|
IF Mm' U
<br />O�TE�OOMR7E..-, �4F
<br />ROCKE/'`tCLEM
<br />p1.; ----4A2.1-
<br />as .1-•)jaY 1 iT4PC0Ui ANL
<br />6 Ix' O.CVAIOES r MOL 60< I.7' 1
<br />tA7. (
<br />�il. 1; TRAP2 112• v 2' _
<br />aWL - - - -
<br />----•---� ---',
<br />1/a' { BOLL • r ..072'
<br />e Ir DC 31Oa-R,. a a0E3-n WA
<br />W/AACRMff C.A. ALFtt ANGLE
<br />CASE A_(PLAN� CASE 8 (PLAN)
<br />SCALE 1/4•-t' SCALE 1/4--iITT
<br />'(3)
<br />i Q ORE
<br />6Us-m ALAI' CONT. +WAIL
<br />AN" WITH ,/a•� .
<br />1'
<br />ML
<br />lA1}�
<br />�® ANppH a tY'rOM 2�1/1=' & . rn i
<br />�I -of IMMII
<br />C\
<br />Y . r . A06• ro lERN41E LED UxATION :Q
<br />r . r . ASS• wNT.
<br />AW. Amour am
<br />AN 3106-11134 SHEET PoLgm CONCRETE. CONCRETE
<br />METAL ALI N. BENT PIKE oOCH 09 2'N• WOOD TRAM E
<br />-1/t
<br />M- GAP
<br />SE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4•.1• SCALE 1/4 .1
<br />OPCLODp au E
<br />13R Hx = N -FEMALE D mE -'
<br />t.Sx w,' POLNEo ti! •� '�.7 : S BOTTOM O6 _+ PAIIGEMIE U"W6 (y[
<br />(Aa,,N, PNEL 00NCRLTE 610Cc VAKs 1 1 O ® OR 71r saao - SOta O ,>Pawlc 90EGAL oM sEE15 6.
<br />1WAEE LE006ED AS APPLEA!E Loa 11)
<br />OVERLAP �p,E re RDDD rWAAE r Mta-I 4 &
<br />OPENING MROfN) DR CONCRETE.
<br />CO CRETE: REOLon R11E 1 V C" -••�`•. �:. �,.� •.�
<br />REOIMEb 1;; - ".'i'sx,,. ` - 1 1 .. !/4• W7
<br />`�I
<br />H FRONT
<br />VS iRlz • 'a �� - ••-+MGM /WA' AMm PARALLEL W
<br />. --- I WALL (NETBt an Do ►ACN)
<br />x . BO. DISTANCE
<br />y 1-..�, E R1r.I
<br />CASE G (PLAN)
<br />SCALE 1/4-1*
<br />A1WWE .Law Tla''••""'•"••., VALID FOR DIRECT MOUNT INSTALLATION ONLY a
<br />Rxaros a
<br />COMMit PANEL INSTALLATION AT WALLS W/
<br />_ ` No. 4418T SURFACE LEVEL VARIATIONS WIT)" 3/4-
<br />* i Ar : w i FLORIDA BUILDING COME Non h WbaH Nur1kOM
<br />CASE E (PLAN) CASE F {PLAN) s oc f �r .Mm it1E0a t 24 GAGE OALVMM STEEL STDN( PANEL 13
<br />SCALE,/4•-,• SCALE 1/e-1' .e• <ORID*,:;'� oRRRA
<br />MAXIMUM A.S.D. DESIGN PRESSURE BEING (pMR4f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM EANU M INST ► ►TIONS INTO WOOD- STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATVES TW THRU 4W, ON SHEETS 6 4, 7)
<br />MAIL JS.D.
<br />OESICH
<br />PRIME
<br />RATa1G
<br />OPCLODp au E
<br />13R Hx = N -FEMALE D mE -'
<br />t.Sx w,' POLNEo ti! •� '�.7 : S BOTTOM O6 _+ PAIIGEMIE U"W6 (y[
<br />(Aa,,N, PNEL 00NCRLTE 610Cc VAKs 1 1 O ® OR 71r saao - SOta O ,>Pawlc 90EGAL oM sEE15 6.
<br />1WAEE LE006ED AS APPLEA!E Loa 11)
<br />OVERLAP �p,E re RDDD rWAAE r Mta-I 4 &
<br />OPENING MROfN) DR CONCRETE.
<br />CO CRETE: REOLon R11E 1 V C" -••�`•. �:. �,.� •.�
<br />REOIMEb 1;; - ".'i'sx,,. ` - 1 1 .. !/4• W7
<br />`�I
<br />H FRONT
<br />VS iRlz • 'a �� - ••-+MGM /WA' AMm PARALLEL W
<br />. --- I WALL (NETBt an Do ►ACN)
<br />x . BO. DISTANCE
<br />y 1-..�, E R1r.I
<br />CASE G (PLAN)
<br />SCALE 1/4-1*
<br />A1WWE .Law Tla''••""'•"••., VALID FOR DIRECT MOUNT INSTALLATION ONLY a
<br />Rxaros a
<br />COMMit PANEL INSTALLATION AT WALLS W/
<br />_ ` No. 4418T SURFACE LEVEL VARIATIONS WIT)" 3/4-
<br />* i Ar : w i FLORIDA BUILDING COME Non h WbaH Nur1kOM
<br />CASE E (PLAN) CASE F {PLAN) s oc f �r .Mm it1E0a t 24 GAGE OALVMM STEEL STDN( PANEL 13
<br />SCALE,/4•-,• SCALE 1/e-1' .e• <ORID*,:;'� oRRRA
<br />MAXIMUM A.S.D. DESIGN PRESSURE BEING (pMR4f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM EANU M INST ► ►TIONS INTO WOOD- STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATVES TW THRU 4W, ON SHEETS 6 4, 7)
<br />MAIL JS.D.
<br />OESICH
<br />PRIME
<br />RATa1G
<br />MAXIMUM ANCHORS SPACING FOR ED. - AS SIOMN ON StEE'IS 6 a 7
<br />AP►IXI VftE
<br />10
<br />a THEM
<br />kviamum
<br />PANEL
<br />LENGTH
<br />(h.)
