|
N � �r��, ■ey',ep�p�(� ,I.N•Br(y�ll >! i� F;�r� r��I�11L�1��[1�1>III�I�
<br />POURED CONCRETE.
<br />BLOCK Olt21se WOW
<br />,E41II®
<br />tan IItA6� , , sl . 13/4•
<br />ANDHoI
<br />• u• o.a
<br />0
<br />rx4"i
<br />Jr -'
<br />,•
<br />a105-M4
<br />003-TO ALLOYCORN.
<br />2 //2•
<br />AUK ANDIE
<br />CASE A (PLAN)
<br />SCALE 1/4•-1•
<br />,.6x
<br />OVERLAP BEDYOND
<br />oPENNO W"
<br />x - ILM DISTANCE
<br />CASE E (PLAN)
<br />SCALE 1/4'-1•
<br />1
<br />1 ©� 0 OR s\a6t a r = r = as ataa R-,4
<br />-1 4 r FRAME Tarn ALLOT oa6c .w -r
<br />ac
<br />I 2 In ARGUE WW tt{=Y = , 31C
<br />T4RON a MR.
<br />1
<br />POIIW® I 1 2�wtoI L---<Z OR(3 /4•• . 3/r LICaR I,x
<br />E
<br />OW= L•i/" r: Q
<br />U•Iv 016I12,
<br />WWMs ( r . 2. AN' m TERNME LEO LOCw,ON
<br />s N•c 60< ctaT Yaa 21 wurwiaE'O�aR
<br />1 E 'IT,
<br />IT AU ' UM. , t'Tm PLOA6. LT 1dllED LdCER.
<br />1 trsouRED
<br />. J I frm.i "4 O
<br />M
<br />-----� OT. G4P
<br />1/0 . R•lT a• = 4' _ Alr
<br />OFIJAI�ftfl COOL ARM MAU
<br />CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4•-1• SCALE 1/4•-1* SCALE 1/4•-1•
<br />CASE F (PLAN)
<br />SCALE 1/4•-l•
<br />OR
<br />pp{, SCLID--ELt`AWMaMHr�ME�
<br />ai0l0rtp'�i a
<br />ad ATE Rii
<br />,®
<br />®
<br />/PBYYE
<br />,"LOP,
<br />CR 7i4' WOOD I Elm Or aPE1/a f
<br />rRYc RaaA� j a wL • ,I) C1EDRE
<br />t0 ON e,
<br />I
<br />J/4' wd.
<br />•© OR®
<br />i NETT r ANbONO FPaN r
<br />OMB PLs FIANOD NO 1 m
<br />PAL OI„D, CW Bo PANW
<br />„MW1/
<br />CASE G (PLAN)
<br />'vCEN2
<br />FOR MOUNT INSTALLATION
<br />✓
<br />•.
<br />YA.D DIRECT ONLY A
<br />CERTIFIED PANEL NSMIATION AT WALLS W/
<br />No. 44167 ':
<br />SURFACE LEVEL VA MOMS WITHIN 3/4•
<br />* : t
<br />FLORIDA BUILDING CODE (Mon MIT V*lm"v Nurrlaam Zena)
<br />MAXIMUM A.S.D. DESIGN o ESSURE RATING. (o: f) AND CORRESPONDING MAXIMUM A_uCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL_ C)j INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL iQINSTALLATXMS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 At 7)
<br />MAX. A.S.O.
<br />OEM
<br />PROS1IlE
<br />(P•a+.l
<br />M XIYUY ANCHORS SPACING FOR E0.. AS SHOWN ON SHEETS 6 r 7
<br />APPLICABLE
<br />OLIEvvam
<br />A AN'f
<br />OF THEM
<br />MAXIMUM
<br />PA4l
<br />LENGTHRATING
<br />t•
<br />(N.)
<br />TAPCON
<br />LAID SCREW
<br />PWIFLaN1E
<br />FEMME D
<br />PANELANTE
<br />RCN
<br />WOOD
<br />13•
<br />it
<br />it
<br />13•
<br />IF
<br />IV
<br />13
<br />Ir
<br />13,
<br />Ir
<br />,r
<br />Is, (BOT1DM)
<br />6 1/2•
<br />6 ,n•
<br />6 1/2'
<br />a ,/r
<br />6 1/2'
<br />(SOFT
<br />-
<br />-
<br />6 1/4•
<br />12 1/r
<br />6 t/4'
<br />PIT MIT.-)
<br />r-W
<br />r
<br />e
<br />e'
<br />e•
<br />-
<br />(Toll
<br />LE�iW
<br />e
<br />e
<br />r
<br />e•
<br />-
<br />(Tarra1)
<br />1Y
<br />lY
<br />13•
<br />/3•
<br />lr
<br />poll
<br />445. -45
<br />OR
<br />LESS
<br />13•
<br />tr
<br />tr
<br />13'
<br />,r
<br />t3•
<br />IF
<br />13•
<br />i]•
<br />6 ,/r
<br />• f1aM
<br />13*
<br />tr
<br />s
<br />Ir
<br />rn
<br />PROTON)
<br />6 1n'
<br />6 1/2•
<br />a ,n•
<br />6 In•
<br />6 i/r
<br />(m►)
<br />-
<br />t ,/a'
<br />12 In'
<br />s 114•
<br />(STIR.•)
<br />)r-r
<br />4 tn•
<br />4•
<br />• ,n'
<br />s In"
<br />14 _e
<br />1 In•
<br />4 1/2•
<br />Y
<br />7•
<br />-
<br />3• (BORW)
<br />10 1/2'
<br />1 • 1/2•
<br />1 12,
<br />12'
<br />4•
<br />la (TOP)
<br />,Y
<br />,r
<br />,r
<br />t3
<br />a +/Y
<br />te6Tmh
<br />MAX. ASA
<br />OESION
<br />PRE
<br />TING
<br />(PAT.)
<br />(p.a1J
<br />YA1a1RI1 ANCHORS SPACING FOR EA - AS SHOWN ON SHEETS 6 k 7
<br />APPLICABLE
<br />100LENGTH
<br />k AHM
<br />� THEM
<br />PANEL2SSUIR
<br />•,,•
<br />(R.)
