|
a s+sO++ols• ,. a . .
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR 11 f""wHMW MAIN
<br />r,------ r-_ SPLIT PANELS 0l1l0•;; p \
<br />4v 1,4N NM.. I+ 1
<br />i x .
<br />- � �•w'a• 1, r � 1 ••e-r
<br />ELFlfA�l1
<br />taAE 1/4•.,•
<br />MM ar
<br />NiOMam
<br />,BIONI
<br />YI N L MMI ftemnULF
<br />NNAAO,EO
<br />W.AM
<br />,. A • 4r PIYWAlElT1Ul)��'7i tDIQM. RA1N0
<br />OIRNRD
<br />SOEE 3/Mr
<br />NOTE: MULLON aN ALSO aE WSTAILm Wro sm1111 PAWLS am lop
<br />Nxt WOTTOM m IRNT R B LOCATED AT 1aP OR BOTTOM a OPENING.(DIE PANEL olDPllO W/ TUNE lop t BOTTOM)
<br />NL�TAllAT1 IN - ALTMN"Y VE 1w
<br />STALL 1/4• _ I•
<br />11N. MULLION
<br />SPAN (Fie) '
<br />REQUIRED Mm
<br />TAE MINION -
<br />a 4•-r
<br />r . 3' . 111ir
<br />To Ir-str
<br />> 4• . t 4'
<br />> 6•-1r TO r-r,
<br />r a r N 1/8"
<br />�ALL_I
<br />BBSrll1�T1011 - LLTfA11ATIVE 2W
<br />=ME• 1/,r . I -
<br />maim*
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUR.DINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 pA.f. AND PANEL'S LENGTH UP TO 8'-B'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHEIM
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CONCRI E ANCtOW
<br />OME
<br />RXP 14)
<br />OD1raEa AN D"m
<br />(Se SMEDL41 'ONSKIT
<br />-
<br />COHCmm ARC OR;
<br />(Q solo" 16))�
<br />POlalln Comm= .-
<br />�I I
<br />NIA:. � ■ �nm ^any �n� N,nw Ienee •- ^
<br />'r1 '
<br />�r
<br />O MOO
<br />IMIRTAI I ATMIAII All 2
<br />NMAT1%ff i1HN
<br />mast 1/4- - 1
<br />VIOL W,lO1+lO+q
<br />�_ OOIICI[IE MIO101. l --+ -•
<br />------CA.
<br />WAIL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION
<br />- SECTION 1 sasE 3/8 . 1' -SECTION 2 WALE: 3/8' - t•
<br />NOTES ON LYE SAFFTT SiONM PANEL SYSIEY IILSTAILAlY1M _
<br />I. LIFE SAFETY SFO IA PANEL CAN BE LOCATED AS AN FAIR PANEL (FOIST OR LAST PANEL)
<br />IN BETWEEN KO
<br />AN INTERIOR INN ANEL FLAY BE
<br />UUFF'E�SAFETY PANELS I� 0 TTION
<br />REGULAR PANELS
<br />(W/ OR W/o REGULAR TRACK$.)
<br />2. LYE SAFETY PANEL CONSISTS OF OAR "00041ZED STEEL STORM PANEL AS
<br />PER COIIPONkM . SWEET 2 of DINWRNi.
<br />THIS PANEL ITSELF TO BE REMOM ON I STALLM FROM THE INSIDE OF
<br />STRUCTURE.
<br />3. LIFE SAFETY RFAUNES TOP TRACK TO DE COMPONENT (D t BOTTOM TRACK TO
<br />aE w PER SHEET 2 NX THIS DOE
<br />fLQ`
<br />••
<br />WMPOHENT�r w I6TAl1FD wAli OR i100R MOUMID FOLL0ALHN0 sEC11oNIS / !
<br />�y ;
<br />2 oN TtaS As weLL As oErllas / ! 2 ON SHEET 14.
<br />3 .
<br />4. Mh LENKTTH FOR COYPOIEM®® S 1S'.
