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<br />EN D CLQSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
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<br />CONQRETE BLOCK OR WOOD STRUCTURES: VALID FOR REQULAR, LIF
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<br />CERTIFIED PANEL INSTALLATION AT WALLS W1
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<br />CASE E (PLAN) 1_v_,_,7P_ STATE Or ..,Q� Z' 24 GAGE GALVANIZED STEEL STORM PANEL
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<br />MAXIMUM A.S.D. DE51GN PRESSURE RATINQ U.s.f.) AMU CORRE5PONDING MAXIMUM ANCHOR SPACINQ
<br />LAR MRM EANEL,d)INSTALLATIONS IN
<br />, -10 WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL OINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. "D.
<br />MAXIMUM ANCHORS SPACING FOR F D. - AS SHOWN ON SHEEFS 6 At 7
<br />APPLI
<br />MAXIMUM
<br />DESIGN
<br />D
<br />ALTE rNATNM
<br />PANEL
<br />TAPCON
<br />LAG SCRIEW
<br />PANEuAATE
<br />PANEUMATE
<br />-
<br />wow BUSHING
<br />P RESSORE
<br />RATING
<br />ANY
<br />&,NAT"
<br />_;�' "
<br />(P-0.)
<br />FEMALE 0
<br />PLUS
<br />OF THEM
<br />tit.)
<br />13,
<br />13"
<br />13'
<br />137
<br />1.1,
<br />1w (TOP)
<br />_,__T3-:_Ar
<br />_,_,___13:__,A3�__
<br />1�5`
<br />AAA (BOTTOM)
<br />6 1/2-
<br />.---.
<br />IS 1/2,
<br />—
<br />6 1/2-
<br />-.--
<br />a 1/2-
<br />____
<br />6 112,
<br />-
<br />2w (w)
<br />� -
<br />-
<br />---
<br />--- ---
<br />a ,iiT----,2-T1i�-,
<br />6 3/4--
<br />7w tam-
<br />L
<br />5,-o
<br />, _ �
<br />___ -
<br />-
<br />____ w
<br />__ __
<br />____ - , - " _
<br />____1-- - -
<br />�- I"
<br />__
<br />3w (w)
<br />LESS
<br />- ____
<br />____
<br />__ -
<br />__
<br />3w (BOTTOM)
<br />-
<br />__ -
<br />-,---
<br />---K---
<br />13,
<br />_____!!L.
<br />13'
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<br />13,
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<br />13* .
<br />I�F
<br />[_-1,
<br />TW-F--)-
<br />.4o, -45
<br />____ __
<br />13-
<br />—
<br />13-
<br />__ _..
<br />13*
<br />___
<br />13,
<br />."
<br />.
<br />OR
<br />ass
<br />IS.
<br />1
<br />Is.
<br />13:—
<br />13,
<br />a 1/2.
<br />1w Crop)
<br />----.
<br />3
<br />____7__
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<br />____L
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<br />___L:__
<br />5 1"2.
<br />___!�!___
<br />---i
<br />6 1/2'
<br />—
<br />6 1/2'
<br />__-Lo�_
<br />1/2-
<br />______f__
<br />6 1/2'
<br />PAR (TOP)
<br />__ � —,
<br />-
<br />- __
<br />-
<br />. .... . ___
<br />8 Ile
<br />-6
<br />____---�—w--vwT---7FI
<br />12 1/2'
<br />-!�:O"
<br />______._________
<br />4 1/2- -
<br />- e __.-
<br />__5 I/2-____
<br />___
<br />___ 8 1/2- -
<br />-
<br />14 -e
<br />.-
<br />1/2-1
<br />::__1:7______
<br />MUFA )
<br />it M
<br />__:!_
<br />112:
<br />___1_L/?L__ .
<br />YK
<br />...... ... _�,_____1:__
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<br />12-
<br />�:__
<br />_ -
<br />I" ! (Top)
<br />IT.
<br />f! E
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<br />_____!_ __
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<br />___
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<br />___
<br />I_�_ SEE TABLE #I FOR MAX XS.D. DESIGN LOAM & MAX. PANEL LENGTHS WEN SPACER A IS-]
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1
<br />I -1-1-11 .1
<br />MAX. A.S.0,
<br />I I I _ I.,
<br />MAXIMUM ANCHORS SPACING FOR F D� - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />MAXIMUM
<br />DESIGN
<br />1.
<br />PANEL
<br />- TAPCON
<br />LAG SCREW
<br />I
<br />PANELNIATE
<br />PANELMATE
<br />__1 -
<br />WOOD BUSHING
<br />I
<br />PRES"
<br />RATING
<br />ALTERAMITUVE1
<br /># �
<br />LENGTH
<br />.1
<br />(p.a.l.)
<br />7r__
<br />FEMALE 10
<br />PI'Us
<br />CONAISNAIM
<br />OF THEM
<br />((A.)
<br />kTI
<br />-,-
<br />33,----
<br />AS,
<br />13"
<br />13,
<br />ITIA (Top)
<br />13*
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<br />6�___
<br />___ _13�_
<br />__8F_
<br />Tw_(91�6MY
<br />v "I.