<br />1AP00N
<br />I/iG SCREW
<br />ID
<br />Ft]AlE D
<br />FEMALE
<br />PANELMAIE
<br />PlL4
<br />BIWNb
<br />13•
<br />1r
<br />Ir
<br />Ir
<br />13•
<br />Iw mm
<br />,r
<br />Ir
<br />,r
<br />Ir
<br />a
<br />IS! (BOTTOM)
<br />6 ,/r
<br />a 1/r
<br />a ,/r
<br />6 1n•
<br />a ,n'
<br />SCR
<br />-
<br />-
<br />6 1/4•
<br />12 ,/r
<br />6 1/4•
<br />PIP MIT.-)
<br />r
<br />7 1/2•
<br />a•
<br />e•
<br />-
<br />0T1�
<br />LESS
<br />7 1/2'
<br />e•
<br />6•
<br />r
<br />-
<br />3w (BON1O1)
<br />Ir
<br />1r
<br />,r
<br />Ir
<br />13•
<br />Pop)
<br />. +4 -45
<br />TO
<br />470. -75
<br />tr
<br />it
<br />13•
<br />Ir
<br />Ir
<br />OMM
<br />Ir
<br />,r
<br />,3•
<br />lr
<br />,0•
<br />r
<br />iJ'
<br />tr
<br />tr
<br />13•
<br />• 1/r
<br />tr (BOt1ah
<br />6 1/r
<br />a ,/r
<br />a 1/2•
<br />a ,n•
<br />6 1n'
<br />(t•l)
<br />-
<br />-
<br />6 1/4•
<br />121/2
<br />a 1/4•
<br />(••1T')
<br />PTO
<br />4 ln'
<br />S•
<br />7 In•
<br />7 ,n•
<br />s•
<br />S 1/Y
<br />r
<br />6•
<br />-
<br />3r pprtOM)
<br />13•
<br />12•
<br />13'
<br />1r
<br />31n•
<br />oD►)
<br />r
<br />Ir
<br />• SEE TABLE jt FOR MA)L A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WHEN SPACER 5 • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS t MAX PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 USED. OORRESPONOBNG ONLY TO ALTERNATE 2W ON SHEET 8
<br />reolrE.li
<br />A
<br />ABA. OEM LARD
<br />L NtEL
<br />40 PSF OR LESS
<br />8'-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 I STALLARONS
<br />,F/ PANEL MATE WALE ID OR PANEL MATE PWS
<br />ANCHORS a W/ sS p0b#W%U- 1/2' D.C.
<br />ANCHnR
<br />1 t
<br />PANEL Loam
<br />(SEE E rw"
<br />p ,• Mn. ON sw 12)
<br />I TO GLASS. 1
<br />1 I
<br />I
<br />I
<br />1J
<br />CONCRETE
<br />P01p1ED. '•
<br />CONCRETE
<br />ap ORBLOCN I w
<br />I
<br />1 1-_1
<br />/,Y IMM0.W7E Pj6N.4,__
<br />MOM 0 12 1/2' O.C.
<br />OR Nun 16 A H FOR MICCORS TYPE r SANCON MAW
<br />Ilaal,A7g16 RIM WOOD PRIZE ■ROiIOt.
<br />I*"" ANDIRON SPPCNO6 MID MIaNn BOON DOODOO [
<br />ARE ROICOO ON INN SCHERLIL TOP E0. LDS THAN
<br />WOO17O ON sam" mm ANHOR SWCINO ITT
<br />MN7rlma VACM LAIN ON SCHOME A THE
<br />r000aa FACTOIa FOR DN OPERATION it K POSSILL
<br />IEO, SPAO2a am"= usm FKTW LWL MN a
<br />LEST DWI WORM SRACOO 2SOWED MR EACH ANCHOR
<br />TOME a" THIS SCHEDULL
<br />i
<br />I
<br />AIaO fl![
<br />aolN
<br />N
<br />US
<br />mow now trMao Do
<br />3
<br />3
<br />•AWNRNIWL yNRY eJ
<br />3
<br />3
<br />NnANEw o..M. ROM w
<br />At1RNa R f1AR W
<br />RIBRN
<br />t/r
<br />u
<br />-
<br />1-
<br />r
<br />a10
<br />m
<br />'Ir
<br />1305E
<br />Com
<br />COOK
<br />INA
<br />ANCHOR (p6YpO) ' uIG SAPLT7 f•AU6Nl.
<br />(VAUD ONLY FOR PANEL(/ INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 t S)
<br />MAX As.D.
<br />OESIGH
<br />PRESSURE
<br />ROM
<br />MAXIMUM AlIC110RS SPACING FOR MN E0. PER SCIVDILE BELOW
<br />AAPPUGMSE
<br />TO SOCTIONS
<br />MAXIMUM
<br />PANELPANEL
<br />wam
<br />,)
<br />MAX. ASD.
<br />DESIGN
<br />P"mm
<br />RATING
<br />�,
<br />MUfYM ANCHORS SPICING FOR MN EA PER SCHEDULE BELOW
<br />APNAiIaE
<br />M
<br />IFMCM
<br />(A,I
<br />TAPCON
<br />SOLD -SET
<br />FEMME
<br />p
<br />�
<br />LWRC-RMtDN
<br />CALK -IN
<br />k
<br />TMOON
<br />BNA-aET
<br />FEMALE
<br />6
<br />�
<br />ZM61C-NNIN
<br />GUt-N
<br />k
<br />SO
<br />A
<br />m
<br />1a
<br />A
<br />10
<br />om Imo
<br />A
<br />16
<br />A
<br />10
<br />/6
<br />T�
<br />446. -45
<br />LEIS
<br />,r
<br />13•
<br />'r
<br />u•
<br />,r
<br />Ir
<br />,r
<br />Ir
<br />/r
<br />is*
<br />1r
<br />1r
<br />,
<br />6,�•
<br />OR
<br />�•
<br />•4•�-4•
<br />4a5, -ee
<br />IF
<br />Ir
<br />IF
<br />IF
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />IF
<br />Ir
<br />Ir
<br />1,
<br />1
<br />6,�.
