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<br />In
<br />END CLOSURES DETAILS FOR I i1STALLWION IN POURED CONCRETE,
<br />WOO S R TU U F REGULAR, LIFE
<br />L 0 R
<br />CONCRETE B O .� Q T 4������YL�tI�9J3
<br />SAFETY A E-Z HANG STORM PANED SYSTEMS
<br />i
<br />OR EOSMOM .
<br />1 v 3' 3103 H-14 OR
<br />VARIES i 2f 'x4. � e x x .°93'
<br />51Racy ® & ® ARGUE W Thor !aR .WAH.
<br />/SOUPED 1 3/4'� ='
<br />_
<br />2-t/2" TAPLCDNr! 12 O.C.
<br />KUM cEHLBLTE MOCRfTE CONCRETE BLOCK1 1 I
<br />RBLOCK OR EQUIRED r aL' WMN3 fTiViE i i 1/4NCHgt f t2"`Ot 2 T12• 1
<br />i M
<br />2'X4' YN00 FRAME OR �.
<br />RmuwFn. 1 _ FNLF PAHM1
<br />21 4' \ GAP i
<br />,4'ax934' -, 1, i
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<br />Mm AtH;ON ANCHOR TEAM7E LEG LOCATION
<br />r.2•=a56'To
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<br />EDS ri ANGLE OR
<br />L .
<br />4t33 M.. 1 AL1IN
<br />3 qz : COHERENT'
<br />META' ALUM. EN 6N1Ei POURER , CONCRETE
<br />IN NE7lt PIAE r4C W000
<br />1" a.OG OR FRANC
<br />5 REOVIRF.D
<br />3105-HII 9R - - t 1 '
<br />14 2 2
<br />C°P°F ALUM. MNAE M. y': Max. i ...
<br />Mac GNP
<br />I
<br />1/4' 4 BOLT= " 4" ;, 4• , .072"
<br />4, tr 0.Q 105-HIL OR 6063-76 ALLOY
<br />'M/JACxNUT C-L m-, AVQF
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4"-1" SCALE Tj4'-1" SCALE 1/4'-1' SCALE 1/4`-1'
<br />OR EI= PAANNELMATE:
<br />i
<br />POURED CO �..:✓ •© "J` •l?' OR re BlOdt BET: °Ant / PANEL,NTE Plus {{SEE
<br />I.SX i. i OR 2:M' WOOD I ,TOES Of OPf7IrO r SOIEWLE En. StEE1a 9,
<br />(MVO PANEL CONCRETE BUICK 5 � 7� +mil/ niAME PEWINID , i AS MPLM.tBLE IE 6 it)
<br />OVERLAP BEYOND ` rx4. W000 FRAME v GAGA
<br />OPENING WIDTH) ' km OpE 20 co", REAURtEO
<br />REDuEED " �.- I 3/4" Mae,
<br />-
<br />i VARIES -•-� ,© OR� : SEMI' i9/ JNCI,ORiO' main 4r
<br />z
<br />REAR FUAEES RARAuxL m
<br />5 M. : WALL. (NEVER CUT END PANEL)
<br />X - B.O.�DISTANCE "��.:�� i-WICK
<br />(YAP.)
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<br />' ---- -Ncaw7swT--i
<br />CASE GtP N)
<br />ataHalHHIMNtjN/yArA
<br />�'�`,t; A;;it/Jky,+,y SCALE 1/4•s1'
<br />VXM FOR DIRECT MOUNT INSTALLATION ONLY At
<br />F s CERMED PANEL INSTALLATION AT WALLS W/
<br />_�
<br />No. 44167 - SURFACE LEVEL VARIATIONS WITHIN 31r
<br />FLORIDA BUILDING CODE (Non Nigh Velocity NUrrtcone Zone
<br />CASE E (PLAN) CASE .F (PLAN) s 9�. s °tea TLIM A'a` 24 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />DLAWna eY:
<br />IORIDP
<br />SCALE 1/4'-l` SOtLE if4`-i" .(' ^`4(r �_
<br />11L E C O CABAL PROTECTION PRODUCTS, LLC. 07DAM
<br />Luc.
<br />-. i4R 7�Bn110 a ENa1NURsnw
<br />11// COMPANY
<br />III/ s 4BaaON#,W'F7.6t333
<br />w, r P,1: raNrw aeL N 3Nr 26-175
<br />L. A- (NU p,-,4bEDOM,M-,COI 1'N1DN@ (a54XM4-7a+d. FAX: (YSL)61I 17
<br />>42 .,raw Yx' DW~ Nk
<br />P,E SEAL/4GNA17ME/MR � 7XLFF1j .� P Dw n•A : BNEET T Or t#
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING, (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />cr_ucn H E cnR R rlu AR STORM PANEL (J) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL iQINSTALLATIONS AS PER ALTERNATIVES 111V THRU 4W, ON SHEETS 6 k 7)
<br />MAX. AS:O:
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR. E.D. - AS SHOWN ON SHEETS a k 7
<br />APPUCALE
<br />TO
<br />�,,_
<br />MANIMUI
<br />PANEL
<br />t:tH
<br />(tt.)
