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<br />CASE A (PLAN) CASE 8 (PLAN) CASE C (PLAN)
<br />SCALE 1/4'-1' Se" 1/4',.1• SCALE 1/4•-1-
<br />r • r 4 Aar 3105 N-14 PH
<br />4110-ri Nior COT. M.W.
<br />A101E MATH 10 r 1 3/0
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<br />SASE D (PLAN)
<br />SCALE 1/4`-Y
<br />SOUP-mr ON CA K- 4
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<br />VARIES
<br />� .•.�VKAR RGTIWMIJ RNMYL`ro
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<br />---- -----
<br />_J G """•N CASE G (PLAN)
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<br />f CERTIFTEO PANEL INSTA3AT10N AT WALLS W/
<br />No. 44167 SURFACE LEVEL VARAINDINS WITHIN/ 3/4-
<br />* FLORIDA BUILDING CODE Mon ifgh Voliscity Hurricane
<br />CASE F (PLAN) 8°°i0 W1W0 P° 24 GAGE GALVANIZED STEEL STORM PANEL F,
<br />SCALE 1/4•.T• k: • f(ORIOP_. a� wLN
<br />MAXIMUM A e n DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />sCHEDUl E FOR REGULAR c7 RM PANEL (1) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL NISTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 k 7)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAX66M ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 k 7
<br />APPLICABLE
<br />TO
<br />OF THEM
<br />PANT i
<br />�1
<br />W)
<br />TAPWN
<br />LAC SCREW
<br />PA/EEIMTE
<br />FE'MALF n
<br />PMELIMIE
<br />PLUS
<br />WOW M1SHM
<br />13'
<br />IT
<br />IT
<br />IT
<br />13•
<br />IN (TOP)
<br />J
<br />3
<br />1
<br />r
<br />IN (BO1TDfO
<br />61/Y
<br />6 1/2•
<br />6 Ilr
<br />6Ilr
<br />61/2'
<br />2w (LOPS
<br />-
<br />-
<br />a Ile
<br />12 1/2'
<br />6 Ile
<br />Bill" -1
<br />V-r
<br />OR
<br />a.
<br />a.
<br />a.
<br />e •
<br />3W (BortoM)
<br />11.
<br />IT
<br />13'
<br />13•
<br />T3•
<br />(TSP)
<br />+a6 -45
<br />�
<br />LESS
<br />7]"
<br />13'
<br />1 3
<br />13
<br />it
<br />IT
<br />IT
<br />IT
<br />131
<br />8 1/2
<br />N OOP)
<br />13•
<br />IT
<br />13•
<br />1 IT_
<br />r
<br />1w (1GT+DM)
<br />6 1/2'
<br />6 1/2•
<br />a I/Y
<br />1 6 1/2•
<br />6 1/2•
<br />(TOP)
<br />-
<br />-
<br />a I e
<br />12 1/2'
<br />6 Ile
<br />MIT.y
<br />I ar-r
<br />4 1/2
<br />A-
<br />6 Ilr
<br />6 1/2-
<br />-
<br />fTo►)
<br />14'-r
<br />♦ 1/2•
<br />4 1/2•
<br />r
<br />7•
<br />-
<br />30 {BOTWLO
<br />9 1/r
<br />12'
<br />,Y
<br />4'
<br />(TOP)
<br />tr
<br />13•
<br />13•
<br />13'
<br />1 a t r
<br />MOTION)
<br />• SU TABLE /1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER " IS I
<br />USED, DDRRESPONDR6G ONLY TO ALTERNATE 21V ON SHEET 8
<br />MAX. A.S.O.
<br />P E�
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 At 7
<br />FOFMM
<br />MAxNRL1
<br />PANG
<br />LENOITI
<br />(N.)