<br />TAPCON
<br />LAID SCREWPANIOLMATE
<br />FEMALE ID
<br />TE
<br />r000 MUJSIWIG
<br />iJ'
<br />13'
<br />•
<br />J
<br />1 '
<br />S
<br />J
<br />W (TOP)
<br />13•
<br />IT
<br />Ir
<br />IT
<br />IT
<br />Ir 1B011W)
<br />6 1/2-
<br />9 1/2'
<br />6 1/2'
<br />6 1/2-
<br />a l/r
<br />(TGP)
<br />-
<br />-
<br />a 1/4-
<br />12 H/2
<br />6 1/4'
<br />(B01T.•)
<br />giM�
<br />- -
<br />r
<br />a•
<br />e•
<br />e
<br />-
<br />ITL�
<br />LESS
<br />e'
<br />a•
<br />lr
<br />13'
<br />ti•
<br />13'
<br />11'
<br />IT
<br />(TOP)
<br />OR
<br />1F56
<br />IT
<br />IT
<br />13'
<br />13•
<br />6 1/2•
<br />w (TOP)
<br />I3•
<br />13"
<br />13•
<br />13'
<br />6'
<br />Ir (80110MJ
<br />8 1/2'
<br />1
<br />6 /2
<br />6 1 /1
<br />6, -
<br />/2
<br />a(TIP)
<br />1/2*
<br />-
<br />6 1/4'
<br />12 1/2
<br />6 t/a•
<br />(tOp.•j
<br />>r-r
<br />m
<br />4 1/T'
<br />a 1/2-
<br />6 1/2•
<br />14ITT
<br />♦ t/2'
<br />♦ i/1'
<br />Y
<br />T
<br />-
<br />7N (BOTTOM)
<br />t0 t/T•
<br />9 1/2•
<br />iT'
<br />iT'
<br />4•
<br />W flap)
<br />,S•
<br />IT
<br />13•
<br />,r
<br />a 111•
<br />W"N)
<br />• SEE TABLE #1 FOR MAX A.S.D. DESIGN LOADS R MAX PANEL LENGTHS WHEM SPACER C I
<br />USED, CGIERESPONDING ONLY TO ALTERNATE 2LY ON SHEET 6
<br />MAX A.S.D.MAMMUM
<br />DESIGN
<br />RATING
<br />(PA.t.)
<br />µCH ORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 A 7
<br />10
<br />APPLICABLEPRESSURE
<br />_� «.PtT4
<br />�Rwaw11C+
<br />OF THEY
<br />M,Lp,MI,
<br />PANEL
<br />LENGTH
<br />(p-)
<br />TAPCON
<br />LAG SCREW
<br />PANk11Nh
<br />FE)AME ED
<br />PANEUNiE
<br />PLUS
<br />160CID lKIkNrN6
<br />Ir
<br />IT
<br />Ir
<br />Is,
<br />13
<br />W cmn
<br />IT
<br />IT
<br />IT
<br />IT6•
<br />1w (,low
<br />e 1/2.
<br />a I/r
<br />a 1/2'
<br />5 1/2-
<br />6 1/r
<br />ice)
<br />-
<br />-
<br />6 Ile
<br />12 1/2•
<br />9 Ile
<br />Crop.•)
<br />7•
<br />7 t/2•
<br />or
<br />e'
<br />-
<br />Crop)
<br />LESS
<br />7 1/2•
<br />!'
<br />r
<br />r
<br />-
<br />JAR (BOTIOY)
<br />-- IT
<br />13,
<br />13,
<br />,Y
<br />IT
<br />ro-4S
<br />.75. -75
<br />Ir
<br />IT
<br />IY
<br />,T
<br />IT
<br />(BOTTOM)
<br />/Y
<br />tr
<br />13'
<br />IY
<br />leW
<br />1T
<br />IT
<br />13•
<br />IT
<br />6 1/4•
<br />,W (BO,1oM)
<br />61/2"
<br />1
<br />6/Y
<br />6r/Y
<br />al/l•
<br />a /T
<br />(top)
<br />-
<br />-
<br />5 1/4•
<br />12 1/2'
<br />s 1/4'
<br />(SDTr.•)
<br />>5"-0'
<br />TO
<br />-S'
<br />5'
<br />S 1/2•
<br />6'
<br />e•
<br />-
<br />3x (80TO1)
<br />13"
<br />12'
<br />IT
<br />,T
<br />S In.
<br />(LOP)
<br />IT
<br />IT
<br />,r
<br />,r
<br />,o•
<br />4W )
<br />• SEE TABLE /i FOR MAX. A.S.D. DESIGN LOADS 4 MAX. PANEL LENGTHS WHEN SRK2';'R IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 21V ON SHEET 5
<br />7eol�v.
<br />a
<br />A,
<br />A.SOEM LOAD
<br />LENQfM�
<br />40 PSF OR LESS
<br />6'-6-
<br />> 40 PSF TO 50 PSF
<br />W-2'
<br />> 50 PSF TO W PSF
<br />W-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATEf�MALE ID OR PANEL MATE PLUS
<br />ANCHORS h W/ �'S5W 1/2' O.C.
<br />Ile
<br />LD• '%
<br />1
<br />1
<br />O
<br />I
<br />I
<br />_
<br />I
<br />N 1• Mm.
<br />1
<br />.'
<br />PAW LENGTH
<br />(SEE ELEVATION
<br />ON SEAT ,2)
<br />_--
<br />I- WL.
