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END CLOSURES DETAILS FOR INSTALLMION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />SAFETY & E-Z HANG STORM PANEL(b SYSTEMS
<br />3106 N-U 01
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<br />SCALE 1/4"-1' 364E 1p•-1- SCALE 1/4•.1* SCALE 1/4--1-
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<br />CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />No. +4167 SURFACE LEVEL VIANTOONS OPTION 3/4-
<br />_
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<br />CASE E (PLAN) CASE F (PLAN) o 1F
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (c.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL Q INSTALLATIONS INTO WOOD STRUCTURES
<br />-- _ (VAUD ONLY FOR PANEL 1OtNSTAL(AT70NS AS PER ALTERNATIVES 11N THRU 4W, ON SHEETS 6 ITN 7)
<br />LAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RAIM
<br />(P.■.L.)
<br />MCADYUIN ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 At 7
<br />APPLICABLE
<br />To
<br />% a ANY
<br />CCAOINION
<br />Or THEM
<br />yL W,,
<br />PANEL
<br />LEA• „
<br />v
<br />(flJ
<br />TAPCON
<br />JOB SCREW
<br />PANELMATE
<br />FE A E 0
<br />CMNEUM7E
<br />PLUS
<br />wow mm"
<br />13•
<br />13•
<br />tY
<br />,r
<br />OY
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<br />,3•
<br />13•
<br />15,
<br />Or
<br />Or
<br />1t (WMMQ
<br />a Y
<br />/
<br />•
<br />n
<br />n"
<br />12 1/2-t•
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<br />r
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<br />S'
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<br />l
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<br />6
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<br />13"
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<br />13'
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<br />45
<br />OR
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<br />13•
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<br />Ir
<br />tr
<br />13'
<br />13•
<br />8 1/2'
<br />W tlD►I
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<br />tr
<br />Ir
<br />13•
<br />Or
<br />TW [aotTOM)
<br />6 1/2•
<br />6 1/2'
<br />6 IJr
<br />6 1/2-
<br />6 1/2,
<br />tW%
<br />-
<br />6 Ile
<br />12 1/2•
<br />a Ile
<br />POP (purr..)
<br />>S-r
<br />10
<br />4 tn'
<br />t'
<br />4 t/z"
<br />a 1/2•
<br />-
<br />POP (TOP)
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<br />4 IJ2•
<br />• in'
<br />r
<br />r
<br />-
<br />m teorrDMp
<br />10 in•
<br />9 1/Y
<br />72'
<br />12'
<br />4•
<br />I (F6P)
<br />,r
<br />,r
<br />u•
<br />u•
<br />a 1/r
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<br />• SEE TABLE /1 FOR MAX. AS.D. DESIGN LOADS AT MAX. PAN! LENGTHS WHEN SPACER ® IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />MIL. A,S.O,
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS a t 7
<br />APPLIGBLE
<br />To
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<br />I7 ro-0'
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<br />7 1/2'
<br />7 1/2'
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<br />• SEE TABLE 01 FOR MAX. A.S.O. DESIGN LOADS 8T MAX. PANEL LENGHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ALLY TO ALTERNATE 2W ON SHEET 6
<br />rllelt.lt
<br />e
<br />AS-O- OESRB'1 LOAD
<br />WAMM NPANEL
<br />LENU
<br />40 PSF OR LESS
<br />6•-8'
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />W-10•
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE AMALE 0 OR PANEL MATE PLUS
<br />ANCHORS t W/ SPNpklktFr4 1/2- O.C,
<br />INSTALLATION L. pa: ai LIFE SAFETY:\ f/
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<br />it
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<br />3 MM
<br />12 1n
<br />11 1/2
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<br />2 1/2
<br />12 1J4
<br />-
<br />-
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<br />Or
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<br />5 (TOP)
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<br />11 1/2
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<br />6 1/1'
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<br />to 1/a
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<br />7 1/2
<br />5 1/2
<br />Or
<br />4 Vr
<br />I (TOP)~
<br />•
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<br />t4'-4'
<br />Or
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<br />9 1/2
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<br />9 1/2
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<br />13"
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<br />3`
<br />(TOP)
<br />F 1/2•
<br />Y
<br />a•
<br />6•
<br />r
<br />P
<br />a•
<br />4•
<br />4 1/2'
<br />3 1/r
<br />5 in-
<br />r
<br />4 (COP)
<br />r
<br />a'
<br />r
<br />r
<br />5 In•
<br />7 I/r
<br />(BOTTOM
<br />r
<br />r
<br />r
<br />5'
<br />a ,/Y
<br />7 I/2•
<br />MXW40
<br />U'
<br />Y
<br />13'
<br />43•
<br />,3•
<br />0 tn'
<br />tr
<br />f 1/2'
<br />Q 1
<br />T 1/2'
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<br />13•
<br />■IJr
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<br />Or
<br />Or
<br />to.
