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<br />WALL AND FLOOR MOUNTING INSTALLATION FOR R.M2,A� R"N6rNM
<br />e._ SPLIT PANELS C an Sam" oN--
<br />2` t...._.• . • eamm. I t 1 -.�� lrra 1a wRaO
<br />+' 1. L
<br />IMAM
<br />on/,.
<br />PMO IA NT. ram 1110Omt •W R ! 1.
<br />MN�EO. -x
<br />SCALES 14 + T' 2F�I��•�P������ �
<br />��w aOA JL I
<br />,"e�aEfON NEON: Niles t..e I %`- -'. / NwY' • aer,Pwr rtN :,YD /
<br />ee• AAA- -M. P..
<br />ATOM - iA,-1• AYP P MAl W- -q.O la. IPIQ _ _ _ •-
<br />1 )
<br />,•► 1AI4F
<br />/ \ FAaW' iaa
<br />I
<br />PAM
<br />IOWA.
<br />n I(
<br />�sY. FiAu ira,c ri► \` �A' I•"_+c0 - -�. 1.� .,
<br />I '
<br />L a • ra rl- \' 2 r ) I e - - dry' -_ �1 t• �. MAWN wM • too IWOI fO�AL�
<br />SPLIT STERN PANP1 ELEVATM
<br />� SECTNIM Y-Y wr s wy,
<br />SCAR t/4'-t• E.E,TAN •l-P rwa4 9G41 i� '�
<br />MULLION !f•.Yr01►LE
<br />•AH
<br />NLJYi 6 J L'i>yµD D
<br />• UP TO � Dom' �S 72A'�,M PRE36UPt MAq
<br />�CT10N 1 »
<br />Stilt 3/6-,'
<br />ODTL MULLION CAN AM IN 0 410 RIO 910Rr POW ON TOP
<br />ON p011pM SO i,NT R ,S IOCATm AT TOP OR WrIOM of OPEPSK .,
<br />(ONE PNKL ape" w/ nK no a 6 nmo
<br />Pw0
<br />AwTNIN - ALTERNA71v[ E W
<br />SCALP 1/4• - 1-
<br />Ilan. IIULITON
<br />sm, (R,) •
<br />IRa1WlEo Mn.
<br />1116E APALION »
<br />4'-A- TO N-/•
<br />2'. r . I/r
<br />_ •L0 1 6 J a k1:641\
<br />• ► ••6
<br />rt• .m•,4rm
<br />MR .
<br />1 \.1/ 1 ��� •N2T a .. .-o � "- ,,moo •,aiarJn
<br />1 MOUNTIMIS
<br />RISTALATION - LLTER9tATfV[ 11M1
<br />j 6rne t/a• - 11
<br />- N•• 4f
<br />�I�Nu
<br />R1SiLLt� 7tVE 2111
<br />SCALE- IMP - 1'
<br />MQIEi:
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO 1
<br />55.5, -72.0 p.e.l. AND PANEL'S LENGTH UP TO V-S'.
<br />2• FOR NEW WOOD FRAME CONSTRUCTION', WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF O.SS OR EDUAI.
<br />TOP • 90TTOM MOUNTINGS CAN BE
<br />COMBRaEO IN ANY WAY TO SUrT ANY
<br />INSTALLATION.
<br />OONCMTI MACIam OOMMM ANIONS
<br />an t MITI t14) , . (EEO mu W 14)
<br />POURED _j
<br />r �. .' ..I• i \: .5w
<br />IAw,
<br />C0111AW
<br />)
<br />•tg•
<br />r-IRE 141mMr a» � 'P
<br />JOIN'• I e NA W,asaMM1m.
<br />�M
<br />- I 91 • u EMI O.L. � I to GLASS
<br />X dj
<br />�PssIN,. •�ti ,/i nc a
<br />a
<br />,PY Lr MA(cR �
<br />+' t MM. 2M. ACM
<br />-
<br />III.
