|
I --A I I I I
<br />END CLOSURES DETAILS FOR INSIALLAIMN IN POURED CONCRUE,
<br />CONCRETE AM OR MQD STRUCTURES: VAUD FOR REGULAR. UFE
<br />SAFETY & E—Z HANG SJORM PANEL M SYSTEM5
<br />OR
<br />;r . r . .093- 3105 H-I*M
<br />4093-14 ALLM C
<br />& Wow= .60W,
<br />Nat -
<br />2 lIr IAPOON a WT 1 3/4
<br />MWA,
<br />IS 2 'Ir
<br />24 T-1
<br />OR(3
<br />Cato AM
<br />ux LDCA=
<br />IMRIES 2. r r Aw WWI
<br />S* L
<br />W< ALLW. ANSI Olt
<br />3.-
<br />------ AV 3105-4154 I== POLAROID CONCRETE COMDEX
<br />Got' F'1.
<br />mc. WOUL ALIAL KW FLM NAM an 21*c wow rRmw
<br />REDOLORID
<br />OW1111111 ALLOL AN" 1/4
<br />CLE
<br />WIN GAP
<br />Ile 9 wKL Ir..Wr
<br />0 Ir 04- 05�14 OR 000-Tv ALLOT
<br />*/Ac*W O.K A", AMOU:
<br />CASE A MANI CASE B (ELW CASE C (PLAN) WE Q (P
<br />SCALE SCALE 1/0-1- SCALE 1/4*-1* WALE T/4*-I-
<br />SCLID-Ut OR CALK-W
<br />ON ELOO FOJIBAWE
<br />Im POLAILD am OR -, ','40LN,;E'
<br />ON 2W WOOD sm OF OPPONG
<br />CNN. P�#pa woWw & RDWJMW AS AFPUGW a 11)
<br />04MALAW
<br />Sum
<br />OPENING Wei") an 3w "m "MwE &
<br />7z:,�+7
<br />YAM OR(k
<br />GO. DSIAMCE
<br />---- ----- CASE G (P
<br />.. IS IN SCALE 1/4--t-
<br />WSW &Iftoc.
<br />V" FOR DIRECT MOUINIT PWALIATION ONLY &
<br />or-E) se
<br />CENTIFIED PROn INWAL&AFION AT WALLS W/
<br />SUw:AcE LEVEL VAmxnm "THIM vr
<br />No, 44167
<br />nARIDA BUILDING CODE 01m VWW"tvy Nu no Zone)
<br />CASE E (PLAN) C SE F (PLAN) 5 TATE Of xnm W_ 24 BASE G&VAWW STEEL STORM PAM M
<br />SCALE so" 1/0-1- am%
<br />dy/V~
<br />010BA1 MUM MMMM UC. SOL
<br />�__
<br />a, Raw
<br />IMAL Ft, =314 20-175
<br />. m-w--
<br />-law "s, -am
<br />"PC (M)OIN 1004)"IF
<br />N`NK DFAWN11 ft
<br />F9
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR SMRM PANEL (1) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL &NsTALLxnDNs As PER ALTERNATten 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX A.Slo.
<br />OEM
<br />(Wj
<br />MAXIMRAI ANCHORS SPAC040 FOR LO. - AS SHOWN ON SHEET 6 A 7
<br />i__�
<br />TO,
<br />& ANY
<br />or THM
<br />PANEL
<br />LENGTH
<br />v
<br />(ft.)
<br />TAPCOW
<br />L40 SCREW
<br />PANCLIMTE
<br />FEMALE 0
<br />PANELMAXE
<br />PLUS
<br />WOOD
<br />MW
<br />13'
<br />Ir
<br />Ir
<br />I;r
<br />I,
<br />I, (Top,
<br />13*
<br />Ir
<br />13,
<br />Ir
<br />13,
<br />to Ow"04
<br />a
<br />a vIr
<br />a lIr
<br />4 1/2'
<br />m
<br />a Ile
<br />1 21/2-
<br />0 Ile
<br />mn�1)
<br />V-0,
<br />w
<br />OR
<br />LESS
<br />Is*
<br />Ir
<br />Ir
<br />le
<br />13,
<br />"%-45
<br />Los
<br />13*
<br />Ir
<br />131--_
<br />13,
<br />13,
<br />13"
<br />-13,
<br />is"
<br />33*
<br />IN Comm)
<br />a Ilr
<br />61/21
<br />5 lIr
<br />S_j1r
<br />6 1/2'
<br />Crop)
<br />5 11C
<br />12 1/2*
<br />f __S 11C
<br />W-o'
<br />To
<br />41/2-
<br />4-
<br />4 lIr
<br />Ir
<br />e
<br />0
<br />Ir
<br />1 13*
<br />13-
<br />f a 1/2-
<br />Cauffam)
<br />I I
<br />SEE TABLE #1 FOR MAX. "D. DESIGN LOADS & VAX PANEL LENGTHS WHEN SPPM 0 IS
<br />USED, CORRESPONDING M&Y TO ALTERIWE 2W ON SIW 15
<br />1/460 TAIN
<br />ANCHOR 4
<br />1/4-0 Panutial
<br />ANCHOR 0 12 1,
<br />MAN. A.S.O.