<br />"- WAPA
<br />TO CLASS
<br />1
<br />ZOOM
<br />/ff i
<br />L0,0 ' 1
<br />DO579K. POLIII);O // i CONCRETE OBLOCK : -® - -
<br />� e Vr Gc
<br />t/4'r PNIal" PyLC
<br />ANCHOR a 12 1 O.CRMULAR PANELS
<br />sm Balk Is a to ran A1CHM6 TYPE a swm FOR
<br />PBWI MM INTO WOOD MIS aU ama
<br />mom" YOGA $ AW" AND MOWN am ps1'm m
<br />ARE NOMM ON THE SCHEIDAL IN LO LID THAN
<br />MEADOW ON soma RmJa AND" s►onm of
<br />MAIBIWe SPACING SEWN ON =99ULE of M
<br />fOUDWNC FACIOR6 MR 7116 OPBM11O1 TD X POSPALL
<br />MMUMD 9►ACMG oe%AM01 USM PAC= VVIIL HOT WE
<br />LED TWA YMEWY view OarAWD POR EACH ANCHOR
<br />TYPE ON im WHUML
<br />WePun
<br />mS flK
<br />_
<br />,7/m1
<br />MMMa ANOBR sum 00
<br />3
<br />3
<br />•R.WBINM �•••�• oa
<br />3
<br />3
<br />3
<br />3 In
<br />4WMYe W ORAr4N Y PL)
<br />1YML BIt Ii6Q
<br />R101611
<br />I I/r
<br />----- --- - -
<br />• 7•
<br />---
<br />-
<br />-- -
<br />- I/r
<br />0a1
<br />-
<br />r
<br />nrG
<br />m
<br />EO•
<br />�r�✓ / �
<br />I
<br />1-•SEPARAIO.
<br />I TO
<br />I
<br />•`
<br />I..-..
<br />a OtENlA'
<br />1
<br />1
<br />1• MNU.
<br />e PAWL LENGTH
<br />(SM ELEVATION
<br />ON SIEEF 12)
<br />N
<br />I
<br />I
<br />lG
<br />t
<br />6.
<br />COIICIETE stock
<br />%f
<br />1µY PANELMATE
<br />3O
<br />AMR C.)WALL
<br />MOUNTINN
<br />MAXIMUM A.S.D. DESIGN PRESSURE UMNO f-) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR EGA UL►R MRN PANEL _EL CI) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL(1)INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 All 5)
<br />MIL. A5.0.
<br />DESIGN
<br />PRESSURE
<br />'M'"i0j
<br />AOXMM ANCHORS SPACING FOR MN E.C. PER SCHEDULE BELOW
<br />APPLICABLE
<br />TO SM.
<br />AIAMMUM
<br />PANEL
<br />tEENG
<br />�)
<br />AWL ASA
<br />OCRON
<br />PRESSURE
<br />(PA0 j
<br />VAX" ANMM SPACING FOR MIN LO, PER SCHEDULE BELOW
<br />APpLJC/iBI.E
<br />MANMW
<br />IEN6ITH
<br />{n )
<br />10PCON
<br />SOLID-9Ef
<br />PAWIDAMOT
<br />=AIMC-IW(1N
<br />CALK-01
<br />t
<br />TAPDOI
<br />LE 0
<br />PIus
<br />7 N:-t4"
<br />CALK-61
<br />6
<br />ro
<br />m
<br />m
<br />OMEM
<br />ro
<br />W
<br />MOW
<br />m
<br />OnOMBINE GN
<br />W
<br />ameSOLD-SET
<br />m
<br />m
<br />m
<br />m
<br />w
<br />OF
<br />t45, -45
<br />ORTo
<br />LESS
<br />1r
<br />1]•
<br />/3'
<br />fY
<br />it
<br />13'
<br />it
<br />TS'
<br />IT
<br />13•
<br />/r
<br />IT
<br />6,-0•
<br />CXI
<br />LRa
<br />, -45
<br />.ab, -as
<br />Y
<br />IT
<br />Y
<br />1r
<br />1 /_
<br />/
<br />a,-r
<br />OR
<br />tESS
<br />IT
<br />1r
<br />Ir
<br />,!•
<br />,r
<br />13'
<br />,3'
<br />U•
<br />,r
<br />1r
<br />7S•
<br />,J'
<br />;(BOTTOM)
<br />1]'
<br />tY
<br />,Y
<br />13`
<br />,]'
<br />1S•
<br />,J'
<br />tr
<br />13•
<br />,r
<br />IT
<br />,1 1/=
<br />t (BOTTOM)
<br />IT
<br />1Y
<br />IT
<br />IT
<br />Is-
<br />IT
<br />,r
<br />,T
<br />IT
<br />1T
<br />,Y
<br />it
<br />2 Crop)
<br />IT
<br />tY
<br />,Y
<br />Ir
<br />IT
<br />IT
<br />IT
<br />tr
<br />IT
<br />tr
<br />I3•
<br />I Ill
<br />2 (10P)
<br />IT
<br />IT
<br />tr
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />tr
<br />IT
<br />,r
<br />IT
<br />2 (Bo,TOM)
<br />1Y
<br />IT
<br />IT
<br />IT
<br />IT
<br />it
<br />IT
<br />IT
<br />it
<br />1r
<br />/J•
<br />, t/t
<br />2 (somm)
<br />1T
<br />IY
<br />tr
<br />IT
<br />1r
<br />IT
<br />IT
<br />,3•
<br />Ir
<br />Ir
<br />IT
<br />IT
<br />3 (TOP)
<br />IT
<br />IT
<br />1T
<br />Lr
<br />it
<br />13•
<br />IT
<br />IT
<br />it
<br />IT
<br />IT
<br />11 1/213
<br />(TOP)
<br />-
<br />Ix t
<br />t2 1/2
<br />a Ile
<br />,& 1/4'
<br />T if•2
<br />12 ,/P
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />3 (NOTION)
<br />-
<br />-
<br />2 1/2
<br />12 ifY
<br />6 t/4'
<br />6 i/4'
<br />2 T
<br />2 1/
<br />-
<br />-
<br />6 1/r
<br />6 14'
<br />3 (WNW
<br />r
<br />r
<br />6•
<br />r
<br />D•
<br />r
<br />a•
<br />a'
<br />r
<br />a'
<br />e'
<br />7 ,/T'
<br />4 (Top}
<br />r
<br />5 1/Y
<br />9'
<br />a•
<br />a-
<br />6 1/2'
<br />r
<br />7 I/Y
<br />0•
<br />r
<br />r
<br />a'
<br />4 (IOp)
<br />r
<br />-
<br />r
<br />-
<br />s•
<br />-
<br />r
<br />-
<br />e•"
