|
ou
<br />ft�-
<br />0.00"t-
<br />Lou So-110.9 IN
<br />�so
<br />OXIC of WAu
<br />ir Apftcw
<br />3
<br />I
<br />W
<br />w
<br />% 1
<br />C=
<br />ESE
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR A.I.W.%:nk
<br />-
<br />SPUT PANELS com"I "Noom m smmu
<br />11-000,41,411
<br />'-T-4-1 T T4
<br />1'. NO-:.
<br />-1441IC0
<br />T
<br />r
<br />- op" we" e. 1
<br />/0
<br />m me
<br />/2' 011HOWIT on rw
<br />. ED.
<br />4, rugs, flum, T;17
<br />T
<br />------ i
<br />%
<br />I
<br />WtAIL I
<br />X,
<br />T
<br />- --------
<br />L V
<br />"7
<br />-1. -no -1
<br />BW t/4"-I'
<br />em w
<br />om 000
<br />oborm.)
<br />MULLMM SCHIEWILIE
<br />4"m 4
<br />'"ft
<br />OWNS
<br />SCALE
<br />WIL MUL0rS:UIO WV=WW1jO ffORMPAN"31 ON TOP
<br />n
<br />�7 TOP
<br />OR 011FTTOV OF OK)",
<br />(ONE PANEL QKMMG W1 TdK TOP IIOVOM�
<br />mum.
<br />"um KOCK
<br />T
<br />2 o� w a
<br />0 0 2'
<br />MAL 2
<br />SECTION Y-y
<br />SCAU 1/4'-1'
<br />SPLIT S1QjgZpj&*
<br />ELEVATION
<br />VINL IAULUON
<br />SPAN (n)
<br />RrouoKD h"
<br />TLIK MULUOR
<br />> 4*-G* To V-11'
<br />4'
<br />31 V-s' To or- %a.
<br />4' . V4
<br />6*-Io' to V-11,
<br />2' 6" I/V'
<br />6 m=
<br />1w
<br />KRILD-aff Moufffm
<br />INSITALLAIM - ALTERMYM I
<br />1/4,
<br />W&L MOLIKIIING
<br />INCTALLATOM - ALTERNAMT ZIN
<br />ScAUL1 Ile 11
<br />NOTES!
<br />1. INSTALLATIONS ARE ONLY YAW FOR BUILDINGS WITH A�S.D. DESIGN LWS
<br />UP TO +55.5. -72.0 p,v,f. AND PANLL*S, LENGTH UP TO 8*-S'
<br />2. FOR NEW WODD FRAME CONSTRUCTION! WOOD MEMBERS TO 13E SOVn4ERN
<br />PINIE W 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />commilit AN041100
<br />(su samaw ON-,
<br />sMw
<br />camcmm Alomm
<br />(Kt soma am--\
<br />PoLm comcmm
<br />V
<br />44
<br />MIR
<br />(SIT
<br />To 0 1
<br />7. .7
<br />to" 2/14
<br />G
<br />olt co"Orsm 'x
<br />su=
<br />nam WOUN'two WALL FLOOR MOUNT)ING
<br />craump
<br />DWALLATM - AITLV&Tr4K AW
<br />(SECTION AT Top is ummm To +35.3-vv MW SCAC 1,41- - I-
<br />A.". DESIGN PRESSURE PAW)
<br />3
<br />w4m
<br />A L.-I Jwx
<br />now mouuTm
<br />N "w
<br />SCALE. I^- - r
<br />-to. cocnm In Is mulf as Imm
<br />rim wow in '44, Vigil 16
<br />I, a Iw/15
<br />10-IA 2/4. 2k/4, 3^ 4/4 1, 2 & lw/m
<br />w pAws)
<br />.
<br />i
<br />.
<br />W/15
<br />,
<br />.
