|
WALL AND FLQQR MQUNTING INSTALLATION FOR
<br />ADMIX m
<br />x
<br />KMAM.
<br />um
<br />L
<br />WXLKW
<br />F T-
<br />2 1 py Im mm
<br />14N 1OWN ft.
<br />OF WL .11/1' C IF. voam V_
<br />2tv
<br />AIM 0.
<br />4 2;,MIN,
<br />A I �1- 1 69
<br />I"
<br />SHOM a 4 03
<br />% "99,
<br />MAI MULLION SCHEDULE
<br />W-10" TO V-0, 2' . S' � 1/8'
<br />"I M" ft�72P.0.111 ma5ull, 11111"G
<br />;Ah wl �_� ALZ ORENTED
<br />%M,j
<br />NO2- MU STM PANELS ON MP
<br />M Top OR wmm OF Qpo".
<br />to flarrom)
<br />BUILD-41UT MOUMN
<br />NSTALLATION
<br />WALL WOU
<br />11MALLATM - ALTERNAIM 2W
<br />so". 1/0 . 1*
<br />4. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.SD. DESIGN LOADS
<br />UP TO +!��5. -72.0 psk AND PANEL'S LENGTH UP TO W-8",
<br />2. FOR NEW WOOD FRAME CONSTRUCWN� WOOD MEMBERS TO BE SOUTHERN
<br />PINE 140, 2, W1 SPECIFIC OENS"Y OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTAUATION.
<br />iPOR
<br />COMORM AwHm
<br />(SIX ScHmts Cw--\
<br />SHM 1*)
<br />Poum comutm
<br />mv,
<br />- vm4L-k��_
<br />-1
<br />YX
<br />cc mow'm
<br />411 4,-; P/ /q
<br />CONCRETE
<br />III MIN-,
<br />pm
<br />OLL MOUNTOW LMST WALL AN[D FILAR MIDUNIMAJOVAUAM
<br />=_umQ&A SCALE, 3/8-. r SEC710M 2 Sc"t 3/r - 1*
<br />1. LIFE SAFETY STOW PANEL BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERIM PANEL tANY PANIEL LOCATION IN BETIVEEN END PANELS).
<br />UFE SAFETY PANELS MAY OR MAY NOT DE WALLED AD44CM TO REGULAR PANELS
<br />(W� OR W/O REG" TRACKS.)
<br />k LIFE PANEL CDNMSTS OF M;O39* GALVANIZED STEEL STORM PANEL AS
<br />PER ENT . SHEET 2 OF DRAWING.
<br />EPAN-ELM
<br />THIS ITSELF To BE REMOVED OR INSTALLED FROM THE 1141DE OF
<br />STRUCTURE
<br />J. WE to
<br />L J�PTJE�V %�ONENT(D A 807MU TRACK
<br />%X;nTO
<br />IS
<br />COUPONENTODMAY BE INSTALLED WALL OR n.00R MOUNTED FOUDWING Smoa I
<br />ICY
<br />2 ON THIS SREET, AS WELL AS DETAJLS I & I ON SWEET 14.
<br />4n�
<br />A
<br />4� w. LowN FOR oDupoww QD IS 1.51.
<br />Mo.. ANCHOR SPACING FOR COMPONENT 4DANCHORAGE AT BOTTOM IS GfvEN ON
<br />.g
<br />SCHEOULM 1& 2. SHMT 14.
<br />COMPONENT MAY BE PERMANENT OR REWWASUL
<br />ATE
<br />S
<br />5 SEE DETAILS FOR WA14ATION INTO WOO FRANC BUILDINGS ON SHEET 15.
<br />V� SEE SHEET 4 FOR MAIL APPLICAM TO THE NECESSITY FOR T4E INSTALIATiON Of
<br />SPACM AT TRACKS WALLED AbAACW AND SEYONO TO SRXVO/WOOO a4W.
