|
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<br />SCALE Ile- I' SCALE 1/4"-T• y.l`'•-�tOF(lD�'.••"k+a 4'+402oIMTEN.IHD 24 CAGE GALVANOtO STEEL STORM PANEL OR"t'I6a
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<br />MAXIMUM AS.D. DESIGN PRESSURE 99ING (p.m.f.) AND r.QRRESP0Njj1N!2 MAXIMUM ANCIJQR SPACING
<br />SCHEDULE FOR REGULAR 99Rm PANEL I IMArLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL tOINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. &S.0.
<br />DESIGN
<br />PRETINGE
<br />(P.w-f,)
<br />MAXIMUM ANCHORS SPACING FOR E.O, - AS SHOWN ON SHEETS 6 h 7
<br />-
<br />APPLICABLE
<br />TERTO
<br />CL& ANY NIVION
<br />OF iHEM
<br />mAXRAw
<br />PANEL.
<br />LENGTH
<br />00
<br />TAPCON
<br />- LAD SCREW
<br />PANELMATE
<br />FEMALE 0
<br />PANELMATE
<br />PLUS
<br />WOOD BUSHING
<br />Is-
<br />13"
<br />13'
<br />tY
<br />".
<br />W m
<br />Is.
<br />13'
<br />1Y
<br />13,
<br />i'S'
<br />iw (BOTTOM)
<br />6 i 2'
<br />/
<br />8 i 4"
<br />j
<br />6 2
<br />!
<br />8 1 %2
<br />t °
<br />6 3
<br />/.
<br />l�
<br />-
<br />6 1/4'
<br />12 1f2'
<br />6 Ij4`
<br />2W (Bait.-)
<br />s'-w
<br />H`
<br />e"
<br />B•
<br />6•1.
<br />(TOP)
<br />LESS
<br />-
<br />_
<br />-
<br />-
<br />3W mrTOM
<br />7J`
<br />93"
<br />3
<br />3
<br />DP
<br />(T )
<br />+45. -45
<br />OR
<br />LESS
<br />1 3
<br />T '
<br />3
<br />--`1 .
<br />3
<br />73'
<br />1 3'°
<br />W (BOTTaAI)
<br />13"
<br />1 '
<br />3
<br />f3'
<br />13•
<br />@Tz
<br />f.
<br />w [GOP)
<br />13'
<br />13`
<br />13,
<br />13.
<br />6-
<br />Iw (BOTTOM)
<br />6 1/2'
<br />6 Ile
<br />6 1/2-
<br />6 1/2-
<br />6 1/2"
<br />Z# (TOP)
<br />s f 4'
<br />f
<br />12 1 2'
<br />/
<br />6 1 4'
<br />j
<br />[ BUR.• )
<br />>W-O"
<br />4 1/2
<br />4'1
<br />5 1/2'
<br />1 5 1/2"
<br />1
<br />3W (TOP)
<br />I,4.,_4.
<br />4 I fY
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<br />71
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<br />s 3
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<br />t3`
<br />B 1 2°
<br />!
<br />4W BaTlt)M
<br />[ )
<br />+ SEE TABLE /1 FOR MAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX, A.S.O.
<br />DESIGN
<br />PRESSURE
<br />MAIM ANCHORS SPACING FOR . AS SHOWN ON SHEETS $ # 7
<br />-
<br />APPLICABLE
<br />To
<br />ALTEAN4
<br />� Bc ANf
<br />O TK41
<br />F THEM
<br />A04M
<br />LENGTH(POLL)
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<br />TAPI N
<br />LAG SCREW
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<br />PANELMATE
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<br />137
<br />13,
<br />t3`
<br />13,
<br />13'
<br />iW (TOP)
<br />Is-
<br />I
<br />13`
<br />IT
<br />6'
<br />1W (BoTEOM)
<br />5 i -'
<br />f2
<br />7
<br />6 2'
<br />!
<br />6 i '
<br />/2
<br />6 1 "
<br />/2
<br />6 7 2'
<br />!