<br />-
<br />e-
<br />-
<br />(BOTTOM),
<br />e•
<br />1J'
<br />-
<br />a'
<br />-
<br />e'
<br />-
<br />r
<br />-
<br />6•
<br />-
<br />e•
<br />-
<br />4 tell7roR�
<br />_
<br />15-
<br />13'
<br />IT
<br />,Y
<br />1J•
<br />Ir
<br />tr
<br />IT
<br />13'
<br />IT
<br />IT
<br />S (TOP)
<br />/Y
<br />13•
<br />it
<br />IT
<br />13'
<br />,T
<br />IT
<br />IT
<br />it
<br />IT
<br />1t if2
<br />5 (TOP)
<br />is'
<br />U•
<br />IT
<br />13'
<br />IT
<br />IT
<br />IT
<br />13•
<br />_Ir
<br />IT
<br />IT
<br />IT
<br />IT
<br />(Bono
<br />it
<br />iJ•
<br />,Y
<br />IT
<br />,T
<br />IT
<br />IT
<br />IT
<br />IT
<br />_
<br />IT
<br />1r
<br />11 1/
<br />5 (BOTTOM)
<br />1T
<br />13'
<br />IT
<br />IT
<br />1r
<br />IT
<br />13•
<br />1r
<br />1Y
<br />,r
<br />13•
<br />6 (TOP)
<br />i]•
<br />IT
<br />IT
<br />iJ'
<br />U"
<br />13•
<br />1r
<br />IJ'
<br />,3•
<br />,Y
<br />13'
<br />it t/T
<br />6 Mn
<br />_
<br />-
<br />6 1/4•
<br />6 1/4'
<br />1 Ile
<br />a 1/4'
<br />-IT
<br />-
<br />-
<br />-
<br />-
<br />6 1/4-14
<br />I/C
<br />6 -
<br />-
<br />-
<br />6 1/e
<br />6 1/4-
<br />6 1/Y
<br />6 1/4'
<br />-i
<br />-
<br />-
<br />-
<br />6 Ile
<br />6 I/4'
<br />9 (60n
<br />IT
<br />9'
<br />IT
<br />10 1/2
<br />IT
<br />r
<br />it
<br />r
<br />7 ,/2
<br />S 1/2
<br />13•
<br />4 i/2
<br />I (TOM
<br />>a,�
<br />TO
<br />IT
<br />6'
<br />IT
<br />IS•
<br />13•
<br />6 i/2
<br />13'
<br />a t
<br />9 1/
<br />6 i/T
<br />IY
<br />S ,
<br />1mn
<br />sY-r
<br />ro
<br />D'-6'
<br />IT
<br />r
<br />IT
<br />,3'
<br />IT
<br />9 1/2
<br />IT
<br />9 t/2
<br />to In
<br />7 1/2
<br />IT
<br />or
<br />I (TKRrOY)
<br />it
<br />7 I/r
<br />W'
<br />7T
<br />IT
<br />Ir
<br />IT
<br />to*
<br />it'
<br />S
<br />13•
<br />6 I/rIll
<br />(BOTTOM)
<br />1T
<br />51
<br />IT
<br />10 l/
<br />IT
<br />r
<br />13,
<br />7•
<br />7 1/2
<br />5 1/2
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<br />4 In•
<br />2 OOP)
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<br />/•
<br />Ir
<br />IT
<br />IT
<br />a 1/2'
<br />IT
<br />a 1/r
<br />9 ,/r
<br />a lIr
<br />IT
<br />S f/2.
<br />2 crop)
<br />IT
<br />r
<br />it
<br />Is,
<br />is,
<br />9 Ill
<br />IT
<br />9 ,/2
<br />10 1/2
<br />7 1/2
<br />IT
<br />6 1/2'
<br />2 (BOTTOM)
<br />t3"
<br />7 1/Y
<br />IT
<br />IT
<br />tr
<br />to'
<br />13•
<br />to.
<br />H'
<br />r
<br />13•
<br />a 1/T'
<br />:(BOTTOM)
<br />u
<br />r
<br />IT
<br />,r
<br />1r
<br />9 1/2
<br />u
<br />• 1/2
<br />,o v2
<br />7 ,/2
<br />•r
<br />a ,n'
<br />s (Top)
<br />Ir
<br />7 ,/z
<br />IT
<br />1r
<br />IT
<br />,r
<br />IT
<br />/o
<br />it
<br />a
<br />1r
<br />a 1/r
<br />s (Tap)
<br />12 1/2
<br />12 11
<br />0 i/4•
<br />6 I/4•
<br />2 ,/r
<br />6 1/4•
<br />-
<br />-
<br />6 I/e
<br />6 Ile
<br />(BOI7W)
<br />-
<br />-
<br />2 1/2-12
<br />,/
<br />6 1/4'
<br />6 1/4•
<br />T ,
<br />12 1/2
<br />-
<br />-
<br />6 ,/{'
<br />6 1/1•
<br />] (BaNTW)
<br />r
<br />r
<br />r
<br />5 1/2"
<br />7'
<br />3 1/2•
<br />r
<br />e
<br />4 1/2'
<br />3•
<br />6 1/2"
<br />3'
<br />4 (COP}
<br />N 1/2•
<br />r
<br />r
<br />r
<br />1"
<br />4•
<br />a
<br />4-
<br />4 1/2'
<br />] ,/r
<br />6 1/2'
<br />]•
<br />• (TOP)
<br />6•
<br />6'
<br />8'
<br />r
<br />a 1/r
<br />7 1/2'
<br />4 (BOTTOM)
<br />r
<br />r
<br />r
<br />r
<br />6 1/1•
<br />7 TIE-
<br />4 (Wf *4
<br />1Y
<br />r
<br />IT
<br />13'
<br />IT
<br />0 ,/r
<br />IT
<br />9 ll:r
<br />G I/2
<br />7 1/Y
<br />IY
<br />r
<br />S (TOP)
<br />13'
<br />a ,/r
<br />/3'
<br />13'
<br />IT
<br />10'
<br />it
<br />10•
<br />it"
<br />e•
<br />13"
<br />6 1/2"
<br />6 (10P)
<br />1J•
<br />r
<br />/r
<br />13•
<br />it
<br />9 t/x'
<br />tJ'
<br />9 t/2'
<br />0 T/2
<br />7 t/Y
<br />/T
<br />is //T'
<br />a (BOT10u)
<br />iJ'
<br />a 1/r
<br />IT
<br />IT
<br />IT
<br />to,
<br />IT
<br />to,
<br />7,•
<br />r
<br />IT
<br />6 1/Y
<br />5 MOTION)
<br />13
<br />S'
<br />lr
<br />t0 t/2
<br />tr
<br />r
<br />tr
<br />r
<br />7 1/Y
<br />S I/2'
<br />,r
<br />4 1/2'
<br />6 (TOR)
<br />fY
<br />a
<br />it
<br />1T
<br />IT
<br />A 1/2•
<br />13•
<br />6 ,/2.