<br />lVA[Jft MY FM PANFISfi-I& nA INSTALIATKINg AS PM SECTIONS I THRU TO. ON SHEETS 4, S & 91
<br />".X,=x
<br />CEILING & FU)OR WALL & nme MOMFIN
<br />2WALLATIMIN - ALTEMME IH9AUAn=_ ALTERNATM V
<br />(SECTION AT TOP IS UNITED TO +ft5-67.9 MAX, WAL, 1/4'
<br />A�" DESIGN PRESSU� RATING)
<br />SCAM 1/4'
<br />r1mg woumma
<br />WSra"=N - SLM AAW
<br />WALL. I/V - r
<br />"Lomwn AM
<br />LJONA 2/4. 20, 3/4 4/4 1*'. 2.4 �w/ls 1111ol, & 1w/15
<br />ALTO""'m LocATm L
<br />AM W/NO m wary PANELS
<br />OR LIFE SWETY pma
<br />uur4N Of LFE (SEE NOTE I KLOW)
<br />L. RM" PMELS W/ OR
<br />SAFETY p%NFL
<br />W/o MULAR TRACKS
<br />(SEE NOTE I
<br />Savo) IOP%r
<br />ORTION #1 FOR LIIEE S6 EETY
<br />X ORM O=AS
<br />"m W 2 mr,
<br />STOR TO =9=2A I wtom
<br />AM &K I
<br />PANEL (3) 0A
<br />TO ft VISIA110 00 R8^'W FFKIM IMM
<br />ELEYABON
<br />OF 511t)OTURE.
<br />114" V-
<br />z-;N 4 N e--7A=,4 I-e-1-
<br />_NT
<br />crl�
<br />AVOW
<br />T
<br />Sm mm 1)
<br />SECTION 9-0
<br />SCALE 3/32'-1*
<br />MOMUM
<br />AMS& DESIGN PRESSURE RATINQ (pjjj AND CORRESEQN
<br />MAXIMUM PANEL LENM *0 SCHEDULE
<br />Owy FOR & caq AS PM SECIONE I VKRU 10, ON 4, 5 * 6)
<br />-w-r-,f aa. r-01 &=
<br />THIM
<br />-"A -72.0 r-v OR Los 21/4� Ufaum
<br />i TMU a A I
<br />.SSA -7" '71-e To r-r V_ 2 3jr wimim
<br />I THRU a It 7
<br />+55JD. -n* 18'-Ir TO U- I 11r 'T 04�
<br />0
<br />+-;%A _4u lr�l OR LEM 31/2'
<br />lk I & 10
<br />- WTM */ 1100-2tkl'St " *,WPOW At WIXAP * MOLVAM CF PANM
<br />DMON FIRMURE WING ("Sfj� AkO CORKSPONDING
<br />um cwm
<br />VACHN
<br />SOMULE EQR RMA S=m FA ja) & Q IN
<br />INIQ LYJSTING CONCREEE it 2QHQ= JUCK MUCIURES
<br />WIO OWY FOR PMMSO* Q 0WAIJAIM AS M SWTIOMS I THRU 7. ON SWEETS 4 & 6)
<br />ASb
<br />MWOM OWAK VA614 FOR EA . 3 j1r
<br />APPOCAKE 10
<br />MON wom
<br />CF MV-4" "X_m Pho"Mm 0 pAmumm p"
<br />Secrycoff # & MAXIMUM PANIX
<br />Prissm To
<br />To Ta TO
<br />- C%mx4xw LDM V (IL)
<br />coegm
<br />qv=
<br />to cow= commor To OwcwE cmatm 70 tewcAm TO Ommn ommw
<br />PLOC. ON= IAZ
<br />OF ftgM
<br />#1A
<br />R/A N/A a, */A
<br />NA
<br />clon
<br />X/A N/A w, 4r
<br />a.
<br />I (BOTM4
<br />"A
<br />X/A v 6114 e #VA r
<br />0
<br />2 a4p)
<br />IF WA
<br />M/A K/A a, #jA r N/A r
<br />VA
<br />2 MM140
<br />a,
<br />W. w. r $VA r N/4 e
<br />II/A
<br />3 & 4 frol i
<br />IV
<br />WX N/A r IF le v
<br />r
<br />e JI/A
<br />IV, IV,
<br />WA VA or Rd
<br />7 -7L�
<br />12
<br />St WaM VO I I FW AilDiCk" T� SPAM M VNIALAMIS WIO WOO FOW
<br />;=
<br />WMM ANtNW SPAOM25 AND MINIM WIX OWMM AW IMIMM ON THS SOMAL LW
<br />TIM w"mm m wmu SIMLameft Smm" a
<br />=a
<br />W FW&A*Q FKMORS MR w a nzs==o %A" FA"
<br />O=
<br />9%LL NOT K LOS T� VOMM SPMXC AWbOM FOR MOR A0400 TPE AT ANNM U=�U
<br />T/Wit TAII 1_1/4,
<br />1/4". slit
<br />%oo" Pow
<br />Am- won 3 3 3
<br />3 /1,
<br />3 3 2;
<br />3 1/2
<br />f-LORIDA BUILDING CODE (Nigh V*Iowdty H
<br />can* Zonv)l
<br />V2 3,A,
<br />31/2
<br />ND. 7 % 1
<br />am num W_
<br />aft LL Om =NNW 111111:1011
<br />20 WE GALVANVED STEEL STM PAVEILa
<br />1p�
<br />[416
<br />-7 f
<br />MIS 7, 0,
<br />0-oi
<br />OL089 PROTECTM PRODUM. LLc.