<br />TOWN
<br />LAG SCREW
<br />FEMALE ro
<br />--Ir
<br />PLUS
<br />WOOD 1USHIN6
<br />IT
<br />it
<br />IT
<br />tr
<br />IT
<br />IN
<br />IT
<br />]
<br />IT
<br />IT
<br />91
<br />tw
<br />8 ,/2•
<br />6 ,/2•
<br />6 1/2•
<br />6 1/2'
<br />6 fIr
<br />2w m
<br />-
<br />-
<br />a 1/4•
<br />13 I/Y
<br />6 1/4'
<br />(BOLT.•)
<br />V_w
<br />r
<br />71/2•
<br />Ir
<br />r
<br />-
<br />(TIP)
<br />OR
<br />LESS
<br />7 /T
<br />a•
<br />r
<br />e•
<br />-
<br />3W MOTION)
<br />13'•
<br />•
<br />13,1
<br />lr
<br />•
<br />3
<br />13'
<br />m
<br />+43 -lb
<br />TO
<br />+75. -73
<br />1]•
<br />13'
<br />tY
<br />1 •
<br />J
<br />I `
<br />3
<br />(BOROY)
<br />IT
<br />IT
<br />IT
<br />IT
<br />10•
<br />tw
<br />1T
<br />IT
<br />Ir
<br />IT
<br />6 1/1.
<br />1W WITHIN)
<br />6 1/2-
<br />6 "1.
<br />6 1/2'
<br />6 1/2-
<br />6 1/2•
<br />(TOP)
<br />-a-
<br />4 T/2'
<br />S'
<br />7 1/2'
<br />7 ,/2"
<br />-
<br />(lO►)
<br />7 Y
<br />r
<br />5 1/2•
<br />8•
<br />a'
<br />-
<br />]W (aSFXOIO
<br />13'
<br />12'
<br />13•
<br />ts'
<br />S 1/2'
<br />(TOP)
<br />+r
<br />13•
<br />IT
<br />13'
<br />1 10'
<br />%
<br />• SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER A IS 1
<br />USED, WWSPOND04G ONLY TO ALTERNATE ZLY ON SHEET 6 1
<br />IMLLa
<br />A
<br />ASA CES10N IQUID
<br />.MP04EL
<br />LEM
<br />40 PSF OR LESS
<br />a.-B
<br />> 40 PSF TO 50 PSF
<br />6'-2•
<br />> 50 PSF TO 80 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE nMALE ID OR PANEL MATE PLUS
<br />ANCHORS k W/ SPpiTlttjj 4�, 1/2. O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />/4Y T4-0 TAPCON
<br />A9CDN , -- 4iDSTMVG F. 1/AHCNRIR OC
<br />ANCItOR • 9'rD.C. CONCRETE BLOCK - COMCRCIE BLOCIU
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<br />6 I
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<br />WALL LL4AAAYY��NI69LNANNLNC69FIO3R
<br />SCALE 3/6-1-
<br />INSTALLATIONS INTO WOW POW MOWUL
<br />Momm ANCHOR whoco 6 AND MNNW EDGE DISTACE
<br />AIR 6OrJGm ON THIS SCH LM FOR M LESS THAN
<br />09WAM ON MODULE MOUOE ANCHOR 6PACN6 MY
<br />MLLTPLYINC SPACBW SHOWN ON 'IBM U BY OW
<br />WU41002 FACIM FOR Do DRI AtTON TO I
<br />AmLICED SPACING OBTAINED USN➢ FACTOR WALL Was t
<br />UM TWA LORAN BPALOW PMOAED FOR EACH A 0M
<br />IYR ON VFW SCW11 UE.
<br />MtiMIH.1
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<br />1
<br />3
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<br />3
<br />3
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (RA.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR gEouLAR STORM PANEL• M INsm ALIGNS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 k S)
<br />MAX. AS,O.
<br />PRESSURE
<br />RATING
<br />VAX" ANCHORS SPACING FOR MN ED. PER SCHEDULE BELOW
<br />� 1CeLE
<br />MAXIMUM
<br />LENG,IO
<br />1•
<br />(k.)
<br />MM. ASA.
