�, --.. --..,,�AJL_WIL��d.1�1:�r+d■����■�lWY� ; u �.. I I iylliJiIIIYWY>i11Eil1dlkl.�ild.��_�: i...:._ _ ..
<br />sQ eg01I01P 1. > A 4
<br />wlaT4
<br />mm moos
<br />,rArrlt a
<br />V,.
<br />1P•NS • A n
<br />WALL AND FLOOR MOUNTING INSTALLATION FORIia' �__U _,, I` 1 x` ,.- --� , _• _TNN eclSe�+wtnPmL„r .T PANELS cr
<br />R wIM
<br />WeI )
<br />K I •a
<br />__� %,
<br />:�"'da w"ftwo
<br />tt► • • r," ._ --
<br />. �1-- L NUl1w IL10N eN
<br />1 Yi Wp},/A TIW =LYS
<br />r, 1• - ,• r/ ll•eI A NR.
<br />��-�- W VOW AL
<br />iUIP 0E Of MALL \ 4 1/Y . ' • • - --" +• "AAD 1NOW •u'+ C W OOot Np ••
<br />1
<br />DETAIL I
<br />I 1 11 11
<br />. .,
<br />jult �;W�OI �
<br />1/4• '
<br />N Win
<br />MOS.4--..
<br />$An woo ^. �t• i
<br />ai. Fa.S i r of �K1 4ti MUD 1S POy p/%SEC1KL11 Y-Y SPILT STORY_PANEL_E
<br />I RATE 1/4 -1 991 ' SME �T11 4/ -� SWA- t/e _t`-
<br />a 2C0.iae�i
<br />I - � . , A •/, /� ,IOIiiIIK•O Yltl_I_Idi 4d6EDlIl.E
<br />n
<br />AA•
<br />w YMIpp1v7UK' 'P� /'pIYOd�011�pW(y 0[ OR[NIFD
<br />K�,�", 4 FAlglltEt m DNF PARL'� (��
<br />NOTE 111113JON KV�R�TL3p�0O�r/0 sTO11M NNELS oNa TOPOPpMO
<br />a PANea SOP q Ali TUK TOP A WT10�M) WTIOY ,
<br />Sag.P a r�
<br />i 001•�
<br />MO.. MLANON
<br />SPAM (PL) •
<br />WALon M.
<br />THE WWW -
<br />4 4'-s'
<br />:• . r . 1/r
<br />p 4'-r To r-r
<br />3' . 4" . 1141'
<br />> r-r TO W-10•
<br />•Y1e IN4N
<br />Yi AUA ME W
<br />SOLE` 1/4• . 1-
<br />161STALAAT2�N _ NILTHRiIA M 1W
<br />SOMA: ,/.• • ,•
<br />WS7AL1Af1�OM - TIVE 21M
<br />SCALE• 1/4• . ,•
<br />)1�
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO +S&5, -72.0 P.s.f. AND PANEL'S LENGTH UP TO B'-B'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE 40. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOLML-
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />001"ca IE N CHIDM COMMIT[ AMAIM
<br />(M vHW 141� \. D6T 14) 1
<br />J P01AIm OOIL1Wn J
<br />i� SOD 25D
<br />c�_..- I I-M-N.- --- -
<br />I I
<br />I I
<br />to am
<br />3nY`7D Al ,(YOIYp.C. �$dJ' 7 . ,7 Wr pt a
<br />I A,� A ,�.
<br />W. 3j i To O'ir :f 1 oc. wW. (Arcq A, 4, it
<br />C o.
<br />1 g (WE oEi%14) I g
<br />I
<br />DIM CONCRETE
<br />BUM00110
<br />I I I
<br />aIANDA[n AIIpeM --� , / , / /i • / „/'"/ W. OONOKION)
<br />lME MEET 14) 1+01em CCNCIIUE -
<br />p..t IMI6Rm
<br />so
<br />OQT ,q
<br />SECTION 1 SCALE: 3/8' - I• - SE0Q 2 SCALE: 3/e' . r-
<br />tMOTES dN IP'F E.IFETY STORY PANd IYeTFN pRTALATION
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN NrOM PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS).
<br />OF SAEIY PANELS WY OR MAY NOT BE INSTALLED AaNCENT TO REGULAR PANELS
<br />(W/ OR W/o REG" TRACKS.)
<br />2. LIFE SAFELY PANES CONSRTS OF MOM' DALLVMUED STEEL STORM PANEL AS
<br />PER COMPONENT SHEET 2 Of DRAWING.
