|
R7IIFlAI Fl1 II I' 'I � T T' 1i1l11IA11F •�� ��•-I'S11' q�ylr'9 I'j� 1 P �i'TF't .,'n ���I�h Ii�I��� I �' f � I I 1 I ' I� � I �'�_�' T�IA
<br />OR
<br />YwPKs„E 1 &
<br />1E E _: In•.
<br />WI�QE,peO�rM.R._'; PININ® 1 � E ,/.'{ . , 3/.• DIPCp' � Wn.
<br />A4�
<br />rAsW000 riME t_--4• OR® wo omm
<br />.c,ADDS 2• 1 2'. r I o66•AW
<br />aff
<br />r MOL K< L ctTeMr
<br />ALIAL A E ON
<br />i �1.. IETK AWN. eon NIA[A.(„7.)µ
<br />14
<br />�_ J M- GAP
<br />KOM •''•D' an
<br />H !TOPE FIINE
<br />2'. r . w3. 3100 N-,s�
<br />a0e'To AUDI ODW. MAY.
<br />'�
<br />ANtE WHO I/r/ . t 3/4•
<br />10 'J
<br />IA►OON . 1 ,•
<br />A.rf AINEI;
<br />41/. a►
<br />LID LorATEM
<br />SOARED OWIWIE ODIDEIi__-_.
<br />SUICK 01 :%. /Soo F1,AIE
<br />OLOURM
<br />1/4• P 6011E r ..07r
<br />W/ w n OWL N� a� n KIOr
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN)
<br />SCALE 1/4•-1- SCALE 1/4--1SALE 1/4•-l'
<br />1I10RAIPA� ,
<br />CaktwrL callcitm
<br />on re ram no"
<br />a - LO.IDWANCE
<br />CASE E (PLAN)
<br />SCALE 1/4 .1
<br />CASE F (PLAN)
<br />SCALE 1/4'-I'
<br />CASE D (PLAN)
<br />SCALE 1/4'-1"
<br />GAS! U IrLANI
<br />�•\G�1.1
<br />MALS) FOR DIRECT MOl1NT MTALLATN7M PRYCOMFIED PANEL INSTALLATION AT WALLS W/
<br />AY, LSURFACE LM MARhMS wMem 3/4•
<br />(VALID ONLY FOR PANEL(1DINSTALLATIONS AS PER ALTERNNTiVES 1W THRU 4W, ON SHEETS 6 t 7)
<br />VAXD.
<br />DOW
<br />RA7rlc PRESSURE
<br />MAXIMUM ANCHORS SPAC•D MR F.D. - AS SWW ON SN6'ElV 6 t 7
<br />AI1Pl1GA6LE
<br />70
<br />t ANY
<br />OF
<br />PANEL
<br />rN
<br />LEIV
<br />(tea
<br />TAPCON
<br />LAO SCREW
<br />PAI[LM11E
<br />FEMALE 0
<br />►AtEUA[
<br />PLUS
<br />wO ouy«p
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />r
<br />IT
<br />IT
<br />13,
<br />IT
<br />IT
<br />tr (Wffo o
<br />a I/
<br />s 1/2's
<br />lIr
<br />6 lIr
<br />a 'A.
<br />(Wry
<br />61/4"
<br />121/2'
<br />61/4
<br />(SOIL.•)
<br />a'-o'
<br />on
<br />r
<br />e
<br />e'
<br />e'
<br />-_
<br />(
<br />um
<br />-6'
<br />a (IDTlaO
<br />IT
<br />,3'
<br />13'
<br />t3'
<br />13'
<br />(TOTh
<br />OR
<br />LOS
<br />IT
<br />IF
<br />13'
<br />13F
<br />IT
<br />oDnOM)i
<br />IT
<br />13'
<br />13'
<br />S 1/2•
<br />r (Wry
<br />IY
<br />IT
<br />13•
<br />IT
<br />a'
<br />Ir (alRtw)
<br />>6'-0•
<br />TO
<br />e 1/2'a
<br />1/2'
<br />a ln•
<br />a lIr
<br />a tn•
<br />(Dry
<br />-
<br />-
<br />S 1/4•
<br />12 1/2'
<br />a ,/a•
<br />omO -)
<br />4 1/2'f"
<br />a In'
<br />4 1/2*
<br />4 1n'
<br />r
<br />r
<br />SIR
<br />to 1/2-
<br />N I/r
<br />a
<br />,r
<br />(1Dry
<br />IT
<br />IT
<br />1 13•
<br />1 a , 2'
<br />• SEE TABLE 01 FOR MAXS.D. DESIGN LOADS t LAX. PANEL LENGTHS ,N4£N -SPACER IS
<br />A.S.D. I
<br />USED. OORRESPONOMO ONLY To ALTERNATE 2W ON SHEET 6
<br />1
<br />a
<br />2XaFIM4•.1
<br />-.:-
<br />M
<br />1
<br />AWN. A.S.O.MAIOMJM
<br />Do"
<br />PRESSURE
<br />RATING
<br />ANCHORS SPA4a0 FOR EA - AS SlOMI ON SHEETS 6 is 7
<br />APPLICABLE
<br />EMMEM ID
<br />t ANr
<br />or ,FTDI
<br />PAIEL
<br />UENM
<br />(1L)
<br />TA OW
<br />LNG SCREW
<br />PA EUKIE
<br />F06ME D
<br />PANEIIMTE
<br />PINS
<br />WOOD wl6NM0
<br />IT
<br />1r
<br />IT
<br />IT
<br />IT
<br />1r
<br />IT
<br />IT
<br />13•
<br />IT
<br />r
<br />Ir (60DOM)
<br />6 1/r
<br />a 1/2•
<br />6 In•
<br />a 1/2-
<br />a In.
<br />(Wry
<br />-
<br />-
<br />6 1/4-
<br />12 1/2-
<br />6 ,/4'
<br />/6oR!)