<br />OLSON
<br />PRRMME
<br />RA711O
<br />(p.t.1,)
<br />MAXIMIM ANCHORS SPACING FOR MN E.D. PER SONEDULE /BAP
<br />APPLICABLEDES"
<br />6
<br />MAONLRA
<br />LE
<br />(kJ
<br />TAP'CON
<br />SOLD -SET
<br />FEMPLE
<br />n
<br />PLUS
<br />2ANAC-/WIJN
<br />CNJT-N
<br />k
<br />mABNA7gN
<br />OF ITEM
<br />TMCON
<br />SOLD -SET
<br />FEMALE
<br />��
<br />L6Ml• NWII
<br />CMJf-IN
<br />Dow"
<br />PRISM
<br />MOM
<br />"'Wom
<br />W
<br />W
<br />W
<br />W
<br />W
<br />Wcokowmam
<br />(3F I"m
<br />.45. -45
<br />OR
<br />LESS
<br />IT
<br />t3'
<br />13'
<br />,3'
<br />13'
<br />lr
<br />,r
<br />lY
<br />,Y
<br />tr
<br />tY
<br />lY
<br />1 (TOP)
<br />a._6.
<br />G
<br />LESS
<br />+ , -45
<br />+so, -as
<br />tY
<br />tY
<br />I1
<br />IT
<br />t]'
<br />,r
<br />tl'
<br />1r
<br />IT
<br />,r
<br />, 1
<br />1 (TOP)
<br />5'-r
<br />OR
<br />LESS
<br />1Y
<br />IT
<br />1T
<br />1r
<br />IT
<br />IT
<br />IT
<br />IT
<br />1T
<br />13•
<br />13•
<br />IT
<br />1 wirm)
<br />it
<br />IT
<br />1T
<br />IT
<br />IT
<br />it
<br />tr
<br />IT
<br />IT
<br />it
<br />,t t/2
<br />I courrow
<br />IT
<br />IT
<br />13,
<br />1T
<br />IT
<br />1r
<br />IT
<br />1r
<br />IT
<br />1T
<br />1T
<br />IT
<br />2 (1001
<br />1r
<br />IT
<br />7Y
<br />1r
<br />IT
<br />1T
<br />r"..
<br />13•
<br />IT
<br />IT
<br />Ir
<br />1T 1/2
<br />2 tTOP)
<br />IT
<br />1T
<br />IT
<br />IT
<br />IT
<br />it
<br />IT
<br />IT
<br />1T
<br />Ir
<br />1T
<br />1Y
<br />2 (BOnoM)
<br />IT
<br />IT
<br />1T
<br />IT
<br />IT
<br />IT
<br />13'
<br />IT
<br />,Y
<br />IT
<br />t 1
<br />2 (/.Ww.T.TIN)
<br />,T
<br />13'
<br />IT
<br />,Y
<br />is"
<br />IT
<br />IT
<br />13'
<br />13•
<br />I!•
<br />13•
<br />IT
<br />cfCP)
<br />Ir
<br />IT
<br />,T
<br />I]•
<br />IT
<br />1T
<br />13•
<br />tT
<br />,T
<br />1r
<br />,t I/2
<br />3 (MAP)
<br />12 1
<br />12 1/2
<br />6 Ile
<br />6 1/4-
<br />12 1/2-12
<br />1/2
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />3 (BWTM)
<br />-
<br />-
<br />i I/T
<br />/2 ,/2
<br />6 ,J4'
<br />6 f/t'
<br />,2 t/
<br />-
<br />-
<br />6 1/4'
<br />6 ,/r
<br />3 (eOROM)
<br />6'
<br />r
<br />a'
<br />r
<br />n•
<br />r
<br />e•
<br />6'
<br />1•
<br />r
<br />a•
<br />7 1/2.