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<br />BDTf,•
<br />S`-0'
<br />7'
<br />7 1 I 2
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<br />-
<br />B'
<br />(TPt')
<br />IiSS
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<br />_
<br />- 13'�
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<br />445 -46
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<br />+7d -75
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<br />1 '
<br />3
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<br />J
<br />4 W ttGtiOAP
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<br />1Y
<br />11'
<br />73'
<br />13'
<br />to'
<br />tW OP
<br />P -
<br />Ir
<br />13'
<br />Is-7S
<br />6 %4'
<br />1 W (BOTTOM)
<br />6 T/Y
<br />a 1/2"
<br />6 1/2-
<br />a 1/2"
<br />6 1/2'
<br />Pw (TOP)
<br />6 T ! 4"
<br />12, 2•
<br />/
<br />BT,• -
<br />/
<br />2w (son'
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<br />a ,�&"
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<br />5"
<br />5 1/25
<br />@'I8'
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<br />4 15"
<br />13`
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<br />R3•
<br />73"
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<br />4 SEE TABLE /1 FOR MA)(.AS,O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS
<br />USED, COMESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 -
<br />Tlyf
<br />/i e
<br />A.S.A. DESIGN LOAD
<br />MAXi� PANEL
<br />GTH
<br />40 PSF OR LESS
<br />6'-13" -
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />W-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE ID OR PANEL (BATE PLUS
<br />ANCHORS & W/ 9 IE4i4MfQp 1/2" D.C,
<br />IN T LLABON DI;;Q.TAILS E R 1FE SAFETY PANEL
<br />INTO POURED CONCRETE OR !QONCRETE BLOQK STRUCTURES
<br />t 4'i TNSCON POURED f a's iAPCdYiD{O POURED
<br />ANCHOR O 9 D.C. 2111
<br />T ITE %Cx ANCHOR O B D.C. CONOREIIE BLOCK
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<br />ON SHEET 12)
<br />SEPARATIO
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<br />I
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<br />_ i .._--j
<br />1/4.0 PAMELMATE P,UA ,., 15
<br />ANCHOR O 12 1/2 O.C.
<br />SEE t9EETS is # Is FOR NeNORa TYPE k VACSNo FOR
<br />INSTALLATIONS DITO WOOD PRME BUBOAWOi,
<br />ww"" ARCHON SPAL'INW5 AND. MRIAAA EDGE DISANCE
<br />ARE MOICATED aN THIS SCHRIX}LE. TOR L0. LESS THAN
<br />MM.MCATEO GN SCHEDULE REDUCE ANCHOR SPACING BY
<br />MULTIPLYING ING SPACNO SHOWN ON SCE.DUIE BY THE
<br />FOLLOWING FACTORS. FOR THIS CREMATION 10 HE POSSIBM
<br />REDUCED SPACING 1x3GINED USING FACTOR SHALL 47 BE
<br />LESS THAN 1WHAAIM SPOICIND IDIATEO FOR EACH ANCHOR
<br />TME ONSCHODULL
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<br />1,4 PANUANTE
<br />AMC
<br />(BEYOND)
<br />SCALE 318-1-
<br />WALL MO NIIHM
<br />17 FLAK.
<br />6' PANEL- LENGTH
<br />SEE ELEVATION
<br />,_..._.6 ON SKEET 12)
<br />1
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<br />1
<br />6•
<br />4:
<br />EO rCl}:
<br />mcpMo i i
<br />--.---L-,— 4
<br />MAXIMUM A.S.O. DE21raN IN, La,&f.) AND C09992MMING MAXIM0 ANCHOR SMIN11 SCHEDULE
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.S.O,
<br />PRESSURE
<br />((P:w.f,)
<br />MAXIMUM
<br />ANCHORS
<br />OPAL 4C
<br />FOR
<br />WIN CO.