<br />INS PANEL ITSELF N RE RDNOY[D OR OWALLED FROM THE •RIDE O'
<br />STRUCTURE
<br />�,ppN1IN
<br />3. Luc SAFETY 1KOIRRES tD► TRACK m eE WW04W Q) A BOTTOM TRACK TO �„ TII
<br />K As PER SLEET 2 0, TIWS OR61FIN0. fN•P
<br />NMPOIRNTf r K NSTKLAD wAtl OR IIDOR MOINTED iOLLO1WN0 SECTIONS 1 A �Y: • CETIA
<br />4 oN TIW . AS WELL As DETAILS , t 3 oN 31EZT ,4, 3: J
<br />I. PAR. LESION FDR L'AWONENT R 1s•.
<br />NA•. AIIClIOR SMCWG FOR C VANCHOMOE AT BOTTOM R WEN ON
<br />SCHEDULES B 2. SHEET 14. * :•
<br />COMPONENT b MAY Bc PERMANENT OR ROAOJMLE. q TE
<br />1 SEE DUALS FOR NSTAWATION INTO WOOD FRAME BUILDINGS ON SHEET 15 'Y •'•
<br />L SEE SHEET 4 FOR DUAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF ASS ON
<br />SPACERS AT TRACKS INSTALLED AWENT AND BEYOND TO STIICCO/W000 BANDS. ANNR
<br />FyV
<br />1dlllYR ! F'IeOR Y�IRRINO WALL Nk FUM MQLhffW0
<br />11141LLATIOtt - LLTEMLTIVE LIY INSiALLTIOILR - LL11E�N11(Rf[ !WI
<br />(SECTION AT TOP R UNITED TO +80.3-417.0 MAX. SCAM t/4• . ,-
<br />A.S.D. DESIGN PRESSURE WING)
<br />10"' 1/4' . i•
<br />nr.e Pr
<br />r NrI A1A
<br />INSTILL uW
<br />WALL 1/4• . 1•
<br />t�
<br />8on�����ii�����r��������������t�et������A�lr•6B�A
<br />LJOM
<br />4 2/4. 20. 3/4 a y4
<br />y1. 24 hW/15 11-10-1, Z t 1W/15
<br />Es.T.,1AGr w.L L
<br />AREA W/No lr[ SA/RY PIg,EL4
<br />-...__..... . I... AWMAIR PANELS W/ OR ___..--__...
<br />�i ON uE
<br />LocxnoM OF LIFE (SEE NOTE ISCL.OW)
<br />SAFETY PANEL --+
<br />W/O REG" TRACKS
<br />(SO NOTE ,
<br />BE
<br />LAO►AKFy m
<br />• t sAPttr tf101M1m BE 6 OiELLTP�Ne tI.E1
<br />6[
<br />OPTION &I FOR WEE Sb EETY
<br />ELEVATION
<br />STORM
<br />ALWAN PINYDm RUNE 1A1NDlE
<br />m rAA ARAn r 1MDIOm
<br />OR REMOVED FROM NOW
<br />BHRU
<br />SCALE 3/32•-1•
<br />®®a
<br />1 • vMN.
<br />PNMNA�LL
<br />1 IFS NOTE 1 �� I�IOR N
<br />SECTION B-B
<br />SOME 3/32--1-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.R.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'Le SCHEDULE
<br />Amin TINY /„• e1Al,sfil A/G3 ••ar
<br />°�i10
<br />f6Wils+)pK6)
<br />Na SDK
<br />aDWs.
<br />.MA. -72.0
<br />r-r OR tas
<br />2 1/4•
<br />IeOLM
<br />1 TWU 6 A
<br />+MA. -72A
<br />>r-V To r-6• Mw
<br />2 3/4•
<br />UWM70
<br />, TOM S A 7
<br />."A, -T2.0
<br />Wr r To It•-r Id-
<br />2 1/r
<br />• ••r +
<br />6
<br />.43A. -44A
<br />12'-4. 01 Lag
<br />3 I/2•
<br />• Nr+
<br />/. 6 A t0
<br />• ULM O/ t/416-7001 &A Ill A t•Y111 a pqM . VOLMM OF 1Na
<br />Hamm" S.D. DESIGN PRESSURE RATING (R.e.f.) AND CORRESPONDWO IL!YIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORY PANELS M & Q INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE ■LOCK STRUCTURES
<br />tam ally me PAYNRN A, Aa NISrAUAtM10 m Psi s[eT,eul , T1.ru 7 er s,eNYr a A At
<br />IWIAKO ASA.