<br />9 ,/2'
<br />6 1/2'
<br />f]'
<br />5 1/2'
<br />s (TOP)
<br />t/P
<br />a 1/4'
<br />6 1/4'
<br />E 1 4•
<br />6 (BOTH.-)
<br />-
<br />a Iµ'
<br />6 1/4'
<br />6 Ile
<br />a l 4•
<br />-
<br />-
<br />-
<br />-
<br />6 1 e
<br />6 1/4.
<br />6
<br />sm BIaT 11 IN ANDNOS TIME a SPACING NOR INSTALLATIONS INTO WOOD pM/[ SUIDPBs
<br />• MOWN ANaoN SPAM105 AND tBMM EDGE OSTMICE AM PArA= ON THIS SCHEDULE IN EO
<br />LM TWA INDICATED ON SC16DLRE REDUCE ANCHOR SPACING Of "IOLVMG sPACMO SHOW ON
<br />SCIEOAL IN M FOA4WK FACTORS. FOR Ties OPBMINIM 10 H FOSS" NEWJM SIACNa
<br />OWL%NM USR4 rx"N-GALL Nat BE Lose TWIN mww S/ACRe Noma FOR EACH 440"W TYPE
<br />am m6 SCWD".
<br />NOON M
<br />t/41
<br />t/sy
<br />1µ1
<br />f/4Y
<br />Tp'r
<br />smee-mm"
<br />We
<br />0t
<br />_
<br />UP=
<br />Ree-aT
<br />t9OMUM MOWN sommid OIL)
<br />3
<br />3
<br />3
<br />3
<br />A ,/r
<br />3 1n
<br />MIMRIMm P43
<br />3
<br />3 ,/r
<br />r
<br />3
<br />3 112-
<br />3
<br />•t• 11a•I Row
<br />3
<br />3 ,/r
<br />3 ,/r
<br />3 In
<br />a 1/r
<br />4
<br />ACrvmL MK DMWIOE
<br />MOTOR
<br />-
<br />r
<br />3 ,
<br />an
<br />m
<br />a16
<br />-
<br />,.AT
<br />ILO -
<br />Im
<br />Im
<br />" SPACRN05 ONLY VALID WHENPACtIt SIS USED SEE: Twx jI FOR MAX. "D.
<br />DESIGN LOWS h WX PANEL WHEN SPACER RAJ IS USED.
<br />---'---_"-`___.ANCHORS (SEE SM-non AT ALTEINVITIM ON SHIM-M 13, 14. 15----
<br />r MAN R-1A/13, R-2A/13, R-3A/14, R-1e/13. R-2111/13, R-311/14,
<br />R-1AW/TS. R-2AW/15, R-3AW/1B. R-1BW/1S, R-211W//5. R-31M
<br />�J V O',', O O O O O
<br />7AiE.11
<br />a
<br />A O. DESIGN LOAD
<br />VAXIM PANEL
<br />LOAM
<br />40 PSF OR LESS
<br />6-6'
<br />> 40 PSF TO 50 PSF
<br />W-2•
<br />> 50 PST TO 60 PSF
<br />S'-10'
<br />A MAX, PANEL LENGTHS ARE ONIX VALID FOR INSTALLATIONS
<br />W/ SOUD SET ANCHORS It W/ SPACER AT 12 1/2. O.C.
<br />3' MAIL
<br />UL REGIR.AR PANEL
<br />1/4'11-20111" SZ, BOL75 W, 1�
<br />�� (USE FOR PANEL LWGM
<br />OVER 7 -e'
<br />,
<br />PANEL
<br />i I
<br />-
<br />- o
<br />REGULM Sf PANEL
<br />L
<br />i
<br />LIFE SAF1T�OPUH
<br />! ' �'
<br />S,S. BOLTS�w
<br />AT
<br />F—
<br />t
<br />IIIrrI
<br />--
<br />T
<br />1
<br />R ._----- . :__
<br />_. :_ _ ------- .—_.
<br />2f itlt7Rt7+FS-�F STUD ___.
<br />- - PANEL BOTTOM CORNERS
<br />'AllT ro e LSE SAFEt'T'-._ 1
<br />. _ _�___ _ P
<br />_ ___ .__ i
<br />Lie ML.
<br />POST MOON
<br />- --� (W/ WEIR MID ►NIL LENGTH BOLT)
<br />--------------
<br />r-r IS +ao.o. -aco It f.
<br />(RIO "RAP MO PANEL LENGTH /OLT)
<br />A USE 21-81 M. PMEL LENGTH
<br />AT ALL MIOIRlIHGS L12
<br />or
<br />.,---.1..
<br />- OVERLAP-•
<br />orI WING NUT AlEXTERIOR WMIG NUT AT
<br />rc--
<br />y MAY. LEFT PANEL RIGHT PANEL r IWi INISTALLATIOIS ONLY VALID FOR HS•D
<br />t MIN. R-IA/13, R-2A/13, R-34/14 R-to/13, R-2R/i3 R-3B/f1, 1' MN,I SPEED UP TO 170 m.p.h.
<br />R-UAW/15, 111-20/15. R-3AW/16. R-18W/15, R-28W/iS. It sew/1B.