<br />/ TILMIC 0 4w S.W. 51 w4m
<br />I'm (0m)aw-am
<br />20-176
<br />4 OF a
<br />3"XM FOR SISMLOVA Wro WOW rom auwu%
<br />A.Z
<br />SAW
<br />THM %=MO ON SOMPIS AMAX AOOM '" Vr
<br />THE FOLLOWN0 FACTO%� FOR T14S MMM TO BE POSSMS RMUCM 1IWOM OVAIAW VP4 fWfOR
<br />SOIL NOT BE LIESS THAW MWMUM VACM 41=000 MR E411 ANCMR TYPE AT K4c*M aWa
<br />__
<br />41111o" Tot
<br />WMIAM pool"umleat
<br />-=am
<br />0. NCHOR vmw coo 2 3 3 !3 1
<br />3 J 3 3112
<br />3 3,p 31/2 3,/1
<br />m am F AC 1 0 0
<br />WJMM MOM 9*0114 FOR LIL - 3 11r
<br />Asa DESION "KIN OF TAP-MW *"-a PANDAIIE "VALE ID PANaIWE PtUS 9" w amm 0 MAXIVUSI PANEL
<br />NIESSUW To To I To TO TO To Aw wmwlmk Lemm V w
<br />%kT*& ITO 004ORM COWXM To OONMT CaliMM To CONOXMI COMM TO C014MM OWCOM TO CDNMM CONWM To MOVIE comeRm OF THU
<br />BLOCK WOCK a"= RL" BL= BLOCK
<br />V N/A N/A N/A 6' NIAL 1. N/A 6, N/A N/A N/A I (top)
<br />jI. 4- N/A N/A S. r 1. 1. 1!11 r MIA NIA 1 (BOTTOM)
<br />N/A N/A N/A fi/A H/A N/A N/A N/A 2 (TOP)
<br />kr WA j N/A N/A N/A N/A N/A N/A N/A 2 (BOTTOM)
<br />#_55.5. _724 S* NIA N/A N/A 6* N/A N/A NIA N/A N/A 3 & 4 (TOP) �-I`-5'70 W-r
<br />OR LESS 6. 4* NIA. N/A r Ar 61 NIA N/A 3 (BOTTOM)
<br />er N/A "/A 14/A r N/A N/A NIX X/A NIA 7 CrOP)
<br />01 47 N/A N/A 11. 61 WA N/A 4 & 7 (BOTTOM)
<br />N/A N/A 12 11r 6 1/4- 112 1/2' 6 1/4- 0 1/4- 6 1/4- 6 1/4' a I/e N/'k M/A 5 (tOP/807`rOM)
<br />+50.0, -W.3 NIA N/A 12 1/2' 6 1/4- 12 1/2- 4 1/*- 5 1/4* 6 1/4- 6 1/4' 6 11C VA R/A 6 CrOP/BarT0M) >e'-&* TO IV-2'
<br />455.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4- 141A 5 Ile 6 1/4- 6 1/4- 6 1/47 N/A N/A 6 (TOP/801709) �4-r To IV-2,
<br />4A N/A N/A N/A NIA N/A 6 1/4- 6 1/4' e ile 5 1/4' 5, 9. 10 (TOP)
<br />44346 4* N/A N/A N/A N/A N/A N/A 1. r 6 J/4' i
<br />N
<br />OR L
<br />Ir 4�' N/A MIA NIA, N/A N/A N/A 8- A- 6 1/4- t
<br />1'7;�A N/A N/A N/A K411A NAA N/A
<br />WJMM MOM 9*0114 FOR LIL - 3 11r
<br />Asa DESION "KIN OF TAP-MW *"-a PANDAIIE "VALE ID PANaIWE PtUS 9" w amm 0 MAXIVUSI PANEL
<br />NIESSUW To To I To TO TO To Aw wmwlmk Lemm V w
<br />%kT*& ITO 004ORM COWXM To OONMT CaliMM To CONOXMI COMM TO C014MM OWCOM TO CDNMM CONWM To MOVIE comeRm OF THU