<br />apt
<br />LOS
<br />it
<br />Ir
<br />Ir
<br />,r
<br />1r
<br />Ir
<br />,r
<br />Is,
<br />tr
<br />13•
<br />it
<br />tr
<br />1 (6 ml*
<br />lr
<br />tr
<br />,r
<br />Ir
<br />,r
<br />,r
<br />,r
<br />,r
<br />Ir
<br />,r
<br />,r
<br />11 I/2
<br />, (BOFOY)
<br />Ir
<br />Ir
<br />lr
<br />it
<br />it
<br />,r
<br />,r
<br />1r
<br />,r
<br />,r
<br />,r
<br />Ir
<br />2 (LOP)
<br />tr
<br />,r
<br />,r
<br />tr
<br />1r
<br />1r
<br />Ir
<br />tr
<br />1r
<br />Ir
<br />it
<br />, to
<br />2 OOP)
<br />tr
<br />Ir
<br />,r
<br />it
<br />,r
<br />Ir
<br />Ir
<br />,r
<br />it
<br />Ir
<br />,r
<br />Ir
<br />2 DKXT%Q
<br />,3•
<br />Ir
<br />Ir
<br />,r
<br />,r
<br />it
<br />Ir
<br />it
<br />Ir
<br />1r
<br />13'
<br />1 1n
<br />2 (SOTIOW)
<br />,r
<br />Ir
<br />Ir
<br />13'
<br />,r
<br />,r
<br />,r
<br />13•
<br />tr
<br />it
<br />,r
<br />,r
<br />(TOP)
<br />,r
<br />Ir
<br />A•
<br />,r
<br />,r
<br />Ir
<br />Ir
<br />,r
<br />,r
<br />it
<br />tr
<br />, ,
<br />3 (RIP)
<br />2 ,
<br />2 I
<br />6 1/4.
<br />6 1/4•
<br />2 ,
<br />12 In
<br />-
<br />-
<br />6 1/4•
<br />6 1(4.
<br />3 (6011100
<br />-
<br />-
<br />2 ,/r
<br />12 1/2
<br />6 ,/r
<br />6 ,/r
<br />2 ,
<br />12 1
<br />-
<br />-
<br />e ,/r
<br />6 1/4'
<br />3 (•OT1011)
<br />r
<br />w
<br />r
<br />r
<br />r
<br />r
<br />e
<br />r
<br />r
<br />r
<br />a•
<br />7 1/2.
<br />4 (TOP)
<br />r
<br />5 ,/r
<br />r
<br />w
<br />r
<br />e In•
<br />r
<br />7 ,/r
<br />r
<br />r
<br />r
<br />r
<br />4 MP)
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />Ir
<br />-
<br />r
<br />-
<br />acme
<br />r
<br />-
<br />r
<br />-
<br />6•
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />(10011b1i
<br />,r
<br />a
<br />,r
<br />,r
<br />it
<br />,r
<br />,r
<br />,r
<br />,r
<br />,r
<br />it
<br />it
<br />(TOP)
<br />Ir
<br />Ir
<br />Ir
<br />,r
<br />,r
<br />,r
<br />Ir
<br />,r
<br />Ir
<br />,r
<br />it
<br />t ,
<br />0017
<br />13,
<br />,r
<br />Ir
<br />,r
<br />13'
<br />tr
<br />it
<br />,r
<br />,r
<br />13•
<br />it
<br />t3'
<br />(eOnow
<br />13,
<br />Ir
<br />it
<br />,r
<br />Ir
<br />,r
<br />,r
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />it 1/2
<br />5 DICTION)
<br />13•
<br />,r
<br />,r
<br />it
<br />it
<br />,r
<br />1r
<br />13•
<br />,r
<br />Ir
<br />13•
<br />1r
<br />(mP)
<br />u•
<br />,r
<br />,r
<br />,r
<br />,r
<br />,r
<br />Ir
<br />,r
<br />,r
<br />,r
<br />,r
<br />1 1/2
<br />a crap)
<br />_
<br />-
<br />6 I/r
<br />6 1 r
<br />6 t 4.
<br />/ 1/4•
<br />-
<br />-
<br />-
<br />-
<br />1 14•
<br />a t/4•
<br />a !•
<br />-
<br />-
<br />6 1/1.
<br />6 , r
<br />a 1/4'
<br />6 1 4•
<br />-
<br />-
<br />-
<br />-
<br />s t 4'
<br />i t 4.
<br />6 (RIFT
<br />IF
<br />s'
<br />IF
<br />10 1
<br />tr
<br />Y
<br />Ir
<br />Y
<br />7 ,n
<br />S to
<br />1S'
<br />4 ,/r
<br />,
<br />W-4"
<br />To
<br />14'-4•
<br />1r
<br />a'
<br />tr
<br />,3•
<br />I
<br />a 1
<br />,r
<br />a /
<br />i +n•
<br />f t/Y
<br />tr
<br />5 1
<br />,
<br />>5,�•
<br />ro
<br />r-6-
<br />it
<br />r
<br />IF
<br />,r
<br />,r
<br />6 1/2
<br />it
<br />6 1/2
<br />10 1n
<br />7 1/2
<br />,r
<br />r
<br />I DwnDlq
<br />,r
<br />7 ,/r
<br />,r
<br />,r
<br />,r
<br />1r
<br />Ir
<br />IV
<br />it*
<br />r
<br />Ir
<br />a ,/r
<br />I MOTION)
<br />Ir
<br />5•
<br />,r
<br />o ,
<br />1r
<br />r
<br />Ir
<br />r
<br />7 1/2
<br />sin
<br />,r
<br />4 1/2'
<br />2 (TOP)
<br />13•
<br />r
<br />Ir
<br />Ir
<br />,r
<br />a ,n•
<br />Ir
<br />a ,n•
<br />t t/r
<br />6 I/2•
<br />Ir
<br />5 1/r
<br />2 (TOl)
<br />Ir
<br />1•
<br />,r
<br />it
<br />Ir
<br />11/2
<br />13•
<br />6 1/2
<br />to 1/2
<br />7 to
<br />1r
<br />6 1/2'
<br />2 (BOTTOM)
<br />,r
<br />7 ,/r
<br />IF
<br />IF
<br />,r
<br />,r
<br />Ir
<br />,r
<br />n•
<br />e
<br />u
<br />6 1/Y
<br />2 pHormM)
<br />Ir
<br />7•
<br />Ir
<br />,r
<br />,r
<br />a In
<br />it
<br />i In
<br />to 1n
<br />7 ,n
<br />it
<br />a I/r
<br />3 (1'0P)
<br />t3'
<br />7 ,/r
<br />Ir
<br />it
<br />Ir
<br />to*
<br />Ir
<br />/r
<br />„•
<br />1•
<br />,r
<br />a 1/r
<br />3 (TOP)
<br />12 1
<br />12 ,
<br />6 1/4•
<br />6 I/4•
<br />2 1
<br />6 1/4•
<br />-
<br />-
<br />e 1/4•
<br />6 1/4.