<br />'
<br />ALTEWATE U)CATION
<br />OR In Wm PAw'L L
<br />AREA W/140 LIFE SAFETY
<br />UXATKIN WK INELOW)
<br />"NEILS
<br />I. REG" omeLs IN/ on WE" PUT --in
<br />Ll W/ID RED" TRACKS
<br />KWW) In ftkU a) To K vwAx=AS
<br />LAST Wm symm fAmm opt)" slikk
<br />owcam A"OHORS
<br />amm'.) Ann, OPTION 11 F STORM ALWAYS K
<br />lolmD oDmcXm OR WEE WETY 10 FAAC1UTAn"=k2%NffWMo=
<br />Swum TO K NPA"KA OR KWOM INSUE
<br />PANEL(V & M _or sfwucnm
<br />A 1
<br />s"1V I-) ELEVATION
<br />WALL MOUNTING INSTALW WALI. AND VALE 3/32'-,*
<br />eo
<br />SECTION I SCALk- 3/8' - V SECTION 2 SCALU 3/3* - I" ./v u.,
<br />-,/4* 1. ow, Get
<br />01 -1y
<br />I uft WETY STORm PAN11 Ck% BE LOWED AS AN fAD PmEt (FiRr OR LAST PANEL)
<br />00 AS AN INTERIOR PMD- (Aw PANEL LOCATION IN SFMEN EWD PANELS).
<br />Do
<br />UFE SAFM PAMELS MAY OR MAY NOT K INVALLM ADJACI TO REGULAR PANELS
<br />ON WIG FMA" TRACKS
<br />) sm wit I)
<br />1%
<br />me FIVIEU
<br />(&Iw"
<br />4t
<br />"Am
<br />T, 1 - I
<br />I
<br />ffUM FANFI)
<br />1.1
<br />I I
<br />too
<br />1.�.
<br />i I
<br />1
<br />*+
<br />" 1-t
<br />I"
<br />-1.1
<br />.
<br />a a
<br />.111 .1
<br />+IA 2/4 2A/4 3/4 cm 4/4
<br />L*I 1w/15 1
<br />2'& 1w/15 Z
<br />.
<br />LIFE PAN& CONSISTS OF MOM" "LVAWO STEEL ST0ft PANIn. AS
<br />SECTION B-8
<br />m . SmErTT20 Of OpAww
<br />jEa
<br />SCALE 3/32--l'
<br />Tits nVLF K REM014D Oft IWALLM FROM THE 044DE OF
<br />STRU"E.
<br />�Fifwftm
<br />J. 09 WrtyjAj TRACK TO ISE COMPONEW(Z)6 BOTTOM TRACk to
<br />K COM"N Z=92 OF Itrs DRAWING,
<br />"'o
<br />COMPIDINDIT Y K INSTALLED 1101" ON FLOM MOUNIED rO iOVANC SMTIONS I A
<br />2 ON THIS AS WELL AS DETAILS I & 2 ON SHM 14.
<br />-:L9
<br />4. w.. LENWH
<br />Met. AMC�M mmpmt= VANCHMAGE AT WrOM 15 GWN ON
<br />SChEDULLS 2. SHM 14,
<br />e3m Kum
<br />jk
<br />LVWDNM MAY K PERtMNEW ON REMOVABLE
<br />S
<br />S. SEE WALS TOP INSIQLATION INTO WDDD FRAME OUILD0105 ON SHiEET 15.
<br />1 i..
<br />OR
<br />11 IM VC
<br />6 SEE SHM 4 rGR DETAX APPLICABLE TO THE NECESS" FOR THE INVALLAT*N or
<br />SPACERS AT MkCKS $WALLED AGjA" AND BEYOND TO STUCCO/WOOD MANDS.
<br />MAXIMUM A.S.O. DE=N PRESSURE RATING (a.z.f.) AND CORRIESPONDIN
<br />MMIMUM PANE QUEOULE
<br />-4 ra
<br />twit I
<br />ug-
<br />.06
<br />m
<br />no
<br />7,-!r a* Lin
<br />2 1/4'
<br />uNwAto
<br />I real 9
<br />2 31e
<br />umwnv
<br />I iftm 8 a I
<br />-me
<br />w-r TO M-
<br />2 1/2*
<br />a
<br />.13A -4LO
<br />OR LESS
<br />3 'Ir
<br />. ow
<br />I'M0,11m
<br />S. It A 'o
<br />ftm w/ M.'s -mot'* 11 " A, %v~,u a~ a avmm or F"fiL
<br />MAXIMUM A.S.D. DESIGN PREZURE RATING 4p.m.f.) AND CORRESPQHQING MAXIMUM ANCHOR
<br />SPACING SCHEWLE FOR REGULAR SMN PANELS INSTALLAIMS
<br />INTO EXISTING CONCREIE & CONCRETE BLOCK MICTURES
<br />ed" ONLY FOR PANIMSM& QIWAIATOMS AS M SECTIONS I THAU 7. ON SHEETS 4 A 61
<br />wxmw Age
<br />am"
<br />f"W"m
<br />RATING (o.. I
<br />womm Ammme vec" me j 11r
<br />APPLDQW m
<br />secrNm f a
<br />AW CONCIMING.
