|
CASE A (ELAN)
<br />SCALE T/4•-I•
<br />Im
<br />(Mft PANEL
<br />oVEAAP BEYOND
<br />OPD MO 2AOT10
<br />X - S.O. 00JOICE
<br />CASE E (PLAN)
<br />SCALE 1/4•-l•
<br />lvREs E OR ODWMOF1EAc
<br />r NM$.j 4 '©� _ M00D PRIME
<br />' -2 1/2,
<br />FCIM I 1/4'e . 1 3/4• TAFCON
<br />CORCOM ELOOK E L f� "^ `v mom Ole o£`.`± 2 1/2•
<br />rIMO-MWwm now (`��! T1
<br />i
<br />7 wrYa�E9 W< L il3i M2p. E r MILT[ ON RNNME IOU WGOM
<br />--��,---- _ 1 ( .CEO•s1W-N,a4 SHM
<br />- '- (� MI['tK AIUY. 60R OWE
<br />2. ^i
<br />t/4• • 60LI 4• . 4• . Ate
<br />• lr OD. 5+05-N14 at 4063-To AUDI
<br />W/AAC.UT C.A. A.Aa ANISE
<br />CASE B (PLAN) CASE C (PLAN)
<br />SCALE 1/4•-1• SCALE 1/4•-I•
<br />CASE F (PLAN)
<br />SCALE 1/4•-l'
<br />,O ,® OR
<br />Ann-9LT a CML-«
<br />II9�p f1vryA91N1QMaALc1oMEPMilAMn
<br />OR aw WOOD0 60U'WDPBNaIO / fAl >ti,EETf f.
<br />10
<br />3/4'
<br />n
<br />•© OR(D
<br />, ADO N/ oFcmo D r110N1 k
<br />AOAI /GT ruwas vMw{rl To
<br />,ILL'I'M C r no PALL)
<br />CASE G (PLAN)
<br />\. S4t`''•, 7'
<br />VALID FOR DIRER MOUNT INSTALLATION ONLY k
<br />CERTIFIED PANEL. NSULIAIDN AT WALLS W/
<br />NO.44i67
<br />SURFACE UNEL VAMMOKS WITHIN 3/4-
<br />*
<br />FLORIDA DUIIDING CODE (Non Mah ValaaMY HNrrleans
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTALATIONS AS PER ALTERNATIVES IW THRU 4W. ON SHEETS 8 k 7)
<br />MAX A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RA1916
<br />644110" ANCHORS SPACING FOR E.O. - AS 11HOWN ON SHMIS 6 St 7
<br />APP'UCA,BLE
<br />TO
<br />k ANY
<br />OF THU
<br />mommum
<br />PANEL
<br />LOW,
<br />1•
<br />(R.)
<br />TAPCON
<br />LAO 5g1EW
<br />PMRLWIE
<br />FEMALE D
<br />PAELAMTE
<br />PHIS
<br />WOGUSHI G,
<br />OD
<br />IT
<br />IT
<br />1r
<br />it
<br />IT
<br />III MT-
<br />13.
<br />IT
<br />13•
<br />IT
<br />IT
<br />iW (BOTTOM)
<br />6 1/2•
<br />a l/r
<br />6 1/r
<br />6 ,/r
<br />6 ,n•
<br />2W OOP)
<br />• 1/4•
<br />1 12 1/2-
<br />It IX
<br />(60R.•)
<br />S-0•
<br />OR
<br />r
<br />r
<br />r
<br />r
<br />-
<br />OOP)
<br />LESS
<br />r
<br />r
<br />r
<br />r
<br />-
<br />3r muff"
<br />IT
<br />IT
<br />13,
<br />13•
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<br />-45
<br />OR
<br />LEN
<br />13•
<br />13•
<br />IT
<br />IT
<br />it
<br />IT
<br />tr
<br />13•
<br />13•
<br />a 1/2'
<br />N
<br />IT
<br />IT
<br />13'
<br />Ir
<br />r
<br />tr (BOrol)
<br />6 1/2•
<br />a 1/2'
<br />a 1/2•
<br />6 1/r
<br />6 l/2•
<br />(fop)
<br />-
<br />-
<br />6 1/4•
<br />2 1n'
<br />1TO
<br />4 1/2`
<br />4•
<br />a 1/2•
<br />6 1/2'(MAP)4•-4'
<br />4 In•
<br />41/2•
<br />r3r
<br />L
<br />00710)
<br />10 11/2-
<br />9 1/r
<br />12'
<br />,r•
<br />(MAP)
<br />,r
<br />Ir
<br />13'
<br />13'
<br />CDT"
<br />• SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS r MAX. PANEL BLITHE WHEN SPACER ® IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 5
<br />MAX. ASA,
<br />DESIGN
<br />PRATING RESSURE
<br />MUM N MAXIMUM SPACING FOR E.D. - AS SHOWNON SHEETS 6 A 7
<br />APPLICABLE
<br />ID
<br />k AIY
<br />OF THEM
<br />MAIWNtUM
<br />PANEL
<br />lfl1NiIM
<br />(R.)