<br />r
<br />I lIrt
<br />a
<br />-
<br />l,•ry
<br />LDS
<br />7 1n•
<br />v
<br />r
<br />M'
<br />-
<br />313 (aoLmLO
<br />13•
<br />IT
<br />7r
<br />IT
<br />IT
<br />(LOP)
<br />s % -45
<br />+75ae
<br />IT
<br />IT
<br />13•
<br />IT
<br />17•
<br />1r
<br />IT
<br />IT
<br />IT
<br />to
<br />rcmm
<br />IT
<br />13"
<br />IT
<br />IT
<br />6 1/4•
<br />IS. (aOT1ON1)
<br />e 1/2'
<br />a ,/r
<br />• In•
<br />6 1/2
<br />• to
<br />I*
<br />-
<br />-
<br />6 1/4'
<br />121/2,
<br />6 1/4•
<br />"ff.)
<br />>r-r
<br />4 tn•
<br />r
<br />7 1n1/2*•
<br />7 ,•
<br />DOT')
<br />ram•
<br />a•
<br />a
<br />a
<br />r
<br />-
<br />]r MmLi)
<br />u•
<br />,:
<br />,r
<br />13•
<br />1/2*1/2'•
<br />5 ,•
<br />(7Nry
<br />,r
<br />,r
<br />a
<br />,r
<br />10•
<br />• SEE TABLE /1 FOR 1A/X A.S.D. DESIGN LOADS r MAX. ►AHED LENGTHS WHEN SPACERIS I
<br />USED, CORRESPONDING ONLY 70 ALTERNATE 2W ON SHEET 6
<br />7YIiJ,1,
<br />•
<br />A -SA Do" LDAD
<br />�TMPA CI,
<br />40 PSF OR LESS
<br />6'-a'
<br />> 40 PSF TO 50 PSF
<br />6'-2•
<br />> SO PSF TO 60 PSF
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />PANEL MATE 0 OR PANEL MATE PLUS
<br />ANCHORS k W/rIM:4Nj,�1/2' O.C.
<br />L • • 1 • . :j 31 j 4ffil: • L : •.
<br />own, IENOM
<br />(SEE EL21Ia0N
<br />ON SHEET 12)
<br />(1 L/2
<br />I _
<br />REOLOW. Km I M N W&MIX.. .. ... I --J
<br />. ...
<br />t/4•. IMNCtMIiE / _
<br />SEEswom16 a is Pa NCHM TYK f oYw1D me
<br />NRNMTOK WM Rom MAW[ IUVOW
<br />MNMM ANDHON SP O W AND VIEW mK OGVAW
<br />AM a1mma al no ltmo L no ED. LEK Tom
<br />MOM ON SOMA! MOAT AIDW !PIONS R
<br />MATPLTOO NFNMm •Ie1N ON aaDULe 6r tK
<br />toW01MO ACT= no 11a OPVOJ M W K
<br />om m wwm 06OWm Usm FALTOR OWL NO K
<br />un THIN ammo SPACING nowdiD FOR SOON AIs m
<br />TYPE ON TIw er.1OlAL
<br />141
<br />1410
<br />AID=m
<br />WON
<br />M OM Mae WNW
<br />a
<br />a
<br />.;;";Sow 4rL.M W
<br />,
<br />3
<br />a
<br />a 1/2
<br />arrrsaet tl4rrM 61,M 64
<br />GONE KK oa
<br />M01P1
<br />me
<br />-
<br />.. I yr
<br />ut
<br />-
<br />--'' __3 r .—
<br />_SOW
<br />,. N
<br />3,
<br />-
<br />WALL
<br />ICAE 3/4
<br />A-
<br />EA•
<br />txlslINo POU�j c D •
<br />REoukvm
<br />I
<br />t
<br />'
<br />I
<br />1. lax
<br />romm WIDTH
<br />I
<br />121
<br />_T_ .
<br />1
<br />=
<br />�1
<br />ON SHIQT
<br />I j
<br />I
<br />f
<br />� .
<br />1
<br />t
<br />�
<br />... I- __
<br />BUILDING
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL MiNSTALLATION$ INTO CONCRETE k CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(DINWALLATIONS AS PER SECitONS 1 THRU 6. ON SHEETS 4 t S)
<br />MAX "D.
<br />PItEMUIIIE
<br />(Px
<br />MAN6aw AUMM SPACING FOR Mel LD. PER SOIEDME tMO.Ow
<br />4"I"E"G E
<br />MNNa1W
<br />l�l
<br />)
<br />MAX. AEA.
<br />PRESSURE
<br />(�
<br />MAOMM *New= SPA4211G FOR mod E.D. PEA SOITDIRE MELOr IP
<br />/PPWASU
<br />IIARIIW
<br />IEPM M
<br />00
<br />TMOON
<br />eDltl-SET
<br />FAIRK�
<br />7AMO-NALIN
<br />CALK-M
<br />t
<br />TMCOII
<br />SOLD -SET
<br />0
<br />PLUS
<br />taw-Nmm
<br />CHIN -el
<br />t ,,
<br />W
<br />m
<br />amom
<br />m
<br />W
<br />Wmicar
<br />OF 11M1OMMOUMM
<br />m
<br />q
<br />W
<br />IS
<br />W 7fIDP
<br />OltLEu
<br />IT
<br />IT
<br />1r
<br />IT
<br />IT
<br />13•
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13•
<br />,
<br />6,�,
<br />a
<br />uaa
<br />+4a�-4s
<br />+ss -se
<br />IT
<br />13•
<br />IT
<br />Or
<br />13'
<br />IT
<br />IT
<br />I]"
<br />IT
<br />1r
<br />,r
<br />t ,
<br />i
<br />e,�-
<br />OR
<br />�•
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />it
<br />IT
<br />1r
<br />IT
<br />,r
<br />IT
<br />1 (ao"Oho
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13'
<br />IT
<br />it
<br />IT
<br />I, I/2
<br />1 (GonoN)
<br />IT
<br />IT
<br />1r
<br />IT
<br />IT
<br />IT
<br />,r
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />2 (Nlry
<br />IT
<br />IT
<br />13'
<br />IT
<br />IT
<br />IT
<br />it
<br />tr
<br />IT
<br />IT
<br />13'
<br />,1 In
<br />2 (TOP)
<br />IT
<br />IT
<br />IT
<br />13,
<br />IT
<br />IT
<br />IT
<br />IT
<br />O'
<br />IT
<br />IT
<br />IT
<br />2 (WITOW)
<br />it
<br />1r
<br />1r
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />/r
<br />I3'
<br />1 1/2
<br />2
<br />IT
<br />IT
<br />it
<br />IT
<br />IT
<br />IT
<br />IT
<br />1r
<br />IT
<br />Ir
<br />IT
<br />IT
<br />3 (TOP)
<br />IT
<br />IT
<br />lr
<br />IT
<br />1r
<br />IT
<br />IT
<br />IT
<br />1r
<br />13'
<br />13•
<br />t 1/2
<br />3 (mP
<br />12 ,
<br />2 ,
<br />6 1/4'
<br />6 I/r
<br />2 ,
<br />12 1/2
<br />-
<br />-
<br />f 1/4.
