|
in "Mes'. I
<br />m 2"W 4
<br />tomom Jollwift
<br />an sags" 00
<br />AIM a . 0)
<br />114-
<br />MIA.
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR R.T.W.1-ifie
<br />SPLIT _YPANELS 77771
<br />P -vlaw
<br />.
<br />�gf�*TTA, Rua A "
<br />ve
<br />xMAS= N s
<br />a. = p. r
<br />"us since
<br />Pip
<br />7
<br />WS
<br />-MA PAL
<br />T
<br />WALTeY
<br />an a IA L
<br />AAM
<br />WWAN
<br />MAD
<br />sea 0 DETAL 2
<br />MULLION SCHMILE
<br />11- IAUUJON
<br />RMUM LA,
<br />milk (FL) •
<br />TUK MULLION
<br />, 4�lr
<br />MWAM ANDICAS
<br />It 110,11301,111
<br />move a a 9)
<br />> v-s- To r-r
<br />b W-g, To Ir-W
<br />T'. 51 �,x
<br />WSiI M"
<br />SECTION I
<br />,,,, 3"A".
<br />"M MuLor SD
<br />119=1 PANELS ON TOP
<br />IT 7 SIGN
<br />an on BOTTOM OF OPIDONG,
<br />(ONE PANEL OPENING, W/ TIRE TOP a wnteo)
<br />uajl_= MOUNITM
<br />1NffA1IAMQK=_ALZaMMff_n
<br />WALE: 1/4, - I,
<br />XULAMOM
<br />AW1AUAD9K_=.AUZW1AMff_=
<br />IrAM- 1/4' - I'
<br />am
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 pxf. AND PANEL'S LENGTH UP To a' -a*
<br />2. FOR NEW WOW FRAME CONSTRUCTION! WOOD MEMBERS TO BE SOUTHERN
<br />PO4 NO. 2, W/ SPECIFIC DENSITY OF 0.53 OR EQUAL
<br />NQrE FOR COMBINATION QE
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INK -
<br />_091 =103
<br />& FLOW MOLINTIM11 WALL & nim woLoffm
<br />DWALLAIM - &UjNRjoff_o
<br />(SECTION AT TOP 6 LINKED TO +W.5-117.0 MAX. SCAUD 114* 1'
<br />ALSJ). DESIGN PRESSURE RATING)
<br />WIN, A 0 I;rr_
<br />rum MOLWYM
<br />CONCRETE aomqm CONGME ANCHOM
<br />on ocna" ON an an SCHMULE
<br />W 914) ow 14)
<br />Pon CONCIVITIT ACHM = spou" ON ow ik
<br />MR WOW soma WEE ImTkow a ow 'A
<br />10PI, a IW/15
<br />r*1A 2/4 24/4, 4/4 a 4/4
<br />.2 IW/15
<br />r MOIL
<br />Colocom _T
<br />opwFOURM
<br />m
<br />Abla
<br />SHM IA am
<br />(M Pon)
<br />TWA VWL Stpownum
<br />To CLASS
<br />A WOW.
<br />9M 0 12 19FL.C. AV
<br />vm. below
<br />TO .14917I.T.
<br />ICI.)
<br />it
<br />LOCATICA
<br />�1
<br />POLWOMM
<br />00
<br />NQMN=
<br />LOMA 2/4, 20- 3/4 ae 4/4
<br />L*I- 2, & EW/15 LIP-1. A IW/15
<br />Ntliatmit LAMM"
<br />ON In Sam Pupa L
<br />WA W/%I) In SAFEW PANELS
<br />LOCATION (11E AIM 18"is)
<br />I'. NEIS /OR
<br />S1,11 P%ZE _j
<br />(SEE I
<br />OONCF= Alle"M
<br />(w scolds" IN
<br />OPTION
<br />S, ETY
<br />�� L49 PANEL 0 TO K INSTALED 05
<br />La SAFIEW smm Asia. OPENIM ova
<br />S; AL=j6"%=A"
<br />3.07'.) ..... cbd)
<br />.cum
<br />&I
<br />, M TO W j=
<br />Music)
<br />PMJ & aA
<br />TO K DMIALM as I1EWCN1EO FIWW BMW
<br />Concoslic ex.=
<br />OF STAIXIM
<br />is,lip I.)
