 11 1 II I i1
<br />v
<br />I.
<br />q ,. ;. I L/1 [ � I j'r--$EPARNTION 1 O x I• M; . (7 ! N TO CLASS 1 (� B -. _!• .. wnI- \ i T• Wn. I % - _ - 1
<br />1 �, I ( .. I U R TO GLA55. I L/2 N sEPARAOOA- �_J 11 i O--SEPAATION 0 GLASS - i \� 11 I' MWn. i r/.1 �O
<br />1 I 6' - B. W 10 GlASs. 6' III N TO G1A55 1 6• II 1 1 B"-'SEPARAl10N - E_.� t ,
<br />EX67MG POURED E D I EXISTING POURED E- 1 iI/r . I e "I -I �° (�11 I L/2 ( 1 rl I °' V
<br />(1)
<br />CONCRETE OR • I CONCRETE OR 1 11 1 •,®-� • r N I 1 L/1 H N 1011,
<br />R 1 R '0 GLASS. 1 �`�TC�SH�
<br />REQUIRED COCA /7 I ,lA� oc RECEE ED COCK - ), -1 ® EI - Be i 1>t E0. 7N� 1 ( �� 1 I 1 n 1 I. ,� AC 1 I I. I3 yl OG
<br />__
<br />CONCRETE
<br />1 I I H , ^ ti�, � ! t seats r r Md EEEI;000D 1
<br />I
<br />y 1 4 . 12 , _ I I ,/2' fN E
<br />c!c,r f'� u/ EO O
<br />/4'0 PANE -ATE PLUS I/1'W PAHFLWTE P.A :' I (4/� l VLATE W'04D - 2'.4' WOAD - -i �A, 10q•J(Ao 11 I PurE '-- I
<br />F(E REGUNNEO • +A r/A EO.c 2•.4' WOOD r.i WOOD_
<br />RAZAASie TAPCON i. TAPCON 4Y TAPCpN
<br />ANCHOR O 12 I/2. O.C. ANCHOR (BEYOND) O LI AHED - Y-' - ANCHOR O 9' O.C. ANCHOR O 9' O.C. i ANCHOR O 9' O.0 PLATE I, 4.0 TAPCON REGUIRED PLATE i REOINRED
<br />STAGGERED w/ STUD I - - STAGGERED W/ STUD REARED - ANCHOR
<br />vAPELYATE PU15 _ ANCHOR
<br />PA0 12 1 ' US m 0-
<br />O,
<br />WALL MOUNTINGS i - ' '•, - PUT' *DOD I_-- PLATE WOOD - -It - ANCHOR O 9' OC. - III ANCHOR O ,2 !/2' O.0 ANCHOR O 12 t/1' 0.0 _`
<br />W6TNAATANS INTO '6 FOR ANCHORS TYPE AGOG FRAME 31AD.Esf SPACING FOR - - . - REONRED - - - REOAnRED _ , . - - - 1111
<br />(IW7
<br />AWUee S AND" O SINS SC AND IN EDGE 06THAN '. - - IL_.I. -- - ...
<br />ME LTED ON ON THIS REDID 1E. PCR ED LESS THAN - - - - .
<br />AfOKATED ON SCHEDULE REIILCt ANCHOR SP4Cp1G BY -
<br />ALETRY MG SPACING s o" ON SC MULE w THE
<br />FOU&NI1G FACTORS FOR THE C.ERATION TO N POSSIBLE. ALTERNATIVE R- �
<br />WmucED ePACNC OBTAINED USING FACT" SMALL 1407 ME - e►.TERNATNE R-1 SAFETYNE Ae fflw E R-2AW �$NATIYE R-PANELS 28W O REGULAR PANELS " m
<br />IM THAN NIMMU. SPADAND NNFJIICD FOR EACH ANCHOR A 1MHNHHI/yAAP •'
<br />TYPE ON THIS SCHEDULE- sl'"" A. Tl " WALL MOUNTINGS p P, il([ I W
<br />.t QP [ 'hqo- WALL MOUNTINGS jLLI MOUNTINGS L '\E I N !r4 1 4s1�
<br />ANCHOR rag t/.•. _ 1/4•. \ 4j J' y SCALE 3/e-1• SCALE 3/e-1• SCALE J/e-I• ✓.p
<br />IACBN :NAVAME P•••'••.....•.. A. Tl •GEN LLI
<br />�a�:' vCENS_ -9 S �v�EP..... u/T ll`:' V Sf ''.. c
<br />HAMIWr ANCIAe wMaC (W.) 3 3 a'P a FLORIDA BUILDING CODE Non High Velocity Hurr)con. Zone) 3N` ....
<br />• GEN f • . FLORIDA BUILDING CODE Non HI h Velocity Hurrieon@ Zon• a No. 44T61 FLORIDA BUILDING CODE Non M h Valoci Hurrieon6 Zon• C
<br />•YINNAN_ .WIrAr pH) 1 3 = oamD 1l1TDO. F< I.P. Ei=: % 400» TAWC1 __ r!. �Q�-Iii * :, * .AOA TIL1ECo. AS rl. Q
<br />eaA1B UN w PH) --- 3 a ,n = * = * : * 24 GAGE GALVANIZED STEEL STORY PANEL OW4'N W. , 4416T t ?I 24 GAGE GALVANIZED STEEL STORM PANEL ? 24 GAGE GALVANIZED STEEL STORM PANEL
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