<br />3 MOTION)
<br />-
<br />-
<br />2 1/2
<br />2 1/2
<br />6 1/4•
<br />6 1/4'
<br />2 1
<br />12 In
<br />-
<br />-
<br />6 1/4•
<br />6 1/4.
<br />3 (BOTTOM)
<br />r
<br />r
<br />r
<br />5 1/2-
<br />r
<br />3 1/r
<br />r
<br />4•
<br />4 /n•
<br />r
<br />e I/Y
<br />r
<br />4 (TOP)
<br />7 1/2•
<br />3'
<br />r
<br />r
<br />r
<br />4•
<br />I•
<br />4'
<br />4 In•
<br />3 1/r
<br />6 1/2•
<br />r
<br />4 (LOP)
<br />r
<br />r
<br />r
<br />r
<br />5 ,/2'
<br />7 1/2'
<br />(e017DR)
<br />r
<br />S'
<br />•
<br />5
<br />5 1/2•
<br />7 T/r
<br />tBaBTOYl
<br />,r
<br />Y
<br />,r
<br />,r
<br />,r
<br />i ,/r
<br />,r
<br />t i/2•
<br />o 1/2
<br />7 +/r
<br />,r
<br />r
<br />(mn
<br />13•
<br />6 I1r
<br />,r
<br />Ir
<br />Ir
<br />le
<br />Ir
<br />to*
<br />it •
<br />r
<br />,r
<br />"i
<br />a f1RPJ
<br />Ir
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />6 t/r
<br />13•
<br />f ,/r'
<br />0 f
<br />7 1/r
<br />it
<br />a 1/2•
<br />(BOTTOM)
<br />13•
<br />6 ln•
<br />Ir
<br />1r
<br />Ir
<br />to'
<br />it
<br />Ir
<br />III
<br />r
<br />Ir
<br />6 ,
<br />(eDT1aM)
<br />1r
<br />r
<br />it
<br />10 in
<br />,r
<br />r
<br />13•
<br />r
<br />7 1/2-
<br />s ,/r
<br />Ir
<br />4 1/2•
<br />(*
<br />,r
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />a in•
<br />1r
<br />6 1/r
<br />1 1/2
<br />. 1/4'
<br />it
<br />s ,/r
<br />(POP)
<br />e 1 r
<br />6 1/4•
<br />6, r
<br />6 1 4•
<br />B, 4'
<br />6 1 1'
<br />i BtiTI»
<br />6 1 4'
<br />6/ e
<br />6 1 4•
<br />6 1 4•
<br />-
<br />6 1 4'
<br />6 1 4'
<br />a
<br />N2 S,1INT 11 TOR MICRON IM A WOOS FOR eswuTMN6 INTO ROOD AINE LWONN.
<br />• IWORM IIRAIOP MOM AND WOW OW OETANY ARE POOOID ON Wt'tisn•= FOR E.D.
<br />Los T11N 40e0110) oN sum" ,Imm ANCHOR mow a "Iffy Nt woom "ON OR
<br />SMMU IN THE FOLLOWING FROMM ON!THIS OP0POSSIBLE.M N To BE P06t,EDUCED SFFA
<br />OaANO NR16 FACOR IRPLL NOT IN LDS THAN WNMRI SPOON I01CAI D FOR EACH ANDON APE
<br />am DN ,cIWaLNLL
<br />ANpt01111PE
<br />,H'•
<br />,/r•
<br />I/4.
<br />,/4•.
<br />,µb
<br />,µ•.
<br />tMNa
<br />aria
<br />aMRe-Iwsl
<br />au-W
<br />we" MIEN WRONG W
<br />3
<br />3
<br />1 3
<br />3
<br />3 I/r
<br />1 1/2
<br />RasummoRt 1 iW
<br />beam PA4 Iooc
<br />3
<br />3 t/r
<br />r
<br />3
<br />3'Ir
<br />3
<br />3
<br />f ,/r
<br />3 I/r
<br />3 In
<br />3 ,/r
<br />A71YL NINE DEIGNS
<br />Ity
<br />2•
<br />Aso
<br />as
<br />-
<br />,m
<br />-
<br />w
<br />'• SPACINDS ONLY WNW WHEN SPACER IS USED. SEE T /I FOR MAX. A.S.O.
<br />OESXRt LQAOS r MAX PADEL WHEN SME 's USED.
<br />-- —ANCHORS (SEE SECTIONS A ALTERAMO i ON SHEETS 1& 14. 15
<br />�.---` R-1A/13, R-2A/13, R-3A/14. R-I
<br />D.M.,(2J) ' R-1AW/15. R-2AW/15, R-SSAW/16. R-'
<br />OorG) O O O O
<br />MEL&
<br />A
<br />ASA. DOM LOAD
<br />WVMW LO FAML
<br />40 PSF OR LESS
<br />A•-B•
<br />> 40 PSF TO 50 PSF
<br />B'-2'
<br />> 50 Pw TO 50 PSF
<br />5'-10•
<br />A MAX PANEL MOM ARE DIV VALID MR INSTALLATIONS
<br />W/ SOUD SET M04M A W/ SPACER AT 12 1/2. O.C.