<br />6 1/4'
<br />3 (ao1TOAO
<br />-
<br />-
<br />12 1/2-12
<br />1n
<br />a / 4•
<br />• ,/ 4
<br />2 I
<br />2 In
<br />-
<br />-
<br />• ,/ a•
<br />a + a
<br />/
<br />3 (aalan0
<br />r
<br />r
<br />r
<br />a
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />a-
<br />7 tn"
<br />4( )
<br />W
<br />6 1/2-
<br />S'
<br />r
<br />r
<br />6 I -
<br />r
<br />7 +/r
<br />r
<br />w
<br />r
<br />r
<br />+)Tory
<br />r
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />a'
<br />-
<br />OaD11oM)
<br />a'
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />e•
<br />-
<br />e•
<br />-
<br />4 DIOTW
<br />-1r
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />ION•
<br />IT
<br />IT
<br />(HOP)
<br />,r
<br />Ir
<br />IT
<br />W
<br />s•
<br />IT
<br />IT
<br />IT
<br />,r
<br />it
<br />1r
<br />111/2
<br />ooP)
<br />1J•
<br />1r
<br />/r
<br />13'
<br />,Y
<br />13'
<br />,Y
<br />13•
<br />,]'
<br />A'
<br />Ir
<br />13'
<br />6 MT04
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />..IT
<br />13•
<br />IT
<br />„ 1/3
<br />s onnoM)
<br />ti•
<br />13'
<br />IT
<br />1r
<br />Ir
<br />IT
<br />7r
<br />IT
<br />13'
<br />,]'
<br />1]'
<br />tr
<br />6 LAGS)
<br />tr
<br />IT
<br />or
<br />IT
<br />IT
<br />IT
<br />IT
<br />1r
<br />IT
<br />,r
<br />IT
<br />11'1/2
<br />6 (TOP)
<br />t/4•
<br />a , r
<br />i t r
<br />a 1/+"
<br />1/4'
<br />6 1/4-
<br />6 »
<br />-
<br />-
<br />6 I/e
<br />e 1/4'
<br />4 1/r
<br />6 , V
<br />-
<br />-
<br />-
<br />-
<br />1 I r
<br />e , r
<br />e
<br />tr
<br />S%
<br />IT
<br />to ,
<br />Ir
<br />r
<br />IT
<br />7•
<br />7 1/2
<br />a ,
<br />1r
<br />4 ,
<br />1 (TOP)
<br />>W-e
<br />10
<br />W-4-
<br />13•
<br />r
<br />or
<br />IT
<br />IT
<br />e i
<br />I
<br />a ,
<br />6 ,/r
<br />6 1/:
<br />IT
<br />a ,
<br />,
<br />,r-r
<br />To
<br />•'-••
<br />IT
<br />r
<br />IT
<br />IT
<br />IT
<br />• 1/2
<br />IT
<br />a to
<br />10 1/1
<br />7 1/2
<br />IT
<br />r
<br />1 (a0T10A0
<br />IT
<br />7 ,/r
<br />IT
<br />IT
<br />IT
<br />,r
<br />IT
<br />to'
<br />„•
<br />r
<br />IT
<br />6 ,n•
<br />1001TOM)
<br />1T
<br />v
<br />IT
<br />,o ,
<br />IT
<br />r
<br />IT
<br />r
<br />7 1n
<br />a ,n
<br />IT
<br />4 1/r
<br />2
<br />IT
<br />v
<br />IT
<br />IT
<br />13"
<br />a ,n•
<br />1r
<br />6 1/r
<br />N 1n•
<br />6 In•
<br />IT
<br />S ,n-
<br />2 (TOP)
<br />IT
<br />r
<br />IT
<br />IT
<br />IT
<br />6 1/2
<br />IT
<br />a 1/2
<br />to to
<br />7 1
<br />IT
<br />a lIr
<br />2 ownw)
<br />IT
<br />7 I/r
<br />IT
<br />IT
<br />IT
<br />Ir
<br />IT
<br />1r
<br />1t•
<br />r
<br />IT
<br />a ln-
<br />2 (WTMM)
<br />ION•
<br />r
<br />,r
<br />IT
<br />13•
<br />6 1/2
<br />/r
<br />a 1n
<br />10 to
<br />7 In
<br />,r
<br />a 1n'
<br />3 LIDS)
<br />IT
<br />7 ,/r
<br />IT
<br />a
<br />IT
<br />,r
<br />IT
<br />,r
<br />„
<br />a'
<br />IT
<br />s 1n'
<br />s (10►)
<br />-
<br />-
<br />12 In
<br />12 /
<br />0 1/4'
<br />a 1/4'
<br />2 in
<br />6 1/r
<br />-
<br />-
<br />a 1/.•
<br />s 1/4'
<br />3 (a0T10M)
<br />-
<br />-
<br />2 1/2'12
<br />1
<br />6 1/4'
<br />6 1/r
<br />2 1
<br />12 In
<br />-
<br />-
<br />e 1/4•
<br />6 1/4.
<br />3 D1 MM)'
<br />r
<br />r
<br />a•
<br />a ,n,
<br />r
<br />3 we
<br />r
<br />4'
<br />4 1/2•
<br />r
<br />6 1/3'
<br />r
<br />4 (10►)
<br />7 In-
<br />3•
<br />r
<br />r
<br />r
<br />4•
<br />r
<br />4-
<br />4 I/Y
<br />3 I/e
<br />a In'
<br />3•
<br />4 (TOP)
<br />e'
<br />s
<br />S.