<br />NOW.ANCHOR SPACING FOR COTW'dENT ®NICLORAGE AT BOTTOM IS GAVIAL ON
<br />x '
<br />SCHEDULES ! 2. SHEET 14.
<br />�)
<br />* .:
<br />COMPONENT MAY BE PERMANENT OR REMOVASLE
<br />5. SEE DETAILS FOR INSTALLATION INTO WOW MME VADIMG!' ON SHEET 15.
<br />�DA;
<br />6. SEE SHEET 4 FOR DETAIL APPLIAIBLE TO THE NECESSITY FOR THE ISTALLAtON OF
<br />.•,
<br />SPACERS AT TRACKS *WALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS.
<br />"4A
<br />L
<br />CEtl.H6. ! TiDOR IIDUiITNID wu1 t FLOOR NOl1N1:'ENG
<br />YISTuuTLON - LLTEMfATLVr Aw - AL7EDIT LAW
<br />(SECTION AT TOP IS LIMITED 'TO 43S.3-67.0 MAX. BOYt 1/1' a r
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SEMI: 1/4• a 1'
<br />1
<br />M•qf�-Oe 1 1
<br />C A AOWA
<br />e I.M, a,e,1M
<br />N',A-01-
<br />M Ne e-
<br />FLOOR MOUNTWD
<br />BISTALLATbN - gre" Yw
<br />SOmL 1/4• . 1'
<br />INFISMATR
<br />INN W" b"1111"I
<br />1111111111111 lull
<br />A 2/4. 21/4. 3/4 a 4/4
<br />1. 2; & I W/1S
<br />1, t 1W/1S
<br />'
<br />I -_l OI1`In swm PANEL L
<br />AREA W/N0 LVE SNIT' MNELS
<br />; LDrA0I0N OF AYE SEE NOTE IGELOW)
<br />--- L.. REWLNI PANELS W/ OR ---'-�
<br />W/O NEGAAR TRACKS
<br />SAFELY PMOL --A
<br />(SEE NOTE I
<br />��
<br />+ LA (�
<br />E 1'J ' AN: 1►L E N1O SMYL
<br />OPTION &I FOR WEE WETY
<br />STORM
<br />AMYS K PROYOED W AFAR NIAIIOI!
<br />m IA SIWE GNeNIE3
<br />TO PNEIAM a RERNo14D FROM NAME
<br />ELEVATION
<br />OF SIINR.Y1IiE
<br />SCALE 3/32-.1•
<br />1/4' Alt IMP®®O
<br />T O 1 1%
<br />FIX y-
<br />1
<br />Ave 1NaTc ,) °" sm, HARE TT
<br />SECTION B-B
<br />SALE 3/32•-1•
<br />MAXIMUM A.S.D. DEMM PRESSURE RATING (c_i•f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH MLm SCHEDULE
<br />nat. IW. TM W N-A./a AtHm,AH.NN mare...
<br />0 M
<br />caa�
<br />w-
<br />o'OMOtI`ION
<br />10
<br />+Is6 -"A
<br />r-r 01 llaS
<br />2 1/e
<br />MW0LIID
<br />1 I14M1 6 A 7
<br />4E.L -72.0
<br />>Y_s• m r-r Mt
<br />2 3/4•
<br />OOOLlO
<br />, iA6A a ! 7
<br />4abo -r"
<br />>r-r TO 1V-Y Mt
<br />2 1/r
<br />6
<br />+♦3lL -411.0
<br />12-C OR UM
<br />3 1/r
<br />' • • ••1
<br />a. 9 t ,o
<br />• OLIO W/ 1/4ti-2On• is pl A, W~ aT AAN t manam Or MAIL
<br />A" OAY PER OAIELSMA Ufa RAIMIAMN m PIN SMIMM 1 Tlili 7. W SWIMeP t a A• 41
<br />INNMI A.S.D.