<br />PER ,SCHEDULE
<br />BELOW
<br />-
<br />- -
<br />APPLICABLE
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<br />k fW
<br />AN%IFAlMM
<br />LENGSN
<br />(m)
<br />AS.D,
<br />MAXTO
<br />PRESSURE
<br />(P)
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<br />ANCHORS
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<br />Mel EO,
<br />PER SCHEDULE
<br />BELOW
<br />APPLICABLE
<br />-To SECTIONS
<br />OF T!&M:.
<br />MAXIMUM
<br />PANEL
<br />dEHGItI
<br />(it)
<br />TMICON
<br />SOLID-
<br />FaIIALEIGN
<br />11
<br />PAAELWrE
<br />ZAA44C-NVLN
<br />OALX-IN
<br />TAPCON
<br />SOLD
<br />-SEE
<br />PANEEAMAII�PELMATE
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<br />CAUK-IN
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<br />-45-
<br />I
<br />13"
<br />13'
<br />13"
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<br />13*
<br />1Y
<br />73"
<br />13"
<br />iY
<br />tY
<br />1 ('TOP)
<br />W-6•
<br />OR
<br />LESS
<br />d- &"a5
<br />+65, -85
<br />/3'
<br />13"
<br />13`
<br />9Y'
<br />11"
<br />1Y
<br />TY
<br />13"
<br />13'
<br />13'
<br />13
<br />11 "'
<br />t'(9'�)
<br />5'-s'
<br />OR
<br />LEss
<br />73•
<br />13'
<br />1J'
<br />73"
<br />13'
<br />13•
<br />f3'
<br />T3'
<br />13'
<br />13'
<br />13'
<br />!3'
<br />7 (BOTTOM)
<br />13`
<br />lY
<br />73"-
<br />t3°
<br />13"
<br />,3`
<br />13'
<br />IY
<br />t3'
<br />TY
<br />13'
<br />11 t/2
<br />9 (BOT[OM)
<br />13'
<br />Is-
<br />t3"
<br />tY
<br />IS-
<br />Is-
<br />1Y
<br />i3'
<br />T3^
<br />13`
<br />13"
<br />jr
<br />2 (P
<br />13'
<br />13'
<br />T3•
<br />13'
<br />IY
<br />13'..
<br />13,
<br />I3-
<br />13"
<br />1Y
<br />IT
<br />11 1J2
<br />TVZFi)
<br />/3'
<br />1Y
<br />i3'
<br />1Y
<br />13'
<br />1 3'
<br />13'
<br />i "
<br />1
<br />13"
<br />lY
<br />/Y
<br />73'
<br />2 (BOsiOAI}
<br />is-
<br />1 '
<br />3
<br />_
<br />1 Y
<br />IY
<br />1Y
<br />1l ` -
<br />J
<br />13'
<br />1 '
<br />3
<br />73'
<br />tY
<br />13
<br />11 t 2
<br />/
<br />T (BOTTOM)
<br />13`
<br />tY
<br />13`
<br />t3`
<br />13"
<br />13"
<br />15
<br />73'
<br />13"
<br />13"
<br />13'
<br />13`
<br />3 (TIP)
<br />1S'
<br />IS'
<br />_13"
<br />t3'
<br />13'
<br />IJ'
<br />t3"
<br />71'
<br />tY
<br />t3'
<br />lY
<br />tl t/2
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2"
<br />12 Ile
<br />6 1/4'
<br />6 1/4'
<br />,2 1
<br />12 1/2
<br />-
<br />-
<br />6 Ile
<br />t 5 Ile
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 Ij2
<br />2 i/2
<br />a Ij4'
<br />6 ., ,
<br />12 t
<br />- i/4
<br />-
<br />I -
<br />6 i/4'
<br />6 .1 ..
<br />3 (BORON).
<br />8'
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<br />6'
<br />7 1/2`
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<br />5 1/2'
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<br />H-
<br />6'
<br />6 1/2'
<br />W
<br />7 I/2'
<br />Ir
<br />67
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<br />- s'
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<br />6"
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<br />_
<br />9'
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<br />6'
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<br />B•
<br />-
<br />4 {BORON)
<br />8'
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<br />8'..
