|
ilia so ai '. a A .
<br />ML
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />r^. SPLIT PANELS
<br />S t ./ ♦ tr� fnlf
<br />,I . � ln►,s. drlOq �C.. 1,• ce►. taa
<br />IAALF
<br />WAm
<br />• Lm wirb rpm pt. C t ytw a
<br />61n
<br />`All.' [D."S an1�
<br />1 ♦ r 1'
<br />DI�.1
<br />N.O.
<br />® 1 1O NY PN,.� w •s•
<br />• r Oi. 1 IMYr a we
<br />S0, anso 4
<br />I _
<br />{ilaYa:ii$ i ' W� ai'i4i
<br />YL+► , ti /a f i pbi a0"al' -�
<br />r Dc �i-
<br />..i.
<br />Tull"--.
<br />" rt . M
<br />t NnnqSriLNVA l° te
<br />r. twla wA • N■ YwsN T
<br />y 2" STORM 8"ATM
<br />SE50EdlEi
<br />4WW a 0 a
<br />•N
<br />t,AA4
<br />Nr. MIJUM
<br />Wm (m) •
<br />� Wn.
<br />1UK NNAA)ON ••
<br />> e•-r m r-Ir
<br />r . s• . I
<br />•4
<br />m a'-r
<br />r . r . CANE'
<br />• Uw TO • im I -7fA A/ PKOMIIIO M1N0
<br />•• 1■aYl1 T� al6DIRD
<br />,� a t P/A41d �� ILLU�gOMM..
<br />NOR, 0: GW AW K t4R wro STOKE POW ON TOP
<br />OR 60ROY !0 1M7 rt IS AT lot Olt WTIOM OF aPE1M10.
<br />(t11B iWIEL tPTaNq w/ COP It Ko1T0Y)
<br />1 IYa7A11 A�YYI � AI'R■IA1f1YC UII
<br />fOEi• 1/0. 1•
<br />u�st�tl �,1toN _ L32.NAM Iw
<br />6oMrc ,/r . r
<br />XNA-MOMMM
<br />So" Ile
<br />LfDLtI
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP M +55.5. -72.0 p.e,t. AND PANEL'S LENGTH UP TO B'-$'.
<br />1. FOR NEW WOOD FRAME COWTRUCTIONI WOGD MEMBERS TO K SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENVY OF 0.55 O1 EQUAL
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SLIT ANY
<br />�r-i■�ii�r r�r■rru66b6�in NiNwr-�st'i
<br />fnLm A F jow 11121LNT)1Ln BALL ! 61A0L EEalNtlwG
<br />�iLneN - ALTIRM& j ATM E1EST.LT101IL _ urrw.TME ar
<br />(SWAN d TOP 6 UNITED TO +•S0.S-e7.0 WY. 6TAE 1p• . t"
<br />ASD. 0E51011 PREBWRE RAT514)
<br />SOILS; 1/r r 1'
<br />7
<br />MN • ,i 1/r ss 1
<br />loo
<br />er IOaAt�
<br />Ata, Nam
<br />4M YMa• r
<br />�� IIOIlIRM50
<br />NWALLATiON _ 6�aCFIBN VW
<br />eFAAC 1/4' • 1'
<br />i01m1comomm µi10Oa (°6 Ew6a t aN _ roA rloo f¢ KC11Ni AN w■R7 is it
<br />tfen Iq� 1111n r4)�•' 1/1. $/11 2!)/L 3/4 a 4/4 1, 2 t 1W/tS I. Zf „1� S
<br />J PM,ED J +' 1-r rA
<br />tDMIA� - 7� 1-T r_rr1Tr r11. �rn
<br />MIrWA1 , gg �� ow AANtL) (a1DOM N6LW aT■M• (BW ItO11)
<br />I� M1OgM i IN" m aLAM �6Y+a
<br />if
<br />7 • lyittpltiL�D.a
<br />t / Vr'LM (GIB 1 4'N1/_ WIDE[
<br />1 �0• MK�w 1 '(sgmNuls j(
<br />hRten. //1aj R t 1 ac a• Wn. (GK q i t 1/E• ac. -. _ . ....
<br />I
<br />'
<br />I I
<br />-y.
