|
lip" TIN 11 lRoll i 1�1111_m
<br />DOW"
<br />It-
<br />114-
<br />mot.
<br />WALL AND FLOOR MOUNTING INSTALLATION FO
<br />SPUT PANELS
<br />My
<br />Mum
<br />MOW
<br />r Ae
<br />A+ C
<br />Pun
<br />lllfflHffj� - , "
<br />.2 In "I
<br />My i 1 11 1
<br />1w 1% !4
<br />2
<br />WHOM 2 4 1A
<br />2 CPMW'
<br />OVA
<br />SCALE 144 -"1
<br />WTAIL 2
<br />Vm. MAUCH
<br />11" WQ
<br />-
<br />Rollum 0.
<br />TUBE 01ILLION
<br />4j 4*-Ir
<br />2'. 3'. IlIr
<br />4*-r To 5,-r
<br />2'. 4'. I/r
<br />'r
<br />,
<br />NNW TO A.-o-1 Y 6, It I/r
<br />NOTE MULLION CAN ALSO BE
<br />OR BOTTOM so THAT IT OWWO, MORPOLO"OF W.101101ING
<br />(019 PANIM OPOM W1 rUlf top a BOTTOM)
<br />sk"
<br />SWAUATM ALTIERNATME
<br />SCAM' 1/0
<br />Alm.
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUIUDINGS WITH A.S.D. DESIGN LOADS
<br />LIP TO +55.5, -72.0 p,v.f. AND PANEL'S LENGTH UP To a' -a'
<br />I FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECOX DENSITY OF 0�55 OR EOUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN AW WAY TO SUR ANY
<br />INSTALLATION.
<br />T4*W
<br />IN
<br />III
<br />IT,. V
<br />'I" W,.fw w
<br />5" 3101LUA RAMON
<br />Y=x
<br />VIM=
<br />pj_ Rmcf-fly.
<br />CRILM aM WOMMO
<br />SHMALLATIOW - ALTERNATME 5W
<br />(SWTION AT TOP IS UMM TO +O&S-167.0 MAN.
<br />A.S.D. DIESIGN PRESSURE RNTW)
<br />now himwrm-
<br />comoom #ACHM
<br />ONIE semexu am--\
<br />am 14)
<br />CONXIM A004M
<br />ORB WIO= ON
<br />MR CONCIRETIE ANCMOMI� m mma ON $4121 1�.
<br />IW/15
<br />POLM
<br />CONCREM
<br />2/4. 26/4. 3/4 OR 4/4
<br />r*IA .2&IW/15
<br />77 ----------- f A
<br />r
<br />xm
<br />mwm
<br />f1fi
<br />FRI'll[ITTU
<br />I
<br />sallow
<br />TO
<br />ow-,
<br />TO IRAN,
<br />POCU
<br />[ITT111,111"
<br />'ANN
<br />Ell-
<br />Ifl
<br />11
<br />? .
<br />lilIMMIll
<br />0 1 O.C.
<br />-7
<br />TO V.
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<br />-
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<br />I
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<br />-
<br />A JV14)
<br />b
<br />G
<br />a in PAM
<br />ow 0"A"
<br />xow COHICAM
<br />am
<br />a
<br />*A 2/4. X/4. 3/4 4/4 +1- 2�&2,W/15 ;Twos
<br />: " . i
<br />CRAY, F
<br />J ON In SMITY FWa L.-
<br />AREA M/H0 UFf SAFETY PANELS LOCATION Or -
<br />OINK I.qt Ko"AAMILSIN/Op SWETT . _r
<br />w/o REGULAR MWAS
<br />(SEE "on I
<br />LAST P0111 TO BE fWALLED AS
<br />A
<br />mcolm 440"M. Y" 77727777,, WU)W) aw PAM OPENING sku
<br />SCHEW ON
<br />-OLOM CONCRETE Ina& OPTION #1 FOR WEE 56EETY SmRm
<br />,.m
<br />cow PANEL (1) & OA
<br />tm ------ IL&A ELEVATION
<br />WALL MOUMMIG INSTALIATHM WALL AND 3/32--1-
<br />SICWN I st". 3/a, - I* 2ECTM.2 gems: 3/9* 1' -Ar-1/4- m- sm, I/r M.