<br />am"
<br />PRESSURE
<br />"TING
<br />(P.sx)
<br />MAXPAIM ANCHIONS SPAM FM U, . AS SHOO ON SWEETS 6 & 7'
<br />mp.104al.
<br />10
<br />OF THROW
<br />VAN"
<br />I"m
<br />LENGTH
<br />(fL)
<br />11,000114
<br />LAG SCRON
<br />PANMAWE
<br />FEWALE Q
<br />Pmm.MAW
<br />PLUS
<br />WOOD MANM
<br />Ir
<br />13*
<br />ir
<br />Ir
<br />Ir
<br />ISM
<br />Ir
<br />Ir
<br />13"
<br />ur
<br />r
<br />to wy*
<br />61/2-
<br />11 I/e
<br />llr
<br />S 1/2-
<br />a lIr
<br />p CMF)
<br />-
<br />-
<br />61/4-
<br />121/2-
<br />6 1/4'
<br />12W (Wff,*)
<br />F-C"
<br />7"
<br />7 1/2.
<br />Ir
<br />w
<br />-
<br />m
<br />OR
<br />Ums
<br />7 I/r
<br />Ir
<br />a .
<br />Ir
<br />-
<br />(90TION11
<br />13,
<br />13'
<br />13,
<br />Ir
<br />Ir
<br />+4114 -45
<br />TO
<br />+75-75
<br />13"
<br />ir
<br />Ir
<br />13"
<br />131
<br />1
<br />Is*
<br />Ir
<br />13,
<br />10,
<br />Ir
<br />13,
<br />Ir
<br />IF-
<br />IS tobytm)
<br />6 yr
<br />a 1/2,
<br />5 1/2*
<br />61/2-
<br />a I'**
<br />(W)
<br />-
<br />6 T/'r
<br />12 1/2"
<br />1 9 1/4'
<br />5 1/2'
<br />W
<br />Ir
<br />13"
<br />Ir
<br />10'
<br />SM TAKE fl FOR WX ALSO. DO" LORDS & VAX PANEL LENGTHS WHEN MxA= 0 5
<br />USED, CORRESPONDING, ONLY TO WEINWE 2W ON SHW 6 1
<br />TAKE
<br />J1 46
<br />AS& OEM LOAD
<br />MKXNM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />a.-e.
<br />* 40 PSF TO 50 PSF
<br />W-r
<br />* 50 PSF To Go PSF
<br />51-10*
<br />------------
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INWALIAWNS
<br />W/ PANEL MATE _FpAALE 0) OR PANEL MATE PLUS
<br />ANCHORS; & W/ A. T14/1, 1/2. Ox,
<br />44161
<br />ATE OF
<br />DRIP
<br />IV MW
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHM7 f2)
<br />L/1
<br />Sff _WCM IS & fit FOR AtROSP "K S, WRTINQ FOR
<br />04VILAM" WRO vm FWAff MASS.
<br />ARE SOW= ON 7M W04L FOR EA LAW TAW
<br />U"10 ON WHESILE MV" MOM WASNO 0
<br />MUL110HYSIC VOTING SM Of MOVAE ST PC
<br />SWARMS FACMIS MN INS CPLUM TO K PC$$"
<br />AMUCUR VACM COPOP UM OWN ISM NOT IS
<br />us, lim Wmk* "am wow= I" SAC" ANCHOR
<br />INN
<br />vft
<br />-
<br />WNA ARM vmm w
<br />1
<br />3
<br />*wwwwomm,
<br />3
<br />3
<br />PJ4 j=W
<br />3
<br />3 In
<br />amem go
<br />AN"
<br />0 ; , A ._131CMg
<br />CONCRETE BLOCK
<br />Avatmum
<br />114', MIELMATI
<br />. t.)
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<br />ME c —o...