<br />R-3B/14. r MAX
<br />15, R-311W/1
<br />0 �I
<br />1 i I L 1 4Y-2al 5s. BOLTS SIT I I r
<br />j ;
<br />OVER r-a i j ' PANEL
<br />LENGTH
<br />1 ' (USE FOR PANEL. LENGTH 11 MAX
<br />O N ' ' I • ( t
<br />j I STORM PAIL i ` i REGAL" PANEL i (r/ OIE�WAP9I1+40A EL�LLF101"J BOLT)
<br />j I , LIFE CRY PANEL 1i r�AEIRAP IA ►AILS LDCIM
<br />_- 1L_ _ t _.� _ ^•. 1 faD
<br />T IF
<br />,� I1A11} t/ta-tat• -}-f-itrVfr --1 --j ----i ---'-+ , - -- AT ALL MdARNGS
<br />S.S. BOLTS A
<br />AT EA OVERLAP'
<br />— _ L_ —
<br />�� �1
<br />1 -- -- WNT—�—
<br />LOCATION a LEE j i
<br />l 1 , PANEL BOTTOM CORNERS ; r' ! O i 1'
<br />LOwMP-� i
<br />G LEFT PANEL EXTERIOR NPR PANEL 3• t INSTALLATIONS ONLY VALID F'OR MIND
<br />L R-IA/13, R-2A/13. R-3A/14, R-11/13. R-2e/t3. R-39/14 r Mw.I sPEm uP m ,7o my.D.
<br />R-1Aw/Is. R-2AW/15T R-3AW/ts. R-iBW/T5, R-2BW/1B. R-30W/16.
<br />----�- •CHIN• (DE SECTIONS A AL70MUMM ON SHEETS 13. 14, 15 kt1/4- MAX GAP
<br />•}---
<br />LIFE SAFETY STORM PANEL M ELEVATION (j) j
<br />2.atY 6
<br />SCALE 1/4•-1•
<br />Rm' NIL ohA/P .I trNE i REC,AM
<br />STORY PANEL (—�) STORM PAID.
<br />TAPCON
<br />RO rO.C.
<br />Rm W/ SNUG
<br />WOOD
<br />1 * I�
<br />LIFE PANEL : * ftORiDA
<br />BUILDRIG CODE Non Ngh Voloa INN no Zone
<br />�Q •N10 77e'• =
<br />EMFJGR�i s �Rli�
<br />11 L E C ID INS.GLOBAL
<br />24 DACE GALVANIZED STEEL STORY PANEL
<br />ORIN,F.PW.
<br />PROTECTION PRODUCTS. �'•
<br />m�ROL.
<br />SECTION A —A
<br />1/4'-,' � u ' "
<br />N� , nq Alro . MATT OCW P-,la
<br />«m L IIINNW
<br />SILT FL fa3+4
<br />WIDE: (aM)IBB-7WL Pat (aa4)SI6-aN7
<br />20-175
<br />.aa ar,•w�
<br />/L SL L/ 10wwuw/DME Ow u'h.. IL
<br />ORaS N•
<br />`•
<br />Lai ,f a U
<br />1 t MAX
<br />6. PAMM LENGTH
<br />(SEE artma"
<br />�--N 4S 1 rN4• wa
<br />�! vuTE
<br />1f4•0 TA•OON """'•"'
<br />ANC/0R O r O.C.
<br />StAGCfREO w/ SILO
<br />.r.4- WOOD
<br />S LliP PAANfl
<br />�MO��
<br />LW3
<br />I. INSTALLATION ARE ONLY VAUD FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (P.LQ AND PANEL LE14M AS
<br />PER ELEVATION ON SHEET IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO DE SOUTHERN PINE No $ W/ SPEL'IiC
<br />DENSITY OF 0,55 OR EOUN..
<br />�t�lal 4• as
<br />S0.N
<br />a /7t as
<br />TAPCON 2SN'
<br />R 0 i• O.C. Kdp
<br />7:��•i)iT1:�Z1`iE: �If�4�772aitt7J`
<br />.It .
<br />WI.
<br />Emo
<br />TI N
<br />A
<br />3110N
<br />TI 12)
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.N.t.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />mHEDUL FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCR-ETE BLOCK SMICTURES
<br />(VALID ONLY FOR PANEL)RSTAuA7wa AS PER SECTIONS t THRU B, ON SHEETS 4 k 5)
<br />MAx. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />MAXIMUM ANNMM SPACING FOR W LD. To SCHEDULE sum
<br />/PPIICARlE
<br />IIAOIPHM
<br />FOAM
<br />LENGL.TH
<br />MAX A.S.D.
<br />NESSWRATINGIE
<br />YMMIY AtIClIORS SPACING FOR tIRN EA PEII lCIm1AL BELOW
<br />'��
<br />NN2eRIY
<br />LENGTH
<br />)
<br />UPCUPONBOLD-W
<br />PLUSPLUSZAWC-WAN
<br />ONK-N
<br />k
<br />TAKON
<br />SOLID -SET
<br />LIIIAC-NRe11
<br />Gll(-N
<br />k
<br />A
<br />m
<br />m
<br />m
<br />to
<br />m
<br />Wm
<br />OF INERT
<br />TO
<br />TO
<br />m
<br />A
<br />TO
<br />tr
<br />p' TIENI
<br />ro
<br />475. -7s
<br />,r
<br />,1•
<br />,r
<br />u•
<br />,r
<br />,r
<br />,r
<br />,r
<br />s
<br />1r
<br />,r
<br />Ir
<br />s•_•
<br />OR
<br />ua
<br />4 �-7•
<br />*Ilk-tas
<br />,r
<br />r
<br />I•
<br />s
<br />10,
<br />,r
<br />•,
<br />,r
<br />61
<br />7,
<br />s,
<br />Ir
<br />41
<br />1
<br />OR
<br />LESS
<br />,3•
<br />„•
<br />,r
<br />,r
<br />,r
<br />,r
<br />jr
<br />+r
<br />tr
<br />,2•
<br />Ir
<br />Ir
<br />I (BOTTOM)
<br />tr
<br />6 tn•
<br />,r
<br />Ir
<br />it
<br />r
<br />13'
<br />i•
<br />,r
<br />7,/r
<br />,r
<br />r
<br />, Owra)
<br />,3•
<br />„•
<br />,r
<br />,r
<br />,r
<br />,r
<br />u•
<br />,r
<br />,r
<br />,r
<br />1r
<br />,r
<br />: tlah
<br />,r
<br />r
<br />1r
<br />01
<br />,r
<br />s, /2•
<br />+r
<br />is •7,
<br />n
<br />,
<br />a /2'
<br />,r
<br />41•2
<br />n
<br />(W
<br />Ir
<br />tr
<br />,r
<br />,r
<br />,r
<br />Ir
<br />tr
<br />Ir
<br />,r
<br />,r
<br />,r
<br />Ir
<br />2 (I10T1OM)
<br />tr
<br />r
<br />,r
<br />u•
<br />,r
<br />B In•
<br />Ir
<br />6 t/2•
<br />o ve
<br />7 ,/r
<br />,r
<br />6 ,/r
<br />2 w—,
<br />Ir
<br />It'
<br />,r
<br />13
<br />1r
<br />+r
<br />,r
<br />+r
<br />,r
<br />u•
<br />Ir
<br />to•
<br />3 OOP)
<br />Ir
<br />r
<br />Jr
<br />it
<br />13'
<br />a 1/2'
<br />Ir
<br />I ,n•
<br />10 TIr
<br />7 ,/r
<br />Ir
<br />r
<br />3 (Tom
<br />: llr
<br />12 1
<br />6 1/4-
<br />6 I/4•
<br />12 In
<br />12 I
<br />-
<br />-
<br />• 1/4•
<br />6 1/4.