<br />ELEVATION
<br />WALL MOUNTM WSTALL&TWIN WALL AND FLOOR 110UNT1lKI INSTAl1ATlON
<br />SCALE 313r-l'
<br />SECTION I StAkE., 3/8' - I* - sEcnow 2 SCALE.- 3/r - 1' Ip Nis ra► 00-2
<br />2
<br />4* Low-1
<br />1' T
<br />NOTES OM In SAFETT ZMWk2&I&L_=QLW&A=h•_ jr
<br />I'--
<br />w I
<br />1. In SAFETY STOW PANEL CAN K LOWED AS AN END PANEL (FIRST OR LAST PANEL)
<br />N-Y \-Z :'IN /_ -4.
<br />OR AS AN INTERIOR PANEL CAW PANEL LOCATION IN BETWEEN 00 PANELS).
<br />BLV
<br />LIFE SAFETY PANELS MAY OR MAY NOT K INSTALLED ADACENT TO REGULM A94ELS
<br />SM MR I)
<br />(W/ 00 W/O KINPLAR MACIM)
<br />Y. LIFE PANEL COWISTS OF LRAM. GALVANIZED SIM STORY PANEL AS
<br />SECTION 9-8
<br />Ptle I SHEET Or DRAWING.
<br />E-0
<br />SCALE 3/32"-1*
<br />INS ITSELF 720 K 4DXWED OR WISTAUED FROM THE "SIDE OF
<br />STRUCTURIL
<br />J. UFE SAFETY PA REOU11" TOP TRAM TO K COMPONENT (1) A 901704 TRACK To
<br />IIE�= 15. THIS; O?A111WG.
<br />Ty
<br />L', _Z�S OR FLOW LICKHM FOLLOWING SECTIONS 1 4,
<br />j
<br />r THIS IA- v
<br />AS .F se I At 2 ON SHEET
<br />4. ANIL LENGTH Im comPonew ID is w.
<br />NO
<br />FLOINDA BUILDING CODE (INIgh Volwoolty HAL cons Zena
<br />khol. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTICIM 15 IMP, Wv
<br />some TARS. vict
<br />rp.
<br />20 GAGE MVANW STEEL VORN PANEL
<br />SCHEDULDII V 2. SWEET 14.
<br />PERMANENT REWDAM111.
<br />almost W.
<br />COWONONiMAY K oft
<br />% S #,jE
<br />%A. I - .
<br />I SEE DETAILS FOR INSTALLATION INTO WOOL) FRAIfE BUILDINGS 04 SHEET 15.
<br />IL EC O
<br />m' oLow m=noN PRomm
<br />6 SEE SHEET • FOIL COAL APPLICABLE 10 THE NECESSITY FOR THE INSTALLATION OF• •=
<br />4111
<br />rMM. "M LIP. $120417
<br />GAM aoC 20
<br />".)=It -176
<br />SPACERS AT TRACKS INSTALLED AIMACIDIT NO BEYOND TO STUCCO/1111000 BANDS.
<br />Px WAw"Nox"I/wit
<br />*=CA-ample&Of
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 00 SCHEDULE
<br />isessic us-
<br />Mw
<br />rIm" Ism
<br />.mA -nk
<br />r-r 001 LESS
<br />a Idw
<br />UNINUM
<br />I THOU a & 7
<br />-BILL -72A
<br />3T-e TO r-r 10-
<br />2 3,4-
<br />UNSCLIED
<br />"M 5 a I
<br />-96A -72A
<br />w-r To w-r u-
<br />I Iff
<br />•
<br />a
<br />..0 -.0A
<br />IT-V OR U38
<br />-3 Iff
<br />orouv"
<br />0. 9 & Ia
<br />- m= 91 1/410-3bil Is. " & WOW a 0~ a omxwm W NAL
<br />W=MUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEMU FOR REGULAR STORM PANEL Ct) & Q INSTALLATIONS
<br />INTO EXISMHO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />609NW AU
<br />Dom
<br />ONUSUM
<br />We' .I 1
<br />W=W Mellon sew= AM La. - 3 lIr
<br />AIPCp7j"MWO Wk
<br />AK/OF comwoim
<br />INN
<br />Mk MN PANEL
<br />Law *1* w
<br />LAMM
<br />CF Vi'CW
<br />CNIX-Ol
<br />FWARNAME n3s" a
<br />PNOLWM PA%
<br />70 CINICAM
<br />10
<br />clo'Clut
<br />&am
<br />To cownm
<br />TO
<br />COMMK
<br />saw
<br />TO CONCRETE
<br />C1vIC1111:
<br />SLAM
<br />111 mown
<br />Mot
<br />coc,
<br />in maim
<br />To
<br />mmm
<br />IF
<br />AIIA
<br />WA
<br />0/4
<br />IF
<br />ir
<br />40%
<br />ALIN
<br />I (TOP)
<br />r
<br />51
<br />Mr%1JA
<br />Kth
<br />r
<br />qr
<br />1.