<br />4 (TOP)
<br />r
<br />5 1/2'
<br />V
<br />e•
<br />r
<br />6 I!Y
<br />6•
<br />7 1/Y
<br />e•
<br />r
<br />r
<br />5•
<br />4 (IOP)
<br />e
<br />-
<br />r
<br />-
<br />e'
<br />-
<br />8
<br />-
<br />a•
<br />-
<br />r
<br />-4
<br />(BOTTOM)
<br />a'
<br />IT
<br />-
<br />r
<br />-
<br />8
<br />-
<br />8•
<br />-
<br />e
<br />-
<br />a•
<br />-
<br />4 (BoTWA)
<br />IT
<br />IF-
<br />73•
<br />tr
<br />1J'
<br />Ir-
<br />IT
<br />1r
<br />,T
<br />13•
<br />IT
<br />1T
<br />5 (Top)
<br />IT
<br />IT
<br />IT
<br />IT
<br />1T
<br />IT
<br />IT
<br />IT
<br />1r
<br />IT
<br />11 t/2
<br />(LOP)
<br />IT
<br />IT
<br />IT
<br />,T
<br />IT
<br />IT
<br />1T
<br />IT
<br />IT
<br />IT
<br />IT
<br />tr
<br />3 (80ITOM)
<br />,a•
<br />1r
<br />IT
<br />IT
<br />Ir
<br />13'
<br />IT
<br />IT
<br />1T
<br />IT
<br />IT
<br />17 'Ir
<br />5 (BOtWM)
<br />1T
<br />it
<br />IT
<br />1r
<br />73`
<br />IY
<br />Ir
<br />i3•
<br />I
<br />lr
<br />IT
<br />I iT
<br />6 (TOP)
<br />1T
<br />IT
<br />IT
<br />13•
<br />,r
<br />IT
<br />IT
<br />IT
<br />1T
<br />13•
<br />_
<br />IT
<br />,1 1/2
<br />6 POP)
<br />_
<br />-
<br />6 1/1'
<br />6 Ile
<br />6 Ile
<br />6 1/1•
<br />-
<br />-
<br />-
<br />-
<br />6 1,016
<br />Ile
<br />6 l•)
<br />-
<br />6 1/4
<br />6 i 4•
<br />a 1/4'
<br />6 I/t•
<br />-
<br />-
<br />-
<br />-
<br />6 1/4•
<br />6 1/4-
<br />6 (wrt.••)
<br />IT
<br />5•
<br />1r
<br />10 1/2
<br />1T
<br />r
<br />Is,
<br />7-
<br />7 1/2
<br />5 1/2
<br />IT
<br />4 ,
<br />I (TOP)
<br />aB,-r
<br />to
<br />I+-+'
<br />1T
<br />6•
<br />it
<br />13'
<br />1r
<br />8 ,/2•
<br />TY
<br />a 1/r
<br />• 1/Y
<br />6 ,
<br />IY
<br />s t
<br />1mm
<br />m
<br />9-4•
<br />1T
<br />7"
<br />,T
<br />IT
<br />IT
<br />9 1/2
<br />IT
<br />9 1/2
<br />,0 1/2
<br />7 1/2
<br />IT
<br />r
<br />i (a0Ti0M)
<br />Ir
<br />7 ,/r
<br />IT
<br />Ir
<br />1T
<br />10`
<br />,T
<br />10•
<br />,I'
<br />r
<br />1T
<br />6 1/2"
<br />1 (9011CN)
<br />13•
<br />S•
<br />13•
<br />10 1/2
<br />it
<br />r
<br />IT
<br />7'
<br />7 1/2
<br />5 112
<br />1T
<br />4 1/2'
<br />2 (TOP)
<br />IT
<br />a•
<br />IT
<br />IT
<br />IT
<br />0 Ilr
<br />it
<br />8 Ilr
<br />9 1/r
<br />6 1/2•
<br />,T
<br />S 1/r
<br />2 cm.)
<br />13•
<br />T
<br />IT
<br />13'
<br />1Y
<br />➢ in
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<br />9 In
<br />10 In
<br />7 1/2
<br />IT
<br />6 1/2.