<br />OF THEM
<br />91
<br />Tom
<br />a �Orp
<br />wa-
<br />P"dm"n "met a
<br />NO, " �
<br />-
<br />m cowcolm
<br />cowo"
<br />10 commm
<br />TO
<br />1000,
<br />to coemm
<br />IQ
<br />calmmm
<br />Now
<br />TO cwcmm
<br />lo-
<br />coNcom
<br />SLID,
<br />-
<br />TO *Ok=w
<br />--- *%- -
<br />ow4flm
<br />0,110,
<br />Ir
<br />N/A
<br />Ii/A
<br />II/A
<br />V
<br />VA
<br />NIA
<br />1.
<br />N/A
<br />r
<br />r
<br />V
<br />r
<br />VA
<br />N/A
<br />N/A
<br />V
<br />OVA
<br />'�A
<br />Ir
<br />N^
<br />V
<br />`11A
<br />./.
<br />N/A
<br />PI/A
<br />S'
<br />. N/A
<br />T
<br />I
<br />VA
<br />a (low
<br />.553� -721)
<br />411
<br />WA
<br />V.
<br />N/A
<br />Ir
<br />N/-
<br />r
<br />RIA
<br />OR um
<br />r
<br />r
<br />1.
<br />3 (morrom)
<br />N/A
<br />N/A
<br />R/A
<br />w
<br />*/A
<br />"/A
<br />I cm-)
<br />a.
<br />r
<br />6'
<br />1.
<br />Teotw
<br />L --------
<br />WA
<br />.11
<br />1;
<br />6 1/..
<br />'2 /2-
<br />6 1/.-
<br />911 SPGM 16 At It Re ANCX011 "Pt A WONNO FOR WNIMLATIONS MM WOOD MWE
<br />MMUM AMCMDR SPAOM AM WPWJM 10K OVAHME AK 4=00 ON THIS "gMU 90 1�a LISS
<br />w" woortz' 0. wim" "ma ANCH011 mwm It w1triky"11 SPACING wm a" 90.101" v
<br />T4 MA.U10011 FACTONS IN M OPOWAN M K POORkL NEXU= 100000 01000" LU4 FACTOR
<br />SHN, kV K Uod THAN UNINJU VAOM 01100IIII ft* 4001 100HON rfK At ANCHURS LCKNI).
<br />IWqt
<br />1/40
<br />WHOM
<br />I/r.
<br />1 4-
<br />w O*M VAOMV 00
<br />3
<br />1
<br />'n
<br />3
<br />- �!�'
<br />3
<br />3
<br />1 5
<br />3
<br />.....
<br />. 1 V3
<br />11.- . &.6 w
<br />5
<br />3
<br />$,/1
<br />1 1�
<br />3
<br />law 9L INK lonm
<br />w-
<br />Im-
<br />://44 LORD DWA am" w/
<br />us, 6 1 1/4' o1r. rm
<br />1,002" t* m '/4* at
<br />me wams up, v IF =a
<br />PkMELNAR nWAU jo OR e
<br />"w All LEMOTHS I*
<br />BE[
<br />a s"tv a
<br />e
<br />to
<br />TO QLASIL I
<br />tot
<br />V. lo. 5/8' Low 011ASS IM&ING
<br />el 1/4.-2ftr 14 v.3. 40 4 V-* C
<br />fm PAND. LEMITTHIS w TO 5. -6* MID 4
<br />tct Low" ko To w-r Met.
<br />"RHATM -AW
<br />is On
<br />1. INS7ALIATION'S ARE ONLY VAUD FOR BUILDINGS WfTH A.S.D DESIGN LOADS
<br />UP TO 55 5. -710 PSF AND PANEL . S LENGTH UP TO V-0'
<br />I I
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; *000 MCMDERS TO K SOUTHERN
<br />PINE
<br />NO, 2, W/ SPECIFIC DENSiTY OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SU4T ANY
<br />INSTALLATION DETAILS FOR REGULAR PANELS(l) A
<br />INIQ EXISTING WOOD STRUCTURES
<br />7
<br />own
<br />�91 VQ
<br />T
<br />0010 AM
<br />1 ALT 1w ALTiM.