<br />Osrnom)
<br />r
<br />W
<br />ILIA
<br />WA
<br />OVA
<br />r
<br />WA
<br />1.
<br />N/A
<br />IF
<br />N/A
<br />r
<br />N/A
<br />v
<br />N/A
<br />r
<br />N/A
<br />2 PICTIOW
<br />IF
<br />WA
<br />VA
<br />%/A
<br />r
<br />WA
<br />r
<br />IL/A
<br />or
<br />NIA
<br />J&.M
<br />r-r ON LESS
<br />U135
<br />r
<br />Ir
<br />WA
<br />'VA
<br />r
<br />Ir
<br />r
<br />r
<br />r
<br />3 MMOLI,
<br />Ir
<br />WA
<br />%/A
<br />WA.
<br />Ir
<br />II/A
<br />r
<br />WA
<br />r
<br />NA
<br />7 (11"
<br />Ir
<br />51
<br />WA
<br />WA
<br />11
<br />r
<br />r
<br />r
<br />4 A I "UP"
<br />WA
<br />OVA
<br />12 I/r
<br />01/4-
<br />2 t/r
<br />G./o
<br />01/0
<br />a Ile
<br />0 'le
<br />a I/v
<br />SK Temple 10 & I 1 10010 MORM TIFf A 111091111 I= #A11NLAA06 WID 111010 MAIM
<br />WOMAN ^1010111 VACM AIM MAIM! WX BSVM AK IdWAM ON THIS 901=11. M EA UW
<br />VAN MILICAID) ON SCIMAE I== NOW VACIND W "TOLVM SPACING SMOM ON WHICKAS W
<br />I ?Miftft FACMW FOR DO 01011114110111 10 K POSSIBLE. 14100CED, SPOM MUM LOW MICA
<br />*%U ACT U LM %W WOW WNW MOWN MR SM NOW TIVE AT &IMWM UM&
<br />L/"-
<br />We
<br />i&
<br />san-m
<br />ft MOM "ACM 0.)
<br />a
<br />3
<br />/R
<br />3
<br />-. . I*- w
<br />.-
<br />�-
<br />a
<br />I
<br />s 1/2
<br />.10-IievAim
<br />31/2
<br />3Id2_
<br />smos. a mong
<br />A
<br />"m
<br />I.a
<br />191M.
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A-SX, DESIGN LOWS
<br />UP To +56. S. -72.0 PSF AND PANEL'S LENGTH UP TO 8*-B'
<br />L FOR NEW 00001) FRAME CONSTRUCTICK WOOD MEMBERS TO BE SOUN THER
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />NOTE FOR
<br />TOP & BOTTOM MOUNTINGS CAN K
<br />COMBINED IN ANY WAY TO SUIT ANTI
<br />INSTALLATION.
<br />STUDS 0 EVION
<br />�12 OVLVAP
<br />.;g �O0,1
<br />MIMM
<br />1:401- loh 'k1tfA*A-t11N
<br />PIP
<br />Ell
<br />I IL) 1..
<br />13:4.- ski
<br />ALTERNATE
<br />LOCATION
<br />AT In PAND.
<br />t/4' \-RnUWR PANEL \-DID PAND.