<br />e
<br />a In•
<br />7 1/r
<br />(aC711 Q
<br />r
<br />r
<br />_
<br />r
<br />r
<br />6 In'
<br />7 1/r
<br />4 P TO O
<br />IT
<br />r
<br />AT
<br />IT
<br />IT
<br />a /n•
<br />IT
<br />s 1/2'
<br />!0 In
<br />7 t/Y
<br />,r
<br />e'
<br />(Cory
<br />13•
<br />a I/r
<br />IT
<br />IT
<br />IT
<br />IV
<br />IT
<br />to"
<br />it.
<br />r
<br />IT
<br />a In•
<br />a (TOP)
<br />13'
<br />r
<br />IT
<br />13'
<br />tr
<br />• tn•
<br />IT
<br />6 In•
<br />a 1
<br />f ,n•
<br />,r
<br />a In•
<br />(MonoM
<br />Ir
<br />6 l/2'
<br />IY
<br />W
<br />Ir
<br />1r
<br />Ir
<br />Io•
<br />n'
<br />r
<br />,3•
<br />a 1/r
<br />(••,,a�
<br />13•
<br />Y
<br />IT
<br />,0 , :
<br />1J•
<br />T
<br />it
<br />r
<br />7 1/2•
<br />a 11r
<br />Ir
<br />4 11r
<br />s glory
<br />Ir
<br />e'
<br />1r
<br />Ir
<br />13•
<br />a 1n'
<br />13•
<br />a , Y
<br />11/r
<br />{ 1/r
<br />13•
<br />6 In`
<br />• fTory
<br />f 1 4•
<br />61 4'
<br />61 4'
<br />a MOTT.»
<br />a l 4•
<br />a,/4•
<br />• t 4'
<br />6, 4'
<br />-
<br />e l 4'
<br />611'
<br />e(aOR.»
<br />Na SAW It I N A DO M fill A,IPPCN1WHO I= 81110 " O MM rNM� 8URMW
<br />• I•MNIM ANDIOR 6ACNN AND wmm am Down AK tDOA1m ON 1" /010311►E I= ED.
<br />LIES THIN MOM ON WOW" MOAT ANCHOR OACND W MA1.L16S OPPO60 SHOW ON
<br />O>OML a M POLLO 04 FACTORS. FOR TIN 0011MA M W K POarIM. KAUCED 1PMC04
<br />ooma Una ALCOR OMLL Nor K LM MW M" NN WOCK lcw;D FOR DISH AMba' TYK
<br />ON Dw 1aHmMt
<br />M11
<br />ts,naD
<br />3AtaID•+IM6'
<br />12iR-N
<br />MIMN AMOOR vwm
<br />3
<br />:!3:
<br />3
<br />3
<br />3
<br />2 ,/r
<br />3 '/R
<br />A6IR66IM w IN
<br />a
<br />.3 '/r
<br />r
<br />a
<br />A ,/r
<br />a
<br />ORrA110101=1 Rml
<br />a
<br />a Ili
<br />1 3 /K
<br />1 3 1/1
<br />a t/r
<br />AORW: m E/m0Q
<br />FACM
<br />1.04
<br />3 ,
<br />Im
<br />tW
<br />-
<br />,.N
<br />•• SPACINGS ONLY VIVWID WIiN SPACER IS LAID. SEE /1 FOR 1MX. AA0.
<br />DEM LADS t MAX taANEI WHEN SPAM IS USED. '
<br />71�C11
<br />A
<br />ASA DESIGN LOAD
<br />LlNQINMAXIMPMRL
<br />40 PSF OR LESS
<br />6'-6'
<br />> 40 PSF 70 50 PSF
<br />6'-2•
<br />> 50 PSF 70 60 PSF
<br />51-10•
<br />A MAX. PANEL LENGTHS ARE OW VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS A W// SPACER AT 12 1/2. O.C.
<br />_ .—_AMCH= (SEE SOCI,OW t ALTOMATNEB ON SNQ7S 13. 14. 15 W61-- ----
<br />3; '. R-IA/13, R-2A/13. 1-3A/14. R-18/13. R-2B//3. R!i/14, 3"
<br />D.M.. '-Not' R-IAW/15. R-2AW/15. R-3AW/16. R-1RW/(6, R-2YW/13• R-3111W/16. ,•
<br />Q'
<br />0 0 0 0 0
<br />L%2
<br />, 4'Y-20.1• S.S. boLTS wA9
<br />6 (USE FOR PANEL LENGTH I IIEL�LDSM
<br />Eli � OVER r-67 1
<br />1 PA
<br />STORM� _ ;M
<br />i IREWWI 1+NL I I RED" PANEL 14 '� ! r-r • +44A -40.0 P.R.F.
<br />-6
<br />olnw MID PANEL IENGIN 60l /
<br />LIFE PANEL A. 4.0 "J.
<br />Ti
<br />r-W • +SO
<br />(wro "L* MD EN14 Um" 60.n
<br />r s s w - i- + wE ► PANEL 3 LEDGN
<br />11 ) ti i
<br />I _ .�.. - - j- ' ATt ALL MOUIIINALS
<br />AT
<br />---' � r _ _- - r-—,--,� I
<br />- -- `I 1
<br />-r - 1 - r
<br />I I )I 1 • T'6 TroN • LIFE Swm I G'
<br />I ,
<br />D.M-�3 .
<br />OVEIRIP
<br />or O IM10 NUT AT 7EXTERIOR 6� , —WNIO NUT AT
<br />EFT
<br />MIx. LPANEL NOM PANCL r ~ t INSTALLATIONS OFAr rAL10 FON MMD
<br />11 MN. R-1A/13, R-2A/13. R-3A/14. R-15/13. R-2B/13. R-3B/14. ,• MN.I lPEm UP TO I7o In.P.R.