<br />TAPCON
<br />LAG SCREW
<br />PANFIMATE
<br />FEMALE ID
<br />PANELMATE
<br />PLUS
<br />W� BUSING
<br />13'
<br />13'
<br />13'
<br />Ir
<br />13`
<br />Iw (TOP)
<br />13,
<br />13,
<br />1W (BOTTOM)
<br />6 Ifr
<br />8 1/2'
<br />5 1/2'
<br />O 1/2"
<br />6 1/2-
<br />-.. (ALP)
<br />PN
<br />-
<br />-
<br />6 1/4•
<br />12 1/2"
<br />6 1/4`
<br />12W (BOR.')
<br />5,-0
<br />OR
<br />B•
<br />8"
<br />a"
<br />8'
<br />-
<br />(HOP)
<br />I.
<br />LESS
<br />e`
<br />e"
<br />8"
<br />8'
<br />-
<br />(BOTTOM)
<br />13'
<br />13"
<br />13'
<br />13'
<br />Ir.(TOP)
<br />LESS
<br />13
<br />1r
<br />13'
<br />13'
<br />jr
<br />W {BOROOR N)
<br />'13
<br />1J'
<br />13-
<br />t3'
<br />a Ile
<br />Ill(roP)
<br />13
<br />Tr
<br />13`
<br />13`
<br />6'
<br />IN (BOTlow)
<br />8 1f2"
<br />a 1/2-
<br />6 1/2'
<br />8 1/2"
<br />6 1/2'
<br />2W IMP)
<br />Ile
<br />12 1/2`
<br />6 1/4'
<br />(8011.')
<br />> TOO
<br />4. 1/2-
<br />IV
<br />6 1/2`
<br />6 1/2`
<br />-
<br />3W (LOP)
<br />);•_;•
<br />6 11e
<br />41jr
<br />7'
<br />7"
<br />-
<br />3W(BOTTON)
<br />18 7/2-
<br />9 1/2"
<br />72'
<br />12"
<br />13"
<br />1 TS"
<br />13"
<br />13`
<br />8 1/2'
<br />PW (BOTTOM)
<br />• SEE TABLE #1 FOR MAX. AS.D. DESIGN LOADS dL MAX. PANE. LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />MAX. A.S.D.
<br />DESIGN
<br />PRRATING ESSURE
<br />MNOMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 # 7
<br />APPLICABLE'
<br />AUSNANTIV
<br />4O ANY
<br />OF M»OH'1
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />C
<br />TAPCON
<br />LAC SCREW
<br />PANELMATE
<br />FEMALE ID
<br />PANELMATE
<br />PLUS
<br />WOOD B M*NG
<br />13,
<br />1r
<br />Ir
<br />Ir
<br />lwm
<br />13,
<br />it
<br />13,
<br />tr
<br />8'
<br />SW (Burrom)
<br />E 1/2`
<br />6 1/2
<br />6 1/2'
<br />6 1/2•
<br />8 1/2-
<br />(TOP)
<br />-
<br />6 1/4`
<br />12 1/2'
<br />6 t/4•
<br />(BOTT+)
<br />S'-O-
<br />7'
<br />7 1/2'
<br />8"
<br />e'
<br />-
<br />3w (TOP)
<br />LESS
<br />7 1/2'
<br />6".
<br />0"
<br />Ir
<br />-
<br />3W m t w)
<br />13"
<br />13,
<br />13•
<br />it
<br />13'
<br />W (TOP)
<br />445, -4S
<br />TO
<br />475. -7b
<br />it
<br />13'
<br />13•
<br />13"
<br />Ir
<br />4W (BOTTOM)
<br />13
<br />13'
<br />13"
<br />Ir
<br />t0"
<br />IW (i6R.
<br />13,
<br />id`
<br />13"
<br />13,
<br />a Ile
<br />IW (BOTTOM)
<br />6 1/2'
<br />1 6 1/2"
<br />6 I/2"
<br />6 1/2'
<br />6 1/2`
<br />zv STEP)
<br />6 1/4`
<br />12 1/2'
<br />6 If4'
<br />2W (BOrL")
<br />>1TOa'
<br />4 ljr
<br />r
<br />7 1/2"
<br />7 1/2-
<br />-
<br />(1TW)
<br />V
<br />5•
<br />1 5 1/2*
<br />a'
<br />8'
<br />-
<br />3W isorrom)
<br />13'
<br />12'
<br />iJ'
<br />13•
<br />5 1/2.
<br />W (TIN'}
<br />t r
<br />73'
<br />tr
<br />13'
<br />IV
<br />4W (BOTTOM).
<br />• SM TABLE /1 FOR MAX. A.S.D. DESIGN LOADS de MAX. PANEL LENGTHS WHEN SPACER 0 IS I
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 {
<br />TA✓�E
<br />it A
<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 />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE aAAJLE ID OR PANEL MATE PLUS
<br />ANCHORS g WJ SP,aAQiWNM,:M,j�• 1/z` D.C.