<br />._-ANCORS (SEE SECTIONS It ALTEMNIM143 ON SLEETS 13, 14. 15 &is)---- - -----. _.--. ------
<br />-+/4' MAX. GAP
<br />LIFE SAFETY STORM PANEL. CD ELEVATION M -i
<br />SCALE 1/4•.1•
<br />2.e117• . 1 •ECLAIR
<br />' STORM PANEL t� 0~ -1 row STOW PANEL :
<br />NNA
<br />__- - o-='=>->•-_ - - °----°- _ - -°-__-_ -- --- _-�_ _- _ ,- .�� "'FEN --_ �1 , -._. ---
<br />W -(
<br />I
<br />Mw, cw
<br />�d
<br />USE PANEL 9 : * 1F $ FLORIDA BUILDING CODE Non High Velocity Hufrlcans Zone)
<br />F �ORIO► .'iT� ING F.P24 GAGE GALVANM STEEL STORY PANEL Dom
<br />EXIEBI4R ss� •N....F�G�i� '�'
<br />SEQI N A —A L E� rROTECTION PRODUCTS. LLC.
<br />1' a'
<br />4M LW. 51 SHUT
<br />SGut 'aKa.'rastr-,';0!rMa`a'GPaR. a*B I ML rL SUIT. 20-1759l-76a FAR M4)on-6A7
<br />rA-roa7u a. w.: r ORWA G Ma:
<br />PL iAt/SaW1RIJaAIE AN A WL0 ,/.. P.L �-•• SI@ 13 O t6
<br />TAPCON
<br />RerAc
<br />,/4-
<br />MAx.
<br />1 �
<br />1
<br />1
<br />I
<br />I
<br />I v
<br />t
<br />1 _ , IYI-AwY
<br />1-
<br />I a IOLe_--ikQ�
<br />Rer O.C.
<br />NED W/ STW
<br />WOOD
<br />1
<br />( I
<br />I
<br />1
<br />1 '
<br />1
<br />������TTTirrT t/4 3b1'
<br />+f
<br />r-- ar ARE L LOW"
<br />SEE
<br />I --I ON SHEET 12)
<br />1
<br />1
<br />1
<br />Cm E0.
<br />t
<br />2-N4• "K.
<br />-A)PLATE
<br />'0 TAPCON REQUIRED
<br />:Im a r O.C.
<br />DGERM W/ STUD
<br />4• wow
<br />WALL MOUNT#=
<br />SCALE 3/0-7•
<br />1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN
<br />PRESSURE RATINGS (p.s.f) AND PANEL LEMONS AS
<br />PER ELEVATION ON SHEEE'Tf 1L
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECR,C
<br />DENSITY OF 0.55 OR EQUAL
<br />TIPCOM
<br />Rero.a.
<br />�1/4.
<br />PEEL IENGn4
<br />(SEE EIEWAIQN
<br />ii ON SHEET 12)
<br />1 �1f f
<br />o:
<br />1
<br />1 L/2
<br />1
<br />1
<br />IOUf r �
<br />1_
<br />TAPCOP 2•as'
<br />R a e O.C. PLATE
<br />REQUIRED
<br />-N:�:0r 17".195 17.Trw7aL
<br />I `PANEL 1• LEMON
<br />i --I ON SHEET 12)
<br />1
<br />�_ fl
<br />I
<br />1 O 6.
<br />i .
<br />1
<br />1
<br />1
<br />1
<br />I
<br />W31 MA
<br />00.15 r
<br />• t3 , QC
<br />TAPCOI
<br />OW • r D.C.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (o...f.) AND CORRESPONDING MAXIMUM AiLNCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL Cif INSTALL ATIONS INTO CONCRETE & CONCRETE BLu� K STRUCTURES
<br />(VALID ONLY FOR PANEL01 INSTALLATIONS AS PER SECTDNS 1 THRU 6, ON SHEETS 4 k 5)
<br />MAN. A33L
<br />DESIGN
<br />PRESSURE
<br />RA1YA)FEMALIE
<br />(P.•-1.)
<br />MAXNA M ANDg SPACING FOR IBM ED. PER SC EXIE BELOW TO,APPLICABLE
<br />a
<br />4 T,a
<br />MA7OIKMI
<br />PANEL
<br />LENGTH
<br />1•
<br />(N.)
<br />MII3I. AS-0.
<br />DESIGN
<br />PRESSURE
<br />RATiNG
<br />(P,6.1,)
<br />AIAfBYlA1 ANCHORS SPACING MR MO EA. PER 9(xE0{AE BELOW Ift
<br />APPLICABLE
<br />Maxrnal
<br />PANEL
<br />R
<br />( )
<br />TAPI'A!1
<br />SOLD -SET
<br />10
<br />FLLE
<br />=AAA OM
<br />CALK-01
<br />TAPCON
<br />LOUD -SET
<br />WETS
<br />ZAWG-NN N
<br />CHlh6i
<br />/
<br />a 7WYTM
<br />11EM
<br />W
<br />W
<br />com�OF
<br />W
<br />W
<br />WOIL.
<br />W
<br />m
<br />W
<br />W
<br />11
<br />W
<br />TO
<br />+75. -7a13•
<br />IT
<br />/1'
<br />tr
<br />13'
<br />tY
<br />/3•
<br />,r
<br />,r
<br />1r
<br />IT'
<br />,r
<br />1r
<br />1
<br />w-4r
<br />on
<br />LLB
<br />+76.6-75
<br />.IlS.-1746
<br />1]'
<br />r
<br />,3
<br />a 1/2
<br />73'
<br />61
<br />IT
<br />6 1/
<br />7 F
<br />S 1
<br />IT
<br />4 I/T
<br />,
<br />6'-r
<br />OR
<br />L�
<br />,T
<br />1t•
<br />IT
<br />IT
<br />IT
<br />it
<br />it
<br />1T
<br />IT
<br />12,
<br />i7•
<br />,r
<br />�,�,,.y�
<br />1 (monrom.)