<br />NOTES ON - SISTE, AWALLATIOlt, r--% zm up
<br />1. L*t SAFETY = = m LOCXTED AS AN 00 PANEL (FURST OR LAST PAHEL) - - - - - -
<br />00 AS AM INTERIOR PANEL CAW PANEL LOGIN" IN KTWM END PANELS�
<br />PANELS No Olt MAY NOT ME INSTALLED WWW TO PCOVLAR AWLS W
<br />LIFE Sot"
<br />M
<br />( / / A .)
<br />Lmn COMOM OF 0.039 GALVANIZED STIn S70FIM PANEL AS
<br />PEE
<br />SECTION B-8
<br />PER BMW 2 Of OIRAWW.
<br />EAM
<br />SCALE 3/32--l'
<br />TO BE REMOVED 011 MISIALIED FROM W *131DE OF
<br />STRUCTURE
<br />1
<br />J. UFE JEWRIS KTX DOE
<br />PER SIX M-4 COMPONENT (D WrMV TRACk T
<br />OE 2 OF WANG
<br />71
<br />4� Min, LDWVW FOR COMPONII%rf 4D is TV.
<br />rLOWA
<br />IWLMO CODE (Wqh VSL*efty 0
<br />Ma. ANCHOR SPACING FOR COMPONENT 4DAMCMOR4GE AT BOTTOM IS OWN ON
<br />I'LlOw M
<br />GALVANIRD
<br />20 am STEEL Sim PANEL
<br />SOBEDULDE �& L &MEET 14.
<br />COMPONENT MAY BE PERMANENT OR WAWAWX
<br />s SEE DETAILS MR IINSTA"TlOk INTO wOOD FRAME PJLDNM ON SHErT 15
<br />t
<br />GLOBAL MOTEMON PRODUC75. LU
<br />w
<br />3334
<br />6 SEE SHIM 4 FOR MAL APPUCA&Z TO THE NECESSITY FOR THE WALLATION OF
<br />,NONE M)IM fft M4)00-=?
<br />SPACERS AT TBACXS 06VJIM ADJACENT AND MOND TO SftOCO/%IOOO WIDE.
<br />04
<br />MAXIMUM A.S.D. DESIGN PRIESSURE RATINQ (a.m.f.) AND CORREWONDI
<br />UMMUM PANEL LIENGTH 00 SCHMLIE
<br />tIaLiffi mv ipyin MurLm'It &tu mwmr�Armft AS Man tur,t-It vNiot I. It . .1
<br />M-
<br />Mo-t Er-
<br />a-.
<br />rJm. Um
<br />Ito
<br />r-lv OR um
<br />I 1pr
<br />VNIOUND
<br />I THIN) 6 a 7
<br />-IMLA -nA
<br />�71-r To lr-r M-
<br />2 ye
<br />.4" -41A
<br />W-e OR um
<br />3 */r
<br />I 11I to
<br />100110 Al 1/4111-10.11 Is. W~ a GIVIAP a N"mffi OF PR14L
<br />MAXIMUM A.&D. RE RATING 4p.s.f.) AND CORRESPONDING MAXIMUM ANC14OR
<br />SPACING SCREQUIE rQR REGULAR STWU PANIELS INSTALLATIONS
<br />INTO EXISTWO CONCRETE& COWACH WS
<br />WD ONLY FOR AAMELS(l)& Q MWMATIONS AS PER smnow I Twou 7. ON INSETS 4 a III
<br />AS&
<br />OEM
<br />PREPSUM
<br />"ww MICRON W.Cos ON ILOL - 3 I/r -
<br />APPLICABLE To
<br />SECY04 If &
<br />MIN, mmkow.
<br />OF INEW
<br />=.Lpn
<br />OF 100-opp
<br />oftx�
<br />P*OANN romms a
<br />momm Pus
<br />m mocarn
<br />to
<br />cow
<br />10 0mg:mm
<br />10
<br />10 Commit
<br />To
<br />Commom
<br />SLI
<br />10 ODOM"
<br />TO
<br />In WJCWR
<br />Be
<br />QUICK
<br />r
<br />MIA
<br />N/A
<br />WA
<br />47
<br />WA
<br />Rm
<br />Imn
<br />r
<br />r
<br />WA
<br />W/A
<br />Ir
<br />or
<br />9*
<br />I (surrob"
<br />H/A
<br />N/A
<br />M/A
<br />w
<br />W/A
<br />r
<br />"A
<br />r
<br />MA
<br />or
<br />WA
<br />*A
<br />MIA
<br />r
<br />WA
<br />1.