<br />BLOCK WOCK a"= RL" BL= BLOCK
<br />V N/A N/A N/A 6' NIAL 1. N/A 6, N/A N/A N/A I (top)
<br />jI. 4- N/A N/A S. r 1. 1. 1!11 r MIA NIA 1 (BOTTOM)
<br />N/A N/A N/A fi/A H/A N/A N/A N/A 2 (TOP)
<br />kr WA j N/A N/A N/A N/A N/A N/A N/A 2 (BOTTOM)
<br />#_55.5. _724 S* NIA N/A N/A 6* N/A N/A NIA N/A N/A 3 & 4 (TOP) �-I`-5'70 W-r
<br />OR LESS 6. 4* NIA. N/A r Ar 61 NIA N/A 3 (BOTTOM)
<br />er N/A "/A 14/A r N/A N/A NIX X/A NIA 7 CrOP)
<br />01 47 N/A N/A 11. 61 WA N/A 4 & 7 (BOTTOM)
<br />N/A N/A 12 11r 6 1/4- 112 1/2' 6 1/4- 0 1/4- 6 1/4- 6 1/4' a I/e N/'k M/A 5 (tOP/807`rOM)
<br />+50.0, -W.3 NIA N/A 12 1/2' 6 1/4- 12 1/2- 4 1/*- 5 1/4* 6 1/4- 6 1/4' 6 11C VA R/A 6 CrOP/BarT0M) >e'-&* TO IV-2'
<br />455.0, -72.0 N/A N/A 6 1/4' N/A 6 1/4- 141A 5 Ile 6 1/4- 6 1/4- 6 1/47 N/A N/A 6 (TOP/801709) �4-r To IV-2,
<br />4A N/A N/A N/A NIA N/A 6 1/4- 6 1/4' e ile 5 1/4' 5, 9. 10 (TOP)
<br />44346 4* N/A N/A N/A N/A N/A N/A 1. r 6 J/4' i
<br />N
<br />OR L
<br />Ir 4�' N/A MIA NIA, N/A N/A N/A 8- A- 6 1/4- t
<br />1'7;�A N/A N/A N/A K411A NAA N/A
<br />TO
<br />I
<br />WF
<br />F-
<br />L_
<br />I 5/r LOW SKM am";
<br />11002- SA W& 0 6 1/4- O.0
<br />FOR PV*a 1.94"S 10 TO 5 -0 AM 0
<br />Ile Ot, fop UINGTW LIP TO V__r W_
<br />00 111-10 Mftl� 10"I ID 10
<br />mFip_L.u5* li&.-II.�-C I
<br />ALL LOW" UP TO JV-r V
<br />DIRECT #Zjt=9 1"QU910N
<br />HIM-
<br />1, INSTALLATIONS ARE ONLY VAUP FOR BUILDINGS WTH XS.0� DES" WADS
<br />UP 70 +55.6, -7ZO PSF AND PANWS LENWH UP TO W-fr.
<br />Z. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I
<br />TOP & BOTTOM MOUNDMIS CAN BE
<br />COMBINED IN ANY WAY TO SUrr ANY
<br />UAMM ASA OF FAKDAVE MAME 0 -a WAVMW PANO.
<br />Dowl
<br />"OSSIM To To TO I To comewoom Loam v N
<br />01� 00"'MM bOW0RMjW= =MM OF nIN
<br />RUM f-ra am BLOM 01
<br />I r I !�A N/A N/A V N/A S- WA 1. N/A I & 2 otp)
<br />+55,0. -ml o 1 7 9. 1 (BOTTOM)
<br />+65.0 -7Z S' X/A N/A N/A 6' N/A 9' 7/7 0' W/A. 2 �V_01 TO 71-r
<br />S.
<br />11; Z� 9- 4" 7 Vr ii,
<br />S' I N/A WAL */A Ir A, N/A,
<br />+55.0 _740 _S
<br />r+', � To
<br />0
<br />wigh" mm TMO
<br />ot"m & MA)GMUMVPA11.