<br />-
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<br />@°
<br />-
<br />8'
<br />- ...
<br />6.
<br />_
<br />4 (BDT10M).
<br />13'
<br />_
<br />13'
<br />13
<br />11
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<br />3
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<br />7 `_
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<br />IY
<br />13
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<br />1 ' -
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<br />13"
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<br />13"
<br />15
<br />13"
<br />13"
<br />73'
<br />13
<br />11 1 2
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<br />6 1!#°
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<br />8 1/4`
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<br />IO 1/2.
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<br />7•
<br />13-
<br />7'
<br />7 112
<br />5 1/2
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<br />9 1/2•
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<br />:9'-6'
<br />t3'
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<br />3Y
<br />1S'
<br />tY
<br />9 1/2
<br />13'
<br />R t/2
<br />10 1/2.
<br />7 t/2
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<br />6"
<br />t (BOTTOM)
<br />13'
<br />7 ifY
<br />la-
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<br />,3'
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<br />13'
<br />t0"
<br />11"
<br />1 NS`
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<br />1 5"
<br />1s•
<br />1D 112.
<br />I
<br />7-
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<br />7"
<br />7 1/2
<br />5 1/2
<br />13'
<br />4 112'
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<br />6"
<br />IT
<br />IT
<br />,Y
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<br />9 1/2-
<br />6 11r
<br />13"
<br />5 1/2'
<br />2 (TOP)
<br />13"
<br />7'
<br />1Y
<br />13'
<br />TY
<br />9 1/2
<br />13'
<br />4 t/2:
<br />10 1/2
<br />7 1/2
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<br />13"
<br />7 Ij2`
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<br />6 t/2`
<br />2 (BOTTOM).
<br />13"
<br />7'
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<br />13'
<br />IY
<br />9 1/2
<br />13'
<br />9 1/1
<br />10 112
<br />7 1/2
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<br />8 1/2`
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<br />72 1/2
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<br />6 1/4
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<br />12 1/2
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<br />-
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<br />5 1/4'
<br />3 (SOTTON)
<br />7.
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<br />6..
<br />5 1l2-
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<br />3 1/2"
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<br />4 1/2".
<br />3'
<br />6 1/2''.
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<br />4 (TOP)
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<br />6.
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<br />5 Ij2"
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<br />7 1.j2'...
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<br />4 (BOIIYOM..
<br />6`
<br />-
<br />Els
<br />-•
<br />5'
<br />-
<br />6"..
<br />-
<br />a 1!2'
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<br />-
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<br />7"
<br />1Y
<br />lY
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<br />0 1!2^
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<br />T 1f2'to
<br />1f2.
<br />7 Y/Y
<br />731
<br />8"
<br />6 (R)R)
<br />i3^
<br />a tf2'
<br />93•
<br />93`^
<br />13"
<br />to'
<br />IT
<br />40'
<br />1Y
<br />8'
<br />-_is-
<br />13'
<br />6 Ij2"
<br />6 (TOP)
<br />13"
<br />7'
<br />1J"
<br />13"
<br />13,
<br />9 f/2'
<br />,3'
<br />4 if2°
<br />0 IJ2.
<br />7 1/Y
<br />TY-
<br />6 1/2"
<br />a (BOTTOM)
<br />7J"
<br />6 !/2"
<br />/1'
<br />13"
<br />13'
<br />18`
<br />4Y
<br />,0`
<br />11'
<br />H`
<br />"I3"
<br />6 I%2"
<br />5 {gOTYOM)
<br />13'
<br />( 51
<br />IY
<br />IG 1/2
<br />t}'
<br />T
<br />lY
<br />7•
<br />7 1/2`
<br />5 Ill"
<br />IT
<br />4 1/7,
<br />0,
<br />13'
<br />8'
<br />T3'
<br />13
<br />13"
<br />5 I/
<br />13'
<br />d t/Y
<br />9 i/--
<br />s Ile
<br />Is-
<br />d IJY
<br />6 (GOP)
<br />-
<br />s 1/4'
<br />8 Ile
<br />6 L/4`
<br />6 1/4"
<br />-
<br />-
<br />-
<br />8 )J4'-:B
<br />1/4'
<br />6 CBOT!!')