<br />I Gn (
<br />�......__.._ ...__..
<br />_._..._._.-RM.µ�LpDfl
<br />a01DE1t ANat at■.
<br />11K
<br />, ,�,.
<br />• •.
<br />ya
<br />�i Fame,
<br />SHM TOAD
<br />PaO1M OONOAtB
<br />It01AIRD
<br />v 7
<br />.'•r
<br />a
<br />/
<br />WALL MOI(NTLN(t
<br />1MSt7 u) �a
<br />LIST L ATLDN WALL AM I
<br />- SECTION
<br />i SC" 3/6• . 1' - lEE:TION 2 SCALE, 3/r - I•
<br />MWIX ON ,jam, SAFM 'E1OB11 PANS SISIFY WSTAL.IAfOY
<br />1. WE SAFETY STORM PANEL CAI/ K LOWED A6 AN 00 PANEL (FIRST 01 MAST PANEL)
<br />AN PAWL MAY NOTT 14MK
<br />O
<br />UnF'EmSAM PANELS MAY MAY ORP6f�AL1[0 MMC�i wp=.PANELs
<br />(W/ 0t W/o R[OUTAR 111AC1lt.)
<br />L In SMETY PANEL CONSISTS OF MOW GALVANIZED STEEL STORM PANM AS
<br />PER COMPONENT. SNW 2 OI 0MW1/0.
<br />'
<br />ITSELF TO K REMOVED 01 04TAULD FROM THE 11510E Or
<br />3. LIFE MEET' REQUIRES W TICK TO K COMPONENT mA wm)m T-K To
<br />K As PER frtET 2 of THIS oRARR4.
<br />rEEr.
<br />'Q A�(
<br />FOU IN° SECTIONS I It
<br />111/S i Oft =°CO°PI
<br />�.`-
<br />�r.� 'CEMd
<br />:00OIIK0
<br />AS N�LM�oETE SHEET 14.
<br />3: J
<br />4L t1N. LD401N Foe COMPONrrt r IS'.
<br />Eta. ANGDR lAC14G roR ®AMCNOMGE AT BOTTOM r GVDI ON
<br />: ND•
<br />Sc7EDUE6 t 2 sHLD r l4,
<br />easolENr�MaY K PE9lMNIENi tM RUAaMBIc
<br />-11r
<br />�
<br />5, SIX MALE FOR WSTALATION INTO WOOD FROW DIAOINOS ON SHEET 15.
<br />.q,
<br />9'••. OP
<br />6. SEE SHEET 4 FDA DETAIL MPILCASU TO THE NECESSITY FOR THE °aTAAUOION O
<br />S ION,
<br />$PAICER$ AT TRACKS INSTALLED ADAACW AND BEYOND 70 6MCC0^1000 SANDS.
<br />/
<br />L♦,(/4, 2/4. �/. V4 at V4 i L.yt, t t IW/15 yt. 71 t IW IS
<br />'
<br />ALTONArz ENOUGH
<br />.nu w[M� urt sacra ►�ww
<br />LIFE al uNc sYmmr
<br />iKI MOLE 16R011)
<br />W/b REKAAII 1MCK5
<br />SAFETY PA/al
<br />1
<br />t■
<br />IIWL
<br />•OPTION PjSµF0f��E�a1�Y/S�I�°ITM�oM
<br />jil FOR WEE ME
<br />YYSKLm
<br />YV�/�OP�
<br />ST081 lJOtrz 1WA1 1W0t
<br />(fp�rACwrom
<br />PANEL C 11
<br />ELEVATION
<br />ToB >� OR RD1011m 1NME
<br />SOME 3/3r-t'
<br />KL rule t) �S.
<br />ffi r116i1.