<br />TAPCOH
<br />IAA 90"
<br />PAHELATE
<br />FEMALE D
<br />PAFELIOATE
<br />PLUS
<br />WOOD BUSHING
<br />IT
<br />IT
<br />IT
<br />IT
<br />13•
<br />1w
<br />it
<br />IT
<br />1r
<br />it
<br />r
<br />Ir (65ITG0
<br />6 1/2'
<br />6 1/r
<br />a I/r
<br />6 I/2•
<br />a In'
<br />Ia►)
<br />all (41/2-m
<br />r
<br />7 1/2-
<br />a'
<br />6•
<br />Los
<br />7 I Jr
<br />a•
<br />r
<br />w
<br />MAN)
<br />IT
<br />1r
<br />1r
<br />1r
<br />a45.-45
<br />_75
<br />Ir
<br />tr
<br />,r
<br />13•
<br />um75.
<br />tr
<br />Ir
<br />13'
<br />tr
<br />tr
<br />Ir
<br />,r
<br />tr
<br />6
<br />4m)
<br />6 ln•
<br />a l/r
<br />6 I/2•
<br />6 1/2`
<br />•
<br />61/4'
<br />12 1/2•
<br />61/4•
<br />(BOIL•)
<br />>'sro
<br />r-r
<br />4 1/2•
<br />a•
<br />7 t/2'
<br />7 tn•
<br />-
<br />(I'
<br />r
<br />5 1/r
<br />r
<br />••
<br />-
<br />13N ounot0
<br />13"
<br />12•
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<br />IT
<br />5 ,/r
<br />CHIP)
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<br />IT
<br />I IT
<br />10,
<br />INS)
<br />• SEE TABLE %1 MR MAX.- A.S.D. DESIGN LCA05 k MAX. -PAEL LEND" WHEN SPACER 019
<br />USED, CORIIESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />7 u-a
<br />a
<br />AS L OES10N UM
<br />lEm Palm
<br />40 PSF OR LESS
<br />6'-B•
<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 AIMAJ E ID OR PANEL MATE PLUS
<br />A19CFIORS h W/ SP ma.va 1/2" O.C.
<br />31 Cm 14 lit
<br />a-1
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<br />SATE! tENODH
<br />(SEE 23EMATCN
<br />a1-'SEP'•ARA
<br />;
<br />am SARI 12)
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<br />I
<br />1
<br />1
<br />I
<br />1
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<br />I
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<br />CONCREIT
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<br />;
<br />W yr OC
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<br />Now4umOM tiro I000 NAE ammm,
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<br />ARE RIDICOID ON IM6 SO4DULL MR EA LW T,WN
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<br />IRAIALwo VACS WMM ON ictmuti rr IRE
<br />FONpNG FAG70Ra MR IRS OPWWOON W 6E
<br />mm SNAILS mm uNM FCtat SIYLL NOT K
<br />LEE{ THAN lWW SPACID "MUM IN FACt ANDIA
<br />PIPE DN 7M sa+mut
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<br />40i
<br />-
<br />r
<br />am
<br />/m
<br />]qr
<br />-
<br />//4'e PANEUMA7E
<br />INGHOR (BEIDNO)
<br />WALL MOUNTINGS
<br />SCALE 3/8-1-
<br />Ea•
<br />I/Pr.2b,'p V
<br />to amLWWoiSi' �:
<br />--} 1• MAX
<br />!• RANEL LENOM
<br />OEE ELr*VM
<br />N SH!Ef 12)12)
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STO M PANIEL (D INSTALLATIONS INTO CONCRETE & CONCRIM BLOCK STRUCTURIM
<br />(VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />MAUL. ASDESIGND.
<br />P
<br />MAMM ANCHORS SPACING FOR MI E.D. PER SpIFDU E BELOW
<br />F
<br />MAXIMUM
<br />PANEL
<br />LDI M
<br />(ft)
<br />MAIL ASD.
<br />DESIGN
<br />P
<br />(P.&I.)