<br />CUM
<br />WoIC�Pic 0
<br />W OM soon rage rat EA - 3 I/r
<br />APPLICABLE 10
<br />/6C7gAF / •
<br />at �710N
<br />WOW ►MILL
<br />LBgM 1• U.)
<br />MAIM
<br />O 91P ~
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<br />PWALVM MAU a
<br />P N JM 1Le
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<br />To
<br />O�pMtE
<br />TO OONCOM
<br />MAM
<br />O�N
<br />ro a0Mg1O[
<br />QUICROg[
<br />le CONWI1
<br />OpeOCiF.
<br />10 COMMIX
<br />commm
<br />r
<br />N/A
<br />N/A
<br />K/A
<br />W
<br />,VA
<br />r
<br />6'
<br />WA
<br />P/A
<br />r
<br />r
<br />g'
<br />or
<br />Y
<br />r
<br />, (p MMQ
<br />g
<br />K/A
<br />WAWA
<br />6•
<br />W/A
<br />/
<br />WA
<br />r
<br />WA
<br />E flon
<br />6•
<br />WA
<br />WA
<br />WA
<br />6'
<br />WA
<br />►•
<br />N/A
<br />6•
<br />N/A
<br />2 (60T010
<br />+MA. -72A
<br />r
<br />WA
<br />WA
<br />WA
<br />r
<br />WA
<br />r
<br />N/A
<br />A'
<br />N/A
<br />3 A 4 (10P)
<br />7'-6. ON UM
<br />00 LS16
<br />r
<br />S'
<br />WA
<br />WA
<br />0•
<br />r
<br />Y
<br />r
<br />6'
<br />r
<br />3 f60TDN)
<br />r
<br />WA
<br />WA
<br />WA
<br />a
<br />WA
<br />r
<br />WA
<br />r
<br />WA
<br />7fKIn
<br />W
<br />6•
<br />WA
<br />WA
<br />r
<br />r
<br />4•
<br />or
<br />r
<br />r
<br />4 A 7 0011o10
<br />WA
<br />Nn
<br />12 1/3•
<br />6 1/4•
<br />U I/r
<br />6 1/4•
<br />6 1/4'
<br />f ,/4'
<br />f ,/.•
<br />/ Ip'
<br />p (,y�7W)
<br />IW eQN 10 A 11 NR AMCrW TYPE A lAae NO MVLLq M6 IM =00 INS 61R0•e
<br />W41W A OW 0407418 AO WON 1316E OW U ARE DOW ED ON tNs SMEOML PM ES. LM
<br />AM E0001710 ON SCHWAS MUM AwCP WOO* N Ml1PlnN ENCM slew ON 3UIMULE W
<br />THE Mo" WOOL MR "a CHOW" To W POMLL am= 61000/10 COUP= two NOaO
<br />DOLL AN W tOS TNw PNMN SIgOM OMNTm FOR eel MOON TYPE A Ale1eN LAW&
<br />AOw
<br />t/Ii
<br />TMeN
<br />t 4i
<br />t 4•.
<br />1/410
<br />1 1/^
<br />i/e.
<br />N10M
<br />C OI-NM
<br />WNN-w
<br />M an" MAAS
<br />J
<br />3
<br />J
<br />7
<br />3 1/23
<br />••.a- s•rr w
<br />3
<br />3
<br />3
<br />7
<br />2
<br />6 ,n
<br />PA AN4 aAOw sr w
<br />3
<br />3
<br />3 ,n
<br />3 1
<br />3 ,n
<br />A1wIL Y
<br />BIIWIII
<br />1
<br />N
<br />a
<br />-
<br />2 'Ir
<br />_
<br />m
<br />W
<br />r
<br />,m
<br />tm
<br />1A3
<br />m
<br />3 yr
<br />Im
<br />,m
<br />i
<br />R�11�11�■
<br />r
<br />J
<br />Lae 61N61 axwe
<br />uMN.•6tN Oa
<br />OAN kror-r IIR LARn FBWi D at
<br />•t1+ aaYNN+
<br />ISO wo PLATE NN
<br />ro r-r M«
<br />RCm:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />LIP TO +56.5, -72.0 PSF AND PANEL'S LENOTN UP TO W-0'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />s1uD6 DOVI R�Ar
<br />i2D•NEToHOLPANEL
<br />INSTALLATION DETAILS FOR REGULAR PANELS(b
<br />INTO EXISTING WOOD STRUCTURES
<br />& C1a
<br />1
<br />_ i ' •� y4ti do it pin
<br />4OR
<br />EQ
<br />II
<br />EO
<br />I
<br />;
<br />_
<br />••�
<br />1
<br />I
<br />1
<br />_
<br />N°0°°mPiT�r°1
<br />oomiMl�e6N
<br />I
<br />g
<br />AL_TERN�TIVE
<br />1w
<br />�•--M9010LILI ON SHEET r M. soy^ m
<br />'a CLASS.