<br />M"IMUM A.S.D DESIGN FEMURE UJING (a.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACINIrm SCHEDULE
<br />E98 REGULAR AR CTARII EMEL I l INSTALL•dTIONS INTO CQNCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELIZ7 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 do 5)
<br />VAX. ".D,.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(p,e,f,)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E.D.
<br />PER SCHEDULE
<br />Dam
<br />APPUCABlE
<br />TO
<br />CDAtaP47OKA/
<br />OF 71"
<br />MWMUM
<br />LENGTH
<br />1'
<br />(n.)
<br />NAL AS.D.
<br />OEM
<br />PRESSURE
<br />RATING(P.0.)
<br />{p.e,f.7
<br />MIkXIMUM
<br />ANCHORS
<br />SPACIND
<br />FOR
<br />Mat CO.
<br />PER SCHEDULE
<br />BELOW
<br />PPIICABLE
<br />ATOPANEL
<br />A
<br />COMBINATION
<br />OF If"
<br />MAXWlA4
<br />LENGTH
<br />IL
<br />(�)
<br />TAPCON
<br />SOIIO-SEC
<br />�
<br />ID
<br />P
<br />PLUSt
<br />ZWiC-M4UN
<br />CALK
<br />-IN
<br />TAPCON
<br />SOLID
<br />-Ski
<br />F�
<br />PANELMATE
<br />Z A AC-NNMN
<br />CALK
<br />-IN
<br />- :/O
<br />COMDEX
<br />ro
<br />ro
<br />ro
<br />�
<br />..
<br />TO
<br />TO
<br />ro
<br />ro
<br />13'
<br />ro
<br />to
<br />LFNO1FSe
<br />'
<br />to
<br />mItpm
<br />445, -45
<br />LESS
<br />-
<br />tr
<br />t3'
<br />13'
<br />13'
<br />tY
<br />1!'
<br />Ir
<br />it
<br />13'
<br />73'
<br />tr
<br />13 `
<br />t STOP)
<br />5"-B
<br />L�
<br />+46, -45
<br />TO
<br />+65, -84
<br />1'
<br />3
<br />i1S`
<br />3
<br />/3'
<br />Ir
<br />iS`
<br />13"
<br />YS"
<br />11
<br />it t 2
<br />/
<br /># (TOP)
<br />OR
<br />OR
<br />tE35.
<br />:
<br />Ir
<br />Ir
<br />it
<br />13,
<br />is"
<br />13•
<br />12r
<br />tr
<br />Ir
<br />- 13'
<br />13•
<br />13"
<br />1 (BOTTOM)
<br />Tr
<br />tr
<br />13•
<br />tr.
<br />13•
<br />13,
<br />93'
<br />tr
<br />iJ'
<br />13'
<br />11 1/2
<br />1 (BOTTOM).
<br />tr
<br />i3
<br />13
<br />13
<br />13
<br />1J
<br />7J
<br />i3
<br />T3
<br />t!
<br />13
<br />I]
<br />2 (TOP)
<br />13
<br />1S
<br />ra*
<br />13
<br />13
<br />f3
<br />it _
<br />13
<br />tr
<br />7S
<br />13
<br />12.
<br />(TOP)
<br />!
<br />r
<br />13"
<br />t3'
<br />1. `
<br />t
<br />3'
<br />i3'
<br />2 BOTTOM-
<br />1 "
<br />3
<br />1r
<br />Ir
<br />13,
<br />Ir
<br />1r
<br />tr
<br />1'
<br />!
<br />T'
<br />1
<br />1'
<br />1
<br />1 1 /2
<br />2 BOnO
<br />( LD..
<br />it
<br />I 13`
<br />t r
<br />13'
<br />1 3
<br />1 '
<br />3
<br />Tr
<br />Ir
<br />73"
<br />13"
<br />§3•
<br />J
<br />(TOP)
<br />13,
<br />13*
<br />Ir3`.
<br />13"
<br />13'
<br />13"
<br />1r
<br />Tr
<br />1r
<br />13
<br />it 1 f
<br />3
<br />1 '1
<br />t
<br />et4'
<br />6t412
<br />t2
<br />t2i
<br />6 t 4`
<br />6 T 4'
<br />3 Ba1TOLi
<br />12 t2
<br />/
<br />6 7 4`
<br />/
<br />5 1 4'
<br />j
<br />I2 T /2/
<br />2 1/2'
<br />1 4'
<br />/.
<br />3 (BOTTOM)
<br />a
<br />s
<br />6 " :.
<br />$
<br />-
<br />a
<br />a-
<br />0"_
<br />r
<br />a-
<br />-. o
<br />a•
<br />7
<br />4 (TLiP)...
<br />6'
<br />5 1/2"
<br />a"
<br />e"
<br />S:T/2.
<br />8» -.7
<br />,f2.
<br />0.
<br />8,
<br />.,
<br />8"
<br />5,
<br />4 ( 7
<br />:6"
<br />-
<br />e.
<br />...