<br />2 (BOTTOM)
<br />13'
<br />Is I/r
<br />13'
<br />1 IT
<br />,Y
<br />10•
<br />Ir
<br />to'
<br />,T•
<br />1•
<br />13•
<br />a ,/r
<br />2 (wirmsN)
<br />13•
<br />7•
<br />IT
<br />I 1r
<br />IT
<br />9 Ili
<br />IT
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />IT
<br />6 1j2•
<br />3 (TOP)
<br />IT
<br />7 Ilr
<br />13'
<br />1 IT
<br />IT
<br />10•
<br />1T
<br />10'
<br />?1'
<br />a"
<br />it
<br />6 i/r
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2
<br />12 /
<br />8 Ile
<br />6 Ile
<br />2 Ilr
<br />6 1/4•
<br />-
<br />-
<br />6 1/4'
<br />6 Ile
<br />(8071CI)
<br />-
<br />-
<br />2 1/2
<br />12 1/2
<br />6 Ell'
<br />6 1/r
<br />2 1
<br />12 Ilr-
<br />-
<br />6 1/A•
<br />6 1/4'
<br />3 t80TTOM)
<br />]'
<br />Y
<br />6'
<br />5 1/2•.
<br />7•
<br />3 ,/r
<br />r
<br />4'
<br />4 1/2•
<br />3•
<br />a 1lr
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<br />(TOP)
<br />7 Ilr
<br />3-
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<br />6-
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<br />4 Ilr
<br />3 1/2•
<br />a 1/2'
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<br />4 (TOP)
<br />e
<br />a•
<br />e
<br />r
<br />5 1/2'
<br />7 1/2'
<br />4 (WITOM)
<br />e
<br />r
<br />r
<br />r
<br />6 1/2.
<br />7 1/Y
<br />(aOiWU)
<br />13•
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<br />IT
<br />13'
<br />IT
<br />9 7/z•
<br />1!'
<br />9 1/2•
<br />0 1/2
<br />7 1/2"
<br />Ir
<br />e
<br />5 (HOP)
<br />13'
<br />s ,lr
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<br />IT
<br />,3•
<br />t0'
<br />IT
<br />to"
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<br />,3'
<br />13'
<br />,7•
<br />➢ t/Y
<br />tJ'
<br />•
<br />9 /2
<br />O 1/2
<br />I I h
<br />,3•
<br />a 1 !2
<br />5 �GTiGM)
<br />13"
<br />0, Y
<br />!
<br />1 r
<br />1 Y
<br />,r
<br />1r
<br />it
<br />,'
<br />0
<br />it'
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<br />,r
<br />el /T'
<br />s (aDTTOM)
<br />IT
<br />S'
<br />IT
<br />10 1/2
<br />,T
<br />Y
<br />13•
<br />7•
<br />7 1/2'
<br />S i/2'
<br />tr
<br />1 t/2.
<br />6 (TOP)
<br />IT
<br />a•
<br />1T
<br />,r
<br />13•
<br />a ill'
<br />13"
<br />6 ,jY
<br />9 1/I'
<br />6 ,/Y
<br />1J•
<br />b 1/2'
<br />(HOP)
<br />0 1/4•
<br />6 1/4'
<br />n l/t•
<br />6 1/4'
<br />8 1/4'
<br />6 1/1'
<br />a (BOLT.••
<br />-
<br />-
<br />a t/4'
<br />6 1 1'
<br />6 1 a•
<br />6 1/+•
<br />-
<br />-
<br />-
<br />-
<br />6 1 4'
<br />6 1/{•
<br />6 (BUTT.•+
<br />Sm ow It FOR ANL•ONS TYPE 6 SPACMr. MR 1NSTAUTOIIS HMO WOW ERNE PMMM
<br />• WOMAN ANI ON SACOOi AHD LOOM EDGE OISEMCE ARE NOrAIED ON TWO SCHIZAXE FOR LT)
<br />LESS I" 0=90 ON SCHEAAL RmWE ANCHOR WOW W d"W"NO SWMO SW Wt ON
<br />WCOL E Of M POLE OWING FACTORS. FOR " ORDINATION 10 9E "SSW omm 57YN:,NO
<br />OBTAINED tow mm BALL NOT SE LOTS Rom too" room ND-wo FOR LAW mom TYPE
<br />ON T16 !Cl61R2
<br />1/4•.
<br />,/rP
<br />tat
<br />t/41
<br />1/t•P
<br />�/..
<br />ANCHOR 1YFE
<br />tHM0011
<br />OO-SR
<br />- �-�
<br />_
<br />LlltG•4MeM
<br />_
<br />ONlha
<br />NowiN ANCHOR SFoo➢@ 0.)