<br />IT
<br />6 t/2'
<br />IT
<br />IT
<br />IT
<br />r
<br />,T
<br />9'
<br />lr
<br />7 t/r
<br />IT
<br />r
<br />I (6m,OM)
<br />1Y
<br />Ir
<br />IT
<br />IT
<br />IT
<br />IT
<br />Is-
<br />IT
<br />IT
<br />Ir
<br />IT
<br />,0•
<br />MP)
<br />it
<br />r
<br />IT
<br />10 1
<br />it
<br />S 1/2•
<br />IT
<br />6 TIT
<br />7 1/2'
<br />6 1/2•
<br />13•
<br />4 1/2'
<br />(TOP)
<br />IT
<br />11•
<br />15'
<br />IT
<br />IT
<br />1T
<br />IT
<br />7T
<br />IT
<br />it
<br />tr
<br />1r
<br />2 (eorrOM)
<br />IT
<br />r
<br />IT
<br />IT
<br />IT
<br />9 1/1'
<br />lr
<br />/ 1/2•
<br />to ,
<br />7 ,/2'
<br />13'
<br />a ,/2•
<br />= DWM*
<br />13•
<br />it'
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />,r
<br />IT
<br />it
<br />Crop)
<br />IT
<br />7•
<br />IT
<br />IT
<br />IT
<br />9 1/2'
<br />IT
<br />S 1/2'
<br />,0 1/2
<br />7 1/2•
<br />IT
<br />r
<br />3 tr"
<br />2 i/r
<br />ix 1/2
<br />6 1/4'
<br />6 ,/4'
<br />2 1/2
<br />12 I/2
<br />-
<br />-
<br />6 1/4'
<br />9 1/4'
<br />3 (110170)
<br />-
<br />-
<br />2 1/2
<br />12 ,/2
<br />0 1/4'
<br />6 ,/4'
<br />2 1/2
<br />6 I/C
<br />-
<br />-
<br />a I/4.
<br />6 Ile
<br />3 (aDTroM)
<br />a
<br />r
<br />a
<br />r
<br />e•
<br />1•
<br />1•
<br />6 1/2'
<br />r
<br />5•
<br />a•
<br />4 11r
<br />4 MM
<br />r
<br />r
<br />r
<br />5 1/2'
<br />r
<br />3 1/2'
<br />r
<br />4'
<br />4 T/r
<br />r
<br />6 1/r
<br />2 I1r
<br />4 (TOP)
<br />r
<br />-
<br />6'
<br />-
<br />r
<br />-
<br />r
<br />r
<br />e•
<br />-
<br />r
<br />-
<br />(eG7TOd)
<br />r
<br />-
<br />6 1/r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />s t/2'
<br />-
<br />r
<br />-
<br />(BOTTOM)
<br />1]•
<br />1,'
<br />73'
<br />17•
<br />_
<br />13'
<br />13'
<br />/]'
<br />1S-
<br />/3'
<br />11'
<br />1J'
<br />10•
<br />LOOP)
<br />IT
<br />W ,/r
<br />IT
<br />IT
<br />IT
<br />r
<br />13'
<br />9'
<br />1r
<br />7 1/Y
<br />,J•
<br />r
<br />C,OP)
<br />IT
<br />it"
<br />IT
<br />13•
<br />,r
<br />13•
<br />13•
<br />iY
<br />Tr
<br />12•
<br />IT
<br />ur
<br />(eotlOD
<br />IT
<br />r
<br />IT
<br />it
<br />lr
<br />/ ,/r
<br />IT
<br />9 1/1'
<br />O 1/3
<br />7 1/2•
<br />IT
<br />it
<br />P OrrOM)
<br />IT
<br />it*
<br />IT
<br />IT
<br />IT
<br />13•
<br />1r
<br />IT
<br />IT
<br />,r
<br />IT
<br />to,
<br />5 (Wi)
<br />IT
<br />r
<br />t]'
<br />0 1/2
<br />IT
<br />9 1/r
<br />IT
<br />6 1/1'
<br />7 ,/Y
<br />S ,/Y
<br />13•
<br />4 1/2'
<br />(1rD)
<br />6 1/4'
<br />a 1/4•
<br />6 / r
<br />-
<br />-
<br />-
<br />-
<br />0 1/4'
<br />6 I/4.
<br />6 (boTTr•)
<br />_
<br />_
<br />6 ,/r
<br />6 I/4'
<br />5 1 4'
<br />a / 4•
<br />6 110
<br />/ Ile
<br />-
<br />-
<br />6 Ile
<br />a 1/4•
<br />a (Wort.-)
<br />1r
<br />7 1/2
<br />7T
<br />IT
<br />,r
<br />,r
<br />it
<br />it
<br />, I-
<br />a-
<br />,r
<br />1/2
<br />1 )
<br />,,
<br />B'-0
<br />IT
<br />s
<br />1r
<br />o ,
<br />,r
<br />Ir
<br />6 ,
<br />7 ,
<br />>S'-'
<br />TO
<br />7 1/2'
<br />1Y
<br />s
<br />13•
<br />10 1/2
<br />tY
<br />t0 1/T
<br />1 1/Y
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<br />r
<br />I (90TroM)
<br />Ir
<br />s ,/r
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<br />lY
<br />Isrtr
<br />r
<br />tr
<br />7 I/r
<br />Ir
<br />r
<br />I (WMLI)IT
<br />7 1/2'
<br />,T
<br />ITIr
<br />,r
<br />13•
<br />/r
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<br />e•
<br />13•
<br />0 ITT'
<br />1 (TOP)
<br />IY
<br />S•
<br />Ir
<br />0 1
<br />IT
<br />IT
<br />6 I/r
<br />7 1/2'
<br />5 ,/2•
<br />IT
<br />4 1/2'
<br />2 Crop)IT
<br />7 t/2•
<br />,r
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<br />IT
<br />it
<br />0 1/r
<br />Q 1/2
<br />7 1/2'
<br />IT
<br />6 I/r
<br />2 (LWIT1O41)
<br />,r
<br />7 t/2'
<br />13'
<br />,3
<br />11'
<br />10 ,
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<br />10 ,/2
<br />71 1/2
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<br />6 I/r
<br />,O 1/2.