<br />(LLAJJitie
<br />SAAC" SPAC114
<br />11-r Yin.�
<br />MIAL 2 - FLOORMOUNTINGINSTALLATION CAPPUCABLE TO SCHEDULE 21
<br />SCAN: S/IfIr - I-
<br />UMMUM A.S.D.PRESSURE RATING (Ro.f.) AND CORRESPONDING
<br />kwimum nmm LENGTH "0 Zoffa=
<br />18PP11C/116L aLY TA SECTIONS I A, 2
<br />Won" As&I
<br />UPM
<br />w
<br />ow"
<br />No"" awa a
<br />PAIC2IAE PLUSANUCAW
<br />It
<br />Dom
<br />POORK
<br />WRING t..11
<br />-
<br />To
<br />70
<br />Coocom
<br />CONCIRM
<br />SIM
<br />CONTO
<br />CNM
<br />to
<br />CoNt"M
<br />am
<br />10
<br />To
<br />0111M
<br />ELOCK
<br />10
<br />wNnETE
<br />10
<br />IKA01
<br />zscilow 0 a
<br />OF YM
<br />#55.0. -710
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />S_
<br />N/A
<br />r
<br />N/A
<br />11'
<br />N/A
<br />I a 2 (TOP)
<br />S*-W OR LESS
<br />ir
<br />7.
<br />'•
<br />r
<br />r
<br />1.
<br />9'
<br />1.
<br />9'
<br />1.
<br />1 (orlom)
<br />+6LO -n.0
<br />WA
<br />N/A
<br />N/A
<br />r
<br />WA
<br />e
<br />N/A
<br />0'
<br />N/A
<br />I AC 2 (TOP)
<br />r
<br />r
<br />r
<br />7 I/r
<br />9-
<br />1.•r
<br />' (IOITOM)
<br />+55.0 -72,0
<br />A
<br />WA
<br />N/A
<br />8'
<br />N/A
<br />0.
<br />WA
<br />S*
<br />/A
<br />r-r To 88`
<br />4'
<br />1 r
<br />r
<br />I r
<br />I r
<br />I r
<br />1 4"
<br />r
<br />-!:._
<br />"Momw ILS&
<br />onm
<br />MUSLIM
<br />I MUM 0 VIF WL MM W 0 ANIAE)
<br />OW A WA 6 IF 10. INN W W lma
<br />APPUCAIKZ TO
<br />X=1146 ,
<br />AM
<br />=V (11)
<br />W"
<br />uqp Mix-
<br />I
<br />WE
<br />OF Imm
<br />+49.2 -61.5
<br />3- r
<br />41/2- 4,12,
<br />2 (BOTTOM)
<br />7*-W OR LESS
<br />+524 -46A
<br />3. 3
<br />4. 4*
<br />2 (BOTTOM)
<br />r-r OR LESS
<br />+55-0
<br />2" !L2'
<br />4.
<br />3 llr
<br />2 (BOTTOM).
<br />7--rOR LESS
<br />+55.0 -72.0
<br />1 1/2:
<br />N/A
<br />N/A
<br />2 (WFIOW
<br />)lr-6* TO 8*-**
<br />,+55.0 -72,01
<br />N/A N/A
<br />3- I r
<br />2
<br />J,r-r TO $--rI
<br />I wmw ass, oss"
<br />-seele
<br />-
<br />- m I r-
<br />I -- --
<br />I
<br />.4114 -no
<br />r-r
<br />1 as/..
<br />1uAROtta
<br />w am is FOR MOM rat a VACM M* matuamm 0110 wwo FWtw "DM
<br />AIM" now mea on wom =a offw= AINE *"am ch $in SCHOWAL fall,
<br />ED. LESS it" momxu ON 1190=111 me= memo VACM IN "YoLy" "W
<br />*00 ON $21101611 IN wit mumm MOM ram THAI ONCRw,0A1 To K POBMLL
<br />AMICIED rome Mmm Ld" TACTICS! PULL NOT ME UW$ Twood, LOMM SPACING
<br />OIW= ram us" Now "PE a mma UWOICL
<br />41111413811011
<br />1/4%
<br />1-r=
<br />il1r.
<br />1/41.