<br />tIIAM
<br />I
<br />•n, ec
<br />ED
<br />1
<br />I
<br />90
<br />AIR
<br />FA
<br />'
<br />1/2•
<br />EC
<br />li(
<br />"•
<br />1
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<br />y yy tpT1Na oa ��
<br />\-;/i/3- Nr ,IerneOrPORIMb
<br />It sIAYI
<br />3}µ• F1An I
<br />MWIfilift AMOTAI
<br />• 1oIN or TEATS
<br />I AT3NI
<br />FRAME
<br />Room own sYmmeNdmB)•r/Gmm;I===BBBLINB)•��
<br />O
<br />Pi_ • .II .IT .7_ _I•.
<br />, I
<br />I -I l•." •111•
<br />sTLIOa o•EWAP -
<br />�x+s•ae.)
<br />PANELI-
<br />r MA0. `csE h
<br />WPC ISO.
<br />PRlliat
<br />RATINS 1
<br />TNCOII
<br />a W-YW
<br />ONA•aI
<br />MIOWn POPRE o
<br />1W4NNE Rw
<br />APPLICAIRE NCI I i
<br />a TON
<br />YA0•AN FWIR
<br />LnY1N l• LPL.)
<br />ro
<br />6LpCN
<br />10
<br />001Kp31p
<br />OLM
<br />ro
<br />,am
<br />6tOCNtwxca"M
<br />To
<br />CON10
<br />m
<br />55.0. -72.0
<br />r
<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 />, ! x
<br />!'-0. OR LE95
<br />p•
<br />7•
<br />B•
<br />6'
<br />B•
<br />6•
<br />rS'
<br />B•
<br />6•
<br />+ (BOTTOM)
<br />456.0 -72.0
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />WA
<br />S•
<br />N/A
<br />1 k 2 (TOP)
<br />5'-0' to T-6•
<br />6'
<br />!•
<br />6'
<br />6•
<br />r
<br />7 1/2•
<br />B•
<br />6'
<br />r
<br />6'
<br />1 (BOTTOM)
<br />+55.0 -72.0
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />e•
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />N/A
<br />1 At2 (TOP)
<br />7'-e' To
<br />r
<br />4•
<br />B•
<br />6
<br />6
<br />e
<br />e
<br />6•
<br />6
<br />e
<br />+ (BOTTOM)
<br />IIAN ASa
<br />COACHIN
<br />PRtlNIIE
<br />l faTe • An• NN NN W er MaO
<br />-
<br />DIR I PROM • r M4 PINT T7 Q RAND
<br />-
<br />==Nchm
<br />SECTIONS o
<br />11AIOAIlIM PANEL
<br />UDWH v (ft.)
<br />OF THEN
<br />440.2 -613
<br />3• 3-
<br />4 1/2-
<br />4 1 r
<br />2 (AO nom)
<br />7'-6. OR LOS
<br />+52.6 -66.0
<br />3• 3'
<br />r
<br />4•
<br />2 (BOTTOM)
<br />7'-6• QR LESS
<br />+B&0 -72D
<br />2 1/2• 2 1/2'
<br />4•
<br />3 1/2•
<br />2 (BOTTOM)
<br />r-6. OR LESS
<br />+l6.0 -72.0
<br />2 +/2' 2 1/2•
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />7--6• TO W-0'
<br />+l6.0 -72.0
<br />N/A N/A
<br />3'
<br />3' 1
<br />2 (BOTTOM)
<br />7'-r TO 6'-r•
<br />AL7ERWTC
<br />LOCATION
<br />AT DO PANEL
<br />e
<br />1/4' Ill pfR I 1 pS IyII �NTWOR PANEL `-WO PANG.