<br />7 ,/r
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<br />6•
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<br />12 1/2
<br />12 ,/2
<br />5 I/4•
<br />6 1/4•
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<br />9 1/4•
<br />-
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<br />6 t/4-
<br />] (BOTTOM)
<br />7 1/2•
<br />3 I/r
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<br />7 1/2'
<br />4-
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<br />4 112•
<br />3'
<br />3 t/2•
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<br />4 (TOP)
<br />7•r
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<br />-
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<br />-
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<br />RE sm I PON mane rvn a WVING NOR sKTN.umla; Imm W" HwWE SIAOOK
<br />• we"" MOOR wrlo I an 4BBAM Sea OrAAa AN 940"= ON INS 104MA . Fa La
<br />Lose THAN 11MOD) ON WAIXI L ACIDIC( ANCHOR AMCMG Of MMIKVING WNW SCRIN ON
<br />6C u R THE rouime F$M= Im 1149 OPERATION TO WE POGSEIL REDUCED SPACING
<br />OGMW USING TXW SMALL NOT a LEN TWO UMAN SIMONS MCOM FOR EACH ARCHER TYPE
<br />all YM liCEOlRE
<br />T/4-1
<br />t/a
<br />t/4
<br />tp1
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<br />AND= Tim.
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<br />611G0-BARN
<br />aRlt-M
<br />MINIMUM ANCHOR WOOING OR)
<br />3
<br />3
<br />3
<br />3
<br />A ,n
<br />AMNOWSM i 01)
<br />3
<br />3 4/r
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<br />rADwIM
<br />3.-
<br />___.__3,.
<br />'• SPACRNS ONLY VALID WHEN SPACER K (PIED. SEE 1 FOR MAX. AID.
<br />DESIGN LOADS lk MAX, PANEL WHEN SPACER IS USED.
<br />HALO POURED
<br />ANCHOR O r O C / CONCRETE BLLM
<br />SNLE.li
<br />a
<br />A40. DES" LCAID
<br />VAXIMUM WIS.
<br />40 PSF OR LESS
<br />6'-6•
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />5'-Iv
<br />A MAX. PANEL LENGTHS ARE YLID VFOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS k W/1 SPACER AT 12 1/2- O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL(I-)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPCOR_. _ESISTIMG POLICED 1/4'a TAPOON---- ---�PWI® 1/4•0 TAP(
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<br />X
<br />COTI
<br />1 (SEE ELEVATOR
<br />IT , Mn.
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<br />,
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<br />m BASS.
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<br />ANCHOR e r O.C.
<br />ANCHOR • r O.C.
<br />CONCRETE :. O0 E BIPO'�M OR
<br />` CONC�REIE
<br />� . CONCRETE ON
<br />SN;4E 3 a-,• �.
<br />2.4'
<br />PLAIT
<br />REOU6
<br />SEE $man is a is MR ANCOR6
<br />MOON HEIR
<br />___7/P0
<br />TYPE a SPACING FOR RG%MJAY lM WIO
<br />T
<br />_
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<br />6f MLmLY100 NPACNIG SHOW ON
<br />SCHEDULE aN THE FD{LDWM6 F3C1oR6
<br />POM THIS OPENRKIN 70 E MOM'
<br />t ,/:----
<br />ass
<br />INDUCED PACING Or1ArAM UM
<br />rACWR f1Y11 NOT WE Ins THAN
<br />---- A t/1•
<br />- •'•t -
<br />--- — ---_
<br />_ r _
<br />-
<br />on
<br />iwmm VACM gammm to EACH
<br />RBA W
<br />1�wIN"eN"GL"aF-e)
<br />V MAX,
<br />PANEL LENGTH
<br />(SEE VXATIOI
<br />ON SHEET III)
<br />at
<br />PA3ElMATE PLUS
<br />R e 12 ifr D.C.
<br />WALL MOUNTINGS
<br />SCARE 3/6-1T'
<br />I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />DESIGN PRESSURE RATINGS (p.s.I) AND PANEL
<br />LENGTHS AS PER ELEVATION ON SHEET 12.
<br />2. FOR K" WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO SE SOUTHERN PINE No 2, IS/ SPECIFIC
<br />DENSITY OF OM OR EQUAL
<br />POtRBD
<br />QR
<br />E CONCRETBLACK
<br />CONCRETE
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<br />GLASS
<br />1
<br />d
<br />I
<br />I I
<br />N t
<br />1
<br />M 1
<br />'L• _ L 1.• MAX.
<br />R I PANEL LENGTH
<br />6" PANEL IEHCIN
<br />- - 1].EVAION
<br />1e1 - '(SEE N I SEE I]E1,Wtx)N
<br />j ON BEET /2) I _ -_ ON SHEET 12)
<br />a-- TO GLASS.
<br />1 N j 1
<br />N 10 OtASi. 1 _� -
<br />N� I A/
<br />1 LTA / f :!./�' 1 6• E.O.• `'! 1 ED.• �' 1
<br />L ED F i + - ED
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<br />1 --TS ,o Ns i - -1Ca RHO MA
<br />� Ban EO rGL~n tr
<br />-_)/4.0 TAPCON f' 1 4'0 TAPCON
<br />ANCHOR at 9. O.C. - ANCHOR a 9. O.C.
<br />E1r5THO Pdl9ED CONCRETE OR OWING PWIIW CONCRETE OR
<br />CONCRETE %OCR REOUMED.
<br />•-rONCREIE BLOCK ROUOM
<br />REUPO GLR- -MUSS� EL
<br />ApMbpIyMM
<br />S1
<br />REQUIRED
<br />E� ,G�,,7
<br />HN40L 11
<br />PL NE0,11 VaOME/M
<br />1" MAR,
<br />A.
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />I MIN 00'
<br />1/4.0 PANELMATE PLUS
<br />ANCHOR a 12 t/r D.C.
<br />24 GAGE GALVANRED STEEL STORY PANEL
<br />o� IN,
<br />ME C O Ewe
<br />am& PROTECTION PRODUCTS, LAC•
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<br />w00ORAL it
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<br />lER A 1LtN i.. FL
<br />20-175
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<br />J
<br />SHEET NO.
<br />SH 1.4
<br />
|