<br />3 O+OT OY)
<br />12 I
<br />2 tlr
<br />6 1/4.
<br />6 ,/r
<br />12 11r
<br />6 I/r
<br />-
<br />-
<br />6 1/4•
<br />6 I/r
<br />3 (ROOD
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />6 1/r
<br />r
<br />r
<br />6•
<br />4 1/2.
<br />4 (TOP)
<br />r
<br />r
<br />r
<br />5 1n•
<br />r
<br />3 In•
<br />r
<br />4•
<br />4 1/r
<br />r
<br />4 1/2•
<br />2 in•
<br />4 (Tall
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />r
<br />r
<br />-
<br />a
<br />-
<br />(BOT1n1I)
<br />e'
<br />-
<br />6 1/2-
<br />-
<br />B'
<br />-
<br />r
<br />-
<br />S 1/Y
<br />-
<br />r
<br />-
<br />(1p701)
<br />Ir
<br />it-
<br />,r
<br />Ir
<br />,r
<br />1r
<br />it
<br />,r
<br />,r
<br />Ir
<br />,r
<br />10•
<br />8 MP)
<br />Ir
<br />6 ilrl
<br />,r
<br />I it
<br />,r
<br />r
<br />,r
<br />6•
<br />I lr
<br />7 I/r
<br />it
<br />r
<br />5 (TOP)
<br />13'
<br />it"
<br />1r
<br />Ir
<br />1r
<br />IF
<br />,r
<br />tr
<br />Ir
<br />,r
<br />,r
<br />to,
<br />a (•Or n
<br />Ir
<br />r
<br />Ir
<br />I ,r
<br />,r
<br />i In*
<br />Ir
<br />s ,/r
<br />a ,
<br />7 'Ir
<br />,r
<br />r
<br />5 (SOTTOI)
<br />f3'
<br />„•
<br />tr
<br />B•
<br />1r
<br />,r
<br />Ir
<br />,r
<br />1r
<br />it
<br />13'
<br />t0'
<br />a GDP)
<br />,r
<br />5'
<br />t]'
<br />10 1
<br />,Y
<br />6 1n'
<br />13•
<br />6 1/2'
<br />7 1/r
<br />6 ,n'
<br />Ir
<br />4 1n'
<br />D'aP)
<br />11/4 •
<br />6 14•
<br />6 i 4•
<br />• ,/4•
<br />-
<br />-
<br />-
<br />-
<br />t Ile
<br />6 1 4'
<br />6 MIT-
<br />-
<br />-
<br />• 1/4•
<br />S 1/4•
<br />6 , P
<br />6 1 a•
<br />a , 4•
<br />a 1/r
<br />-
<br />-
<br />6 1/4'
<br />4 i e
<br />a (faTI.»)
<br />IF
<br />7 1/r
<br />Ir
<br />,r
<br />Ir
<br />/r
<br />,r
<br />,r
<br />it'
<br />r
<br />,r
<br />a ,
<br />,
<br />>W-e
<br />To
<br />r-O'
<br />tr
<br />r
<br />IF
<br />D ,
<br />IF
<br />6 ,
<br />,r
<br />6 ,
<br />7 I •
<br />5 lIrl
<br />tr
<br />4 I1r
<br />,
<br />>6•-6'
<br />To
<br />r-r
<br />5'
<br />7 I/r
<br />Ir
<br />Ir
<br />Ir
<br />101/2-
<br />Ir
<br />10 ,n
<br />11 1
<br />r
<br />13'
<br />r
<br />I (sOriOM)
<br />Ir
<br />6 1/2-
<br />U•
<br />lr
<br />Ir
<br />r
<br />,r
<br />r
<br />tr
<br />7 ,/r
<br />1r
<br />r
<br />I te01TDY)
<br />13'
<br />7 //2•
<br />13'
<br />13•
<br />tr
<br />1r
<br />13•
<br />it
<br />,1•
<br />a•
<br />13•
<br />6 1/2.
<br />2 (ml)
<br />1r
<br />r
<br />1r
<br />to 1/2
<br />,r
<br />6 i/r
<br />tr
<br />6 yr
<br />7 1/r
<br />s ,/r
<br />,r
<br />4 ,/2'
<br />2 (MM
<br />w
<br />7 ,/Y
<br />lr
<br />,r
<br />,r
<br />o ,
<br />,r
<br />to ,
<br />1 ,
<br />r
<br />Ir
<br />r
<br />2 (B0Fp)
<br />it
<br />r
<br />Ir
<br />,r
<br />,r
<br />i t/r
<br />Ir
<br />I I/'!•
<br />0 ,n
<br />1/2'
<br />Ir
<br />6 ,•
<br />1/2'7
<br />2 (BOTTOM)
<br />Ir
<br />7 I/2•
<br />Ir
<br />13'
<br />13•
<br />to 'Ir
<br />,r
<br />to t/2
<br />I tlr
<br />r
<br />13•
<br />r
<br />3 pro-)
<br />it
<br />r
<br />Ir
<br />Ir
<br />it
<br />6 11r
<br />,r
<br />i 1/2•
<br />10 ,/2
<br />7 ,/2'
<br />IS•
<br />r
<br />3 OOP)
<br />2 112
<br />2 In
<br />6 I/r
<br />a 1/4'
<br />12 1/2
<br />6 1/4'
<br />-
<br />-
<br />6 Ile
<br />6 Ile
<br />3 5iFi )
<br />12 I/r
<br />12 t
<br />a 1/4'
<br />11/r
<br />12 I1r
<br />6 1/4'
<br />-
<br />-
<br />6 1/4•
<br />6 1/4.