<br />W16MN NICNM9 SP04M0 FOR MI ED. Pflt SCHEDULE ELAN All
<br />'pJam � E
<br />IM1v6M
<br />LOO INommmum
<br />TMommmommOON
<br />SOLD -SET
<br />FEMALE D
<br />PLUS
<br />CIUt-N
<br />y,
<br />of /HEY
<br />TAPCON
<br />SNIT-w
<br />FIDANUE
<br />M}�2MIAC-MALIN
<br />p6X-61
<br />y
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<br />A
<br />10
<br />AAWWAa,
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<br />I (601TOM)Ir
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<br />Ir
<br />it
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<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />2 mm
<br />it
<br />Ir
<br />tr
<br />Ir
<br />it
<br />it
<br />Ir
<br />/r
<br />Ir
<br />it
<br />it
<br />1 ,n
<br />2(HIP)
<br />tr
<br />,3•
<br />Ir
<br />IS'
<br />Ir
<br />Ir
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />2 (BORON)
<br />it
<br />Ir
<br />tr
<br />it
<br />Ir
<br />Ir
<br />it
<br />IT
<br />Ir
<br />,r
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<br />1 i
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<br />Ir
<br />Ir
<br />/r
<br />IT
<br />1r
<br />it
<br />IT
<br />it
<br />it
<br />IT
<br />3 (10P)
<br />13'
<br />IT
<br />IT
<br />IT
<br />it
<br />it
<br />IT
<br />IT
<br />IT
<br />IT
<br />1r
<br />it 1/2
<br />3 (LOP)
<br />-
<br />-
<br />12 tlrll2
<br />1/1
<br />6 I/4.
<br />6 I/4•
<br />12 1/2
<br />12 lIr-
<br />-
<br />6 1/4'
<br />6 1/0
<br />3 (WnUM)
<br />12 ,n
<br />2 1/2
<br />6 1/4.
<br />6 1/4•
<br />12 1/2-12
<br />Ile
<br />i/4'
<br />3 (BOFW
<br />r
<br />I r
<br />I r
<br />I r
<br />r
<br />r
<br />r
<br />r
<br />6'
<br />I IF
<br />r
<br />7 1/2•
<br />4 (TOP)
<br />r
<br />5 In'
<br />6
<br />I a•
<br />I r
<br />6 1/2•
<br />r
<br />7 1/2'
<br />a'
<br />r
<br />r
<br />r
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<br />r
<br />-
<br />I r
<br />-
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<br />-
<br />a'
<br />-
<br />r
<br />-
<br />4 (9orw
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<br />-
<br />a"
<br />a•
<br />-
<br />a•
<br />-
<br />(90ttW)
<br />IT
<br />,3'
<br />13'
<br />13•
<br />73"
<br />,3'
<br />tr
<br />Ir
<br />,r
<br />tr
<br />W
<br />/r
<br />(70P)
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<br />IT
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<br />(7pP)
<br />IT
<br />it
<br />IT
<br />13'
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<br />IT
<br />it
<br />IT
<br />IT
<br />IT
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<br />5 amnoN)
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<br />I3•
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<br />lr
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<br />IT
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<br />_
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<br />6 1 4•
<br />6 1/4'
<br />6 1 4•
<br />6 1/4•
<br />-
<br />-
<br />-
<br />-
<br />a Ile
<br />6 t/4-
<br />a
<br />-
<br />-
<br />6 I/4'
<br />6 1/4'
<br />6 1/4-
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<br />-
<br />-
<br />-
<br />6 1 4'
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<br />6 DOLT.••)
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<br />9 to
<br />10 1/2
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<br />9 1/2
<br />IT
<br />9 1/2
<br />10 1/2
<br />7 1n
<br />IT
<br />4 1/2.
<br />2 (BOFIGM)
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<br />7 I/r
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<br />IT
<br />13'
<br />lr
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<br />„'
<br />a`
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<br />6 I/r
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<br />9 1/2
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<br />12 ,
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<br />6 I11V
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<br />6,/4'
<br />6,/4-
<br />6 1/4'
<br />3 (BOTTOM)
<br />2 1/2
<br />2,
<br />O,/a'
<br />t i/a'
<br />2 1
<br />6 I/P
<br />6 1/4'
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<br />r
<br />r
<br />r
<br />5In•
<br />r
<br />3 Ile
<br />r
<br />4'
<br />4 1/2'
<br />3•
<br />6 1/2'
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<br />4 (MAP)
<br />7 1/r
<br />r
<br />r
<br />r
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<br />4•
<br />a'
<br />1/2'
<br />3 1/r
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<br />(Top)
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