<br />A
<br />ou scmax" ok -aw 8
<br />mR 910-AIMIKIN
<br />MASS
<br />1-0
<br />go
<br />112*
<br />Wm
<br />KoAm
<br />'ss
<br />4 -.1 --
<br />Y
<br />w I LAn mvwm or ftm sco, 3/a.i,
<br />I'" AMMIWE 3W ALTMNATM
<br />Kow go,
<br />NUTE SHUrIER TRACK5 MOT 540M FOR CLAPM
<br />OVERLAP
<br />STUDS 0 VAXY
<br />I� IZ2" o C.)
<br />1) 0
<br />I \ I -
<br />INTERIOR PANEL
<br />M PANEL
<br />SCNEVVU
<br />FOR mw#1�-!:;DM M101 r
<br />OR GoIgO MOUNT SPhICING
<br />-3 w.,
<br />DETAIL I INSTALLATION (WELICABLE TO SCHEDULE 1)
<br />WALL- 31ir
<br />M A.S.D. DESIGN PRESSURE RAT
<br />MAXIMLI ING (p.a.f.) AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ATI)FOR
<br />INSTALLATIONS 114TO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />3 t?2'
<br />STUOS 0 EVERY
<br />0. C.)
<br />31/4, se,
<br />A om
<br />K%w" "A
<br />IMIGN
<br />PREwm
<br />t'j
<br />01404
<br />W TAO-W
<br />001"
<br />P#AUWK FUNNE 0
<br />*,UM pLU$
<br />APIMUOIALL TO
<br />a oe
<br />or Imm
<br />m FIVILL
<br />uwm V (m)
<br />To
<br />yo
<br />to
<br />comcom
<br />am
<br />To
<br />a
<br />11
<br />to
<br />o"mm
<br />To
<br />cON011m
<br />cftmlw
<br />Stom
<br />"/A
<br />N/A
<br />N/A
<br />6"
<br />NIA
<br />6'
<br />N/A
<br />N/A
<br />-.2 (TOP)
<br />+S&o. -72.0
<br />-Ir
<br />7'
<br />V
<br />".
<br />Ir-
<br />1.
<br />2.
<br />1.
<br />1.
<br />1.
<br />I (BOTTOM)
<br />oft LESS
<br />fil
<br />N/A
<br />N/A
<br />%/A
<br />1.
<br />N/A
<br />6'
<br />N/A
<br />MIA
<br />I * 2 (TOP)
<br />.55.0 -72.0
<br />9.
<br />v
<br />9.
<br />1 '/1.
<br />It.
<br />51-al TO r-r
<br />--
<br />72'o
<br />"/A
<br />-
<br />9-
<br />N/A
<br />5'
<br />N/A
<br />SCtjtlk,�F A 2 imul CONDITIONS AT BOTTOM *i r-D-
<br />on"
<br />=-MM*r�MWWW&"
<br />APPLIC.AIM TO
<br />SECTIONS IF *
<br />wy comeofATIO,
<br />MAXIMUW *AMC-
<br />LENGTH "L' (m)
<br />CAlf:61
<br />Of THEM
<br />.49.2 -61.5
<br />3 y
<br />4 112- I/zm
<br />2 (1101`70M)
<br />7'-G' OR LEW
<br />+52,11 -66.0
<br />1. 1.
<br />4
<br />a (BOTTOM)
<br />r-6, OR LESS
<br />+530 �72�D
<br />2 1/2' 2 1/2'
<br />4. 3 1/2'
<br />2 (BOTTOM)
<br />7*-0* OR LEM
<br />2 -,
<br />2 1/2p 2 1/2*
<br />N/A
<br />pr-fi* TO 6'-VI
<br />1!
<br />N/A /A
<br />2
<br />--s- TO w-a-]
<br />1/4- PAND. END PANEL
<br />B sCHumul s=D14CVm-z
<br />#a fm
<br />so" AKNA W.- Amck"
<br />SPACINO
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABLE TQ SCHEDULE 2
<br />WA.L. 3/ir . 11
<br />WESSURE RATING (p.m.f.) AND CORRESPONDIN
<br />MAXIMUM
<br />m"Ibium EL LENGTH "'L" SCHEDULE
<br />I ALr ONLY To mA In &AMY sroft mu
<br />skil"
<br />NO. 44167
<br />nomm
<br />14''
<br />- WISH
<br />teLa -no
<br />111 *= to FOR ANCHONS M & SIMON MR PGV"ATOO NM WDOO FIMMR VADING.