<br />)
<br />SECTION �,-BB-B
<br />MUNUM A.S.D. DESIGN PRESSURE RATIO ■.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH •L" W.HED=
<br />loon ,ry en• AYAl14ra A.A. rerr,A1MM r w 4AI.1111,Ia . .,
<br />a�tOt6
<br />1 •a p
<br />.Mq -71A
<br />M' -r OR IDS
<br />t Ile
<br />114110 0
<br />t rau a a 7
<br />.rib. -11.6
<br />>Y-6' m r-r Ma
<br />t 3/4•
<br />Ulptm
<br />I T"IU A • 7
<br />H6A -no
<br />W-r m It•-f• Ys
<br />t 1/r
<br />a
<br />..&A -4L0
<br />,S'-4• o ISM
<br />a t/r
<br />' •• •
<br />L 4 a TO
<br />• OWED 6/ 1/410-M i- 1A YS It WOW Ar to W 6 VOLOM W MIL
<br />MAXWUM A.S.D. DESIGN PRESSURE RATING (R,R.j,�_AND CORRESPONDING M►X1MUAICHOR
<br />SPACING SCHEDULE FOR REGULAR STORY PANELS Cl) IIAi INSTALLATIONS
<br />INTO EXISTING CONCRETE ! C-ONCRETE BLOCK STRUCTLERES
<br />(1M■ ONLY RP PAIELSL7a fA I41NAAT0l6 A6 PER =04 I TIM 7. ON SHIM, 4 a 51
<br />WOKN "A.
<br />0mm
<br />aUWO IT
<br />WORM A1"m wpm* fm LA - a I/r r
<br />:
<br />110N
<br />NMar Oft
<br />NMNfAIY PAn
<br />IOMM 1' (A•I
<br />TrC011
<br />O aP-MP
<br />GuN
<br />e•MWa MWME 0
<br />tWKwE wla
<br />A IY)IICII[
<br />L7
<br />11 tAa'fD[
<br />10
<br />SLOW
<br />m OOIgNR
<br />M� !
<br />A CaKl1[R
<br />00■11om
<br />10 OMIOIR
<br />00 Wit[
<br />r
<br />wA
<br />WA
<br />wA
<br />r
<br />NIA
<br />+
<br />µ4,
<br />P•
<br />PA
<br />I (TIP)
<br />r
<br />r
<br />IVn
<br />N/A
<br />r
<br />r
<br />1•
<br />r
<br />r
<br />r
<br />, (6mTa)
<br />+OKA -7t.a
<br />r
<br />wA
<br />N/A
<br />WA
<br />r
<br />WA
<br />r
<br />NIA
<br />r
<br />N/A
<br />] It"
<br />7'-V an UK
<br />r
<br />WA
<br />WA
<br />wA
<br />r
<br />NM
<br />r
<br />MIA
<br />r
<br />wA
<br />S 01•TT•10
<br />r
<br />N/A
<br />N/A
<br />w•
<br />r
<br />wA
<br />r
<br />WA
<br />r
<br />wA
<br />a a 4 M
<br />o un
<br />IF
<br />0•
<br />wA
<br />wA
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />s r4„Dt0
<br />IF
<br />N/A
<br />tyA
<br />WA
<br />r
<br />NIA
<br />6"
<br />wA
<br />I'
<br />w.
<br />7 (mm
<br />r
<br />r
<br />IA
<br />WA
<br />r
<br />r
<br />r
<br />6'
<br />r
<br />r
<br />4 6 7 OI0R010
<br />wA
<br />wA
<br />/a ln'
<br />a I/4
<br />7 1/t
<br />1 1/4'
<br />• 1/0
<br />6 1/4•
<br />6 t/4•
<br />6 1/4•
<br />s (W�101Q
<br />IRE WENS 10 A It RA A O M TM A ZPAWS PM 11t411NATOB 1110 N O PIN[ ailOY
<br />1111aAM AfDKa OAPIOt Am YPYY 100E OWWMK AK OWAM OM Tr mm" IN F.D. LEM
<br />NNW ABOIAO QM M16pAt AMIDE oven p WAf vw WAM "0 a0 so=" F
<br />! LL Now K LOS TWO MIMN MII�°nmoW ME O vAk � "PC a kCWMM LXW �0A
<br />CIA T�
<br />t/4Y
<br />TEES
<br />_ 1/PP
<br />ar sr -I>.