<br />6•
<br />_
<br />e�
<br />_
<br />8•'
<br />-
<br />g•
<br />.. '
<br />4 80TFOM7
<br />6`-
<br />_
<br />b•
<br />�13"
<br />4 (BOTTOM)
<br />4r
<br />tr
<br />I3'
<br />Tr
<br />13'
<br />tr
<br />_
<br />Ir
<br />Ir
<br />1r
<br />13`
<br />13'
<br />Ir
<br />S (R>P
<br />13"•
<br />tr
<br />13"
<br />T3•
<br />13"
<br />tr
<br />13•
<br />13'.
<br />1r
<br />.. 13'
<br />11 1/2
<br />5 (TOP}
<br />�.-_.
<br />' tr
<br />13
<br />13 "
<br />13
<br />t3 -
<br />tr
<br />13
<br />•
<br />iJ
<br />_13,
<br />T3
<br />13 "
<br />13
<br />T3
<br />8 (WT171M)
<br />11 ,
<br />3.
<br />13
<br />t3
<br />1r
<br />i3
<br />13 ,
<br />13 ,
<br />13
<br />tJ "
<br />IJ
<br />13,
<br />.. "
<br />t3
<br />I1 1 ,
<br />/2
<br />5 BOTTOM.
<br />(BOTTOM)
<br />Ir
<br />13'
<br />/r
<br />13,
<br />_ Ir
<br />Ir
<br />S3" .
<br />13•
<br />it
<br />13,
<br />13,
<br />13`
<br />!-gap)—
<br />13•
<br />tr
<br />13'
<br />tr
<br />it
<br />Ir
<br />Ir
<br />13`
<br />13,
<br />Ir•
<br />Ir
<br />11 1/2.
<br />a (top)
<br />_
<br />-
<br />6 1/4'
<br />6 i/4•
<br />6 1/4'
<br />8 S/4'.
<br />-.
<br />-
<br />-..
<br />-OR
<br />a t/4".
<br />6 1/4`
<br />6 (OOtT.`N
<br />-
<br />-
<br />6 Ile
<br />6 1/4'
<br />0 1/4
<br />% t/4"
<br />-
<br />-
<br />-
<br />-
<br />6 1 4"
<br />S 7 ,v
<br />6 (BOLT:
<br />IV
<br />- 8'
<br />IS'
<br />10 i/2
<br />tr
<br />7"
<br />Ir
<br />r
<br />7 1/2
<br />S I/2.
<br />13`
<br />4 tj2"
<br />t (TOP)
<br />>5,-e
<br />M
<br />14'-4'
<br />13`
<br />6`
<br />13`
<br />13,
<br />Ir
<br />8 tjr
<br />Ir -
<br />8 112`
<br />9 1/2-
<br />6. 1/2•
<br />tr
<br />5 1j2'
<br />1 )
<br />>5=-6.
<br />TO
<br />O'•6'
<br />-Ir
<br />-7.
<br />13,
<br />Ir
<br />13"
<br />1 9 1/2
<br />tr
<br />S 1f2
<br />is 1/2
<br />7 1/2
<br />Ir
<br />8`
<br />1 (BOTTOM)
<br />13"
<br />7 i/2"
<br />I3'
<br />13'
<br />13'
<br />10"
<br />tr
<br />10"
<br />11'
<br />8'
<br />ir"
<br />8 1/2'
<br />I (BOTfOM7.
<br />Ir
<br />s S'
<br />13,
<br />10 If2
<br />13,
<br />7"
<br />1.
<br />7"
<br />7 If2
<br />5 112
<br />1r
<br />4 1/2'
<br />2 (TOP)
<br />f3"
<br />6"
<br />13•
<br />13,
<br />137
<br />8 I/r
<br />Ir
<br />8 1/2"
<br />9 1/2'
<br />6 1/2"
<br />13"
<br />5 1/r
<br />2 (TOP)
<br />Is,
<br />7-
<br />73"
<br />72r
<br />13-
<br />9 1/2
<br />Ir
<br />9 1/2
<br />to 1/2
<br />7 1/2
<br />13'
<br />8 1/2"
<br />2.(BOTTO)
<br />13"
<br />7 t/r
<br />13"
<br />13"
<br />13"
<br />ta•
<br />Yr
<br />lo-
<br />it-
<br />e•
<br />13'
<br />5 t/r
<br />2 (Bottom)
<br />it
<br />7`
<br />13"
<br />13,
<br />13,
<br />9 1/2
<br />it
<br />9 1/2
<br />10 I/2
<br />7 1/2
<br />13'
<br />6 1/2'
<br />3 (TOP)
<br />13'
<br />7 7/r
<br />13'
<br />tr
<br />73"
<br />TV
<br />it
<br />IV _.
<br />11'
<br />8"
<br />13"
<br />0 1/2'
<br />3 ((OP)
<br />12. 1/2.72
<br />1/2
<br />6 1/4`
<br />5 ff4.
