|
CASE A (P"
<br />SCALE 1/4*-1*
<br />13X
<br />(WL PANEL
<br />OVERLAP
<br />on" we"
<br />or - 1.0. DISTANCE
<br />CASE E (PLW
<br />SCALE 1/4--l-
<br />-u- nany alu
<br />OR
<br />zwm*=%m
<br />1 ".
<br />U4 & 09
<br />z I/T
<br />CONCKU SLOCI
<br />1
<br />'A'. 1 3 2 1/2'
<br />.0 2 �/2
<br />Mktr
<br />7w wm Follow
<br />OR4
<br />"31-
<br />ID
<br />r IF M' 70
<br />LED Ux:xr"
<br />I wiws
<br />2- 1
<br />04 L
<br />2' W .01V
<br />ALUI& an
<br />PAGE
<br />MfIAL ALL" Now FM
<br />2.
<br />- - - - - - - -
<br />- - - -
<br />M.- GAP
<br />W/00"9
<br />s0"_TII AUN
<br />COAL A%M Rim
<br />CASE B (PLAbO
<br />SCALE 1/4--l-
<br />CASE C (PLAN)
<br />SCALE 1/4--l'
<br />VAMES
<br />r W.,
<br />CASE r (PLAW
<br />WALE I/e.1-
<br />It', r , 4111 31P "-14 If\
<br />GU3-7$ AUM Cof LAN
<br />ANGLE w"
<br />TAPCON 0
<br />4.
<br />Go
<br />CAS D (PLAN)
<br />SCALE 1/4-w
<br />scue-wr OR C"-m
<br />an SLOG P&IMUM
<br />OR
<br />I
<br />mm wmwcw 'no" a
<br />Womm SLOCK � -w marmal I PIARON
<br />OR r�" WOOD Sm OF OPOMM
<br />&
<br />P"a HORAROp AS APPoxmE 1*& 11)
<br />j 13/4' j
<br />,(D OR4
<br />A
<br />am PANALLIOL TO
<br />w" wm cvr Do F^4w
<br />CASE G (PLAN)
<br />1/41-11
<br />SCALE
<br />VALID FOR OR= MOW INSTALLATION ONLY &
<br />CENTIF10 PANEL INSTALLATION AT %MJLLS ill/
<br />SURFACE LEVEL VARIATIONS WTHIN 3/4-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AN CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHMILILE FOR REGULAR STO M PANEL In INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL OINSTALLATIONS AS PER ALTERNATPAM 1w THRu 4w. ON smErrs 6 do 7)
<br />VAX. "D
<br />Desm
<br />PRESSURE
<br />RATING
<br />MAXOM ANCHORS SPACING MR LO. . AS DOW ON SM. 6 &
<br />APPUCAKE
<br />To
<br />of ANY
<br />OF THEM
<br />MAXMIUM
<br />PANEL
<br />umm
<br />TAPOON
<br />L40 SCREW
<br />PARELMATIE
<br />FEMALE 0
<br />PANELMATE
<br />PLUS
<br />r Bustom
<br />Ir
<br />IT
<br />Ir
<br />13'
<br />IT
<br />i3b
<br />IT
<br />IT
<br />13'
<br />IT
<br />--i -1/2.
<br />Do
<br />(surw
<br />6 1/2-
<br />6 1/2-
<br />6 1/2'
<br />0 7/v-
<br />m
<br />-
<br />-
<br />1/4-
<br />12 1/2'
<br />& 1/0
<br />L
<br />W_r
<br />OR
<br />a
<br />LESS
<br />3.1
<br />IT
<br />or
<br />-i37--
<br />-IT
<br />For
<br />+4L -45
<br />on
<br />LESS
<br />IT
<br />IT
<br />IT
<br />is'
<br />13"
<br />for
<br />W
<br />13'
<br />Ir
<br />IT
<br />4 I/f
<br />,op
<br />IT
<br />13'
<br />IT
<br />IT
<br />V
<br />(scoor"
<br />6 I/T
<br />4 1/2-
<br />)/w
<br />. ".
<br />Imm
<br />-
<br />0 Ile
<br />12 1/2-
<br />6 1/4'
<br />tm.-)
<br />mr-w
<br />TO
<br />W-e
<br />4
<br />4 1/2.
<br />7*
<br />30 iwiw_
<br />10 1/2-
<br />0 lIr
<br />32'
<br />or
<br />e
<br />(TOP)
<br />r
<br />or
<br />IT
<br />lT
<br />Otr""-
<br />SU TABLE #1 FOR MAX A.S.D. DESIGN LOADS & I" PANEL LENGTHS VIHIEN SPACER " IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1
<br />MAX. ALLIX
<br />OEM
<br />PRESSURE
<br />RATM
<br />MAXIMUM ANCHORS SPI11410 FOR E.D. . AS SHORN ON IIHEETS 6 & 7
<br />AppucoMm
<br />TO
<br />ALTDO40M
<br />44=
<br />or THEM
<br />WMUM
<br />Ama
<br />LENGTH
<br />v
<br />(10
<br />TAPOON
<br />LAO SCREW
<br />PANDMATE
<br />PIOAAU: No
<br />MADAFATE
<br />PLUS
<br />Wool) RUSHRO
<br />IT
<br />13'
<br />IT
<br />or
<br />IT
<br />III ("q
<br />Is,
<br />IT
<br />IT
<br />IT
<br />a*
<br />III (scrw
<br />1/2-
<br />6 11r
<br />6 lIr
<br />4 1/2-
<br />0 1 .