<br />1/r4
<br />1/4%
<br />(I4i
<br />a11PM
<br />t 4%
<br />1111 o
<br />iw AOO W
<br />a
<br />a
<br />a
<br />1
<br />t 1/4
<br />a
<br />4iAIa••Y•f1 Ow•r 11J
<br />a
<br />f
<br />a
<br />a
<br />t
<br />!'A
<br />tLLIttt *-,* 7y W
<br />f
<br />i
<br />a t/a
<br />SA
<br />4
<br />A w
<br />AWL ow
<br />r6s
<br />11/r-
<br />7 ,
<br />-
<br />ae
<br />4w
<br />r
<br />,m Is
<br />,s
<br />s
<br />a ,
<br />,s
<br />IA
<br />1m
<br />m
<br />. a ti i•: 1,1 �l I•�
<br />LOf@t
<br />J. INSTALLATIONS ARE ONLY WAND FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72A PSF AND PANEL'S U.RN M UP TO e•-r
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPWM DENSITY OF 0-" OR EQUAL
<br />TOP t BOTTOM MOUNTINDS CAN BE
<br />COMBINED IN ANT WAY TO SUIT ANY
<br />INSTALAAWK
<br />l _ I t" 1 • • . : it ! ...:1�1 •. yt: , I x
<br />Won" ASA
<br />1
<br />UPW
<br />OF 1W-dAP
<br />GUFa1
<br />P0■a01 FINALE 0
<br />wnwE NNEst"On
<br />F i
<br />OF TIRE
<br />wMNA1 NwK'1
<br />1aN■d 1• pt)
<br />m
<br />t
<br />to
<br />To
<br />0p11C1E,5
<br />to
<br />isponewMAIM
<br />comma
<br />To
<br />m
<br />SS,O, -72.0
<br />r
<br />N A
<br />N/A
<br />MIA
<br />6•
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />1! 2 (10P)
<br />S'-0' a LESS
<br />6•
<br />7•
<br />!•
<br />6'
<br />6'
<br />r
<br />6'
<br />9'
<br />r
<br />9'
<br />+ (BOTTOM)
<br />.60.0 -72A
<br />6
<br />N/A
<br />N/A
<br />N/A
<br />1•
<br />WA.
<br />r
<br />N/A
<br />r
<br />N/A
<br />1 a 2 00p)
<br />•-0` To r-r
<br />r
<br />s'
<br />1'
<br />6'
<br />0•
<br />7 1/2'
<br />/•
<br />6'
<br />6•
<br />r
<br />1 (BOTTOM)
<br />.55.0 -no
<br />6
<br />N/A
<br />N/A
<br />y/A
<br />r
<br />N/A
<br />S•
<br />N/A
<br />6
<br />N/A
<br />I a 2 (TOP)
<br />r-r TO r-6'
<br />6'
<br />4'
<br />Y•
<br />B`
<br />r
<br />i•
<br />6'
<br />e•
<br />r
<br />6'
<br />1 (BOROM
<br />t SASS.
<br />PR66UIE
<br />I BITE • w r• tnr 10r O NWq
<br />BK 4 (COB • r r t01 "► a AEI[)
<br />TO
<br />E#T.
<br />AttE�
<br />Of THEM
<br />+492 -613
<br />3• p
<br />♦ 1 2' 4 t r
<br />2 (BOTTOM)
<br />7'-6" 01 LIM
<br />+52A -6f•6
<br />�• y
<br />r r
<br />2 (1101 A)
<br />r-6. OR I=
<br />66A -MD
<br />2 1/r : 1/f'
<br />4' 3 1/2.