<br />B SCI�IAE gamut I
<br />r -%I #2 FOR . p FOR _3•...•{
<br />M.. ANCHOR M
<br />r-r MIA. I
<br />DETAIL 2 FLOOR MOUNTINO INSTALLATION (A-PPUCAeL TO SCHEDUL 2)
<br />SOILS: 3/111* . 1•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .•.i) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 00 SCHEDULE
<br />MPPUCdMLE ONY TO SECTIONS 1 A NNNC 1M FOR SAFETY ETY STC&I P.AIr1
<br />an+YN oN sIIEET 1=L
<br />3w' JCENS�-
<br />No. 44167
<br />VAN" Ala oTrM
<br />�•1PW32.M"•
<br />11w. AeNK
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<br />IreNN *am INICNM Me WORM O00[ MUM AN OeWA M ON TIB WNSML FOR
<br />ED. LAM T1M 0elO0m ON Sam" Mau ANNgR /Ana If MLLTPLNIa SPACINGCHOWON ICWMU Of TO[ FOUORNp F'ACWW MR Tf OF'pWMII m 6E PO66161L
<br />NmUCID WICON OWAM Ile PACtat OWL NOT W UM 7HW INN SPAM
<br />MWED FOR EAW now TYPE At N4"m LMM
<br />ANCHOR TOPE
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<br />1/4'P
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<br />IgIIL BON 41
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<br />(VALID ONLY FOR
<br />IQRISTAUAwNR As PSR SEOTIONn 1 TIRU 10. ON SHIFTS 4. 6 ! 6)
<br />IAAMMNM
<br />Ala CO IN
<br />WOMAN NO M rMCLNp
<br />NOR E.O. - 3 1/S• ••
<br />fE0Y101e APPLICABLE To
<br />L •
<br />WIOINN IYYIlL
<br />UPCON
<br />Cr YAP -DIM
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<br />P'F CLIME PUPAE D
<br />PIICAvn PLUS
<br />MAD su
<br />RESUME
<br />SN0
<br />m ODNCAM
<br />To
<br />opFtwEn
<br />HOCK
<br />TO CONCRETE
<br />10
<br />COIIa[T[
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<br />To CaICIC
<br />To
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<br />m CONWIM
<br />10
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<br />N/A
<br />6•
<br />N/A
<br />61
<br />N/A
<br />0'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6•
<br />4•
<br />N/A
<br />N/A
<br />6•
<br />e
<br />6•
<br />r
<br />r
<br />6•
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />e•
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />e'
<br />I N/A
<br />N/A
<br />N/A
<br />S.
<br />N/A
<br />!'
<br />N/A
<br />!•
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />!!A -no
<br />e'
<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 />3 N 4 (TOP)
<br />3T-5• M W-B•
<br />OR {ASS
<br />6•
<br />r
<br />N/A
<br />N/A
<br />6•
<br />6'
<br />6•
<br />6•
<br />r
<br />6•
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />e•
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6•
<br />4'
<br />N/A
<br />N/A
<br />6•
<br />6•
<br />e•
<br />e•
<br />6•
<br />6'
<br />N/A
<br />N/A
<br />4 Al 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />6 1/4"
<br />12 1/2'
<br />6 1/4"
<br />6 1/4•
<br />6 1/4•
<br />a 1/4'
<br />6 1/4•
<br />N/A
<br />N/A
<br />! (TOP/BOT1OM)
<br />00.0. -53.3
<br />N/A
<br />N/A
<br />12 1/2•
<br />6 1/4'
<br />12 1/2'
<br />a 1/4'
<br />6 1/4•
<br />6 1/4•
<br />6 1/4•
<br />6 1/4•
<br />N/A
<br />N/A
<br />a (TOP/9OTFOM)
<br />-r TO 11'-r
<br />56.0. -72.0
<br />N/A
<br />N/A
<br />a 1/4"
<br />N/A
<br />6 1/{'
<br />N/A
<br />6 1/{•
<br />6 1/1'
<br />a 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />8'-6• TO ,1'-2-
<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 />6 1/4•
<br />6 1/4'
<br />6 1/4•
<br />0 1/4•
<br />S. S. 10 (TOP)
<br />NA �,p
<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 1/4'
<br />6 1/4'
<br />B (AOITOM)
<br />OR LESS
<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 1/4•
<br />6 1/4'
<br />B (BOTTOM)
<br />12'-4. OR LESS
<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 />6 1/4•
<br />6 1/4•
<br />6 1/4'
<br />6 1/4•
<br />to (BOTTOM)
<br />WE IWM t0.q 11 AND 12 POP ANCHO S TO[ A SPACING FOR e16uuaa6 INTO WOOD PIVAR BIeOW
<br />WAWY IId10R WMCNM AW MNMAW FOW Oe1AtM ARENNCOW ON 700 110000.1. MR LD. tm
<br />WA TNNM1tm ON 6LTi01AE OEM ANC/la I►ACse BY,RA7rLYNe fPACRa rIOMN ON SCHEDULE IN
<br />RG M POUOR•e rACTOme Do OPERATION To W POW - Rf011 OD SPAM o6TA0ED um rACI011
<br />POLL POI W Un TW&M wocaO OOCARO FOR EACH ANCANI TYPE AT AMCIDN LEEUD.