<br />PM
<br />-
<br />6 Ile
<br />12 1/2,
<br />6 Ile
<br />(WIT -1)
<br />5'-w
<br />opt
<br />7'
<br />r
<br />mm
<br />7 1/2-
<br />a,
<br />r
<br />JIN POTY"
<br />13,
<br />'T
<br />13,
<br />IT
<br />13'
<br />00101
<br />).+46. -48
<br />TO
<br />75. -75
<br />IT
<br />IT
<br />IT
<br />IT
<br />or,
<br />mrmm)
<br />13"
<br />Ir
<br />13,
<br />13'
<br />10'
<br />or (R"
<br />Ir
<br />IT
<br />13,
<br />13"
<br />6 Ile
<br />sw (BOTTOM)
<br />9 1/2*
<br />a 1/2.
<br />a yr
<br />6 Ilr
<br />8 1/2'
<br />(mm
<br />6 1/4'
<br />12 11r
<br />6
<br />(SINT2
<br />To
<br />4 1/2'
<br />7
<br />7 1/2.
<br />(mPJ
<br />5 1/2
<br />7TIr
<br />AI/4*
<br />13'
<br />11.
<br />1 13,
<br />IT
<br />5 1/2-
<br />or
<br />IT
<br />I I
<br />I.
<br />SEE TAKE 11 FOR MAX A.S.0 DESIGN LOVS & VAX. P44M LOOM*& SPACER @ 15
<br />I=, CORRESPONDING ONLY TO ALTERNATE 2W ON SHE0 6 1
<br />A.&O. LOAD
<br />MAXINIUM FAMD.
<br />LIENUFN
<br />40 PSF OR LESS
<br />61-8.
<br />> 40 PSF TO 50 PSF
<br />6--2-
<br />> ;0- ;; TO W PSF
<br />�- I �0-
<br />A MAX. PANEL LENIGM ARE ONLY VAUD FOR INSTALLATIONS
<br />Wl PANEL MATE ff.AAALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ 50M 1/2- D.C.
<br />INSTAUATIQN DETAILS FOR UFE SAFETY PANEL(D
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4-0
<br />ANCHOR 0 6C. MCI= 0 D.C.
<br />" 'L
<br />�; CONCRETE Su=
<br />%
<br />v M_
<br />J.
<br />v MAIL
<br />PANEL LEMON
<br />curowrocoN
<br />V PANEL LENGTH
<br />(SEE vXmTwM
<br />ON 04W 12)
<br />1
<br />-t--
<br />ON 57 12)
<br />I
<br />TO GLASS.
<br />L/2
<br />CONCRETE alm
<br />0
<br />cmmm St.=
<br />REOUMIM
<br />orme
<br />SW
<br />WN R--U
<br />"nr Pp.*-
<br />PAN
<br />"/4 ELMATf) PLUS
<br />"140
<br />C. 0
<br />(SE
<br />'VIC
<br />ME *am to a Is fa M"n T"It a WADING no
<br />WALL VOLINTINGS
<br />WAX 3/0-1-
<br />emramison
<br />MMAM
<br />arm gm pww miuma
<br />ANOW VACM AV ma"M wK awma
<br />ANS
<br />1101010111) ON THIS 204� IN M LOB It"
<br />me"=
<br />ON own" Rohn No= v� By
<br />WAlftWO VACM 900 09 SM=" BY THE
<br />F&AC�
<br />new:110
<br />FACVM I= low apmTok TO So: possom
<br />SPWM OVIANED too PAC" SMALL MOF w
<br />LM
<br />70" wwo WINNING 10"Ta FOR 0410 MOW
<br />Tm
<br />a" " SOMME.
<br />"NOW
<br />E
<br />wmm now wow 00
<br />3
<br />3
<br />FL
<br />Ift-W w
<br />3
<br />3
<br />sawle rAnm W_
<br />NIPPON
<br />STATE
<br />I -7LE-co
<br />GAMD
<br />$AD
<br />e.
<br />...........
<br />FAIL st%,VWVAWSAWE
<br />C.-011m
<br />WLM X Y"A A,� PL
<br />MAXIMUM A.S.D. DESIGN PRIMURE flATING _(Ij.s.Q AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />MR REGULAR STORM PANEL INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(V" ONLY FOR PAWL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.S.O.
<br />omm
<br />PREVIYURIE
<br />RAYM
<br />MAXUS AMM4= SPACING FOR MIN LO PER SCHEDULE gum IS
<br />APPUCMU
<br />m socnm
<br />WKIMUM
<br />PANEL
<br />UMM
<br />MAX. A.511).