<br />12 1/2
<br />61/4`
<br />5 I/4•
<br />8 if4'
<br />3 (BOTTOM)
<br />12 1/2'
<br />[12 1/2
<br />6 1/4"
<br />6 Ile
<br />12 S/r
<br />12 1/2'
<br />-
<br />-
<br />0 1/4"
<br />6 1/4'
<br />3 (BOTTOM)
<br />- 7`
<br />3'
<br />8' -
<br />5 1/2"
<br />7"
<br />3 1/2•
<br />8'
<br />4"
<br />4 1/2•
<br />3`
<br />6 1/2-
<br />3"
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<br />7 t/2'
<br />3`
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<br />7'
<br />4"gl"_
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<br />3 11V
<br />6 1/2•
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<br />4 (TOP)
<br />5 1/2".
<br />7 1/2'
<br />4 (BOrtDN)
<br />6"
<br />8'
<br />_
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<br />11r
<br />-
<br />7 1/2'
<br />4 (BOTiON)
<br />13'
<br />7'
<br />13'
<br />13'
<br />13•
<br />9 1/2'
<br />13'
<br />9 1/2-
<br />1D 1/2'
<br />7 1/2'
<br />13•
<br />6'
<br />5 (TOP)
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<br />a 1/r
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<br />13`
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<br />9 ifr
<br />10 i/2"
<br />7 1/2"
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<br />8 If2'
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<br />13`
<br />13'
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<br />13'
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<br />7 lfY'
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<br />4 1/2'
<br />a tTa'j
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<br />6 1/t•
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<br />-
<br />-
<br />8 1/4'.6
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<br />6(Brt,'•)e/4`
<br />6 Y4'
<br />6
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<br />6 1-
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<br />9'
<br />6 1/2"
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<br />13"
<br />70'
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<br />9 1f2.
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<br />11"
<br />13'
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<br />73"
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<br />1J'
<br />12'
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<br />10'
<br />8 (TOP)
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<br />6 1/2`
<br />13"
<br />6 1/2•
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<br />6 1j2'
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<br />13'
<br />7 1/2'
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<br />_
<br />6 114.
<br />SEE SMELT t i FOR ANCHORS TYPE a SPACING POOR Mf.91M XTYDNS 000 WOOD FRANC INALONIM
<br />MONOM ANCHOR 9%CMO9 AN/ MINNUM Door DISTANCE ARE WOKATI P ON THIS SCHEDULE. FOR ED
<br />LESS n" INDCATED ON SCNFDIAE REORY ANCHOR SPACING BY '4INEft"J6 SPACING SHOW ON
<br />SOEOMAE trr TILE FOLJUAN O FACTORS. FOR IM OPERA OIN ro BE POSSIBLE. REDUCED SPACING
<br />OBTAINED USING FACTOR SHALE NOT 6E LESS THAN MPMNW SPACING 14111CAMO FOR EACH ANCHOR TYPE
<br />ON THIS SCNEDLxE
<br />ANIC , TYPE
<br />1/4`e
<br />Ile.
<br />1/40
<br />1/4•a
<br />y/ .
<br />1/4'.
<br />UPON
<br />iI-0
<br />wHiu�MOE
<br />7AMa-WON
<br />GNN-M
<br />MINIMUM ANCHOR SPACING (i4).
<br />3
<br />1
<br />3
<br />3
<br />2 ,/r
<br />2 1/2.
<br />mwmt#iAl M)
<br />3
<br />31/r
<br />3"
<br />3
<br />3I/r
<br />3
<br />KED^GE'
<br />OOTAMRt�'•'�/ Dpt7Qt a0t
<br />3
<br />S I/2•
<br />3 Ile
<br />3 1/2
<br />3 112•
<br />L
<br />AMK CODE 6l6MM E.D)
<br />FACTOR
<br />1 III
<br />ats
<br />-
<br />- -
<br />-
<br />-
<br />21/2'
<br />IJi
<br />Cie
<br />-
<br />-
<br />0.TE.
<br />Om
<br />�31
<br />Jol
<br />1,00 -
<br />GAP
<br />t.eo
<br />4' SPACINGS ONLY VAUD WHEN SPAGF7i IS USED. SEE. iTt FOR MAX. A.S.D.
<br />DESGN LOADS 1Y MAX, PANEL LENGDI5 NRiEAI SPACER IS USED.
<br />1 E. �yil+I:i33I�
<br />sti _
<br />dL
<br />A
<br />A.S.D. DESIGN LOUD
<br />MAXIMUNI PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 5o PSF TO 60 PSF
<br />51-10'
<br />A MAX. PANEL. LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET .ANCHORS 8: W/ SPACER AT 12 1/2" O.C.
<br />_ • B � L i A
<br />mz_
<br />SEE O6eANTS
<br />FD0Tog
<br />1
<br />TVB FORWALANS 910
<br />Tfm
<br />MNMIM..ANCNNxI (kw)
<br />3
<br />WOOD FIMME OLALDNATa.
<br />MINIMUMANCHCH 6PPL91NG5 JAND MNNUIN
<br />• ,Dy SCWa.M $A3
<br />a47ANa1Wl y�
<br />3
<br />3
<br />.1 TISFANOE AAE IJOOA719 oN 1#1S.