<br />2 (BOTTOM)
<br />r-f• OR ums
<br />+SSA -72A
<br />2 t/2' 2 1/2'
<br />N/A N/A
<br />2 (60ttoNq
<br />T-6' TO e'-0'
<br />.56.0 -720
<br />N/A N/A
<br />Y I s•
<br />2 (
<br />r-r To r-r
<br />ALTERNATE
<br />AT LOCATION PANEL
<br />/+' i}-- 11 IJj ` � Wfp w PANEL �--iw PANEL
<br />-1 -3' Mira
<br />DETAIL 2 :FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />6alEL a/Ir . 1•
<br />�W�Y�S.D�N��U����af�D�R��N�ING
<br />MAXIMUM PANEL LENGTH "LAD SCHEDULE
<br />yyyy5�E OYLr tW seettN)1NL t A f �me tTR 41t e.Atri. eU1A.,
<br />Y1WAr Ran ef6w
<br />111KaMM1'
<br />Yr A1i
<br />pV
<br />'n' p w
<br />oYAgAOa
<br />,4W -tAe
<br />-
<br />a a/4'
<br />tA4KLll0
<br />!0 11Mo 11 AIR AIONA6 TIP[ a wmm NR 101GWV m PR0 wm MINE ■DEBAR
<br />IA11AI AatMA K %mm as MINIMUM, mR 1ea1Nt AK 0AA0AR0 a4 We 10 MILL to
<br />La. " TOM F10fJt1M o wdmkAE mmu Acm WIMa r MAIPLY1111 W am"
<br />Wall ON fmmu N NNE t00014W FA=ft IN THIN, MFAMN To K POMKL
<br />emum SNdp 0/M11M UM FAC1aR WILL N0 t UM TON OMAN 10VOW
<br />f1010ARD NR Dal AMOWI TPE M mmm UKMA
<br />om I TAR
<br />.. _- -
<br />t/!,
<br />_ t .
<br />v4il
<br />IAIOaN
<br />O Vr1•M►
<br />allr-M
<br />w alma OVAM
<br />1
<br />a
<br />a
<br />-lyrA
<br />a
<br />2 1/a
<br />•OaA41r1" AT
<br />A
<br />a
<br />a
<br />a
<br />a
<br />PA WL ar IV+
<br />a
<br />a
<br />i 1/a
<br />a IR
<br />n
<br />aE■1
<br />Im
<br />.M
<br />a,
<br />Is
<br />-
<br />____
<br />,s
<br />11wLID ONLY FOR
<br />AS PER S110110N5 + TH W To. ON SWUM 4. 5 A 6)
<br />A40, On01
<br />403,1110
<br />TwJ
<br />t[ coo /6 !PNCNM
<br />An tr TAN1 D1
<br />a t1EY
<br />YMMM IANQ
<br />L■WMH t (a)
<br />wm
<br />O TM-W
<br />Gilt-111
<br />/WICMR "mu 0
<br />PNiaMR ADDS
<br />SpA SIT
<br />70 CONCRETE
<br />m
<br />tam
<br />m OONCM[
<br />m
<br />0001011 tS
<br />m Ca1Do1
<br />taalK�inc
<br />■Ofx
<br />m CalloNm
<br />m
<br />txrNO�ln[
<br />m iwNUE,E
<br />m OM
<br />OM!OE1C
<br />m aOeDN[R
<br />m
<br />0`pl{R
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />1'
<br />N/A
<br />N/A
<br />N/A
<br />1 (Top)
<br />r
<br />+•
<br />N/A
<br />N/A
<br />6'
<br />r
<br />1•
<br />1.
<br />6•
<br />6'
<br />N/A
<br />N/A
<br />I (WM)M)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />5•
<br />N/A
<br />S'
<br />N/A
<br />e•
<br />N/A
<br />M/A
<br />k/A
<br />2 (BOTTOM)
<br />66.6E 72.0
<br />6'
<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 />N/A
<br />N/A
<br />3 a 4 (TOP)
<br />>r-s• m W-.r
<br />Olt LE■
<br />B'
<br />4'
<br />N/A
<br />N/A
<br />r
<br />f•
<br />6'
<br />0•
<br />1'
<br />6'
<br />N/A
<br />N/A
<br />3 (BORON)
<br />1'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />MIA
<br />7 (TOP)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />6•
<br />r
<br />6•
<br />e'
<br />6'
<br />N/A
<br />N/A
<br />♦ ! 7 (BOTTOM)
<br />,I/p
<br />TVA
<br />12 1/2-
<br />a 1/4-
<br />12 1/2•
<br />6 1/4•
<br />f 1/4•
<br />6 1/4•
<br />f 1/4"
<br />6 +/4•
<br />WA
<br />N/A
<br />S (TOP/60TTOM)
<br />D -!Ll
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4'
<br />12 1/2'
<br />0 1/4'
<br />0 1/4"
<br />6 1/+'
<br />6 t/+'
<br />6 1/+•
<br />N/A
<br />N/A
<br />6 (TOP/BOMM)
<br />'-r TO 11'-2•
<br />05A. -72.0
<br />N/A
<br />N/A
<br />6 1/+•
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 Ile
<br />6 1/0
<br />6 1/4•
<br />6 1/4•
<br />N/A
<br />N/A
<br />6 (TOP/80110M)
<br />•-B• TO W-2-
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />W/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />0 1/4•
<br />6 1/4•
<br />6 1/4-
<br />0 1/4•
<br />6. 6, t0 (TOP)
<br />y -1LO
<br />r
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />6'
<br />6 1/4•
<br />6 1/+•
<br />6 (BOTTOM)
<br />12•-+' OR LESS
<br />OR In$
<br />r
<br />4•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />r
<br />e'
<br />6 +/+'
<br />6 1/4•
<br />1 (BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />W.