<br />R-tAw/Ts. R-2Aw/Ts. R-3Aw/1a. a-TBW/LAST R--N/1S. R-31W/16. p
<br />-___.ANCHORS (SEE SECTIONS t ALYU M7r4U ON SHEETS 13, 14, 15 tN)--.--------------- --. __ ._.__._.-I
<br />,p• MAX GAP
<br />LIFE SAFETY STORM PANEL n ELEVATION (t) (`
<br />2.aa7' SCALE 1/4--1
<br />1r - STORM PANEL (r1 0~ -1 ow 1611" r "- SSEiow PANEL
<br />CIAO I �i
<br />TAIL OAS1 T-.•. I
<br />_Ara-a:a :ai
<br />AYE SAW PANEL ' # FLDIROA
<br />SUILDIN I CODE Non Mph VVi Nu
<br />Done Zwo
<br />%)�QR °E�s.•ORIO► .rv'LQ •w••xTuO Aa
<br />/ .....
<br />1L EC O Era.
<br />24 GAGE GALVANIZE= STEEL STORK PANEL
<br />rI'
<br />ORAw er
<br />PROTECTION PRooticts, �•
<br />r0,1114
<br />SECTION A —A
<br />SCALE t/a•-,• / 'Ea �: ata' e'-.N'
<br />Ore ea. 61 ewer
<br />HAIL ti ' Z
<br />Ras: a64Nr-Iw rAM Lw4)1K•ae7
<br />20-175
<br />►L K/t/NOMn/E/OME VIP'
<br />arr6M rN
<br />O6I tt A q
<br />INSTALLATION DETAILS FOR LIFE SAFETY
<br />INTO WOOD STRUCTURES
<br />PANEL in
<br />1N*Aoor ` � .-: .. wpOD HEADeN \ r I
<br />11EOlNRED 1ROIlNWD
<br />.;wm „rAOEe
<br />•�j'
<br />WOOD�I4EADEN
<br />1�L11
<br />/Y
<br />,//41 TAPCON , ,Y 1'11PC011
<br />L►iC11pI1 r )
<br />1 ,1 TAPCON
<br />P IMOII
<br />1 SOY TAP00N
<br />• oa • •• O.C. j
<br />• r O.a
<br />• a• O.C.
<br />711
<br />xe
<br />I I I I
<br />�
<br />O
<br />'
<br />N
<br />e
<br />1 IY .,0.1• I � _ _� � :: -, -. /i 7 -' d Y � I �
<br />1 1/s•.-101' i
<br />N
<br />//�1h1• i
<br />OLA6a T
<br />.._..�_.-
<br />_/ d M E1f611frj�
<br />i/ - -
<br />SALE i
<br />.
<br />N
<br />R�411N OK 7'•e•) j t.l'--_:_/1a1
<br />UMTH
<br />1•;
<br />MAL
<br />P�oom
<br />1L.INA,PANEL
<br />(A1�PIAQ
<br />I
<br />(suE
<br />LENGTH ON F
<br />1 ON sNEET mj N I 1 I
<br />AEL04TH
<br />_ i I oN 91lEr ,2)
<br />e
<br />$,2)
<br />I
<br />•
<br />I
<br />, e ,' MR
<br />1
<br />p�'�
<br />--� a ,• Mn H - i I ! N TO O,ASf.
<br />,
<br />1 -. ._.{; 1 i j
<br />,• wn.
<br />- L4J
<br />e M OACS.
<br />2
<br />N
<br />' IL/2
<br />��
<br />1
<br />N--ILPARAION ,
<br />TO CLASS.
<br />'
<br />IS
<br />_, I L,
<br />I
<br />I ,
<br />4 i l
<br />1 I I
<br />1, '
<br />i�jlwoz_
<br />m w
<br />>,
<br />Ili
<br />- 1 41 TAPCGN -� L. I III -)/11 TMLOIHa'r•O '�1
<br />ANCHOR • V C.C. NRCOR • r O.C. r-
<br />STAMM W/ SCUD "� ; �, tTADOENFD W/ vw I"I � ; � �
<br />41 iAPCON 2i4'
<br />• r o.e. PLATE
<br />PLATE
<br />oa
<br />-AMCl14DI G.C.
<br />, IMODD 1< rz '
<br />REOAARLo
<br />WAU AaD
<br />lYi
<br />ND LL 3 -, • N. r)/ 4 .l
<br />f
<br />WALLNONE 3 -,
<br />UFE'EiT!*r OVA_
<br />u__cl
<br />!"
<br />iIM
<br />/. INSTALLIL7ION ARE ONLY vAuo FOR wS.O. DESIGN .44167 ':
<br />PRESSURE RATINGS ;i&? AND PANEL LENGTHS AS
<br />PER LD.EVIA7a7N ON SHEET is 4 STATE -_..--
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD P'. i
<br />FLOR(OA BUILDING CODE Men fth VIAhiefffty NMMeone Z4NM
<br />.eo» xIIDA 3,e. 24 UK GALVANIZED STEEL STORM PANEL WAN W.
<br />pa�yyrOS a�
<br />IL ECO.... '•Yt Uc• ew
<br />MEMBERS TO RE SWR£RN PINE No 2, W/ SPEMOC O,c' �ORIOF,•' •1.vZ<7
<br />N. ,r - A4/w
<br />NRr:SM
<br />tiii33u
<br />si'......•
<br />DENSITY OF 035 0R EOLML
<br />'•� • �4M. -,a
<br />wMNO t1e4N6a-7w.
<br />rag: OU)NO-ow 2O-i7S
<br />w♦ NWr•N•
<br />a a6wtuffi
<br />R A XI1T i.. Pt
<br />• NM 10 OFa
<br />(VALID ONLY FOR PANELQl INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 44 S)
<br />wx A S D.