<br />tsQ ,j (Sir w 2/1444
<br />Ly
<br />I
<br />NmfR OOMCAOM••
<br />m11tWALL
<br />01.001WALL
<br />1 I c.n I
<br />Isar anw4E ON
<br />aIMET ,.) PONAwA OOOICNER�
<br />':iplO
<br />r>mHMOiLr ON-)
<br />WALL MOUNTING INSTALLATION
<br />- SECTION 1 SCM E: VS.. I. - SECTION 2
<br />SCALE: 3/6' - I•
<br />mm-CI l�='r'TY STAIN B9Nf: BTSAIA 1 11 ,A11DN�
<br />i. LIFE SArM STORM PAIL CAN K LOCATED AS AN END PANEL (FIRST OR LAST PAIR)
<br />OR AS AN INTERIOR PANEL.. (ANY PANEL, LOCATION IN•LTWEEN END PANELS).
<br />LIFE SAFETY PANELS WtY O• MAY NOT Of INSTALLED ADJACENT TO RfOULM PANELS
<br />(W/ OR W/O WO" TRACKS.)
<br />P- LIFT SAFETY PANEL CONSISTS OF 0039" GALVANIZED STEEL STORM PANEL
<br />AS
<br />PER COMPONESM SHEET 2 of GRANNIE.
<br />THIS PANEL ITSELF tD BE REMOVED OR INSTALLED FROM THE WSNOt OF
<br />STRUCTURE.
<br />1Nt,w1NNN
<br />J. � SAFETY P AP REQUIRESH 70P TRACK 7 1 S WAwI�NONPONENT k BOTTOM TRW%
<br />to ft. T14�
<br />COMPONEM BC INSTALLED MALL OR FLOOD MOUNTED FOLLONI N ; SECTIONS
<br />2 ON TNMS�EET, AS MELEE AS OEfAAS 1 • 2 ON SHEET 14.
<br />I •
<br />4. Mln. LENGTH FOR COMPONENT4D 15 IV
<br />M•.. ANCHOR SPACING FOR cmwwja ®ANCHORAGE AT BOTTOM L4 GIVEN ON
<br />2 t •
<br />COMPONENTMAY SE PCRIM 1LNI OR REMOVABLE.
<br />5 SEE DETAILS TOR INSTALLATION 1R0 WOOD rpAME BLAIDIHcs ON SHEET 15.
<br />G aS
<br />�•y.,•
<br />6 SEE SMELT 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF AA4,'LF.. ......
<br />FORA
<br />SPACERS AT WALLED ADJACENT AND Brl%M0 TO SRGCCO/YDOD BANDS.
<br />AIN #IMAM
<br />1��,,.�
<br />f�1�l�lra�7a�
<br />Rrrrrrrr�rrrrr�rrrrrrr�r6Br�rlRr�rrrrrrrur�r•
<br />I
<br />■�RWR�/IHWRW�rO1BRrR�gWB1111
<br />■w,, mu
<br />CMM t FLOOR NOIINiNIQ WALL k FLOOR YOIMITMNi
<br />INSTALLAWN - ALT[lNATINX AW INSTA"TUM - ALTFi111ATM SN
<br />(SECTION AT TOP is LIMITED 1D 455.5-/7.0 MAX. 1rM,U 1/0. 1'
<br />A.S.D. DM" PRESSURE RATING)
<br />SCALE: 1/4• . 1-
<br />,
<br />w•i"w•,s,� Ir
<br />W {•
<br />N wonr o o
<br />IN 11,•N AMo
<br />NaruLarm - sreym uw
<br />WALL- 1/4• - I'
<br />POP CONOWTE A4=ft 9K So"" ON SHM I.;
<br />ran mm saw m AW71DN ON •NET Is
<br />w
<br />Mn.
<br />tt 1000m !
<br />PAw,$)
<br />4)
<br />/15
<br />Aftwn LOCATION
<br />-J ON LIFE SAFETY PANELI-
<br />FE
<br />LIP
<br />IE
<br />LOCATION a LIFE_ � IDi ,BROW)
<br />-.N� PW/NO
<br />[BLS IN/
<br />W/O REGULAR TRACKS
<br />�. SAFITY I
<br />(SEE
<br />9aoeq ' LASE -AlD W OE WgLLEO AS
<br />=
<br />AiE11W PMQ OPENW LWL
<br />AaFrK M
<br />Rr
<br />PANELCU A CIA
<br />IPRaw
<br />ro WAIT NN=
<br />TO OR PDVO,FD FROM WSM
<br />ELEVATION
<br />9KiD1""CRMM
<br />SCALF a/W'-/-
<br />W
<br />1
<br />TILT /AL YDeMR 16GttOP
<br />2R wO' M1 wN 1'S
<br />A
<br />6[�NOtES
<br />SECTION B-B
<br />SCALE 3/32'-1-
<br />MAXIMUM
<br />A.S.D. DESiGN PRESSURE RATING AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />(VALD OILY r0R •(9 INinNAtDN9 As PER S cnm t RIRu 1Q am SHEETS 4. S • 6)
<br />MAXIMUM
<br />A.S.D.