<br />SCHEOUIi FOR Eo. LESS THAN 174ICATOD
<br />OR SCHEDULE ROM ANCHOR SPMSNG
<br />$AM XE aCBBRi 0.'aJ
<br />fmom
<br />BY LRR.T,PLYYNi sPAumu IDIWN -
<br />SCHEDULE BY 1 W fTXLa1104 FACTORS.
<br />FOR THIS OPERATION TO 8E POSWMJL
<br />REDUCED SPACING OOTNNW tam
<br />FACTOR SHALL. NOT BE LESS THAN
<br />y-
<br />GAO
<br />"INUM SPACID iNDOD AMFOR EACH
<br />ANCHOR TYPE ON INS SCHEDULE
<br />3 i •
<br />'
<br />WALL MOUNTINGS
<br />SCALE 3j8-1'
<br />N
<br />N
<br />cn
<br />ca
<br />>
<br />N
<br />U
<br />N
<br />O
<br />C
<br />CC5
<br />-0
<br />U
<br />N
<br />O
<br />(Q
<br />U
<br />O
<br />cu
<br />-0-0
<br />•O
<br />(�
<br />O
<br />C
<br />O-11.,
<br />0
<br />C%j
<br />LL
<br />%1--
<br />p
<br />>
<br />.�
<br />�/•A
<br />VJ
<br />-0
<br />a)s_
<br />E
<br />O
<br />0"
<br />^L.
<br />. .
<br />C l
<br />Cx
<br />Z
<br />w
<br />J
<br />CV
<br />0 1'- O
<br />QU N
<br />M ...L
<br />z
<br />—'
<br />Cu C) M
<br />` 4
<br />O Eli
<br />L
<br />y
<br />¢ • �
<br />U (D
<br />C:
<br />3 >
<br />w
<br />.® M
<br />Q� Q
<br />r`
<br />0 0 O
<br />o
<br />> > 0
<br />W
<br />OR
<br />UFE SAEETY PANEL III—
<br />INSTA °LL I10N QEIAIi $ FOR LIFE SAFETY PANEL C2� 1_L`ISTAULATION DETAILS FOR UFE SAFETY PANEL C11 F
<br />STRUCTURES
<br />INTO, POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO. �NQQD
<br />114"0 TAPCON EXISTING POURED 1/4-0 TAPCON� OUSTING POURED t P. 11 ,j 4 .
<br />C—/
<br />ANCHOR o a ac ETE R ANCHOR a s D.C. € CONCRETE OR j S 1
<br />CONCRETE BLOCK CONCRETE BI.acK , Wi U HEADER �. W tNAED R DUIRED , WOOD HEADS `x.. UI HEADER
<br />REOIARVD. REQUIRED. 1 ! : OURED i . OUIRED }�
<br />� I t[[4'r TAPCON _Cn
<br />i. t 4Y TAPCON ` �4Y TAPCON iii 1 4Y TAPCON I ` 11
<br />'1 U 1 ANCFCR O a• o.a t 6 .OR O 9' D.C. `4 ANCHOR O 9' O.a' ANCHOR O 9' O.C. 5 1 4'e TAPCON J 1I t 4Y TAPCON
<br />' , I ,(j --� 4 t �y / t N j! O 9" O.G 1 e IHOR O 8' O.C. W .1/4..,/4. `.' i`- J `�f /f j
<br />1 uAx. p /
<br />LO► 1 EDP k f;: ( _ 1/2• 1/A—: tj2" '1 4' , t/4 I 1/S' t, If2` i t 4" t! ' ✓. - C/�/�)
<br />1 _ AMA%. 77 ,1 2 1�� 1/4.._. t/z� tf4"
<br />7! f 1 I 1 l ♦ 1 'Y 'W . I I /)Min z / Min,
<br />f a 1 i I Err_
<br />p N R-5EPAFA 1 i/4 -2a1• a i i L.,S n �L.} 1 i R H 1 I tl I t f I CC
<br />6 L V4'W-dG.a" a '{D Oli4s5. L_.!� I :.• IL - I i d I _.__._.... _
<br />>xsTrNg,A - axBa�« B-._.««.� , I p 1
<br />A�EA�a 1 � C _ SWAM-amt' " ) ri I
<br />it I 1 ?-'T tt dau3 I = U.:....__.. L. !a.
<br />AT iA - AT FA 1 : 1 4V-2�t' I
<br />CLASS ✓L =.__ .1_.,
<br />A'" r WHY LOP HMS. • A ' I i D Tf4v-Lai' L""'""". . _ - _: _ R ! 7 4Y-2M _.v= y j R ,_ -__ /
<br />3 _
<br />a 1 91R OiR Y 6 MST JI f I 0 II M n 01 r 4 IX _ -- 1 -fin_. _; . A" °ean " i n _ _ I Ex 5D 6 N _ I rY-tar . _ 1 ._._ s.. Ts w
<br />cuss a —I -- -- ( a _ 6ec FOR nru Gusss' 4- a) cuss Doss '� " €x A 1 L
<br />t MA74 11 I M1OIH tiAA 7-:i } I 1 7. n..- .>E.,...__ .. (Ly /a lgEl
<br />I I - r 'A 6' PANEL LENCEN U ' sp .�.. 1 } v MAX. H 1 j E I r 'r MAIL• OHABTS
<br />--T.. PANEL
<br />N I !. (05NEE ELEVATION N N "" i 6 (SEEM LENGTH ii! i iL_ f» PANEL LENGTHVIO
<br />0 1' MttL 1ON SHUT 12) B I II ..-.,-.---T PMiEC MLEtNOTN R 1 PA$! tfNGD4 6 k t (SEE ELEVATION ,1—, 'L' M11X.