<br />3
<br />3
<br />]
<br />S
<br />1 1/r
<br />3 1/7
<br />AW6IALIM EOY OAJ
<br />3
<br />2 t/r
<br />r
<br />3
<br />3 Ih•
<br />3
<br />p117ANC BCLI aml
<br />3
<br />3 T/r
<br />2 tx
<br />3 Nh
<br />3 vir
<br />A6R1R = OM911t6
<br />FACTOR
<br />-
<br />r
<br />m
<br />t7is
<br />m
<br />oA1
<br />-
<br />- SPACINGS ONLY VALID WHEN IS USED. SEE'1 FOR MM. A.S.D.
<br />MESON LOADS k MAX. PANELSPACER WHEN SPACER CIE USED.
<br />ALA. DES I LOAD
<br />MAVALVA PANE
<br />umm
<br />40 PW OR LESS
<br />6,-8•
<br />> 40 PSF TD 50 PSF
<br />6'-2'
<br />> 50 PSF TO 80 PSF
<br />V-10-
<br />A ALAI(. PANEL LENGTHS ARE OKV VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2- D.C.
<br />ANCHORS (SEE SECTIONS k ALTl111ATbES ON SHEETS 13. 14. 15 *16).-_-_.__-__-
<br />3' Nx, R-to/13. R-2A/13. R-3A/14. R-10/13. R-21/13. R-3B/14. 3' No I
<br />D.M. (j) ''• uw R-IAW/15. 0-2AW/15, R-3AW/16. R-18W/1S. R-28Vf/1S, R-38W/16. ,• MN.
<br />0 O O O O O 0
<br />, F-FT-1 --------- -- -
<br />, eo-20xr &S. WILTS W�yjt 1•
<br />• I (USE FOR PANES LENOM ' I,, PANEL'A
<br />DYELENGTH
<br />1 DYER 7'-6
<br />REGULAR STORM PANIC. ' REGULAR PANEL W-r a +40A, -40.0 p6.I.
<br />(w/
<br />1AIEIaAP ACID PANEL TOOTH HOLE»
<br />LRE SAFETY RM PANEL r-r a +GOA -5N,0 pad.
<br />Oro mutt HAD PANEL LENGTH e0U)
<br />r
<br />A . A use r-r AN. PANEL UDWH
<br />' : I 1/4'0-20.1' '4®" _ _ _ _ _ _ _ A ALL MOUNTIM
<br />AT
<br />S.S. BOLTS w V -
<br />r
<br />-- --- �J r- ,-- - - - - - -- - - ---- ; Lie
<br />I
<br />t2s NOT. AT
<br />I_ TiON IS LIFE SAFEh
<br />�( C
<br />t' OcORNERsPAN l BOTTOM
<br />i 1
<br />-- `-OVERLAP- _OwEr''AP-
<br />orO WING NUT AT L�II WING NUT AT = --
<br />r -y�71 LEFT PANEL. RIGHT PANEL r )SAu. ' f WMALLATI NS ONLY VNJD FOR WIND
<br />,' MN. R-IA/13. R-2A/13. R-3A/14, R-1B/13• R-2B/13. R-36/14. , MN•f SPEED UP TO 170 -p.h.
<br />R-HAW/15, R-2AW/15. R-3AW/1/. R-1BMI/15. R-2BW/15. R-3801/16.
<br />ANCHORS (SEE SECTIONS k ALTERNATIVES ON SHEETS 13. 14, 15 &IS)-_
<br />_ ,/e MAX. GAP
<br />LIFE SAFETY STORM PANEL (1) ELEVATION (t) -. r-
<br />OREGULAR 2•6SCALE 1/4--1' o' SW - YiL AR
<br />STORM PANEL (WET 1AIWM .1 YNOIE wuLY) STORM PANEL
<br />., u u
<br />Ile I
<br />No, CAP VIC
<br />v 6
<br />W�aoHt�tANi 7•�PI tX.14 /
<br />I
<br />n
<br />- --- PArm IENOTH
<br />I(SEE ELEVATION
<br />ON SHEET 12) R
<br />a.