<br />• rtTW r/ 1/4'0-2010 It. M5. A WNW Al ow7W • I CLI MIH a PAWL
<br />DESIGN PRESSURE RATING in-21) AND CORRESPONDING
<br />MAXIMUM ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORY PANM Q-) BE a INSTE •TIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(HALED ONLY FOR PANES Q• OINfTALIAnoms A6 PER SECIIa16 t new 7. am sam 4 • S)
<br />300I��CEN�
<br />FLORIDA BUILDING CODE Ip Velocity
<br />h Flu
<br />come &n•
<br />No. 4167
<br />'0°701e7•00 we 20 GAGE GALVANIZED STEEL STORM PANEL It
<br />rP
<br />DUMP m
<br />�'
<br />V1
<br />L E C O PaoTECTIDN PRaoucTs. U.C.
<br />"'"""
<br />OA7[
<br />f
<br />D,o�;. ( ID1' . `
<br />i
<br />•'00&W
<br />ss%p 'TEAL
<br />ii'a»'
<br />:r,fr ')»h NAMAYPet R,IO NOK. (PaV)RO-)tla rN, (E61jtlS 62N
<br />0NV tfn w1-,O,
<br />20-176
<br />4 ANNI L
<br />WoMWMM/IALR --
<br />+
<br />�'A_
<br />MYArM w:
<br />SmtOAQA P.E. W -
<br />WaTS 0/r
<br />Eo;
<br />to,
<br />MVIMIIM AZa
<br />�n x'
<br />Yn.
<br />ltaL )
<br />�
<br />aon�ioll
<br />�p
<br />.SSA -72A
<br />r-9' OR L25f
<br />II t/r
<br />VWOItte
<br />t t1eW S A 7
<br />.rs. -T2p
<br />>r_e• ro r-s• w..
<br />:air
<br />Ln90.1ro
<br />THOU a . 7
<br />.Tsc. -72A
<br />,41•-e• To' '-2' MY
<br />2 Try•
<br />"'R�ro1A011L1�A/a5
<br />•
<br />..L, -N.0
<br />12'-4' dl LL15
<br />2 Cry'
<br />• AT aWLII/Pi I•11•
<br />S, • k ,0
<br />IwMAA As.o
<br />11[E:W
<br />RA)
<br />_ NNwNr ARTOIIS tNPPOq FOR to . 2 I/r _
<br />W
<br />Rit7gb I •
<br />'w atOrO��Ik1NIN
<br />! MVYJN ►N41.
<br />ILIOM i• (11.)
<br />TMCCI
<br />6 L►-OIL
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<br />M10,MIr rpr,2 O
<br />MNUWUt RL6
<br />ro MHGER
<br />•m�[
<br />ro tONCA6tt
<br />O�OK1[
<br />m OCODW1t
<br />L' �E
<br />m P4R,1Ct
<br />OHMAGE
<br />ro ofllprTE
<br />off
<br />A•
<br />_
<br />wA
<br />N/A
<br />wA
<br />e•
<br />OVA
<br />P•
<br />N/A
<br />r'
<br />W.
<br />, f>OPr
<br />r
<br />a•
<br />WA
<br />OVA
<br />r--
<br />r
<br />e-
<br />_ r
<br />r
<br />r
<br />; t9ottoln
<br />1•
<br />wA
<br />wA_.