<br />WA
<br />Or
<br />"Al
<br />a morw
<br />.35A -7"
<br />r
<br />WA
<br />AVA
<br />WA
<br />Ir
<br />"/A
<br />r
<br />N/A
<br />r
<br />MIA
<br />3 k 4 POP)
<br />r-W 0. Lm
<br />0 LESS
<br />r
<br />w
<br />WA
<br />m/A
<br />1.
<br />or
<br />r
<br />Ir
<br />r
<br />300
<br />Ir
<br />WA
<br />N/A
<br />N/A
<br />Ir
<br />N/A
<br />a,
<br />"A
<br />S*
<br />MIA
<br />7
<br />r
<br />-
<br />1.
<br />-
<br />WA
<br />--to
<br />WA
<br />r
<br />r
<br />IF
<br />r
<br />61
<br />4 a 7 Owrw
<br />./A
<br />N/A
<br />It I�
<br />1/..
<br />12 1
<br />t/4*
<br />8 ?/-'
<br />a 1/..
<br />0 1/.1
<br />61/4-
<br />5 (rop/murrom)
<br />$III "M to a I I Full AMCWQM Im a woon me "V"MW oft wm mm
<br />,=I= NO ED LOS
<br />=N a== 91FOAX WARE =&*k
<br />0=0=l UAMO
<br />*9 FOLLOWING WNW FOR THIS OPOWD, woom moum vwm a" co�OAS BY
<br />VOW ! TC�K "ORM rM AT OVAPO LOO PAM
<br />SWILL WON BE LESS twom WON LIXIM11,
<br />foomm "M
<br />wpm
<br />0 UP-W
<br />sma�
<br />m mom own w
<br />1
<br />1
<br />3
<br />1
<br />1 qj 3
<br />*14N.SwIa
<br />3
<br />1 sq,
<br />ILLWO
<br />3
<br />a IA
<br />ABBILM ImmE
<br />INNER
<br />ul. s1r Um elm
<br />M..
<br />,of
<br />to
<br />WITH I
<br />to am
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDWO WITH A.S.O. DESIGN LOADS
<br />IJP 10 +55.5. -71LO PSF AND PANEL's LENGTH UP TO 8'-$'
<br />2. FOR NEW WOOD FRAME CONSTRUCIIION; WOOD MEMBERS TO BE SOUTHERN
<br />PNE NO. 2. W/ SPECIFIC DENSITY OF OAS OR COUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLAT".
<br />STUX 0 EVERI
<br />PANEI
<br />INSTALLATION QUAILS FOR REGULAR PANELSnl
<br />INTO EXISTING WOOD STRUCTURES
<br />MMVL-"
<br />A
<br />ED$
<br />EQ
<br />ED
<br />ED
<br />ED[
<br />3
<br />E�
<br />I 'i,jill
<br />ALTERMTNE
<br />JW
<br />ALIERNAM f;
<br />VALE 3/8-1-
<br />AE 31L,
<br />SC
<br />ON SHIST 4
<br />"Epa'"" movmlm
<br />TO SLOW
<br />J-1
<br />ED'
<br />j
<br />Ow
<br />4
<br />1^ 11
<br />I
<br />AXE
<br />ALTERNAM 4W
<br />M`M`
<br />WALK 3/6-1-
<br />AMU=
<br />GoOmm a
<br />ACTIE SHUTTER off
<br />WON IN
<br />VASTY
<br />SlUDS 0 EVERY -
<br />OVERLAP
<br />0. C.)
<br />PAMEX-
<br />(ONSE 1)
<br />an
<br />"-WTMOR PANEL '--M PAIMEL'
<br />31Z
<br />fop Mw,. 6�1 Ll
<br />ANCHOR AMC"CMt
<br />OR &"M SPACING
<br />OR DOW mom
<br />.-r Lw,..