<br />OEIOM
<br />PIEmTLRE70
<br />MTMC (P.IJ
<br />MANNA AIK11W VACO MR EO. _ a 1/r a
<br />APPLIC114LE 10
<br />swroE / !
<br />ANY CORM WMN
<br />OF /LAMA
<br />mom" PNNL
<br />umm 1' (to
<br />WVCON
<br />Cr W-Elr
<br />Cmat-M
<br />MOMW /ONL W
<br />I'A,IMIAOE RO
<br />TO CORIEtE
<br />toossinx
<br />TO Cowcom
<br />CONCOCT
<br />TO OONCIM
<br />OO.IOE11i
<br />10 CONCIA 7[
<br />110
<br />CONCRETE
<br />10 CONCAM
<br />10
<br />aSLOW te [
<br />OCK
<br />or
<br />WA
<br />WA
<br />N/A
<br />r
<br />WA
<br />r
<br />•'
<br />N•t
<br />I (TOP')
<br />r
<br />0•
<br />WA
<br />WA
<br />r
<br />r
<br />r
<br />r
<br />r
<br />6'
<br />1 (Wrmm)
<br />.M.L -72.0
<br />r
<br />WA
<br />N/A
<br />WA
<br />r
<br />N/A
<br />r
<br />WA
<br />or
<br />N/A
<br />2 T•O•)
<br />Y-r opt LESS
<br />r
<br />WA
<br />WA
<br />K/A
<br />6•
<br />WA
<br />r
<br />N/A
<br />r
<br />WA
<br />2 (90.100
<br />r
<br />N/A
<br />WA
<br />WA
<br />r
<br />WA
<br />IF
<br />N/A
<br />a
<br />WA
<br />3 A 4 Mn
<br />On <m
<br />r
<br />s
<br />N/A
<br />WA
<br />or
<br />r
<br />r
<br />IF
<br />r
<br />r
<br />a Uo11oM1
<br />r
<br />N/A
<br />WA
<br />WA
<br />r
<br />WA
<br />r
<br />WA
<br />1•
<br />R/A
<br />7Imp)
<br />r
<br />r
<br />WA
<br />WA
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />4 t 70011010
<br />N/A
<br />WA
<br />T2 1/2'
<br />• 1/4'12
<br />1/r
<br />6 t/P
<br />6 IH•
<br />6 1/1•
<br />9 t/4'
<br />6 1/4'
<br />S 00r/B01TOM)
<br />ffi 1.11111111 w At I MR AMO M TIRE A WRONG MR aE9C1AROMB AM WOOD PRANK MR09OL
<br />MWWM ANCHOR WAINGS AND WHOM EDGE QESWICE ARE 9100113) ON The IMMAL IN L0. LED
<br />TON WODAND ON 904MRl 1110POCE 410100 MAOIO M WAWLVM WPM DOM ON 10MU AY
<br />WE FMLAWO FMIM FOR THS OIgaDM TO E MORAL N OILM IPAONO QMAWD WHO WOR
<br />SHALL ILO . LORE ANl WPAYLIW SAV94 00*00 IN Wf AMoq TTPE AT MNORR LlWO.
<br />ANCHOR! 11K
<br />1/410
<br />1/41
<br />1/411
<br />1/41
<br />1/4%
<br />1/r.
<br />WON
<br />im,TO-ow
<br />A.A-w
<br />VtOFAQ
<br />O► mom women
<br />3
<br />a
<br />]
<br />a
<br />2 1/2
<br />3
<br />••p/WIINN O,ArW O.t
<br />s
<br />a
<br />a
<br />a
<br />s
<br />a IRE
<br />wN.F ,rer w OJ
<br />a
<br />a
<br />i 1p
<br />s ,p
<br />•
<br />a ,p
<br />NaIL M "t sommIIIOIOI
<br />\
<br />m
<br />Am
<br />I-
<br />-
<br />-
<br />t,
<br />m
<br />AN
<br />-
<br />a
<br />0000 Hum
<br />LD. A 5/9' Low I Ml2
<br />IOU►
<br />I
<br />1
<br />r
<br />1r-zN' a• LOW
<br />MMa 9 1�%•�O.C.