<br />PRESSUR[
<br />MAXIMUM ANCHORS SPACING TOR MIN E0. POI 7CIIm1AE KUYIN 411,
<br />AFPtIAMLE
<br />MVIMItN
<br />(
<br />MAX, ASA
<br />Des"
<br />PAnviE
<br />IRM1
<br />M4WANCHM SPACING FOR INN E.D. PER SCNlOLAE KLOW
<br />APPLICABLEDESIGN
<br />NUt6NRI
<br />PARL
<br />M
<br />7NCN
<br />CIN
<br />TP
<br />S-S
<br />LIMA-NASA
<br />GNIhNt
<br />,PANEL
<br />OMMPW=Loom
<br />or ILS
<br />mW
<br />W
<br />W
<br />„�)
<br />>+w -ae
<br />to
<br />+76.-7D
<br />q'
<br />n•
<br />IT
<br />13•
<br />IT
<br />lr
<br />13•
<br />,3'
<br />tr
<br />,r
<br />tY
<br />IO'
<br />1
<br />6'-•
<br />OR
<br />�•
<br />•-t•
<br />41/a-1166
<br />1'
<br />3
<br />a'
<br />1'
<br />]
<br />O 1
<br />H'
<br />6 1
<br />1r
<br />6 1 n
<br />7 1
<br />a ,
<br />tr
<br />4 1
<br />1
<br />a.�.
<br />ON
<br />�•
<br />IT
<br />n•
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />tr
<br />Ir
<br />+ Ow"W
<br />IT
<br />6 In'
<br />IT
<br />IT
<br />,r
<br />r
<br />IT
<br />V
<br />to'
<br />7 I/r
<br />IT
<br />r
<br />I DPmGN)
<br />u•
<br />„•
<br />,r
<br />,r
<br />+r
<br />,r
<br />+r
<br />u•
<br />u•
<br />+r
<br />,r
<br />,r
<br />2
<br />lr
<br />e•
<br />lr
<br />o+
<br />IT
<br />s1 /r
<br />,r
<br />s,
<br />7 tn'
<br />/
<br />a n'
<br />+r
<br />41 -
<br />n
<br />Ir
<br />1'.
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />it
<br />1r
<br />1r
<br />2 (MOTION)
<br />IT
<br />r
<br />IT
<br />13•
<br />IT
<br />6 1/2•
<br />IT
<br />6 1/Y
<br />10 I/r
<br />7 112'
<br />IT
<br />6 llr
<br />2 00"MO
<br />+r
<br />„
<br />IT
<br />1r
<br />IT
<br />u•
<br />w
<br />IT
<br />,r
<br />,r
<br />w
<br />,o
<br />s
<br />Ir
<br />r
<br />Ir
<br />,r
<br />Ir
<br />• In•
<br />+r
<br />6 ,/
<br />o ,
<br />7 ,/a•
<br />Ir
<br />r
<br />-
<br />-
<br />2 1
<br />12 I
<br />a ,/r
<br />6 1/*-
<br />2 ,
<br />It 1
<br />-
<br />-
<br />6 1/4•
<br />0 1/4.
<br />3 (aof101O
<br />-
<br />-
<br />2 1/2-12
<br />1/2
<br />6 ,/4-
<br />6 1/4-
<br />12 ,
<br />6 1/4•
<br />-
<br />-
<br />s + r
<br />I I/,•
<br />3 0,m,a9
<br />r
<br />S'
<br />r
<br />r
<br />r
<br />s'
<br />r
<br />I lIr
<br />r
<br />r
<br />r
<br />4 1n•
<br />4
<br />7'
<br />r
<br />r
<br />e ,n"
<br />r
<br />3 1/2'
<br />r
<br />a•
<br />4 I/r
<br />r
<br />6 t/r
<br />2 I1r
<br />♦
<br />r
<br />-
<br />6'
<br />-
<br />r
<br />- _ --
<br />r
<br />r
<br />r
<br />-
<br />r
<br />-
<br />(eorw
<br />6'
<br />-
<br />• 1n•
<br />-
<br />r
<br />--
<br />.%
<br />-
<br />a tn•
<br />-
<br />r
<br />-
<br />ONITIO1)
<br />IT
<br />1,'
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13•
<br />Ir
<br />13'
<br />IV
<br />a
<br />Ir
<br />s ,/r
<br />IT
<br />Ir
<br />I
<br />r
<br />IT
<br />r
<br />1r
<br />7 In•
<br />13'
<br />4•
<br />a (TOP)
<br />IT
<br />1t'
<br />IT
<br />IT
<br />13'
<br />1r
<br />IT
<br />IT
<br />IT
<br />,r
<br />13`
<br />to,
<br />a MOTION)
<br />- IT
<br />r
<br />IT
<br />IT
<br />,r
<br />a Wr
<br />IT
<br />• ,n•
<br />o ,
<br />7 1/2•
<br />IT
<br />6_
<br />6 OMMM)
<br />u
<br />i;•
<br />,r
<br />+r
<br />,r
<br />13•
<br />,r
<br />/r
<br />a
<br />+r
<br />a
<br />it
<br />a
<br />IT
<br />_
<br />W
<br />IT
<br />10 ,
<br />IT
<br />s ,/r
<br />IT
<br />a 1/r
<br />7 ,n•
<br />a In'
<br />13•
<br />4 In•
<br />6 (1oh
<br />_
<br />_
<br />it/4
<br />s 1/4'
<br />a , s•
<br />i ,/r
<br />-
<br />-
<br />-
<br />-
<br />6 , a•
<br />6 ,/,•
<br />6
<br />-
<br />-
<br />a , r
<br />s ,/r
<br />s , s
<br />s , r
<br />s 1 r
<br />s 1 r
<br />-
<br />_
<br />6 I/r
<br />s Ile
<br />a (1111111
<br />1r
<br />7 1/2
<br />1r
<br />,r
<br />,r
<br />tr
<br />,
<br />Ir
<br />N'
<br />r
<br />IT
<br />6 t
<br />i
<br />�•_r
<br />TO
<br />•'-r
<br />IT
<br />r
<br />Ir
<br />o ,
<br />tr
<br />6 ,
<br />IT
<br />6 1
<br />7 ,
<br />a 1n•
<br />Ir
<br />4 ,
<br />1
<br />sY-r
<br />10
<br />7•-6"
<br />Ir
<br />7 in'
<br />ION•
<br />1T
<br />I]^
<br />o /
<br />IT
<br />to ,n
<br />1, 1
<br />a•
<br />ION•
<br />r
<br />1 (MOTTONI
<br />Is•
<br />a , •
<br />I]•
<br />IT
<br />Ir
<br />a'
<br />ION•
<br />e'
<br />t0•
<br />I Wr
<br />lY
<br />r
<br />I
<br />IT
<br />7 t/r
<br />IT
<br />IT
<br />IT
<br />Ir
<br />,3-
<br />Ir
<br />II•
<br />V
<br />IT
<br />a tn•
<br />2 (TOP)
<br />IT
<br />r
<br />,T
<br />10 ,
<br />tr
<br />a ,n•
<br />IT
<br />6 ,/r
<br />7 1/2•
<br />a tn•
<br />13•
<br />4 In'
<br />2 (Ton
<br />IT
<br />7 1/r
<br />IT
<br />IT
<br />IT
<br />to 1
<br />13•
<br />o ,
<br />I ,
<br />0•
<br />IT
<br />r
<br />2 00T1016
<br />IT
<br />r
<br />IT
<br />Ir
<br />1r
<br />s 1/r
<br />IT
<br />a sIr
<br />o 1
<br />7 In•
<br />IT
<br />s ,n•
<br />2 PONON)
<br />IT
<br />7 1/2•
<br />13'
<br />13'
<br />,r
<br />ID ,n
<br />13•
<br />101/2
<br />11 I
<br />S•
<br />13"
<br />r
<br />3 (HOP)
<br />IT
<br />Y
<br />IT
<br />IT
<br />IT
<br />6 1/2•
<br />IT
<br />6 In•
<br />0 In
<br />7 ,/r
<br />IT
<br />r
<br />3 1700)
<br />12 1/2-12
<br />,
<br />6 I/4.