<br />fftals;w 0
<br />KOM (kIJ Down CoNcom comcrm wt9w1m OF THEM
<br />+492 -61.5 3. 3* 4 1/2' 4 1/2'
<br />2 (BOTTOM) 7�-V OR LESS
<br />+52,8 -04.0 4. 47 2 (BOTTOM) 7--b- OR LESS
<br />+5" -72-0 2 I/r 2 1/2" 4 3 1/2- 2 (WITOM) 7-6- OR ag-
<br />+55.0 -72.D 2 1/2� 2 1/2' N/A 2 (OOTTOM) >7'-r,' TO g'-O'
<br />1+55.0 -7ZO 1 N/A __N/A
<br />113101WAMWO 411WISIN1101, 411111w il
<br />'R211
<br />____ Z& - _11foUNCT"I
<br />I f IN I ! I I I ! w2K-N 119 #1 *1 ICU m . ;I *�,-T j A TN WNW T " I V Z, I xv,1*1 RR
<br />r _ - I -
<br />SIX SMT IS FOR MOOM TOE ft --PACRW FW INStA."M INTO WOO MNA NUtWiM
<br />UMWW NOM WAMM *M MMMM E= OSTPOWE AAr NOMM ON THS SCInMi, FOI?
<br />EM. L13S n" M"M ON SMWDLU RIMUCE ANOW VACM Ift MAJVLy" $PAOW
<br />Opmaco ya K POSSOLE
<br />'Acro= MR "
<br />NOT at LESS 1"m "um wAcm
<br />"wx"m MR ow ""m Tym or Aiatft dmlb�
<br />Allow Tm /4'. /4'. V4'. 1/4".
<br />vpm W"dw 10 04"
<br />Mk MHO wocw w 3 3 1 3 2 1/t
<br />omwo A jt�L a 4
<br />Amim ta "K omvo loom
<br />u� 3 'Ir
<br />tODE
<br />am
<br />1. INSTALLATIONS FOR ALTERNIATIVES
<br />BUILDINGS W" A.SD. DESIGN LOA
<br />PANWS LENGTH UPTO 12 1 -4*
<br />2. FOR NEW WOW FRAME CONSIXIC
<br />PINC 140. 2, W/ SPECIFIC DENSITY
<br />NOX FOR COMBINATION OF SECIM
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />9W,& 1OW ONLY "D FOR
<br />OPID +43,11, --"J) 04J� AND
<br />4, WOW MEMBERS TO BE SOUTHERN
<br />tL55 OR EOUAI.
<br />- ki
<br />Sa ScHwm
<br />ON Ulm 4
<br />MR *%,
<br />wwrm
<br />TO CLAM
<br />INSTALLA119N DUAILS FOR _9RT10N & F_QR LIFE SAMY STORM PANEL 5=M
<br />IN EXISTIFf1b, W90D SMUMURES
<br />j AMNATIVE
<br />ED
<br />L
<br />Ammom
<br />ALTERNATNE
<br />� 11 1. � I � .. Id. 1,41 �11 L; l�L 11 1 1 IL t Ill I I � � ' L .11 � I I I fi FV 7 1 1 1[] - I I _F__ __ - - - _F__ - - -1 __ - __ ---T--- TF I
<br />Nsm
<br />*Jis' 1.311jlimr,07.7.1 11 IN I(Cl'] I III I R �--1 V a
<br />WALL MQUNTING INSrALLAIJON
<br />ALTERNADVE I
<br />$M%M
<br />1. MIALLKnONS AW COLN V" FN KM"= VH "M OMON EMOS W 70
<br />+Ms. -1n;o W NO PANELS LOXITH UP TO Ir-Mr.
<br />x "0" r7/ M!"E"WOMF To K
<br />40.
<br />$=0 IF 44� W/ 1 112"
<br />powmift OR
<br />-'1'14 sun"m ,
<br />1/4-0-20 FAWLMKM FEMALE 10 00 ALTERNATIVE W900 ERAME COND1119HS A; ANCHOR LQCATION
<br />MOM ; SHUITO WIAOM 007 SHOW fW CLAVTY
<br />c-
<br />-co
<br />>
<br />0
<br />o 2
<br />cn
<br />-cu
<br />0-0-0
<br />0 21
<br />0 Li-
<br />0 M 0 >
<br />E 0 2
<br />L_
<br />cn "o
<br />co
<br />U)
<br />z
<br />z
<br />w
<br />mi
<br />cw13 0
<br />c%j
<br />CY3
<br />C%J V LAJ
<br />C3
<br />cc C_.)
<br />Lt. cL.