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<br />to'
<br />„'
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<br />1J•
<br />Y
<br />1]'
<br />TJ'
<br />tJ'
<br />9In'
<br />,3•
<br />0 ,n•
<br />0 t/2
<br />7 1/2•
<br />1r
<br />a /n•
<br />5 (eDTTaM)
<br />U'
<br />6 1/2
<br />rr
<br />Ir
<br />,Y
<br />/0'
<br />tr
<br />lo'74'/2,r
<br />m(wn
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<br />1r
<br />10 1/2
<br />it
<br />r
<br />Ir
<br />7•
<br />7 t/r
<br />S 1/r
<br />tr
<br />4 1n'
<br />a (TOP)
<br />,r
<br />r
<br />tr
<br />i]'
<br />1r
<br />a 1/Y
<br />Or
<br />a ,/2.
<br />9 t/r
<br />a tn•
<br />1r
<br />a t/2-
<br />61/1•at4a
<br />90IT.-
<br />alp'a1{•a4'1{-
<br />» SW II FOR MIO10119 TYPE ON 9PACNG I= 00otAAM1W IM 000D PME NIUIM=
<br />ONWAMM ANO10t1 SINOP= AM WO M WOE 0111110OU NE 0101041E6 ON HMS SO=" TOR ED
<br />LESS UNION 661O,/2D ON IIDIMM RMM M00111 IRMCNM N MAMYNC S M10 010EN OR
<br />SOEOIAL II Elf M Lmd WTm POP 1*0 OPVVMM 10 K ►OSSWL MOXCED SAXMI
<br />OiMfD too mm so" ILK K LMS TWIN MOWN SPA,PO P WWO FOR DO. ANCHOR TYPE
<br />ON 11N 9OEDtAL
<br />AIIOW WK
<br />1/JOY
<br />t/aY
<br />1/6•0
<br />,Uamm
<br />MRO•aVRvwmw
<br />us
<br />Cllx-M
<br />IO6NN AMOWR 9PACM10 CALL)
<br />3
<br />3
<br />3
<br />3
<br />2 1/r
<br />2 112
<br />yp ,pppp 6A3
<br />3
<br />3 1/r
<br />Y
<br />3
<br />3 Vr
<br />3
<br />OWDIIO BDoI WaOx
<br />3
<br />21/2•
<br />3 we
<br />3,/3
<br />3 1/r
<br />4
<br />AMOL M !2 ww
<br />FACTOR
<br />'Ir
<br />am
<br />tm
<br />•' SPACINGS OPAY VALM WHEN SPACER L USED. SEE T (I1 FOR MAX. K&D,
<br />DES" LOADS h MAX PANEL WHEN SPACER . USED.
<br />if 3' MAIL
<br />D.W(j). ="
<br />C�OFO _
<br />7Aii.i1
<br />A
<br />AU. 0lBIGtI U1mD
<br />L �PPANEL
<br />40 PSF OR LESS
<br />6'-W
<br />> 40 PSF To 50 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ONJ.Y VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS AT W/ SPACER AT 12 1/2- O.C.
<br />__-----ANCHORS (SEE SECTIONS t ALTENIATNES ON SHEETS 13. 14, 15 tt6
<br />R-IA/13. R-2A/13, R-S,/t4. R-19/13. R-21/13M R-39/14,
<br />R-1AW/15, R-2AW/15, R-3AW/16. 001. R-190/15, R-20W/16, R-30W/115.