<br />MINIM MCHM SWIMIRS ^IS 11011M WK 111FINNOt Aff MOVEA M "HIS IONCONN.S. FOR
<br />un Twe 011WATIS, ON IMMAL WKS A"ONOR OWING tr WAIVILVINO WWOPKI
<br />SHOWN am ItCHDW IN TW TOUDOM FACTORIL RM WO 81MRA11*11 10 N P066ftE
<br />ggVjCto splad aK4^m umm went ova kv K Los "" wes" v%cm
<br />INOICIRD Me 1we" No" T"'t Ar m*om w=w
<br />AIINM IM
<br />om"
<br />.1
<br />3
<br />3
<br />3
<br />3
<br />a
<br />2 '/a
<br />34/1
<br />1
<br />Mft Cost own*
<br />"cot
<br /> -
<br />-
<br />m
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING (io.s.f.) AND CORRESPONDING MAXIMUM
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS 1 INSTALLATIONS
<br />(v&o mv FOR PARELsom, @mwe"Tiows As m Kanoms I Tww to. ON smum 4. s at e)
<br />ANCHOR
<br />WOMIN ANDROS V*CW FUN 1UM - 3 Ilr
<br />MAMMUM
<br />A.1111), DESIGN,
<br />IAPC0N
<br />cf Tw-011,
<br />CAUC�Ift
<br />PIVAELVATE FEMALE 10
<br />PI&EL"R ptus
<br />muo Ou
<br />*"jowt To
<br />scrod 0 &
<br />mkwmm P"L
<br />To
<br />To
<br />IM
<br />To
<br />ANN comommm
<br />PAII'M
<br />TO �Rm commm
<br />To comom comeRm
<br />To COMWTE
<br />mcKm
<br />to coNo"
<br />ow"m
<br />I* oowww
<br />ra-I
<br />- -
<br />(p'.I.)
<br />eta"
<br />11UP"
<br />a"
<br />Kom
<br />sLa"
<br />KOO,
<br />I
<br />1.
<br />N/A
<br />N/A N/A
<br />1.
<br />N/A
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />I (lop)
<br />-
<br />1.
<br />-
<br />.-
<br />N/A N/A
<br />--
<br />6'
<br />6'
<br />a'
<br />MIA
<br />N/A
<br />I (wriom)
<br />ff/A
<br />N/A N/A
<br />MIA
<br />N/A
<br />MIA
<br />14/1
<br />/A
<br />2 (TOP)
<br />1.
<br />N/A
<br />MIA
<br />N/A
<br />II/A
<br />N/
<br />5'
<br />N/A
<br />2 (wrtom)
<br />#41A
<br />N/A N/A
<br />N/A
<br />N/A
<br />"'A
<br />MIA
<br />M/A
<br />N/A
<br />3 At 4 (TOP)
<br />>?' -V TO r-S'
<br />6'
<br />4-
<br />N/A W/A
<br />e_
<br />1.
<br />1.
<br />---
<br />61
<br />m/A
<br />N/A
<br />3 (wrom)
<br />1.
<br />N/A
<br />MIA N/A
<br />N/A
<br />M/A
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />MIA
<br />7 (TOP)
<br />4'
<br />N/A N/A
<br />S'
<br />6'
<br />N/A
<br />MIA
<br />4 At 7 (BOTTOIA)
<br />N/A
<br />k/A
<br />12 1/2- & 1/4-
<br />12 112*
<br />6 1/4,
<br />6 Zlle-
<br />a 1/4-
<br />8 1/4.
<br />-
<br />1 6 1/4
<br />N/A
<br />IN/A
<br />5 (TOP/BGTTow)
<br />4.50.0. -53.3
<br />N/A
<br />M/A
<br />12 1/2- 6 1/4'
<br />12 1/2'
<br />4 1/4"
<br />6 1/*"
<br />6 1/4-
<br />6 1/4'
<br />1 6 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTok#)
<br />>6,-r To 11-2-
<br />+55.0. -72.0
<br />N/A
<br />N/A
<br />5 1/4' N/A
<br />6 1/4-
<br />"/A
<br />5 t/4-
<br />6 1/4.
<br />6 1/4*
<br />1 6 1/4*
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM) TO I V-2"
<br />N/A
<br />N/A
<br />N/A N/A
<br />N/A
<br />MIA
<br />MIA
<br />M/A
<br />6 1/4'
<br />1 6 1/4-
<br />6 1/4-
<br />6 1/4-
<br />1 a. 0. Io (TOP)
<br />+4NA 0
<br />-45,
<br />S'
<br />4.
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<br />N/A
<br />N/A
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