<br />p/A
<br />N/A
<br />N/A
<br />N/A
<br />f 1/4'
<br />4 1/4'
<br />6 1/4'
<br />6 1/4•
<br />10 (BOTTOM)
<br />sa }6iM15pt�gll 11 An IS MR ANG1065 TITS a WV404 Po t4TYmma ONO wm re6■ Kwm
<br />ONOWID OM lL7NOU1[ IrAR't ANCMOK 6MtlOW M MLMLY'a SMCMO sm" OM 1p601A[ F
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<br />INSTALLATION DETAILS FOR REGULAR
<br />PANELS(b & 1n1
<br />INTO EXISTING WOOD
<br />�
<br />STRUCTURES
<br />IM10 FN/ifatLTE NL6
<br />° %
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<br />rtrim
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<br />W NAM.
<br />Ma PANEL IENOM
<br />'
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<br />(S[t NOTE 1)
<br />THY-a0n• f1,6
<br />(S[f NOTE U
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<br />' I
<br />OF 't.•
<br />aMt Mn .
<br />4 I/r oa
<br />4• w000 I,,, ' ' { I rM' 1Y000_. 1-)-I , • 1� OGIf.
<br />AI1e'D i 14-10 PANDWIE RYS A[OUOIEO
<br />at 4' 1 7/r U
<br />''I MO WIDTH OF °N a i. i .. _1/4Y La SCNM •
<br />P.O.
<br />o.c. 6r/0KK0 ,►/
<br />I ,.1 _ aw W/ 1 1 • mm,
<br />_...- AT mewaN K It=
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<br />SODAS •1
<br />1. INSTALLATIONS FOR ALTENOTNES BF, 6W A 1OW ONLY VALID FOR g411
<br />M)1101NDS W6TH Aa.O. DESIGN _LOADS UP TO +43A. -48,0 OA.T. AND
<br />PANEL'S LENGTH UP TO 12'-4
<br />s. FOR NEW WOOD FRAME CONSIFKACROG: WOOD MEMBERS TO K SOUOIERH �' • "Cif ' ''•
<br />PINE NO, 2. W/ SPECIFIC OEk4R'T OF 0.53 OR EQUAL.
<br />Ctl/W0AAINON B SECTIONS:
<br />TOP !BOTTOM MOUNRINOS CAN K Vw-
<br />COMBINED N ANY WAY TO SUIT ANY FL NSTALLATCh
<br />1/A/Y21A0 S1IQOREEpM41 r aC. R/
<br />'m'C06F10 R000 WApA
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<br />trapim Or PLATE
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<br />ALTERNATIVE 4
<br />'A[OUAIS' I�i t/+Y W OOKNW / 1/2'
<br />1 I, NIt$ Ldx UM rO15 a1161" 1/
<br />,/4Y-qr u rs. • 1• as 0A ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS
<br />tMlW/O41KM1�W-YM nvarNE trNN7 B M
<br />MWMm/epnei male Va • , t 1�m Sea! a/W - r
<br />NME NOR 941"m mm MR SI01N to MAIM
<br />GG INSTALLATION
<br />1 ffi 1 .1w
<br />AM
<br />1. a6tt4WI01/e AN OKY MyLp NR 11A 0111011111M ASA OEM Low IF m
<br />.t6A. -7xtw Rf�A0pPON AND PNEI'S 1A11TN ID m •'-r.
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<br />C
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<br />Q
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<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH 1.1
<br />
|