<br />e e e e e 1
<br />r MAL
<br />i' MN.
<br />I
<br />W2
<br />/ 4Y-20M1• S.S. BOLTS It 1
<br />(USE Pat PPMMMMIX
<br />G'M
<br />OVER I.-S.)
<br />1 I REGULAR 570M1 PANM i I REGUIM STORM PANEL li , a'-i' W +4a0, -40.0 Pa r.
<br />________________ (W/ DOMAIN CND N11L Low" BOLT)
<br />1
<br />9 t
<br />-8• • f RM PANEL r +ao -54A LIFE SAFETY R P.A..
<br />1i
<br />i
<br />A (w/o
<br />aMDSA► tlM PANEL LENOnI BOLT)
<br />_ _ _ _. _ _ _ _ _ _. _ 119E 2ATT ALL rL"V M
<br />I S.S. Basis W�/.�E,�y
<br />AT EA O�
<br />i i I r f
<br />L
<br />-+ -- --- ---- - -- - -- - - - i �--- - iT iioY'p["s"�Y's'Fti6" --i -� -- ---• __-_ -+ - •- -i r
<br />TION •LIFE SAi'E1V V
<br />PANEL BOTTOM CORHEAa ` r' 0,
<br />, 24/
<br />`� Ma%
<br />1' NOW.
<br />-ONEPIAP- �-aaVEMAP�
<br />:
<br />WIND MR EXTERIOR
<br />LEFT PANEIt
<br />AT
<br />__ _ROOM PPAAM!
<br />3' 1 A i
<br />t INSTALLATIONS ONLY WAM FOR WIND
<br />R-IA/t3, R-2A/13, R-3A/14,
<br />R-16/13. R-2B/13. R-34/14,
<br />1' MICE
<br />SPEED UP TO 170 n.P,N.
<br />R-LAW/tS, R-2AW/13, R-3AW/18.
<br />R-10W/15. R-29W/15, R-3BW/1L
<br />--------- _. _..__._
<br />_.-_-._ANCMM (SEE SECTIONS a KTDIMTfA3 ON SHEETS 13, 14, 15 ttp)
<br />.-
<br />1/4• W2, GOP
<br />LIFE SAFETY STORM PANEL d) ELEVATION
<br />(t)
<br />WAUW
<br />' STORM PANEL
<br />2.W71 SCALE 1/4-1"
<br />(W D,FRIAP t LC- MLLFh
<br />REGULAR
<br />'•' S10W PAIL
<br />,
<br />i—^ 1
<br />IEOjip OOII%"
<br />jiKWIMo19 � '.
<br />— 'L-
<br />PANEL
<br />j(SEE EL
<br />ON sod
<br />�✓ L/2
<br />•®
<br />1/4•0 TAPCDN
<br />ANCHOR t 9. O.C.
<br />STAGGERED W/ STUD
<br />1".4' WOOD
<br />* _
<br />LIFE SAWPA * E FLORIDA
<br />BULLRING CODE Non Nigh VolocHfty Ift
<br />cons Zen•
<br />RL �F' rtORiD► � ' 'D" Mae
<br />EXTERIOR ss�
<br />24 CAGE GALVANUED STEEL SIM PANEL
<br />P'N
<br />•........:G�y\ONM
<br />N H IL E C O awe.
<br />PROTECTIOq PRODUCTS, �•
<br />N�WIL
<br />SECTION A —A
<br />tar 1w{ia R >M
<br />SCALE 1/1'-1' 1
<br />P.i1,. alR 4n-, � rN-1O1
<br />NOW 5••• 61 OPW
<br />e'"L FL As.
<br />PH POOL we-) Ma-iW FAN, WO)MM-Mm
<br />0-1
<br />0-1 5
<br />7 25
<br />G-OooMf,s
<br />Im iAL/WOMRYIWJW[ 4ai1p A /WlR A,. ►
<br />OWN"
<br />!Eli r M,• Law MW
<br />WMQT 12 d la
<br />� I
<br />I
<br />I 1
<br />1
<br />t
<br />6 r lI#I
<br />ff I � 'L• wut
<br />8• PANML LOWH
<br />SEE ELrAKrm
<br />ON DOME, 12)
<br />I
<br />1
<br />1 e•
<br />,
<br />.r
<br />Ea
<br />1 -
<br />L
<br />1 4'a TAPCpI REQUIREDtrO.C.