<br />Ota*4
<br />PRESSURE
<br />RAW4
<br />MKV" ANCHORS SPACING FOR mm LO. Pin SCHEDULE 110.001 IF
<br />. -
<br />APPLICAINA
<br />to
<br />PANEL
<br />W-CON
<br />$01LID-31IT
<br />FEMALE 0
<br />PARIS
<br />1"
<br />zftMC_NMUN
<br />CALA-411
<br />a IM
<br />I*=
<br />SOUD-SEr
<br />FIDAME
<br />0
<br />PANELMKM
<br />PLUS
<br />ZWO-WILAN
<br />CALK -IN
<br />. 1F,
<br />IQ
<br />OVEN,
<br />10
<br />10
<br />3k
<br />To
<br />mmm
<br />=""=
<br />3k
<br />If-
<br />nk..=
<br />'�
<br />OF 'No
<br />To
<br />ODKVRM
<br />paku
<br />.1.9
<br />MR
<br />3k
<br />10
<br />_111
<br />3Z:
<br />10
<br />O0MdNCf.
<br />19
<br />3Z:
<br />CONAMPW
<br />COMMWMCN
<br />Of III&
<br />+4V45
<br />LESS
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />or
<br />IT
<br />I (min
<br />GGIR
<br />um
<br />+46, -45
<br />70
<br />4451115
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />or
<br />IT
<br />or
<br />IT
<br />11 1/2
<br />1 (W)
<br />um
<br />IT
<br />Ir
<br />or
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />r r
<br />IT
<br />IT
<br />IT
<br />I (marnmoo
<br />13,
<br />or
<br />IT
<br />IT
<br />IT
<br />13"
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />11 1/2
<br />1 (son"
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13,
<br />IT
<br />IT
<br />or
<br />IT
<br />IT
<br />3
<br />IT
<br />r
<br />a
<br />IT
<br />IT
<br />IT
<br />IT
<br />or
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<br />IT
<br />IT
<br />IT
<br />IT
<br />11 1/2
<br />2 OOP)
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />I r
<br />IT
<br />1r
<br />13'
<br />IT
<br />IT
<br />IT
<br />I
<br />IT
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<br />IT
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<br />Ir
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<br />is,
<br />I IT
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<br />I IT
<br />Ir
<br />IT
<br />11 Ilo
<br />3 MP)
<br />-
<br />12 I/r.12
<br />1/2'.6
<br />Ile
<br />6 Ile
<br />2 I/rpit
<br />1/21
<br />-
<br />6 Ile
<br />0 Ile
<br />3 (i_D�)
<br />61/4'
<br />6 I/e
<br />3 jX11111110111)
<br />r
<br />r
<br />1 6,
<br />1 r
<br />r
<br />r
<br />w
<br />w
<br />1.
<br />0'
<br />1 I/r
<br />4 (IOP)
<br />5 lIr
<br />r
<br />V
<br />W
<br />6 1/2'
<br />V
<br />7 im
<br />r
<br />r
<br />w
<br />a ("
<br />ir
<br />-
<br />w ,
<br />-
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<br />4 (80111011)
<br />-
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<br />-
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<br />-
<br />or
<br />_r
<br />-
<br />4 (11011110M)
<br />IT
<br />IT
<br />IT
<br />Ir
<br />IT
<br />IT
<br />13'
<br />IT
<br />IT
<br />-
<br />13,
<br />----- :--
<br />13
<br />IT
<br />IT
<br />Lr
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />I
<br />IF_
<br />IT
<br />11 I1r
<br />(TOP)
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<br />IT
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<br />k13
<br />I
<br />or
<br />5
<br />IT
<br />or
<br />or
<br />IT
<br />IT
<br />13'
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<br />13'
<br />IT
<br />11 1/2'
<br />(WITOM)
<br />IT
<br />Ir
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<br />13.
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<br />13'
<br />IT
<br />IT
<br />IT
<br />it i1r
<br />s a"
<br />G I/e
<br />9 I/e
<br />6 Ile
<br />0 i/e
<br />6
<br />4 Ile
<br />6 "orr-)
<br />6 Ile
<br />6 1/4
<br />6 Ile
<br />6 Ile
<br />1 Ile
<br />6 Ile
<br />6 (worr.-)j
<br />IT
<br />v
<br />IT
<br />to Ile
<br />IT
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<br />7'
<br />13,
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<br />9 1/21
<br />13'
<br />191/2
<br />101/2.71/2
<br />IT
<br />V
<br />I (W"00.
<br />13'
<br />7 11r
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<br />or
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<br />3 MP)
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<br />-1/4.
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<br />-
<br />12 1/2-12
<br />1/2'
<br />6 I/e
<br />I I/e
<br />1!_14T
<br />6 Ile
<br />6 1/4,
<br />6 Ile
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2'12
<br />1/2'
<br />6 t/e
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<br />4 Ili,
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<br />r
<br />4 (W)
<br />7 1/2'
<br />3'
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<br />a,
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<br />4 1/2'
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<br />-
<br />5 1/2-
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