<br />-
<br />6 iji'
<br />8 1J4`
<br />B i/4'
<br />6 7f4'
<br />-
<br />-
<br />-
<br />-
<br />6 Ij4'
<br />6 1 4'
<br />6 (SOTt!"
<br />SEE SHEET 1! FOR ANGAORS"k SPACING TOR INSTAL!"Com Rn0 WOOD FAME BUILMOS.
<br />k MINIMUM NIMUM ANCHOR SPACINGS AND MNMUM ECM OKPANCE ME INIXG,9EC off TNMS SCHEDULE FOR E O,
<br />LESS THAN #001E0 off SCHBOMLE REDUCE ANCHOR SPACING BY "IftYWA SPACCNO SHOWN ON
<br />SCHEOB:E BY THE MLOWINd FACTORS,. TOR iNIS OPERATION TO BE Pp3a®SE. REDUCED SPAOWO
<br />OBTAINED Usm fAOFOR S`N4 NOT a LESS NAN MNNIIM SPACING mom FOR BCH ANCHOR TYPE
<br />QM THIS www-L
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<br />t/4'•
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<br />3
<br />3
<br />3
<br />1
<br />2 in•
<br />2 1n
<br />MINIMUM EDGE W3
<br />3 ,/2`
<br />x
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<br />3 1n'
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<br />3 tn'
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<br />3.
<br />1B4
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<br />_ _:
<br />7 tft'. , ._-
<br />- _
<br />1,00
<br />� } nP
<br />-' -
<br />1.00
<br />1&0
<br />OWY VALID WHEN S R ®IS USED. SEE T�t}LE {1 FUR MAX. A.S.D..
<br />-DESIGN
<br />DESIGN LOADS & MAX. PANU LENGTHS WHEN SPACER r 4S USED-
<br />1=
<br />&I A
<br />_
<br />ALSO, DES10N LOAD
<br />-.
<br />MNG MIUM PANEL
<br />LENGTH -
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<br />6'-6-....
<br />> 40 PSF TO 50 PSF.
<br />W-2"
<br />> 50 PSF TO 60 PSF
<br />5'-10".
<br />A MAX. PANEL LENIGTHS ARE O Y VALID FOR 4NSTALIATIOHS
<br />W/ SOLID SET ANCHORS & W/SPACER AT 12 1/2- O.C.
<br />_< ,._...ANCHDRS (SEE SECTIONS # ALT'ERTOWES ON SHEETS 13, 14. 15 &I6)--------...,_._--_...- --,.__ _._.-.....
<br />3' MAX R-IA/43, R-2A/13, R-3A/14, R-1B/T3, R-20/13. R-3B/141 3 MAX.
<br />D.M- 2()r -' - R-IAW/15r R-2AW/15, R-3AW/i6. R-1RW/1S. R-2BW/15. R-3BW/10. r---
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<br />/'•� I (USE FOR PANEL LENGTH {MAX.
<br />ITT � OV ER V-5') � °( PANEL LENGTH
<br />') iREGUTAR STSTORM% PANEL REGULAR STORM PANEL H'-11' O +40.0, -40.0 p,w,f.
<br />{ ,� MID P.
<br />(W OJERIAP PANEL LE7NGRi BOLT)
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<br />' ; UFE SAFETY STORM PANEL - ` 71-61 a +50,0, -a4D Pa.f,
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<br />1 L.I� WERLAF P I (Wj0 MN) PANEL lFNCi±i 60Lij
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<br />- � "`A%i i - MOUNTINGS
<br />S,S, BOLTS W�i .