<br />SUA GERED W/ STUD
<br />-2.,4• WOOD
<br />PANELS
<br />�LLF
<br />WALL �j!!
<br />WALE 3/8-i'
<br />LDS:
<br />1, INSTALLATION ARE ONLY VAUD FOR A.S.D. DES"
<br />PRESSURE RATINGS (TO AND PANEL LENGT)15 AS
<br />PER ELEVATION ON SN IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTON: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />M
<br />TAPCON
<br />AO rD.0
<br />,1_,
<br />10 LJ
<br />'
<br />'
<br />--,--�
<br />•.
<br />PAIL Li3MTH
<br />(SEE arum ON
<br />t
<br />ON SWEET 12)
<br />1
<br />i
<br />1
<br />L/2
<br />t
<br />J2-'. N�/t
<br />I NOT LBO as
<br />L i -
<br />1 JOY TAPCON YA4"
<br />O.C.
<br />_' II
<br />SAiETYPANEL
<br />WALL MMUnkft
<br />A; Tl4/l
<br />\GENse '•A� FLMDA BUILDING CODE (9
<br />1 1
<br />I
<br />I
<br />I t
<br />1 I
<br />! X.,. a0.R__,
<br />I
<br />I
<br />r
<br />I i "r MAX.
<br />PANEL LEM M
<br />I (PEE ELVAT1011
<br />I _I ON DW 12)
<br />I-
<br />I
<br />OI
<br />I
<br />I
<br />I
<br />i
<br />I
<br />1tli�ieu u
<br />MITI a
<br />TAIN N
<br />1 0 9• D,C
<br />MMIM M A.S.D. DESIGN PRESSURE RATING (p.m f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SMEDU E FOR REGULAR STORM PANELM, INSTALLATIONS INTO CONCRETE A( CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL (D 1NSTALAfl0N5 AS PER SECTIONS 1 iHRU 6, ON SHEETS 4 8: 5)
<br />MIA1L A.S.D.
<br />PRESSURE
<br />((q..�C).
<br />MA116NM ANCHORS SPACING FOR JOIN E0. PER SCHEDULE 11CLON
<br />AP=
<br />MAxM11M
<br />LL W
<br />�R,)
<br />MOT. A.S.D.
<br />PRESSURE
<br />o
<br />MkW1AM ANCHORS SMCNO PON MN Ea PER SGIMAE BLOW
<br />• �I,C
<br />M9,XaRNN
<br />t1�7i6
<br />m)
<br />TAPCON
<br />SOl1D-sETFIMANX
<br />pt�
<br />7OEATOPPl1CNlL
<br />ZMAC-NW61
<br />CAUf-M
<br />a
<br />TAPCON
<br />SOUR -SEW
<br />FUMLE
<br />ID
<br />PIS
<br />HAWK-w"
<br />cmx-W
<br />W
<br />ID
<br />W
<br />ID
<br />ID
<br />W
<br />OF na
<br />W
<br />91&,r
<br />W
<br />ID
<br />ID
<br />W
<br />ID
<br />LION
<br />-a5
<br />To
<br />+75T-7513•
<br />11'
<br />is
<br />13'
<br />7r
<br />,Y
<br />,r
<br />,r
<br />1r
<br />,2•
<br />tr
<br />t0•
<br />I
<br />5,_r
<br />"OR
<br />LESSY
<br />+ TO
<br />H1!-7,aa
<br />1]'
<br />5•
<br />13•
<br />O ,
<br />Ir
<br />t I
<br />1Y
<br />a 1/2
<br />7 W
<br />6 1
<br />fY
<br />At
<br />i
<br />a•-r
<br />Olt
<br />LESS
<br />,r
<br />tt'
<br />it
<br />13'
<br />LV
<br />Ir
<br />Or
<br />Ir
<br />tr
<br />12•
<br />1r
<br />1r
<br />1 MOTrou)
<br />13'
<br />6 ,/r
<br />13'
<br />Ir
<br />Or