<br />1" Mar, P---'-- 8TI 1 r�
<br />LEN
<br />P I S - I(SEE ELEVATION ON SHEET t2) (SEE ELEVATION ARA II PANEL LENGTH ^
<br />r e t DN sH4EEr izl ii i (s ELerAiroN a I 6 (SEE ELEVATOR
<br />E TO GLASS.
<br />� { ON SHEEP 12 , a �- ON SHEET 12) I R 1 ON SHEET T2
<br />N ( I 11 1 I 1 A I i g_ t' min. I 1 ° 6. s i ON SHEET 121 R j
<br />ARXTION--- i j— j D I N
<br />I 1I ! A I' MA+. j� 1 If TO CLASS. �, 7�)
<br />y2 f I10
<br />._PAMO[wS5. 1 i �.'! A INn. I T----SEP I { /
<br />I Lf4 ! a TO GLASS, I ! I �:J 6—sEPARATON---- I I i D I` min ( ( V
<br />j e 'I i i °� i L12 If ro cuss. I 1 1
<br />Na POII Eae i, EX)
<br />EPO I cR'- i � t ' j------1. i ! ! _. 'q
<br />IGRE7F OR I .: i
<br />.R ..,�j��1 ,y ,r�� g� r ! GLASS;••
<br />IGRET[ FLOCK `L.a j` CONCRETE BLOCH i i 'Ey` j E0. "". - .; 'J i ac �� IEtl, ..' ,i !-' I of '� i EQ,
<br />HIRED.- i tt In aC REOUIRED.
<br />_�
<br />EO. I—T-L,_.! E0. 4 - __a:l�.� t t }2. r s'.e 4• M.a £4 \ ~`O f E�' i a f
<br />At�6,I.D
<br />}. 4. '-"1`""' 1 i t I d - /SDLtsd M om. 'EOWOMM : 7/z. e, T ,4- 4,. EQ. ( , __-_�1.�._....._J EQ.,
<br />I I.J \.:J vuTE t.. t 1 a q �'`'s t ° Lts ,.1 i ° I
<br />����3g t 1 REQUIRED 1 \ t i a �, 2N4 1 2'X4' WOO
<br />O
<br />SECTION R-3A
<br />�1_/4"r IAPCON. 2'x4" ♦ .
<br />P P,WELMiin P U i/4'P PMNELMATE FiU5 I Guy :..5• tf4•r TAPWN *.: , Ora. 3 '-1,.. t 4"A TAPCON { 4 1. "l " _ , i PLATE i , ) PLATE
<br />O REGULAR PANELS ANCHOR taErotNo} O LINEL ] ANC t
<br />TOR O 12 t/2 O.C. k . ANCHOR O 9 O.C. kk ;;
<br />.. ,, t ANCHOR D 9 O.C. k.,. i o 1 ` NOR.O 9 O:C. PLATE t 1 4'r TAPCON REQUIRED ) a i! ) ' REOUIREO 3 '• i {(
<br />", i STAGGERED W/ 97W 11EOUIIED ll 7 a r ' I ANCHOR O 12 7/2` O.C.
<br />STAOGEAEO Yl/ STUD 7 , ) k i i 11 ANCHOR' 4 $' O:C, - W .i.•^, i I ,;. I 1 ♦",P PMIEI.MATE PLUS Y 1/4"P PAJEI.FU7E PLUS
<br />§ 1 AH+1DR o 72 1/2" o.c.
<br />WALL MpUN71NGs # ; = r LTE WodD
<br />SCALE 3/9-1" -PLATE l ' PLATE p( • ¢ ij
<br />SEE SH CETS to ! to FOR ANCkOAS TTPE t SPACING FOR
<br />REWIRED 1 - AEOI4RED `". ,. I S I t ( P n i .4 ! t I j ' /�
<br />SS 777 [[ v,
<br />ARE NO! FOR Ea LESS THAN
<br />ON
<br />aIOX.t1ED ON SCRNDIILE REo1n:E ALTERNATIVE R-SAW AL1ERt,LATiVE R-3BW
<br />Cu
<br />MULIPLYIIC FACTORS.