<br />ANCHOR TIME
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<br />3 1/3
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<br />3 ,/3
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<br />3 1/I
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<br />11z.1 m
<br />- E1061NG MOOD IWAD01
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<br />% : 1\
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<br />NO
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<br />FOI sTo
<br />---IfL LENOTN
<br />NOTE 1)
<br />I
<br />i
<br />TO
<br />TO
<br />i SAIL 6
<br />nN 3rr .
<br />1/r of
<br />D
<br />Mw. PANELLENON
<br />(SET NOTE 1)
<br />- --1
<br />I '
<br />� x
<br />D WX
<br />I
<br />%3r
<br />Ml Swat
<br />t ,/r o3:.
<br />REQUIRED y
<br />t/4•0 uD 6OIDES •
<br />` - -tl ai 1e1NGCa,wMw/
<br />DIRECT Wip-AT" AT WOWIM OF PLATE
<br />17:JR[ s/ati�-'m71MOUNTwl�re::sTl�
<br />BCLLc 3 MI -
<br />HOW
<br />1. INSTALLATIONS FOR ALTERNATWES BW. SW t TOW ONLY VALID FOR
<br />BUILDINGS WITH A&D. DESIGN LOADS UP TO +43.8. -46.0 PA.f. AND
<br />PANEL'S LENGTH UP TO 12•-4'
<br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO eE SOUTHERN
<br />PINE NO. 2. W/ SPECIFC DENSITY OF O.SS OR E(RIAL.
<br />IIOI[ FOR TN1u K CTIOIAR•
<br />TOP R BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />FOSIVIR Om
<br />ro.
<br />■[ oN
<br />I
<br />94M 0
<br />rpN I o
<br />4L aAAM
<br />PANIi
<br />/.'Y-3Nt1. 49A.
<br />MO.. LOOM
<br />(SEE Nor[ 1)
<br />Ml r/ GNUS .
<br />am masA►
<br />I
<br />I I
<br />Odl
<br />or
<br />MW
<br />F1
<br />J �' _
<br />-
<br />±LL•
<br />7
<br />I
<br />2W WOOD I I Ii PIN. 11MFAOkb
<br />REQUIRED 11 I PENETRATION
<br />MIOMOTN OF ABATE
<br />I
<br />plam MOUNT
<br />I I
<br />Ib4[ SNIT'
<br />INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/.ti u• gDRDI6 • r as W INTO EXISTING WOOD STRUCTURES
<br />1 , r ttNDIDIo PDEtRgeN
<br />EQF
<br />OR
<br />ro rpeD 115mq `
<br />I
<br />i E EEL.
<br />ALTERNATIVE 1 '►LTERNATIVE 2
<br />4Y,IY IMOME
<br />EO
<br />Tit, oa
<br />I
<br />I
<br />I EO E0_
<br />OR i
<br />to1._ WOOD PLATE
<br />I .,_,._ _ _.. _...-__) i• V, V\'• � MONO FW[ `y,�\ `�'I IIE011M[D
<br />- - _ RDOIRMO I
<br />8 r4� ALTERNATIVE 3 ALTERNATIVE 4
<br />IVY/•10.+6/S• P�BIOR�aW � W/
<br />/r.-2aa' u ILO Y r ae. a
<br />+/ro-30 NpEL*7[ nx u D a ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS
<br />PANRMIn PLMS 6 r ONO. ■ , ,/r M•. IWAk 3/•• - 1'
<br />TIWO Pam
<br />to sOm
<br />Mn ,TNT : OAPIOI TRACIa NDT flaw F01, CLAIM
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
<br />1. WFIAtlATIONO ARE ONLY VALID FOR IUSm1OS WIN ASA. OESOM IONS top TO
<br />+MA. -72A W AND
<br />E PWIE{LS LDWW U► m r-r.
<br />2 FOR NEW "a HH . 7 �W/ r�1C0 OQWKNUCI0, UWOOD a ro W Sa/M[M
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<br />0_ui
<br />SHEET NO.
<br />IS 1B1
<br />
|