<br />6 1/4•
<br />2 I/r
<br />6 t/4•
<br />-
<br />-
<br />6 1/4•
<br />a 1/4'
<br />3 (60TTaf)
<br />-
<br />-
<br />2 1/2
<br />12 I/2
<br />6 1/4'
<br />a 1/,
<br />2 ,
<br />6 ,/4'
<br />-
<br />-
<br />6 1/4.
<br />0 ve
<br />3
<br />7 1/2•
<br />3 ,/r
<br />W
<br />r
<br />7 1/2'
<br />4'
<br />r
<br />4 ,/r
<br />a•
<br />3 tn•
<br />r
<br />r
<br />4 (TO►)
<br />r
<br />r
<br />1•
<br />S 1/2•
<br />r
<br />3 1/2•
<br />r
<br />4•
<br />4 1/2'
<br />r
<br />1 I/r
<br />2 1n•
<br />4 (Tary
<br />6•
<br />-
<br />00" M)
<br />s
<br />a In'
<br />-
<br />6
<br />-
<br />r
<br />-
<br />a tn"
<br />-
<br />r
<br />-
<br />(SWOI
<br />IT
<br />7 lIr
<br />a
<br />+r
<br />+3
<br />Io ,n
<br />13•
<br />101/2
<br />1 1
<br />r
<br />13'
<br />r
<br />6 crop)
<br />IT
<br />6 lIr
<br />,3
<br />,r
<br />IT
<br />r
<br />1r
<br />r
<br />,r
<br />7 ,n•
<br />,r
<br />r
<br />6 (ro►)
<br />13•
<br />7 ,n•
<br />lr
<br />1J'
<br />ta•
<br />10 In
<br />17•
<br />,0 ,
<br />„ +n
<br />r
<br />IY
<br />Y
<br />6 (aerrw)
<br />IT
<br />r
<br />N•
<br />ti'
<br />1r
<br />a 1/2•
<br />IT
<br />0 ln•
<br />m 1
<br />7 ,/r
<br />13•
<br />6'
<br />a (ao1mlN)
<br />1J•
<br />7 1n'
<br />,Y
<br />IY
<br />IT
<br />0 ,
<br />1]'
<br />,0 ,
<br />, ,
<br />r
<br />1T
<br />Y
<br />6 (TO►)
<br />IT
<br />a•
<br />13'
<br />1r
<br />6 1/Y
<br />tr
<br />a—, n•
<br />7 tn•
<br />a 1n'
<br />IT
<br />. ,/2•
<br />a (TOP)
<br />s 1 4
<br />e I a
<br />S 1 ,•
<br />6, 4•
<br />M t v
<br />e, r
<br />e amr»
<br />6 1 4
<br />s,,
<br />e I/e
<br />II/e
<br />e, 4•
<br />S 1 r
<br />e
<br />1Q ow 1t MR ADaw 1TK f SPA" FOR tAo%%LAT NON ■n 6000"Mt oulana
<br />• MMIAW ATOM WADMV AD MOMN UK 061ANCE NE POPM7m ON ,HO $DOME FOR E.e
<br />ON
<br />fSCNWM W FMIO rAO011t�rat *11111 NOW" ran W K P001IEE. MAMMA, aAOPN
<br />on on tlramam ~ ACIa1 OWL Wr K UM TMMf 6 A AMCNID 3OMO MR EACH AND" WK
<br />DOsOMi
<br />fa• en
<br />oF4R it
<br />via"
<br />MUNN AMC11011 tt1,ATyS
<br />I
<br />a
<br />,
<br />a
<br />t ,/r
<br />a ,n
<br />Ir•MNR66K 00
<br />a
<br />4I/a
<br />r
<br />a
<br />3'Ir
<br />3
<br />owmici eJ am]
<br />a I/r
<br />, //r
<br />„
<br />a I/r
<br />A01WL OK amwm
<br />r
<br />...'.'_.__
<br />am
<br />w70
<br />-
<br />Iq
<br />�W
<br />w
<br />'.00
<br />____
<br />140
<br />» SPAGNGS ONLY W4A WHEN SP,tCER IS USED. SEE� 1 FOR MAX. A.S.D.
<br />DESNTN LDIDS t w1X. PANI0. WHEN SPACER VIES INSED.