<br />wA
<br />e'
<br />` wA
<br />•"
<br />� wA
<br />x •' _�
<br />N/A
<br />a (TOM
<br />r
<br />MIA
<br />N/A
<br />WA
<br />S'
<br />N/A
<br />•'
<br />wA
<br />r
<br />w4
<br />7 (/C1TaA}
<br />I
<br />.as -Tao
<br />r
<br />WA
<br />N/A
<br />wA
<br />a•
<br />N/A
<br />r
<br />WA
<br />r
<br />N/A
<br />a „ . -1
<br />(Tor)
<br />r_e• ar Lt1s
<br />OR LEss
<br />r
<br />r
<br />n/A
<br />N/A
<br />a•
<br />r
<br />r
<br />r
<br />s•
<br />r
<br />�
<br />J IeonOM) I
<br />A'
<br />tNM
<br />wA
<br />N/A
<br />r
<br />NIA
<br />A'
<br />San ,a • 11 MR AlIb101M 1.PE a src•a FOR ,NCwLA1o1• AND eo09 PWL[ 9LA{Oaa
<br />YN•NM AWpI '2AACelII6 AN WNRI m0E SWIAMCC AR aarAtw a 1Mi SCIImMi Fal CO. lJm
<br />w4M PalaMm ON 9Ba)NAE ILtD11E[ Atlblr s,mW er rIATNn,Po iPPILww 71tDRM ON SnlmUtt 9r
<br />w1 aNLaPea FAOTORi FOR TOaa 111'tIN110N m K PaeNitE IIiDUCO 9AAK mDIRD 11wN rACmlt
<br />+AWL Not r Mr 11Pw r•MAW „NW1Ne ,NOODLED NOR D,CI mrraR tYR a AND,aK ,C9Ca.
<br />1aOlIR 7w1
<br />-
<br />y4y
<br />rma•.
<br />1/4y
<br />u rr.•,P
<br />1/4�
<br />IAri
<br />1/4y
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<br />MAY
<br />4a„D-aR
<br />_.. � r11rw wArAr d,J
<br />,
<br />,
<br />,
<br />s
<br />r ,R
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<br />••Nb1.14,,R 44w.M ON
<br />µ W Ir•nw RA•, 9A)
<br />1
<br />--'S
<br />)
<br />,
<br />i
<br />! '�
<br />J ,/,
<br />J
<br />a In
<br />, V,
<br />, ,q
<br />NSA, u eu6
<br />•601
<br />, Ip•
<br />se
<br />as
<br />-
<br />.
<br />Ar61'L0.in�
<br />a
<br />1, t/.• Ia . a✓e' LEND 9Wr •eI•a
<br />I F Ip& Loa"
<br />oS! M 1 1 E, m D e
<br />POII oc, o um m ro TO AMP a
<br />✓ 1 ':1 ,N' O,C M tDDDw 1I W SW' IM..
<br />�(Il aR U- 0 fvavmlE FOWA D am
<br />ROUm ,, yA ,t1R •III Cry• a a wMl ,
<br />�' ALL a �M rO AAttALrOR
<br />ALL LIDawn W W r-r IaI
<br />MIMIC
<br />I�
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS W17N A.S.D DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH LIP TO W-/'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD LKMBERS TO BE SOUTHERN
<br />PIK NO, 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />TOP • 9DTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />S(RDS •OVERLAP
<br />T�0t2H D PANEL
<br />(VALID ONLY FOR
<br />INSTALLATIONS AS PER SECTIONS T THM 10. ON SHEETS A 5 • 6)
<br />II4xM1Y AMCDR9 $NOW 1011 SA. - a 1/2' ••
<br />AS.D. on"
<br />/ANON
<br />OF too-cmd,
<br />CNH-IN
<br />PNK4MR nwa A
<br />PNBWIE Rub
<br />.
<br />BOLA SST
<br />1"MokS 6 s
<br />NA2MM PRAISE
<br />PRESSOR
<br />MiMa
<br />(PAL.)