<br />ca C=
<br />C-4
<br />c,
<br />T
<br />Co
<br />cn
<br />CD (D
<br />i C/)
<br />0
<br />L_
<br />CL
<br />0
<br />0
<br />4= cf)
<br />m
<br />cn
<br />ui
<br />z
<br />z
<br />SHEET NO.
<br />SH 1 , 1
<br />4%. muum "Foulm &III.
<br />Sm (a) nm MU=m
<br />4 4 - -01
<br />> * �_a . To V_a* 2'. 4"
<br />5,-r TO if-io,
<br />TOP & BOTTOM MOUNDMIS CAN BE
<br />COMBINED IN ANY WAY TO SUrr ANY
<br />UAMM ASA OF FAKDAVE MAME 0 -a WAVMW PANO.
<br />Dowl
<br />"OSSIM To To TO I To comewoom Loam v N
<br />01� 00"'MM bOW0RMjW= =MM OF nIN
<br />RUM f-ra am BLOM 01
<br />I r I !�A N/A N/A V N/A S- WA 1. N/A I & 2 otp)
<br />+55,0. -ml o 1 7 9. 1 (BOTTOM)
<br />+65.0 -7Z S' X/A N/A N/A 6' N/A 9' 7/7 0' W/A. 2 �V_01 TO 71-r
<br />S.
<br />11; Z� 9- 4" 7 Vr ii,
<br />S' I N/A WAL */A Ir A, N/A,
<br />+55.0 _740 _S
<br />r+', � To
<br />0
<br />wigh" mm TMO
<br />ot"m & MA)GMUMVPA11.
<br />fftals;w 0
<br />KOM (kIJ Down CoNcom comcrm wt9w1m OF THEM
<br />+492 -61.5 3. 3* 4 1/2' 4 1/2'
<br />2 (BOTTOM) 7�-V OR LESS
<br />+52,8 -04.0 4. 47 2 (BOTTOM) 7--b- OR LESS
<br />+5" -72-0 2 I/r 2 1/2" 4 3 1/2- 2 (WITOM) 7-6- OR ag-
<br />+55.0 -72.D 2 1/2� 2 1/2' N/A 2 (OOTTOM) >7'-r,' TO g'-O'
<br />1+55.0 -7ZO 1 N/A __N/A
<br />113101WAMWO 411WISIN1101, 411111w il
<br />'R211
<br />____ Z& - _11foUNCT"I
<br />I f IN I ! I I I ! w2K-N 119 #1 *1 ICU m . ;I *�,-T j A TN WNW T " I V Z, I xv,1*1 RR
<br />r _ - I -
<br />SIX SMT IS FOR MOOM TOE ft --PACRW FW INStA."M INTO WOO MNA NUtWiM
<br />UMWW NOM WAMM *M MMMM E= OSTPOWE AAr NOMM ON THS SCInMi, FOI?
<br />EM. L13S n" M"M ON SMWDLU RIMUCE ANOW VACM Ift MAJVLy" $PAOW
<br />Opmaco ya K POSSOLE
<br />'Acro= MR "
<br />NOT at LESS 1"m "um wAcm
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<br />1. INSTALLATIONS FOR ALTERNIATIVES
<br />BUILDINGS W" A.SD. DESIGN LOA
<br />PANWS LENGTH UPTO 12 1 -4*
<br />2. FOR NEW WOW FRAME CONSIXIC
<br />PINC 140. 2, W/ SPECIFIC DENSITY
<br />NOX FOR COMBINATION OF SECIM
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />9W,& 1OW ONLY "D FOR
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<br />1. INSTALLATIONS FOR ALTERNIATIVES
<br />BUILDINGS W" A.SD. DESIGN LOA
<br />PANWS LENGTH UPTO 12 1 -4*
<br />2. FOR NEW WOW FRAME CONSIXIC
<br />PINC 140. 2, W/ SPECIFIC DENSITY
<br />NOX FOR COMBINATION OF SECIM
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<br />1. INSTALLATIONS FOR ALTERNIATIVES
<br />BUILDINGS W" A.SD. DESIGN LOA
<br />PANWS LENGTH UPTO 12 1 -4*
<br />2. FOR NEW WOW FRAME CONSIXIC
<br />PINC 140. 2, W/ SPECIFIC DENSITY
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<br />BUILDINGS W" A.SD. DESIGN LOA
<br />PANWS LENGTH UPTO 12 1 -4*
<br />2. FOR NEW WOW FRAME CONSIXIC
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