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<br />I r"' i -�"'.*�`"
<br />�::.
<br />'i T
<br />A ER OVER64P" �
<br />I
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<br />__- _ ; -_ _,_ _ __ ._� . _ —_ --- __
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<br />1 } - 2 NOTC!'kS A STTI°U _
<br />LOCATION' O LIFE SAFLiV"" I
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<br />D.ILII. WJ L. I^ e I 1.. ... PANEL BOTTOM CORNERS i. i I I l - ... .... .. 1 - I
<br />i�
<br />at ) WING NUT AT __ EM,RIQR NANO NUT AT
<br />y ma LEFT PANEL _-.�RIGiT PANEL 3 NIL. t INSTALUTKM ONLY VA3D FOR WIND
<br />j I' MIN, R TA/13,. R-2A/13, R-3A/14, R-10/13. R 2B/13. R 3B/14, t MINA SPEED UP 70 170 m-i,a,
<br />R-HAW/15. R-2AW/15. R-3AW/16. R-1BW/16 R 2BW/15 R 30W116.
<br />- --__ ,_---_-_.:__--._........_-._. _-.._ _-ANCHORS (SEE SECTIONS & ALtERNATINES ON SHEETS 13, t4 15 &IS) „-. --.... _.._.-,__-,_ T
<br />-.._._... I/# MAX, GAP
<br />LIFE AFETY jORM PANEL E LEVATION (F) I
<br />STALE 1/4--1` rf
<br />REGULUT 2897 ."'REGULAR t
<br />STORM PANEL (- 045AP t WOE VILLCYJ STORM PANEL 11 I
<br />_11 I� _ - + tI -
<br />MAX.`!cAP� �l r ��I
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<br />.
<br />r - -,-Y_---_-'----_-=-_ _. _- -- ---- = ---------- --- -- -0 --=_ -- -- . ----- - =s
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<br />LIFE PANEL , SF' z FLORIDA BUILDING CODE Non High VelocityHu Icons Zone
<br />�> � -s ' A..z AQp207 tAo f 24 GAGE GALVANIZED STEEL. STORM PANEL 'a
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<br />! _ ,_® .-1 _-, ____-- M_�_A--..-.---. -..__L__ PANEL LENGTH
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<br />t � (SEE ELEVAT'lON B �
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<br />I1 _� 0 i ( ON SHEET 92) - �.� . 1 (IN SNFiT 12)
<br />`SEE ELEVATION _.-_ __�. {5N EtEVA'I2) R }
<br />-a- T_-i�` _ - It --T- --'I -i. '__-..k
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<br />' ' I l S � I x I -' ANCHOR O 9" D.C,
<br />' § f "11 d' WOOD i i i.,-.I -+.'. __ 2"I WOOS I E' , 1 � } t' 1
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<br />ALTERNATNE R-1 Aw AL �(� R-t 9W Aj UJ AT1V R--ZAW Aj,T��T(y R-281N
<br />O REGUL#R_ PANELS �� (� PANEL Q REGULAR PANELS J IF E SAFETY PANEL
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<br />SCALE 3/8-1- a TIi4 SCALE 3/@^,•
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<br />M FLORIDA BUILDING CODE Non High Velocity Nu CC* Zone)
<br />1i5 4t :
<br />s ,. 44I (?T = ° n°'7�°''" 24 GAGE GALVANIZES STEEL STORM PANEL F•r.
<br />i, INSTALLATION ARE ONLY VALID FOR A,S.O, DESIGN = ,A, = OR" iw,
<br />PRESSURE RATINGS (p.J)} AND PANEL LENGTHS AS * * /_._ KC—1 / �a. �RL mM/2mP
<br />PER ELEVATION ON SHEET iZ 5 -p'.- STATE U ' -- - I L E C O 4Ns. ' •0B�• PROTECTION PRODUCTS, LLC, alE:
<br />2. FOR NEW WOOD -FRAME CONSTRUCTION: WOOD ' 9 ' to 9.R. s, STREET
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