<br />R m-, Fair^
<br />M
<br />tsaMh.v
<br />U GAGE MYANIZED STEEL STORM PANEL
<br />M
<br />Wift an
<br />01 DBAI MUCTM PRWUM LLC.
<br />— aw III W1w
<br />Gov. m suit
<br />054)M -ISW FU 060MR-M
<br />-
<br />20
<br />N in WN
<br />. I mmm ! I I
<br />a= 11 Or a
<br />MAX
<br />e PANEL UJGfN1
<br />(six avactom
<br />ON 12)
<br />,MAXIMUM A.S.D. DEMN PRESSURE RATj"rx (aws.f.) AND =RESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR MRM PANEL In INSTAL ONCRETE A CONCRETE BLOCK STRUCURES
<br />(VALID ONLY FOR PANEL(D INSTALLATIONS As PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />VAX. A.S.D
<br />DESIGN
<br />Pw.-&w
<br />PAT"
<br />MOGAN ANCHICAS SPACING FOR WIN ED PER SCIVIOULK subw
<br />APPLICABLE
<br />TO SEC.
<br />MNOM
<br />PAM
<br />LOOT"
<br />10
<br />MAIL A3.0,
<br />OEM
<br />PRESSURE
<br />R41M
<br />MAMW AN04M SPACING FOR MIN LD PlUt 9014SIDWX MIRDW At
<br />APPUCA"
<br />loll,
<br />PAM
<br />LENGTH
<br />v
<br />TP`
<br />VOWN
<br />SET
<br />SOLID -SET
<br />rows
<br />10
<br />PANE
<br />Pun
<br />2AUNC-MAILIN
<br />ONX-0
<br />. f.
<br />-
<br />'Mus
<br />ZMAW-MAIRLAN
<br />z,,-
<br />CALK AN
<br />a
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<br />to
<br />comwm
<br />3k
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<br />-..IV
<br />To
<br />4�_
<br />COMBINATION
<br />or MEN
<br />10
<br />Dow=
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<br />�&
<br />mowm
<br />sk
<br />m""
<br />3k
<br />ww"m
<br />Jk
<br />TWO
<br />70
<br />+45-45
<br />OR
<br />LOS
<br />Ir
<br />ur
<br />ty
<br />IF
<br />MOM
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />lr
<br />ir
<br />Ir
<br />Ir
<br />I ("
<br />W-r
<br />OR
<br />LESS
<br />+496 -45
<br />TO
<br />Ir
<br />ir
<br />Ir
<br />13,
<br />ir
<br />Ir
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />LESS
<br />Ir
<br />ir
<br />13'
<br />13,
<br />ly
<br />W
<br />13'
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<br />ir
<br />ir
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<br />tr
<br />I Caurium)
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<br />Ir
<br />Ir
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<br />Ir
<br />Ir
<br />Ir
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<br />Ir
<br />Ir
<br />Ir
<br />2 Clan
<br />13,
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />13-
<br />11 ItA
<br />2 cw)
<br />Ir
<br />Ir-
<br />Ir
<br />Ir
<br />13'
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />W
<br />or
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />11 1
<br />Ir
<br />ir
<br />'r
<br />I
<br />Ir
<br />Ir
<br />13,
<br />is,
<br />Ir
<br />ir
<br />3 (R*)
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />13"
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />11 1/2'
<br />3 (TOP)
<br />7/47
<br />3 witim)
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<br />6 Ile
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<br />r
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<br />r
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<br />-
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<br />Ir
<br />I Ir
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<br />Ir
<br />Ir
<br />13,
<br />Ir
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<br />131
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<br />1 13,
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
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<br />3 (tam
<br />Ir
<br />13r
<br />Ir
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<br />Ir
<br />13r
<br />13*
<br />Ir
<br />13"
<br />tr
<br />Ir
<br />ir
<br />6 ammm
<br />13'
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />ir
<br />ir
<br />ir
<br />ir
<br />W
<br />Ir
<br />ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />ir
<br />13"
<br />t3*
<br />Ir
<br />Ir
<br />ir
<br />a W)
<br />Ir
<br />Ir
<br />Ir
<br />Ir
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<br />Ir
<br />ir
<br />ir
<br />ir
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<br />I I tlr
<br />s Crop)
<br />A 1/4'
<br />9 Ile
<br />6 Ile
<br />114"
<br />5 1/4"
<br />6 1/4�
<br />6 (90".")
<br />5 1/4-
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<br />Ir
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<br />Ir
<br />Ir
<br />I (BOTTOM)
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<br />13'
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<br />Ir
<br />6 Ilr
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<br />Ir
<br />W 1/!:
<br />'3*
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