<br />GROW ON PERANION TO THE /y.AO
<br />REDUCED
<br />FAcmRt FOR D U DPEACI N SHALL
<br />BE PosslaLE. ALTERNATIVE R-MAW ALTERNATIy R--1 OW MTERNATM R ALTERNATIVE R PAMI O REGULAR' PANELS. 9 LIFE SAFETY. PANEL W
<br />LESS THAN MINIMUM
<br />O6MNm uwic FACTOR I Nor 6E O REGULAR PANELS O LIFE SAFETY PANEL O REGULAR PANELS O LFE SAFETY PANELTYPE ON
<br />LESS 71NN IS SO" SPACING INDOl,7FD FOR F.fi'N ANCOR LLtlai{HRN,iNpA N
<br />A TI(4lAy� WING/8-1" S - HPNHFNNP, J.U.L IIOttNi�NGS SCALE3 L1i CEN 11�y LLI
<br />3/8-
<br />Now Mc rAFD1N � y��'�jCEN,� „�9% scuE 3/8-1 ��� A Tt(1/T"kyy SrAIE 3/d-I WALL MOUNTINGS �P ' P. Tf� �
<br />WoReL AN2cR 2wowc OL) } 3 `S FLORNDA BUILDING CODE Non High VelocityHurricane Zone } -CENT .. '`•?' FLORIDA BUILDING CODE (Non High VelocityHUFFicone Zonal a' O 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
<br />+rW,wtFo42 A. G,,) 3 3 ' * s m2mD TILTECQ INC. 24 GAGE GALVANIZED STEEL. STORM PANEL Ps' ILo2a ie'it ' INC, Fs' '1r * n afm011CTtt9., NC r.P. Q
<br />- 3 ^_ 24 GAGE GALVANIZED STEEL STORM PANEL oLvn
<br />Ptn9xneaN ca,eAHe OmY O"). 3 p ./z 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN E -.�, I. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. -S. "a STATE OF `D; _ -,
<br />N1mWA � �+T� rACIOR - , 44T 67 � z 24 GAGE GALVANIZED STEEL STORK PANEL ORION �,
<br />9 ,•• STATE C PRESSURE RATINGS (P:a:f} AND PANEL LENGTHS AS g'k } * * °_. w/X7/gas° I "P •. r• $ a7/r/2wD = z
<br />GrA-• FLORIDP IL E C O Luc. GLOBAL PROTECTION PRODUCTS, LTC. Dam
<br />I .� = 1 ECOtwe, -ORAL PROTECTION PRODUCTS. LLCM ,, DEs(GN PREssuR RAnNcs (p.6,r) AND PANEL 'y& F(OR GLOBAL PROTECTION PRODUCTS, TIC.
<br />,. IBOa sw. s 91TAEf _ . PER ELEVATION ON SHEET 12. ON: woo•.E� "- S7A .`. L IaaD s.W: sr stFlal
<br />a1a 9 •...• TNLIT • 721o1NIRR111a CWVANY 2 FOR NEW WOOD FRAME CONSTRUCTION: D y y .. 44:�, LENGTHS AS PER ELEVATION ON SHEET 12. +�,�r •......-. N.. _ I�C �i IKa. 4mTa s.W.:aT maxi a�
<br />21 , % ,? timer - nAVN, n-3"'14 • fa ".. NB(:. 10 .' 'N.F"•+•�� A.w. aA Tt ,Nr °LIE, n. 33314 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD F4F SIONALti * ANY rf. R z
<br />lQ LE 4NP taw N. tw. rm now4nALIa 20-175 MEMBER570 BE SDi1THIETtM PFNENo 2, W/SPECIFIC. 'y AL`. (iR..: �. °"PV'i6•_ . 20-175 A N.. / L•+`2f7 NI: r+r.•.3a: wN4,N� ni°kr °A =1a .
<br />y- Aso taa -AAA NA aaLH / A,w = iNA a,-,tPa . M , f30R 4n.-Ist PHw1#1 (os4N.9•.7sa5, FAA: 495LMea-a717 ,.,,,,.- w,.e." 'a `m1,XM.. m. , nenl an tM, PrroH¢. (W)GIMI-75a. FAA. (M)SO-MY MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC rUluuHHNN j R,a, imj nwxm . re '�i..lul PHa4e ry54kM-764a: FNi: (NRf •.em 20-175
<br />--- .- AIM NH ...rn �w.a... DENSITY OF 0,55 OR :EQUAL. -.-� _ .-,.4a rRw.,.a-.a
<br />! I/2• 1�P.£ SFAL/SxMAUIIE/DALE - lalIF11Jr PL + TL I�TE -- 1ER A .Y.: P:E. :.ka tr., . P.E. SFAI/SIOUSWB✓aF•TE OMtA1D67tE. as »•att Y Fi:TEA A Ht a,. ,w MW�aa ,M. A, PLMw.. ..WINE PARKING N: Na: RS' All lr FYalraW ,as a". Nwla rt ixAIPX3 the MML7ER A. r PE.
<br />. /Q� erCaoeJxe DENSITY OF D.55 OR €DUAL An. -:«R
<br />'an I. M II $NMI , iN W 15 OF U1 7
<br />amw-:.Nr.Wr 9NAIPRG NP:
<br />, /1Ir41 a or I/ J
<br />d
<br />SHEET NO.
<br />SH 1.4
<br />n
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