<br />W OCICAM
<br />ro
<br />o011CKR
<br />91aat
<br />TO GOVERN
<br />W
<br />CONCOCT[
<br />2LOC%
<br />W Cacilm
<br />TO
<br />COMO"
<br />AIOC(
<br />to coNmm
<br />W
<br />CONCRETE
<br />@I=
<br />t0 COWAM
<br />TO
<br />u011CR0t
<br />ROOT
<br />TO CDNDIIEI
<br />.._.__
<br />ro
<br />t:ONCIR7i
<br />auxx
<br />AP DOIIbWDM
<br />or fwM
<br />LOOM
<br />6•
<br />NIA
<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 />1 OOP)
<br />6'
<br />4•
<br />WA
<br />WA
<br />6'
<br />6'
<br />r
<br />6`
<br />r
<br />6'
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />6'
<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 />r
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />S
<br />N/A
<br />O'
<br />N/A
<br />N/A
<br />N/A
<br />2 (•OTTOM)
<br />55,5, -72.0
<br />A'
<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 />] • 4 (TOP)
<br />>7'-5• TO 6'-6-
<br />OR LEA
<br />6'
<br />1'
<br />N/A
<br />~ N/A
<br />6•
<br />6'
<br />6'
<br />6'
<br />6-
<br />a'
<br />N/A
<br />NIA
<br />3 (BOTTOM)
<br />a•
<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/Ay
<br />N/A
<br />7 (TOP)
<br />/'
<br />4•
<br />N/A
<br />N/A
<br />6•
<br />6•
<br />6'
<br />8"
<br />6'
<br />6•
<br />N/A
<br />N/A
<br />4 • 7 (BOTTOM)
<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 />1 1/4•
<br />6 1/4'-
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />60.0. -SAS
<br />N/A
<br />N/ A
<br />t 1
<br />2 2
<br />/
<br />6 1 4'
<br />/
<br />1 1
<br />2 2'
<br />/
<br />6 1 4'
<br />/
<br />6 1 4-
<br />/
<br />6 1 4-
<br />/
<br />1/ 4•
<br />/
<br />6 1 4'
<br />/
<br />N A
<br />/
<br />N/A
<br />6 OoP/eortoM)
<br />r-6' TO 11'-2'
<br />16.0, -72A
<br />N/A
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 1/4'
<br />6 i/4'
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />NIA
<br />5 OOP//01T0M)
<br />6'-W TO IV-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 />6 1/4•
<br />d q, to Opp)
<br />-160
<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 1/46' 6
<br />a�(BOTTOM)
<br />OR LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />M/A
<br />-
<br />N/A
<br />6•
<br />6'
<br />6 1/4'
<br />6 1/4•
<br />9 (BOTTOM)
<br />12'-4. OR LESS
<br />N/A
<br />NIA
<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 />5 1/4'
<br />10 (BOTTOM)
<br />AE SUM ,0. 11 AND I1 FOR AM MM TYPE A 1LP/CM FOR MPALUMW NATO MM PIN[ MUM
<br />MNMW 44TIDR YYCIPOE AND W MUr MINE DISTA01 AN MOCAM am "a iCCCILL FOR ED. Lm
<br />IVAN SICHMU "Es' ANCHOR SPINDINDPOMU.
<br />a
<br />111E nxLoow FAVORS. Its NMRDIA�'I'''Cm spwm O91AM Ulm PADS
<br />DIALL NOT K LESS It1AM W M M SPACPID MNCATED POP EACH ANCNON TINE AT AN CHM LE000.
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<br />INSTALLATION DETAILS FOR REGULAR PANELSa Ilk dA INSTALLATION DETAILS FOR REGULAR PANELSft Olt
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES
<br />- } �{ i,,, 11 e 1 A• O.t. w/ , 7/e• - y' -- j i t/a• O.C, w/ t 7 - .I -
<br />�,I v)<,w PUIMr • s• u I' •l i 14-10 PwnRAT10M 1D i� I�I �1flMFA0Eo t'[1g1MTrx1 l' I' )•-io w1RtJMit rws
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<br />- y � � jty �r//>, y 7/6y 1 � 1%s w/ 7/rr . � 1 �r�syr/ TAr• .'- a7 0 •,C C
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<br />Pun T In• wA narAar TeNt wiir ALTERNATIVE 3W
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<br />I , � e 14• oc w/ 17/e' ... ,, �; � NbIRDtH a Pun
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<br />' AIwEi6O01 A7 MVWWAUA OF PlA7E
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<br />SCALE a/6-1' arxt !M1' ALIaG1Al I/M1' SCALE 5/e-I'
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<br />FI .I q•.. •. L,,,.. :.".1•
<br />ALTERNATE
<br />LOCATION
<br />At ED PANR
<br />Sim . EVERY
<br />OVERLAP
<br />( 'MOLD wai
<br />S.MA. (CAST Z - ..