<br />ovicall
<br />IF ""'M
<br />MILIL
<br />lielskiPME
<br />ItIS
<br />_W Am" wean W
<br />A
<br />3
<br />3
<br />a
<br />sin 1
<br />lowlenemis maw
<br />O'Low
<br />3
<br />3
<br />3 1
<br />3
<br />3 1R
<br />4
<br />AMC. I& INK now
<br />ReMaR
<br />, 'tr
<br />2 I/r
<br />4-
<br />(LONLY FOR
<br />AS M SECTIONS I THOU 10. ON SNEIETS 4, 5 At 0)
<br />MAXIMUM
<br />A.S.61 DEIGN
<br />P01139"
<br />Ram
<br />WMM MOM W*M* IN LL - 3 I/r -
<br />APPUCAAE TO
<br />KCTIOW 0 At
<br />4w coblawwo"
<br />or THD1
<br />MAXIMUM PANEL
<br />UMIN v (ft.)
<br />tvmm
<br />CF W-cm,
<br />CAUK-01
<br />PANDJAVIE Pei" IP
<br />PANSAwt PUS
<br />Saw w
<br />TO OMORM
<br />YD
<br />commm
<br />SIXICK
<br />TO caw"
<br />TO
<br />oomcxm
<br />VLOCK
<br />To CONOWn
<br />Sm
<br />coc
<br />SLUM
<br />To omwwm
<br />im
<br />MICAM
<br />MAIM
<br />-
<br />To OWICAETX
<br />10
<br />com�
<br />SLOW
<br />To CONCRETE
<br />TO
<br />CDNMM
<br />1.
<br />WA
<br />%/A
<br />1.
<br />141A
<br />N/A
<br />1.
<br />NIA,
<br />"/A
<br />N/A
<br />I (TOP)
<br />1.
<br />A-
<br />N/A
<br />N/A
<br />Ir
<br />1.
<br />1.
<br />ILL.
<br />r
<br />1.
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />1.
<br />N/A
<br />WA
<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 />r
<br />WA
<br />N/A
<br />N/A
<br />'.
<br />N/A
<br />5.
<br />N/A
<br />V
<br />NA
<br />WA
<br />N/A
<br />2 (BOTTOM)
<br />+55A -72.0
<br />1.
<br />N/A
<br />WA
<br />N/A
<br />Ir
<br />N/A
<br />Ir
<br />N/A
<br />1.
<br />WA
<br />4/A
<br />N/A
<br />3 0 4 (TOP)
<br />TO r-r
<br />OR LESS
<br />-
<br />1.
<br />4.
<br />N/A
<br />N/A
<br />r
<br />or
<br />1.
<br />1.
<br />a,
<br />N/A
<br />WA
<br />3 (BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />8"
<br />4'
<br />N/A
<br />N/A
<br />1.
<br />S.
<br />N/A
<br />N/A
<br />.4 111 7 (BOTTOM)
<br />WA
<br />N/A
<br />12 1/2-
<br />1 6 1/4-
<br />12 1/2-
<br />1 0 1/4-
<br />6 1/4-
<br />a 1/4-
<br />a 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (MP/BDrM)
<br />+50A, -53.3
<br />N/A
<br />N/A
<br />12 1/2-
<br />5 1/4'
<br />12 1/2'
<br />a 1/4,
<br />5 1/4*
<br />6 Ile
<br />4 1/4'
<br />6 1/4*
<br />N/A
<br />N/A
<br />6 (fOP/WMM)
<br />W-3- TO W-2-
<br />+55.0, -72.0
<br />N/A
<br />N/A
<br />f 1/4-
<br />NIA
<br />8 1/4-
<br />N/A
<br />5 Ile
<br />6 1/4-
<br />6 1/4'
<br />6 Ile
<br />N/1%
<br />N/A
<br />6 (TOP/BOrMM)
<br />W-A* TO 11*-2*
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />a 1/4,
<br />6 1/4-
<br />a 1/4'
<br />0 1/4'
<br />L 9. 10 (TOP)
<br />+43.11, --4&0
<br />4*
<br />NA
<br />N/A
<br />N/A
<br />WA
<br />N/A
<br />N/A
<br />1.
<br />1.
<br />1/4-
<br />-
<br />5 1/4'
<br />-
<br />a
<br />-
<br />12'-4' OR I=
<br />OR LESS
<br />-
<br />4
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />N/A 1
<br />1.
<br />1.
<br />6 1/4"
<br />1 8 1/4' 1
<br />9 (BOTTOM)
<br />WA
<br />N/A
<br />I N/A
<br />N/A l
<br />N/A
<br />I N/A
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