<br />9•
<br />,r
<br />9•
<br />IW
<br />7 1/r
<br />1r
<br />Or
<br />1 (11017061)
<br />is,
<br />it'
<br />,r
<br />13•
<br />Ir
<br />,r
<br />Ir
<br />Or
<br />Or+r
<br />,r
<br />Ir
<br />2 (TOP)
<br />tr
<br />r
<br />1r
<br />lot
<br />113'
<br />117 /r
<br />tr
<br />s 1/r
<br />,Jr
<br />s 1/2'
<br />Or
<br />4 , n
<br />2 Doh
<br />Or
<br />Or
<br />1r
<br />,r
<br />Or
<br />1r
<br />Or
<br />,r
<br />OY
<br />,r
<br />,r
<br />to'
<br />2 PKIII'M)
<br />Or
<br />r
<br />13'
<br />Ir
<br />1r
<br />ON In'
<br />7r
<br />9 In•
<br />o 1/2'
<br />7 Vr
<br />Ir
<br />4 I/C
<br />a (BO &i
<br />13•
<br />if'
<br />13•
<br />/Y
<br />tr
<br />it
<br />Ir
<br />Ir
<br />Or
<br />Ir
<br />Ir
<br />to,
<br />a (MP)
<br />7r
<br />7-
<br />1r
<br />Ir
<br />Ir
<br />9 1/Y
<br />Ir
<br />9 IJr
<br />10 t/2
<br />7 1/2'
<br />Or
<br />r
<br />3 (Tan
<br />2 1
<br />12 t/2
<br />5 1Ja•
<br />a 1/4'
<br />12 to
<br />/2 1
<br />-
<br />-
<br />e 1/,
<br />a 1/,r
<br />3 row
<br />-
<br />-
<br />I In
<br />2 I/2
<br />a 1/P
<br />6 t/t'
<br />2 t/2
<br />6 ,/4•
<br />-
<br />-
<br />6 1/4•
<br />a IJ4.
<br />3 (Wnw'
<br />DOP)
<br />3
<br />r
<br />B I
<br />Y
<br />3 1/2
<br />r
<br />4
<br />4 1/Y
<br />3
<br />6 ,J2.
<br />2 1/r
<br />4 (TOP)
<br />p•
<br />-
<br />e'
<br />-
<br />6'
<br />-
<br />5'
<br />r
<br />r
<br />-
<br />(BOTTOM)
<br />a'
<br />-
<br />• ,/r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />5In•
<br />-
<br />r
<br />-
<br />♦ (60TIOY)
<br />,r
<br />11'
<br />,r
<br />13•
<br />Tr
<br />tr
<br />Ir
<br />Or
<br />13•
<br />,2'
<br />,0•
<br />(EDP)
<br />,r
<br />a 1/2
<br />,3'
<br />it
<br />tr
<br />r
<br />1r
<br />rto'
<br />71/2'
<br />,r
<br />a•
<br />D (I'OP)is-
<br />T,'
<br />,r
<br />Ir
<br />Ir
<br />1r
<br />Ir
<br />Ir
<br />lr
<br />tY
<br />to•
<br />(10110M)
<br />tr
<br />r
<br />tr
<br />tr
<br />1r
<br />9 I/r
<br />!r
<br />9 I/r
<br />0 1/2
<br />11/2•
<br />Or
<br />e•
<br />S o10110�)
<br />13•
<br />11•
<br />Ir
<br />Ir
<br />it
<br />Or
<br />tr
<br />tr
<br />it
<br />tY
<br />P13r
<br />to,
<br />6 COOP)
<br />Ir
<br />a'
<br />tr
<br />o 1/2
<br />it
<br />a t/Y
<br />1r
<br />a I/Y
<br />7 1/Y
<br />6 1Jr
<br />tr
<br />4 T/r
<br />6 (TOP)
<br />_
<br />_
<br />6i/1'
<br />6 Ile
<br />6 / 4•
<br />6 1/a"
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />a (e0n!•)
<br />_
<br />-
<br />e Ip'
<br />8 1/4•
<br />a , e
<br />a 1 4•
<br />a ,/4'
<br />5 t 4'
<br />-
<br />-