<br />3 (eOROM)
<br />7 1/2•
<br />3 1/r
<br />r
<br />r
<br />7 1/2•
<br />4'
<br />r
<br />4 I1rI
<br />r
<br />3 //r
<br />r
<br />r
<br />4 (TOP)
<br />r
<br />r
<br />r
<br />3 1/2•
<br />7•
<br />3 1/r
<br />r
<br />r
<br />4 1/2'
<br />r
<br />s ,/r
<br />2 I/2.
<br />4 (7OPj
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />4 (BoTROM)
<br />r
<br />-
<br />6 I/r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />51/2•
<br />-
<br />r
<br />-
<br />4 (BOTTOM)
<br />,r
<br />7 1Ar
<br />IF
<br />,r
<br />tr
<br />to ,
<br />1r
<br />o 1n
<br />+ 1
<br />r
<br />Ir
<br />r
<br />DAP)
<br />IF
<br />6 ln•
<br />lr
<br />Ir
<br />Ir
<br />r
<br />/r
<br />r
<br />,r
<br />7 //r
<br />,r
<br />r
<br />t1a1)
<br />it
<br />7 rn•
<br />Ir
<br />,r
<br />13•
<br />D ,/2
<br />Ir
<br />10 I/2
<br />13•
<br />r
<br />5 (fOROM)
<br />lr
<br />T
<br />Ir
<br />1r
<br />,r
<br />6 1/2•
<br />Ir
<br />191/2'
<br />f0 I
<br />7 tn•
<br />tr
<br />r
<br />S (BOTmY)
<br />Ir
<br />7 //r
<br />Ir
<br />,r
<br />it
<br />to 1/2
<br />I3•
<br />115 i
<br />, t/
<br />r
<br />I it
<br />r
<br />is crop)
<br />tr
<br />a
<br />,r
<br />,r
<br />6 In•
<br />13•
<br />s ,n
<br />7 +n'
<br />s ,n•
<br />,r
<br />4 1n
<br />e
<br />t t/4
<br />e, a
<br />6, 4
<br />• 1 a
<br />6, 4
<br />6 1/4
<br />a
<br />-
<br />-
<br />6+ 4•
<br />e 1,
<br />6, 4•
<br />e 1/4'
<br />Is tp
<br />6 1/4•
<br />s
<br />i¢ omw 11 MR AND"= "m A WRONG FOR IWIMLOONS MOT an IR,4E oma as
<br />• WNMM ANCHOR MMORMR NO WOMAN ON OWUN IS ALE Oorum ON rAG SCEDRL NO EM
<br />LM DHN NOIWO ON SCMDRE PEO a MOM VACM LI MILIPIANO BOOM, *am ON
<br />moms 0 Tw m110we WOOL mR D46 a►mm To a roo mL WHO= Bona
<br />ONDOM IONS FACTOR LOLL LOT K LOS DWI IWORA SPICSa NOICMM FOR EACH ANCHOR TM
<br />aN DN fC01PL
<br />NCHM rim
<br />1/4•.
<br />/11
<br />t/r•
<br />1/a • fµi
<br />114Y
<br />rm/W
<br />NNI.a
<br />a6Nl r
<br />MINA ARp10e !TINTS Ok)
<br />1
<br />3
<br />3
<br />3 2 I/r
<br />1 1/1
<br />AtItgRMNN OW
<br />3
<br />1 ,/r
<br />r
<br />3 f ,/r
<br />3
<br />atwRaB.e3 Aaa
<br />a
<br />3 ,/r
<br />3 'Ir
<br />1 3 1/2 3 ,R•
<br />ACRML m B.wG,i
<br />11
<br />•A
<br />-
<br />-
<br />-
<br />- 2 ,
<br />all
<br />LLD
<br />—
<br />.3a
<br />r
<br />n14
<br />an
<br />-
<br />Im
<br />w
<br />,m
<br />190 '
<br />•• SPRO NCIS ONLY VAI WHEN SPACER IS USED. SEE 1 FOR MAX. AID.
<br />DESKN LGAOS h MAX PAE). TEEN SPACER IS
<br />t/4•a TAW
<br />ANCHOR W
<br />smtA
<br />A.B.D. OEM LW
<br />MA> LEMM L
<br />40 PSF OR LESS
<br />B'-B'
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 Pw TO SO PSF
<br />5-10'
<br />A MAX. PANEL LENGTHS ARE CW_Y VALID FOR INSTALLATIONS
<br />W/ SOW SET ANCHORS A IN/SPACER AT 12 1/2' O.C.
<br />ttttttttttt4<.— .�•.—
<br />�i,
<br />rw�
<br />LN/AN CON
<br />w ART 0 a. o.c. [ pl±g/wTM4". O.C.
<br />_ B�iopW CONCRETE on IK3>f,TE .= KOU'CONCRETE. oR
<br />LS
<br />WALL MOUNT
<br />SCALE 3/Mt
<br />SU 111413115 16 A 14 FOR ANCHORS
<br />TYPE A SPACING FOR NNALIATma NOT
<br />WOOD FMME alaDelOa.