<br />1/4-0 TAn
<br />AND" •
<br />3/4'
<br />1
<br />i
<br />'-A,•
<br />10 q
<br />1' M
<br />ISLE ELD
<br />ON SHEE
<br />71■L&
<br />A
<br />AAA DE110N I =
<br />ukla" INPNIM
<br />40 PSF OR LESS
<br />6--a'
<br />> 40 PSF TO 50 PSF
<br />6--2-
<br />> 50 PSF TO 60 PSF
<br />W-10•
<br />A MAX. PANEL LENGTHS ARE ONkY VALID FOR INSTALLATIONS
<br />W/ SOLID SET M04ORS it W/ SPACER AT 12 1/2- O.C.
<br />•► 6�_ •: 0
<br />.. L_1/4-0 UPCON -
<br />' Ij L�41 TAPCON -
<br />AtIC"m • r O.C.
<br />AIICIDII • •' O.C.
<br />CONCCONCRETE
<br />KOOURM.
<br />ON
<br />`-V—. al= KOURM.
<br />WALES ,•
<br />2'N' TIDI
<br />Ne�a,NED
<br />I
<br />i
<br />1• WX.
<br />NIL LENGTH
<br />E 1111AATla1
<br />SHEET 12)
<br />I
<br />i
<br />SIDE 94101113 10 t 19 FOR ANCHM
<br />4em "Ps
<br />t a1
<br />7/00N
<br />rag a SPOmm me 1400Au1ots 100
<br />aNMRr MOM STIR• W
<br />,
<br />wom FNH[ ARA Ma
<br />MAMA ANCHOR SPACINGS AO MINIMUM
<br />6== OwP.1. 00
<br />Y
<br />3
<br />PD•L o•WVm AK POCAM ON IMa
<br />SCNOXALL FOIL Lb. Lw TAM No"=
<br />a actaDu
<br />3PS
<br />AKIE �R ewl
<br />NIWIOR
<br />M 001 IT1D fFOUA 61OM1 ON
<br />t ar tM r91LOMK
<br />MR THIS ONIMrACTO4
<br />1a1 m OPOMTIOM A K Pa61ML
<br />RmUCND aPAC11N0 Oa,'WED ,LAID-
<br />ACWR NWL NOT K Los THAN
<br />MINIMUM SPAWS NOCAIW FOR EACH
<br />MIDHOR LAYS[ ON 11,11111 SDE0IAL
<br />r
<br />om
<br />31
<br />-
<br />)
<br />gdKw q�
<br />(DON fasts T"a e'1
<br />"L' MAX
<br />P4MIL LENGTH
<br />ON S14W
<br />Tlw
<br />WALL MOUNTOM
<br />!GALE 3/6-r
<br />I. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D.
<br />DESIGN PRESSURE RATINGS (P.e.1) AND PAN0.
<br />LENGTHS AS PER ELEVATION ON �T I
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUT11,13IN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />'
<br />I
<br />I y
<br />'
<br />1
<br />;
<br />8 we
<br />TO GLASIL
<br />4-
<br />IA
<br />MM.
<br />I
<br />tl
<br />�
<br />) 1'
<br />•
<br />l
<br />MAX
<br />N
<br />�,•
<br />i� LOOM
<br />LEVATION
<br />- -. ,.•.-:-
<br />N
<br />i-'
<br />P
<br />a PANEL Lmm
<br />12L
<br />Ip
<br />1
<br />ON OIFET 12)
<br />p
<br />-�.....
<br />_...� ON9EILT
<br />L0.•
<br />1
<br />E.O.•
<br />I
<br />I70
<br />l
<br />J__ _ ,
<br />sollaw
<br />•_ /
<br />a Y
<br />O.C.
<br />L Si)O IM4D POLOKO CONCRETE OR
<br />�wClaT[ ftm REOLkRM,
<br />�10F4dR1E
<br />ANCHOR
<br />N AO.C.
<br />E}aflYq POUMEC CONCAM Olt
<br />LLOCR IROIMf'D.
<br />WALL IMOILINTHn
<br />�N11N,yM` SCALE 3/5.1•
<br />FLOMDA BUILDING CODE
<br />rm `EJ DCR
<br />6LANeD
<br />1 r0 IA"
<br />. •' D.C.
<br />O
<br />I
<br />'
<br />rt-
<br />MAX
<br />PA
<br />6• NEL LENGTH
<br />SEE
<br />.
<br />I ON SLEET 24
<br />I
<br />1
<br />1
<br />j
<br />M 1• MA.
<br />6^6'6PARA710N'-
<br />• o LNASS. I �.
<br />�11t I
<br />Ertl.
<br />_ I I
<br />PLAT• NOQp �- *.
<br />PLATE
<br />ROWED II ',III 41 PATRLAM2T
<br />1toP0.6E INS
<br />'1 1 `t ' 7vNCIDR • .
<br />_I
<br />1
<br />*
<br />STATE OF
<br />FIOR
<br />NAL��
<br />INNN /!
<br />PL aNM/OMMR.R/aPE
<br />.boa luaeo
<br />Eai. BI C O uee.
<br />24 GAGE GALVANIZED STEEL STdIY PANEL
<br />gWre','N
<br />PROTECTION ►RODUCTS, LAC.
<br />• DAL 61 M4
<br />n'0.1, (Y{)I116-76H~0. A�a'(Y{)164.6W!
<br />p NO0
<br />RM
<br />•.��; ti E. l"E
<br />O,-0N67q
<br />lYR i. IL
<br />%W
<br />20-175
<br />o1leaO t'N
<br />M wr
<br />e1Qt 1. M N
<br />4• 0
<br />L
<br />N
<br />'O
<br />N
<br />-
<br />di
<br />CL
<br />C
<br />0
<br />.�
<br />Q
<br />U
<br />�
<br />a)�
<br />ca
<br />cn
<br />0
<br />C
<br />0
<br />CL
<br />Qi
<br />(Li
<br />p
<br />O
<br />L
<br />LL
<br />4 Oco
<br />.�
<br />cn
<br />w
<br />E
<br />QQ
<br />o-
<br />i
<br />»Q
<br />.�
<br />�'/�^
<br />VJ
<br />Q
<br />Q
<br />W
<br />co
<br />cn
<br />CL
<br />U
<br />0
<br />.�
<br />cf)
<br />cu
<br />m
<br />w
<br />Z
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />Q.
<br />SHEET NO.
<br />SH
<br />1.4
<br />
|