<br />/ /p•
<br />6 ,/4'
<br />a ")
<br />tr
<br />7' in
<br />1r
<br />Ir
<br />Ir
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<br />Ir
<br />Tr
<br />It-
<br />6•
<br />a 1/2
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<br />TO
<br />5'-0'
<br />tY
<br />5'
<br />O3•
<br />o In
<br />Ir
<br />a I
<br />Or
<br />5 t
<br />7 1/r
<br />a 1
<br />,r
<br />4 , r
<br />, )
<br />>s•-r
<br />TO
<br />Y_6'
<br />7 1JY
<br />,Y
<br />Or
<br />,r
<br />10I/2
<br />Or
<br />10 1
<br />1 IJr
<br />a•
<br />r
<br />1 (807CGM)
<br />Or
<br />I IJr
<br />13'
<br />tr
<br />it
<br />91
<br />Ir
<br />9•
<br />tr
<br />7 ,/r
<br />it
<br />r
<br />I (son"
<br />,r
<br />7 tJr
<br />,r
<br />13'
<br />1 tr
<br />IO•
<br />,r
<br />to,
<br />1,'
<br />r
<br />Or
<br />6 1/2'
<br />2 (TOP)
<br />Ir
<br />a•
<br />Ir
<br />10 t/2
<br />13'
<br />9 Ilrj
<br />,r
<br />9 I12•
<br />7 In•
<br />5 IJr
<br />1r
<br />4 1/2'
<br />2 (TON)
<br />13•
<br />17 IJr
<br />Or
<br />IY
<br />1 ,r
<br />110 t/2
<br />Ir
<br />PIT Ilr
<br />I i IJ
<br />r
<br />1r
<br />71
<br />2 (80TIOM)
<br />Ir
<br />r
<br />13'
<br />,r
<br />1r
<br />9 1/2•
<br />Ir
<br />it T/r
<br />0 1/217
<br />In'
<br />it
<br />4 1/2'
<br />2 (80110Y)
<br />13•
<br />7 1,0*
<br />13•
<br />Ir
<br />Ir
<br />to in
<br />Or
<br />t0 1/2
<br />11 1/2
<br />s•
<br />1r
<br />r
<br />3 (TOP)
<br />tr
<br />7•
<br />Ir
<br />Or
<br />,r
<br />/ 1n•
<br />13'
<br />10 tn•
<br />to 1/2'
<br />7 1/2•
<br />Or
<br />r
<br />3 (LOP)
<br />2 i/r
<br />12 1/2
<br />5 t/4'
<br />8 1/4-
<br />12 1/2
<br />6 1/4'
<br />6 1/4'
<br />a 1/4.
<br />3 (1110110hl)
<br />2 1/2
<br />12 Ilr
<br />8 1/4'
<br />6 1/P
<br />2 Ilr
<br />6 1/4'
<br />6 1/4'
<br />4 1/4.
<br />3 (BOTIW)
<br />7 1/2
<br />3 1/2'
<br />a'
<br />r
<br />7 I/Y
<br />4'
<br />8•
<br />4 1/2•
<br />a•
<br />3 1/2'
<br />Y
<br />r
<br />4 io_
<br />Y
<br />r
<br />r
<br />S /n•
<br />r
<br />3 t/2•
<br />r
<br />4•
<br />4 1/r
<br />3•
<br />16 t/Y
<br />2 tn'
<br />4 (M-)
<br />Or
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />6-
<br />-
<br />6•
<br />-
<br />4 (e1a1TaM)
<br />Or
<br />-
<br />s I/Y
<br />-
<br />I•
<br />-
<br />or
<br />-
<br />5 in'
<br />-
<br />T
<br />-
<br />(BOCIOM)
<br />Or
<br />7 1/2•
<br />1r
<br />,r
<br />,r
<br />to rn
<br />Or
<br />10 In
<br />, t
<br />6'
<br />tr
<br />1 7'
<br />15 (LOP)
<br />Or
<br />a 1/2•
<br />6r
<br />13•
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