<br />O. LDI" IV TD 6'-6• AND o
<br />FOR Utow" w TO r-r 16-
<br />•10 PA DAM /FILIAL 0 ON
<br />WE PM a 1t 1/2- O. O VAIN I
<br />rAlumm OF WOOD PLATE MR
<br />SINS LIP TO r-r Me.
<br />li0ffiT
<br />1. O1WALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH LIP TO 8'-W
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOVDIERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />('TOTE FOR CMgKJ TION OF eerrrme•
<br />TOP ! BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />STUDS
<br />OoEftm
<br />(i2 1/2. O.G;
<br />TO HOLD PLAID
<br />L •.
<br />6�I_ •; ..
<br />fl R
<br />A1LIAII(
<br />�
<br />SDupI
<br />0�it�l
<br />PAP
<br />O
<br />liki:
<br />. 11A
<br />plow
<br />1
<br />,
<br />�RII
<br />7
<br />_
<br />la?.. ILA ).
<br />li:•. _ 11/
<br />I
<br />I 11l .i•.
<br />+ J:
<br />MIN
<br />m p
<br />H,�i _ • JL., . 7 _ _ ILK. _ ' i • H
<br />1 _ • . .1 • • . : M• . .: :qI :1 k0joKwiCifLtll
<br />•u•. - n. .Bun
<br />STUDS 0 EVERY
<br />OWERILAP
<br />(12 1/2O. C.)
<br />i0 HOLD pope,
<br />s/B• Mk (CASE I)
<br />Y IK (C,IBE I)
<br />VAIMILIM
<br />/IIOfLR
<br />MAIM I
<br />1MLION
<br />a TNI-i
<br />osA-N
<br />AW6Mx IOMIt D
<br />P.E129DE NIA
<br />a
<br />coAIW.H.mm
<br />OF 7001
<br />p ma
<br />ANON v 00
<br />m
<br />COAIMFIE
<br />B{00
<br />m
<br />OaNCRl1[
<br />BLM
<br />TO
<br />OO,ITO
<br />BIOCJt
<br />CoNcom To
<br />CONTO
<br />RACK K
<br />TO
<br />•LOOK
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />WA
<br />r
<br />N/A
<br />6•
<br />N/A
<br />I ! 2 (TOP)
<br />SS.D, -720
<br />p•
<br />7•
<br />p'
<br />9•
<br />9'
<br />9'
<br />9•
<br />9'
<br />9'
<br />9'
<br />1 (BOTTOM)
<br />S'-0. OR 1e95
<br />4S6.o -72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />1 ! 2 (TOP)
<br />.5•-0• TO 7•-e
<br />p'
<br />S•
<br />r
<br />r
<br />9'
<br />7 1/2•
<br />9•
<br />9•
<br />9'
<br />9•
<br />1 (BOTi01)
<br />+55.0 -72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />9-
<br />N/A
<br />r
<br />N/A
<br />1 ! 2 (TOP)
<br />r-r TO r-r
<br />B'
<br />4•
<br />q•
<br />r
<br />9•
<br />6•
<br />r
<br />r
<br />r
<br />6'
<br />1 (BD1fOM)
<br />wNem "A
<br />PAEStLIIE
<br />RNO 9 w 1t iqR TY a AYD
<br />OWE I (Sm0 • r ID. Id Ter R mYQ
<br />APPUCAM TODBM
<br />FAITIBI�/fA
<br />O p
<br />LDNOM 1• (N.)