<br />P
<br />1
<br />1./2 t`
<br />1n�I
<br />t�
<br />4
<br />A
<br />Ka1
<br />i/4'/ TAPC(1N
<br />NICNOR • r O.C.
<br />STAOfERED W/ mm
<br />-".+' wool)
<br />Svt * i
<br />InPANELST.
<br />FLORIDA BUILDING CODE Non NI h VolocIty Nurr(aorW Zone
<br />EVIERIORF �ORIOA '4N�
<br />we» RiEDD
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />owt'9n
<br />.
<br />sl G
<br />`
<br />6N
<br />ITE EN..
<br />PROmcm PRODucm LLC.
<br />W SOL
<br />SECTION A -A f;
<br />SCALE i {".1 • af"%l -'t.!
<br />/ i
<br />mar. r. M MA t..n. APi.a N�aH.
<br />. N M - � FN-
<br />•oa0 IN. 91 maT
<br />OWL rt 304
<br />NIaL MAIN -7$W FAIL (pNJSW6J97
<br />2D-175
<br />P.E. liN./aOM.l1oElMR
<br />G-OOm7i9
<br />O'• 1-1-1 P-
<br />4ALTm A HALER 1., Pj
<br />••" t
<br />91eST tY O t6
<br />v No
<br />N
<br />PANNE LENGTH
<br />(SEE ELEVATION
<br />' r
<br />1
<br />ON SHEET 12)
<br />H -1
<br />6'
<br />Ilr I
<br />EO.
<br />1_
<br />_-.
<br />t
<br />2'ar POW,
<br />RASE
<br />�a'P TAPCON
<br />REQUMEO
<br />ANCIG • 9. OC.
<br />STAGGERED w/ am
<br />j'14- WOOD
<br />j�VE RAW
<br />O LIFE SAFETY PANEL
<br />WALL yQ1INTImm
<br />STALE 3/e.t•
<br />lRIEa
<br />1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (p•t.l AND PANEL LENGTHS AS
<br />PER ELEVATION ON SH t21
<br />2. FOR NEW WOOD FAME CONSTRUCTION: WOW
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL.
<br />1 TAPOCN
<br />:woo e r O.C.
<br />_i
<br />1
<br />1
<br />1
<br />i
<br />i
<br />i
<br />1
<br />1 +17b1'
<br />,• f ALL WSa. w�
<br />_1 MIA PRAM _
<br />_. I. u i a .0
<br />T= PANEL I
<br />i
<br />I.
<br />12)
<br />r
<br />1 L/2
<br />1 '
<br />H
<br />.I *X w IUD• Y.L ^'
<br />Is
<br />o
<br />• I1 et
<br />1 1MCON 2-xe WOR
<br />'AOn o 9• S.C. PLATE
<br />REOU/ED
<br />1 q)
<br />1
<br />I
<br />I
<br />I
<br />1
<br />NoO�i'MA15
<br />e121 ,
<br />111 TArCON
<br />ANCHOR e r O.C.
<br />1' MAX.
<br />6• PANEL LENGTH
<br />iON 1ELEVATION2)
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .m.f.) ANQ O RESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL (2) mmiAT10N5 AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5)
<br />MAX. A.S.D,
<br />DESIGN
<br />PRESSURE
<br />TRATING
<br />P
<br />MAXIMUM ANCHORS SPACING FOR III L0. PER SdiD1AF BGDW
<br />APPUONIE
<br />IWP6AA
<br />PANEL
<br />LENGTH
<br />�k•)
<br />MAX. A5.0.
<br />DES"
<br />P
<br />MNNIW ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW
<br />APPLICABLE
<br />t ice,
<br />PING
<br />Ly710M
<br />1•
<br />(IL)
<br />TAPCON
<br />9dJD-SR
<br />FENWE
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<br />PLUS
<br />ZAIMC-HOLM
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<br />CX)t-N
<br />10
<br />W
<br />W
<br />W
<br />W
<br />W
<br />C, THEN
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />C
<br />.75. _7a
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<br />u•
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<br />IT
<br />IT
<br />IT
<br />lr
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<br />o
<br />5,�.