<br />rawM MINIM A i/MINae AND aH6RA
<br />DOt tR6tMm ME R ms 71 oM tat
<br />iDlaAt me EA LED INN HiIrwT6o
<br />ON ITC E01AE R[OUCE MOOR SPACING
<br />tr MUl7rLYN0 WL'116 WIOWM ON
<br />SC®Yl[ Wr M ►ouo" I&IMM
<br />FOR DO OPERATION So IN PONOM
<br />:eDp3' D WPM ovum usm
<br />FACTOR OWL MI K LDa TWO
<br />LwIMA SMpa IONMtm FUR EACH
<br />MOOR lYK aN TIN 601mLLC
<br />MOM TOPE
<br />>�
<br />Mrr MCNI SPAM 0•)
<br />3
<br />•�W2w ;a.,.•1. 0•J
<br />22„2„Dl,y y,r Lr N
<br />3
<br />3
<br />AN.pppE W
<br />RIM
<br />2•
<br />Om
<br />71
<br />Is POURED
<br />CIE
<br />in eBLiOCK
<br />BID.
<br />1
<br />v MAX
<br />r PANEL LENGTH
<br />ON SHEET 12)
<br />I I
<br />I
<br />, _ I
<br />6
<br />EO
<br />�/0{Ii•Q lm0 yi
<br />cv
<br />, o
<br />1/4-0t'D�0/
<br />TAPOON
<br />ANCHOR • 6. O.C.
<br />1 ANCHOR O r O.C.
<br />POIAtm CONCRETE on
<br />HOCK ACCUSED.
<br />ExHSIN6 POIaED CONCRETE OR
<br />7E = SECURED.
<br />: 0 L�
<br />PANEL
<br />INSTALLATION DETAILS
<br />INTO WOOD
<br />--
<br />MOOD wAm
<br />MOUNTED
<br />1 4Y TAPCOR
<br />FOR LJFE SAFETY PANELU
<br />STRUCTURES
<br />—
<br />NEAODI
<br />1 4-0 TAPOON
<br />1
<br />r��0.G
<br />rO.c.
<br />__E
<br />\ _1 V
<br />/
<br />�0•
<br />tn• .,/4.
<br />1/4.
<br />MAX
<br />MAX
<br />Mr-
<br />1
<br />I
<br />ILJ�_
<br />T•IASs
<br />_ _ _ ,�a,•
<br />---it_— _. ._-'_ as
<br />1 1 Ir4R1 WO 1�
<br />6 t•
<br />----1GTH
<br />,MIL
<br />6 PANEL
<br />M I I ( EtLMl11pH
<br />a-
<br />(SEE ELEVATION
<br />i
<br />i ON SHEET 12)
<br />B
<br />SHEET
<br />ON SHEET t2)2)
<br />p TO CIA$&
<br />N ;
<br />6
<br />aASS. I I
<br />1 L/2
<br />IT I
<br />1
<br />1 awwoC
<br />. 1
<br />.
<br />, anAr ae
<br />1
<br />CO.
<br />�i
<br />PUCE
<br />REQUIRED I ! ,' , aY ►AI/RIMTE PLUS
<br />�� I ANCHHOR 0 12 ,/r O.C.
<br />PLATE
<br />I .I
<br />;
<br />1� I 1/4-*PAiQWIE PLUS
<br />111 ANCHOR 12 t/2. O.C.
<br />LL
<br />*lug PFJA
<br />WALLWOUNQItlGS
<br />N,IH/MM
<br />Ep A' Tki
<br />SCALE SNIT,•
<br />�'•,9
<br />441If7
<br />FIORwA BUILDING CODE Non High Valoafty Hu one Zone
<br />!
<br />* *
<br />46o2D nRea NIC
<br />24 CAGE CALVANMD STEEL STORM PAIL
<br />rA
<br />SPOON N •^
<br />1. NSTALLAnON ARE ONLY VALID FOR MAX. A.S.O.
<br />DESIGN PRESSURE RATINGS (p.s.Q AND PANEL
<br />STATE OF
<br />�D�:• f'i0R
<br />rGLOBAL
<br />IL Of Me. PROTECTION PRODUCTS. �•
<br />LENGTHS AS PER ELEVATION ON SHEET iL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W'000
<br />" �� ���� ��''
<br />`S�ONAIE� /�ri✓W
<br />••
<br />L
<br />R.4R.WN11 atA �WOOLF•'3DR;;4
<br />MEMBERS TO BE SOUTIEINN PINE No 2. W/ SPECIFIC
<br />A !
<br />:
<br />.r ur . T.. e141L-,4N PINK ON)MR-ISM PMC (N,)
<br />20-/7S
<br />DENSITY OF 0.56 OR EOBLAL.
<br />PL �
<br />m N r r
<br />OMela II.
<br />��q-ppN"'•j,'6"' E
<br />19
<br />19
<br />Car M or to
<br />N
<br />ly
<br />O
<br />N
<br />c
<br />'0
<br />N
<br />C
<br />5_O
<br />cu
<br />-a
<br />LO
<br />a—
<br />.0)
<br />U
<br />�
<br />N
<br />O
<br />cu
<br />O
<br />0
<br />O
<br />W
<br />C
<br />O
<br />O
<br />CCCf
<br />LL
<br />p
<br />CIO
<br />>
<br />.�
<br />C
<br />L_
<br />CL
<br />i
<br />�
<br />-0
<br />0
<br />.�
<br />cu
<br />U
<br />Q
<br />I
<br />4j
<br />c
<br />QN4
<br />o
<br />v
<br />F
<br />N •C
<br />C2 W
<br />a�
<br />V
<br />G L O
<br />CLL� O
<br />Wj
<br />e
<br />2O 11 CD
<br />N
<br />m x
<br />L.L.
<br />N
<br />= d
<br />FO O
<br />N
<br />O s
<br />Q
<br />=)
<br />r� CV
<br />cu Y
<br />CD
<br />m
<br />c
<br />E _
<br />Q
<br />p
<br />V
<br />3
<br />o
<br />� `
<br />Cu
<br />cuu
<br />rn a •o
<br />c r=
<br />NO O
<br />u
<br />0
<br />cn
<br />+^-J'
<br />W
<br />O
<br />cf)CL
<br />CL
<br />U
<br />c
<br />O
<br />•�
<br />mcu
<br />V /
<br />L
<br />m
<br />W
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />a
<br />SHEET NO.
<br />SH
<br />1A
<br />
|