<br />-MAXIMU
<br />4492 613
<br />3• p
<br />4 1
<br />4 1
<br />Y (BOTTOM)
<br />r-8' dt LESS
<br />+52A -66.0
<br />3• 3•
<br />4'
<br />4•
<br />2 (BOTTOM)
<br />r-r OR LESS
<br />+55.0 -72.0
<br />2 1/2- - 2 1/2-
<br />4•
<br />3 1/2'
<br />2 (BOTTOM)
<br />r-6' OR LESS
<br />+SS.O -M.0
<br />2 1/2• 2 1/2•
<br />N/A
<br />N/A
<br />2 (BUTTON)
<br />T-6. 10 B'-0•
<br />+55.0 -71D
<br />N/A N/A
<br />3•
<br />3'
<br />2 (BOTTOM)
<br />r-6• TO
<br />ALTERNATE
<br />LOCATION
<br />AT DID PANEL
<br />SCHEDULE
<br />,. Ill t¢ I 1 i `INTERIOR PANEL �-END PANEL
<br />LE
<br />•-3 -+ p L�aDImNE MR /2 FOR Y
<br />' NMsRan
<br />T'-3• Yin.
<br />DETAIL 2 FLOOR MOUNTING INSTAL! �TION (AP CABLE TO SCHEDULE 2)
<br />SEMI 3/I•• . I'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING . f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH MLN SCHEDULE
<br />SYSTEM
<br />YS TMAc • m .sn„r,.,.� t : amFLX n S.n;TT. STOW PA M
<br />SYSTEM OI SHEET i]I.
<br />';�CENL4F
<br />No. 44167
<br />WEAN A9A tiAl
<br />rRt
<br />M.. ,A,OpN
<br />w•UNp w
<br />�,JwN2
<br />mil•
<br />aN Cm R
<br />.N.A -na
<br />r-r
<br />2 36W
<br />O,Weu.
<br />>Q OW 15 IN ANCHORS MK A SAWN FOR WOCALANOIA MO WOOD NINE NEOWt
<br />ADMAN NINON SPA'MO6 AND NNRN OOE 01610M AE 01I1Wm ON AMR SOmML FOR
<br />ED. Los TLw
<br />c/OrAO[D OR S N[MRIKI L NWOANCHOR !Iraq N NA7WLOO /AGO
<br />LOAN ,IN SCHEDULE BY TE FOLLOWS Mom VON THIS OPOWLON TO BE PONIOLL
<br />c !MONO as"" umm FACTOR SHALL NO a LOI THAN IIMNAA rime
<br />NrATE FOR 0m ANCHOR Mi aT AmC"m LOOM
<br />lilt
<br />1/41
<br />fp1
<br />1/4-6
<br />T/r.
<br />Ile.
<br />2eOWI
<br />O Tar•,RVNAM
<br />PANKOK
<br />JSIL-
<br />ou-M
<br />1t A$am MWMW 04
<br />3
<br />3
<br />2 1/2
<br />•44M.e,A,M 0W
<br />t9.)
<br />3
<br />a
<br />a
<br />a
<br />3
<br />Y 4OA1
<br />a
<br />a
<br />31/2
<br />31/2
<br />4
<br />AMIL t! ow •w•1�
<br />FNBISL
<br />13
<br />r
<br />3 I/r
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING (o...f.) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORY PANELS CAI) i Q INSTALLATIONS
<br />JNTO EXISTING CONCRETE � CONCRETE BLOCK STRUCTURES
<br />(VAl1D DNLr FGI PRNELS Qk ®b6TALlA7N)IB N PER 9EC110N'3 1 lllq{I 10, ,RN SAEE74 b b ! 6)
<br />ANCHOR
<br />APPUCAILE TO
<br />l
<br />\)GEN
<br />rL0MDA
<br />BUILDING CODE IB h Vb WuMQanW
<br />Z,Int
<br />r No. 1167
<br />#:
<br />.Moo ,atwQ..e 20 CAGE GALVANIZED STEEL STOIBI PANEL
<br />F.P.
<br />>: T*
<br />DAMN W.