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<br />LEM
<br />+75, -75
<br />m
<br />Nlk-,fa6
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<br />-
<br />IT
<br />/2'
<br />s /2•
<br />Ir
<br />/2•
<br />5'-r
<br />OR
<br />LEIS
<br />13•
<br />If*
<br />IT
<br />13'
<br />IT
<br />IT
<br />13•
<br />IT
<br />IT
<br />12'
<br />13'
<br />IO•
<br />I (1OTTON)
<br />IT
<br />0 1/2'
<br />IT
<br />IT
<br />IT
<br />r
<br />Ir
<br />9'
<br />Io-
<br />7 Ilr
<br />IT
<br />r
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<br />,]'
<br />,t•
<br />IT
<br />U'
<br />,3'
<br />,3"
<br />IT
<br />1T
<br />13'
<br />/Y
<br />IT
<br />it
<br />(TOP)
<br />13'
<br />r
<br />IT
<br />1
<br />O /2
<br />13'
<br />6 1 /2
<br />13'
<br />1
<br />6 /Y
<br />1 I/2'
<br />4
<br />S j2
<br />1J'
<br />4 1 •
<br />/2
<br />2 (TOP)
<br />1T
<br />,1'
<br />1T
<br />13
<br />13
<br />IY
<br />it
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<br />/3'
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<br />1D'
<br />2 (aOfTOA)
<br />IT
<br />Y
<br />IT
<br />IT
<br />it
<br />9 1 /t
<br />IT
<br />➢ 1 /2'
<br />0 t
<br />7/ '
<br />/Y
<br />t]'
<br />6 1/2•
<br />Y (1DT+0M)
<br />IT
<br />IT*
<br />1T
<br />13"
<br />1r
<br />1T
<br />IT
<br />IT
<br />IT
<br />Ir
<br />1T
<br />lr
<br />3 (TOP)
<br />IT
<br />7'
<br />IT
<br />1Y
<br />,r
<br />9 1/2'
<br />,T
<br />1 1/2'
<br />10 ,
<br />7 1/2'
<br />IT
<br />r
<br />(TOP)
<br />12 1/2.12
<br />1/2
<br />6 Ile
<br />6 Ile
<br />2 1
<br />12 1
<br />-
<br />-
<br />6 1/4•
<br />6 I/e
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1/2-12
<br />1/2-
<br />6 Ile
<br />6 1/4•
<br />2 1/2'
<br />4 Ile
<br />-
<br />-
<br />6 1/4.
<br />0 lle
<br />3 (10R01)
<br />e'
<br />r
<br />r
<br />r
<br />e
<br />r
<br />r
<br />6 Ilr
<br />r
<br />5•
<br />6•
<br />4 Ilr
<br />4 crop)
<br />Y
<br />3•
<br />r
<br />S 1/2-
<br />r
<br />3 1/2•
<br />r
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<br />4 112
<br />Y
<br />6 ,/Y
<br />2 1/Y
<br />4 (TOP)
<br />6•
<br />r
<br />-
<br />6'
<br />-
<br />(TOTTDM)
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<br />-
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<br />fIr
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<br />T
<br />-
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<br />IT
<br />IT
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<br />r
<br />10'
<br />71/2•
<br />13•
<br />r
<br />13'
<br />13•
<br />IT
<br />13•
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<br />,r
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<br />7 1/2•
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<br />4 ,/2"
<br />(LOP)_
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<br />2 (TOP)
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<br />6 1/2•
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<br />6 I1r
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<br />14 Ile
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<br />7 T/Y
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<br />I IT
<br />13"
<br />10 1/21
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<br />13•
<br />13'
<br />13'
<br />9 t/2'
<br />IT
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<br />10 1/2
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<br />6 tlr
<br />2 (90TW
<br />13•
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<br />IT
<br />13'
<br />10 1/2
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<br />110 1/2
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<br />3 (TOP)
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<br />7'
<br />IT
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<br />9 I/2'
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<br />-
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<br />5 Ile
<br />6 Ile
<br />3 (90TTM)
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<br />6 1/4•
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