<br />/�
<br />6 112,
<br />6 1/2,
<br />6 ,12-.
<br />6 1/2-
<br />w
<br />___
<br />- _
<br />- __
<br />-
<br />-
<br />___ _ ____
<br />__
<br />6 t /4-
<br />__ ______
<br />12 1/v
<br />� ----- -
<br />-
<br />5 I/e
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<br />LESS
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<br />____ - - ___ -
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<br />-
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<br />A ".
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<br />-1
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<br />TAY, (TOP)
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<br />-
<br />13,
<br />___
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<br />- - _
<br />-
<br />__
<br />_____
<br />AS 1 4
<br />_771
<br />----.----
<br />12 1/2*
<br /> � - ___
<br />6 Ile
<br />__
<br />2w (SOTI11) ..
<br />>5 -0-
<br />TO
<br />---,! 1/2-
<br />-j�---
<br />5;--.--
<br />---I---'l
<br />jF'_
<br />--I--
<br />7 1/2'
<br />1----'-----
<br />-
<br />---'--
<br />;Aw (TOP)
<br />7,-S,
<br />1��L
<br />-
<br />3W (MOTION)
<br />----;-
<br />;,Z---
<br />_12, - - -
<br />__IA:____��L_
<br />lz�
<br />_ ---'-
<br />5 1/2'
<br />
<br />4W (109)
<br />—
<br />________
<br />AS,
<br />__-12'--.-
<br />ly
<br />_--li,
<br />13' -"----,-----T&�---147i-.---C�M-),
<br />- 13-
<br />j
<br />SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX PMEJL L04MS WHEN SPACER 0 IS
<br />I * USED, CORR65PMDING ONLY TO ALTERNATE 2W ON SHEEI 6
<br />- __ - I
<br />TABLE
<br />#11 6
<br />A.S.D. DEM LOAD
<br />MAXVA PANEL
<br />LENGTH
<br />-.--
<br />40 PSF OR LESS
<br />6,-8"
<br />> 40 PSF TO 50 PISF
<br />" -2,
<br />> 50 PSF TO 60 PSF
<br />,1-10.
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE UMALE Q OR PANEL MATE PLUS
<br />ANCHORS & W/ (9 SfPmHt�A,Q. 1/1' 01C,
<br />MAXIMUM &S.P. DESI - - �� AMNQ (12.1.0 AND CORRE KING MAXIMUM ANQH I
<br />EQ8 REQU 4 PANEL INSIALLATIONS INIQ WHOM it CONCREIE
<br />(VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECT14DNS I THRU 6. ON SHEETS 4 & 5)
<br />NAX, A.S,D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P-0
<br />MAXIMW ANCHORS SPACING FOR MIN r-D PER SCHEDULE BELOW ;
<br />APPLICABLE
<br />To Oats
<br />6: Ln,
<br />Mk*LW
<br />PANEL
<br />LE!"GAN
<br />L
<br />( fQ
<br />Alm A-5D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.J.)
<br />MAX11" ANCHORS SPACING FOR MIN ILD, PER SCHEDULE BELOW *
<br />—
<br />APPLICABLE
<br />AD SECTIONS
<br /># ,
<br />a ANY
<br />CoAdwiA.ON
<br />OF IT"
<br />MAXIMUM
<br />PANEL
<br />UDNG`H
<br />Ir
<br />(At)
<br />rApmN I
<br />wuo-sEr
<br />PANELMATE
<br />FEMALE AD
<br />I FANEINATE
<br />PIL 113
<br />ZAMAC-MMUN
<br />C^X-IN
<br />ASIPCON
<br />SOLD -SET
<br />"
<br />:
<br />FEMALE to
<br />PANELMATIE
<br />PLUS
<br />ZAMAC-NAJUN
<br />CALK-thl
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<br />—To
<br />- -
<br />16
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<br />comBm7m
<br />OF THEM
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<br />TO
<br />'aNam
<br />10
<br />. -
<br />TO
<br />WOO"
<br />-
<br />To
<br />11""'S
<br />10
<br />040ACRETE
<br />-
<br />To
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<br />IV I, 3�
<br />13*
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<br />3:
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<br />____
<br />61-6"
<br />OR
<br />LESS
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<br />A,
<br />13'
<br />1 13'
<br />3 .
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<br />tr
<br />I ir
<br />Tr
<br />13"
<br />13,
<br />13*
<br />11'
<br />III 1/2'
<br />I (top)
<br />SI-Er
<br />OR
<br />LESS
<br />___ _
<br />,1� ,3.
<br />— _-L
<br />I 3'
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<br />,� � o;-----.------=-----.---
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<br />42 1/2'12
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<br />12 1/�'��,,12 1/2
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<br />MAXIMIUM ANCHIM SPACING FOR MIN EO. PER SCHEDULE BELOW *
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<br />FLORIDA BUILDING CODE (Non High Velocity Hu,rlcono Zone
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