<br />�,
<br />$��FN,A2
<br />pOpp�FHOIMM�y.TO A�
<br />PROTECTM
<br />IDt`, ==
<br />�a
<br />1 L E C O IlleGLOBAL
<br />._,_
<br />sww
<br />°°r
<br />SW " ' 6
<br />/O ` M
<br />I..-�IM-,r
<br />r >♦ WN2N
<br />w. •
<br />NIWR R m N
<br />P.9 Nh,.,
<br />MOM (6a{ -7M6 rNC DOOM 67R7
<br />2G-T 7B
<br />L SDL/NMNMIF/OOE
<br />.
<br />arA•OOOR7NJfi.
<br />.
<br />44.
<br />a.�W Ns
<br />ME
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<br />44
<br />Ft,e -
<br />W1iD R Oi
<br />AMIaRN
<br />A.S.O. an/N
<br />^�
<br />M11Mi
<br />(p.N.)
<br />,MIIRM AMpgO sI109t0 NOW ca . 3 1/S•
<br />�ooAeWwTON
<br />.' 71rA
<br />� 1�
<br />TACOM
<br />a 1N•-aeP
<br />eNx-u
<br />nrRIN'oc rcYwc to
<br />tweawE vuo
<br />sou9 an
<br />m OaIDIDE
<br />m
<br />11pIC1E1E
<br />BLOaK
<br />m coRDNET[
<br />m
<br />oDNDIta
<br />■OCK
<br />m Np11dElE
<br />m
<br />,2)IDKIE
<br />SOCK
<br />m CONCRETE
<br />m
<br />DDIrAETE
<br />sLQa
<br />m N>)IIGEIE
<br />m
<br />NriCQ.7E
<br />lACK
<br />m tampILH[
<br />m
<br />cw4aEa
<br />BLOpt
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />B'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />8-
<br />1-
<br />N/A
<br />N/A
<br />r
<br />8•
<br />r
<br />r
<br />r
<br />r
<br />N/A
<br />N/A
<br />1 (80TTOA1)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />S•
<br />N/A
<br />3'
<br />N/A
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />'Ab•4 -7L0
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />3 ! 4 (TOP)
<br />>r-S' TO 8'-B'
<br />� LESS
<br />6-
<br />A.
<br />N/A
<br />N/A
<br />r
<br />r
<br />6'
<br />B'
<br />6'
<br />8'
<br />N/A
<br />N/A
<br />S (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />NJA
<br />N/A
<br />7 (TOP)
<br />r
<br />4'
<br />N/A
<br />N/A
<br />6•
<br />r
<br />r
<br />r
<br />6'
<br />r
<br />N/A
<br />N/A
<br />4 ! 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2•
<br />a 1/4'
<br />f1 1/Y
<br />6 i/1•
<br />t ,/4•
<br />6 1//'
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOY)
<br />80.0. -b3.3
<br />N/A
<br />N/A
<br />12 1/2'
<br />B 1/4'
<br />12 1J2'
<br />t 1/1•
<br />t 1/4'
<br />6 1/4'
<br />a 1/4'
<br />6 1/1'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />'-B• TO 11'-2•
<br />88.NA -72A
<br />N/A
<br />N/A
<br />6 1/♦'
<br />N/A
<br />8 1/4'
<br />N/A
<br />6 1/4'
<br />6 1/P
<br />a 1/4•
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOY)
<br />'-i' i0 11'-Y
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />a 1/4•
<br />t ///•
<br />B 1/1•
<br />a 1/4'
<br />4 9. TO (TOP)
<br />N.B. -4BA
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6-
<br />6 1/{•
<br />6 1/1'
<br />B (BDTIOY)
<br />OR legs
<br />12'-s' OR
<br />7Q 9EE1t 70. 17 AND 12 /OI1 NIO,ORS 1T6E t tNYC1N0 FOR 61BTALA7ONS 91I0 ROOD FII11R BUIIDW10.
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<br />N
<br />�pL /(/j✓p
<br />PANEL'S LENGTH UP TO 12'-4-
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<br />SHEET NO.
<br />SH 1.1
<br />
|