<br />WAUM MOUN71MG INVAUMON
<br />DETAIL I (MPUCABLIE TO SCHEDWE I
<br />.31le - r
<br />SmL
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING IEDULE AT(& FOR
<br />INSTALLATIONS 114TO CONCRETE & CONCRETE W=K STRUCTURES
<br />- - I
<br />NONNI
<br />mill-,
<br />111111
<br />1111111
<br />M%Xmm Ala
<br />Dam
<br />PRESWAW
<br />wood, LI-ri
<br />WPM
<br />Or PP-M
<br />COX-P,
<br />PANDAin Food 0
<br />P*4xwjt Fm
<br />APmUQMRjr to
<br />swnwa 0 a
<br />Commmom
<br />w ym
<br />%MQM&W PAM
<br />L"m *v 00
<br />I
<br />CONCRETE
<br />- SO
<br />I I Irl
<br />IBM
<br />To
<br />MONTE
<br />SWOK
<br />To
<br />=OW
<br />v
<br />TO
<br />c
<br />"AE'Dowleml
<br />@I= -
<br />+55.0. -72.0
<br />a'
<br />N /A
<br />MIA
<br />S*
<br />WA
<br />6'
<br />M/A
<br />6,
<br />M/A
<br />51-0* all Lcm
<br />1.
<br />1.
<br />r
<br />2,
<br />1.
<br />9,
<br />0.
<br />r
<br />NA
<br />NA
<br />r
<br />WA
<br />I-
<br />MIA
<br />NIA
<br />r-r
<br />a.
<br />7 lIr
<br />1.
<br />"
<br />I mm"M)
<br />-55.0 -72A
<br />I
<br />A
<br />!!.�
<br />�'7
<br />�A
<br />!.
<br />!.�A
<br />At Z)+
<br />7*-G' TO W-r
<br />i_
<br />WAOlAwso,
<br />Co.
<br />PROM
<br />Blow ("ll
<br />m, Dow a w w no
<br />Log?!!
<br />owitmoriftmoupormw
<br />To
<br />OF TAU
<br />449.2 -41.3
<br />3- r
<br />41/2- 4 llr
<br />2 WTTOM)
<br />r-r OR Ums
<br />452.8 -04.0
<br />3- 3.
<br />4. e
<br />2 (WITOM)
<br />71-6- OR LMS
<br />+551 -7Lc
<br />2 1/2" 2 1/2*
<br />4 3 1/
<br />a (IoTrOM)
<br />r-@' OR LESS
<br />:],11.1
<br />2
<br />I.M.
<br />N`/A
<br />S'
<br />r r TO
<br />LOCATIOM
<br />AT DO PANEL
<br />/4' �i, SEE 'ji SEE fMTE3OOR PAWL DO PANEI
<br />Y SCHEDULE + SO4WME
<br />-/
<br />(@� I"=
<br />OR SPACIMA SPACING
<br />DETAIL 2 nMR MOUnNG INSTALLATION (APPUCABLE TO SCHEDULIE 2)
<br />SCAM 3/ir - I'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDI
<br />MAXIMUM PANEL LENGTH "`LM SCHEDULE
<br />.7-c
<br />Moov.
<br />1
<br />No.
<br />six
<br />299 sm Is FOR mmm YORE 0 ORCM MR ontumms "m no FNW IMILDIMS.
<br />MMIMW MMC"OM VACON AM MINIMUM CODE OWANCE AN 01000010 ON THIS GOPION&L MR
<br />Ea. LESS THAI MOSCOW ON SCHORILE MM ANCHOR SPKCV4 AN PALTIPLIVIS SPACING
<br />ONO*" ON SCHEDULE 0 THE "XLDM FACTORS. POR INS OPOWPOIN 10 BE POSMKL
<br />"CUM QKM= Low FACTOR SMALL NOT OR LOS Imm" Wo" WACO
<br />WNVRXMUCN
<br />IMOCARO mom TYPE fz $AMM MINIM
<br />�"M
<br />-i/!!P �
<br />- !-Ait-
<br />-
<br />swcom
<br />cr��-
<br />]a
<br />w WPM WNW fhj
<br />3
<br />a
<br />A
<br />3
<br />2,/l
<br />'-.=
<br />3
<br />s
<br />a
<br />1
<br />3
<br />m t w
<br />3
<br />3
<br />3,/z
<br />3 t/l
<br />4
<br />Imm as "BE IMM
<br />Now
<br />'m
<br />'*
<br />-A-i/r- - -
<br />-1
<br />-
<br />_- --
<br />r
<br />lao
<br />li-.i-
<br />�lw
<br />No.44157 1
<br />(IIALID ONLY FOR PANELS 06 0 0411TALLATIONS AS PIER SICTIONS I THINK) 10, ON SINITS 4� 111 6)
<br />MNQ%m
<br />MAGIAN NXMM WACMO FOR ILA - 3 I1r
<br />ALILD, On"
<br />UP=
<br />OF TAP -ORS
<br />014.11-Iff
<br />rweLlim Fowl 0
<br />mmiumm PLUS
<br />I" SET
<br />APPLICAM To
<br />UCTIONS f a
<br />MAXWOM Poft
<br />polsom
<br />mw
<br />(P.L)
<br />TO DISCRETE
<br />To
<br />@LOOK
<br />TO COKOM
<br />TO
<br />comewt
<br />BLOCK
<br />TO co"CRIT!