<br />0
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<br />1
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<br />1/4 '!I 9cI1 dAE 4OII OVA[ :I INTERIOR vA4L END PANk1.
<br />'L_.r
<br />._... ]•- /2 FOR .-1.... FOR
<br />Les ANCHOR MaI ANLYDR
<br />soAaNla sPACWc
<br />DETAIL
<br />2 FLOOR MOUNTING INS;A•!!TION (APPLG!9LE TO SCHEDULE 2)
<br />U01MUM
<br />SCALP ]/11r - V
<br />A.S.D. DESIGN PRESSURE RATING (n s.f.) AND CORRESPONDING
<br />MAXIMUM
<br />)dPPilC6BLL
<br />.vrn� pN
<br />PANEL LENGTH "L" SCHEDULE
<br />oNlr ro sECTDNs L.,a_26TI'II Mae LLFE sAF'tTY stave PANEL
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<br />6"
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<br />1 • 2 (MP)
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<br />9'
<br />9'
<br />9'
<br />9'
<br />9'
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<br />r
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<br />N/A
<br />6•
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<br />1 • 2 (OP)
<br />S'-0• M Y-6'
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<br />T-S' TO r-a-
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<br />LENGTH 'L' (R.)
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<br />449.2 - 51.5
<br />• ]•
<br />4 1 2' 4 1/2'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+52.4 -ago
<br />6' ]•
<br />4' 4'
<br />2 (BOTTOM)
<br />Y-0' OR I=
<br />+Ob-0 -72.0
<br />2 1/2• 2 1/2'
<br />4' ] 1/2'
<br />2 (BOTTOM)
<br />7'-6. OR LESS
<br />.55.0 -72.0
<br />2 1/2' 2 1/2'
<br />N/A N/A
<br />2 (BOTTOM)
<br />T'-6' TO 6'-0•
<br />♦55.0 -72D
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<br />2 (BOTOM)
<br />7-6' TO 6'-1.
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<br />*am ON emmu of THE TOMOIIm Fact=, MP THIN, aIKRom m K POWAL
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<br />' JGEN�''•.;$
<br />ND. 44167
<br />1k
<br />f�
<br />1. INSTALLATIONS FOR ALTERNATIVES BW. 9W • IOW ONLY VALID FOR
<br />BUILDINGS WITH AS.D- DES" LOADS UP TO 445./, -41.0 Pr.0 AND
<br />PANEL'S LENOTH UP TO 12'-4•
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />FND7T FOR MMA7IDN O{' SECTIONS'
<br />TOP • BOTTOM MOUNTINGS CAN W
<br />C•MBIWED IN ANY WAY TO SUIT ANY
<br />//4//Y22 lAD 1OA11A6 • 1rEr�O.1aRLw/
<br />W'E2wNa wOm WiYNA '�01
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<br />...1
<br />2) to a
<br />to E
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<br />to = i i ON f
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<br />MOOD PW p' � � R
<br />... - _.I \ ROuaLEO t 11
<br />V l8J°• . ALTERNATIVE 3 ALTERNATIVE 4
<br />/4yw Sara•rM w/1,/2'
<br />IA•. MR6Mm PM1.IWIDN OR
<br />1A'Md/r um Sr4r Dm1.O w/
<br />t/4•a-3w I.S. " a r OC OR
<br />IA'•-a0 rlP1NMa IOWE a Oe ALTERNATIVE WOOD FRAME CONDITIONS R ANCHOR LOCATIONS
<br />"MA4AIM PLUS • S' O.0 %/ 1 I Mn. 9OM• I• - I'
<br />r WEAOm OSA[11MIlW TO gyIAD Mum
<br />PLO[ ODIE : SWISS TRIERS Nm S?67M TOR CLARITY
<br />WALL MOUNTING INSTALLATION
<br />ALTERWIVE 1 W
<br />lOAt2, Aw - 1•
<br />2�
<br />I. MPALLAt=S ARE DIET WLL FOR 9ULDO 1 Wm ASS CE5mm LOADS UP To
<br />.115. -72.0 M AND ►AAR$ 41DOM UP TO r-r.
<br />' Fm New "a M..- 2. W/ AND � or a� EQUAL�' m 6t laURLOe+
<br />SHEEP N0.
<br />SH 1.1
<br />
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