<br />W&M
<br />ALOOK
<br />To M4mm
<br />-
<br />To
<br />CONCRETE
<br />@LOOK
<br />To CONCRETE
<br />To
<br />KM
<br />to coo�
<br />TO
<br />OVA"
<br />Aw mmvsm
<br />or goo
<br />wom ow
<br />N/A
<br />N/A
<br />N/A
<br />MIA
<br />M/A
<br />r
<br />N/A
<br />IN/A
<br />N/A
<br />I (lop)
<br />1.
<br />4.
<br />W/A
<br />N/A
<br />1.
<br />N/A
<br />M/A
<br />I MOTION)
<br />6.
<br />%/A
<br />WA
<br />N/A
<br />1.
<br />MIA
<br />1.
<br />N/A
<br />I.
<br />N/A
<br />N/A
<br />%/A
<br />2 (TOP)
<br />W/A
<br />N/A
<br />a-
<br />N/A
<br />'. -
<br />-
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />2 (Wnm)
<br />+56A -nD
<br />MIA
<br />N/A
<br />N/A
<br />0.
<br />"/A
<br />61
<br />N/A
<br />MIA
<br />IN/A
<br />N/A
<br />3 111 4 (TOP)
<br />>r-jr TO W-e
<br />OR LESS
<br />-,
<br />'.
<br />N/A
<br />N/A
<br />1.
<br />1.
<br />1.
<br />1.
<br />1.
<br />-
<br />1.
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />N/A
<br />-
<br />III/A
<br />MIA
<br />1.
<br />N/A
<br />61
<br />N/A
<br />1.
<br />"A
<br />N/A
<br />M/A
<br />4.
<br />WA
<br />N/A
<br />8. -
<br />1.
<br />r
<br />1.
<br />I
<br />1.
<br />1.
<br />N/A
<br />N/lk
<br />4 At 7 (BOTMT )M)
<br />W/A
<br />N/A
<br />12 1/2"
<br />-
<br />1 6 1/4*
<br />12 1/2'
<br />0 t/4-
<br />a 1/4.
<br />a 1/4*
<br />1 6 1/4"
<br />6
<br />A
<br />(TOPAKMOM)
<br />IMO. -W3
<br />W/A
<br />N/A
<br />12 1/2-
<br />6 1/4-
<br />12 1/2-
<br />4 1/*-
<br />6 1/4'
<br />6 1/4*
<br />1/4,
<br />N/A
<br />N/A
<br />I (TOP/parm)
<br />-8, To I I,-,r
<br />+55A -72.0
<br />N/A
<br />M/A
<br />6 1/4'
<br />M/A
<br />-
<br />0 1/4
<br />N/A
<br />51/4-
<br />6 1/4-
<br />0 1/4'
<br />6 1/4-
<br />M/A
<br />N/A
<br />6 VW/BDTTOM)
<br />'--W TO ll'-2'
<br />N/A
<br />N/A
<br />N/A
<br />W/A
<br />N/A
<br />M/A
<br />N/A
<br />N/A
<br />0 1/4
<br />6 1/4
<br />6 1/4
<br />1 1/4
<br />S. 9. 10 (TOP)
<br />+43JL -48.0
<br />Ir
<br />41
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />M/A
<br />4.
<br />1.
<br />a 1/4-
<br />5 1/4-
<br />a (BOTTOM)
<br />12'-4'
<br />ORLESS
<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 />0 (BOTTOM)
<br />ON LOS
<br />W/A
<br />/A
<br />./.A
<br />N/A
<br />N/A
<br />N/-
<br />"/A
<br />M/A
<br />0 1/4'
<br />6 1/4- 1
<br />a I le
<br />1 1/4'
<br />10 *"TOM)
<br />SIR *U% 10. 11 AM It fOM MOCK "M III SPACING FOR OWWUA104 WW =0 MINE SULNM
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<br />SHEET NO.
<br />SH 1 . 1
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