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<br />1
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<br />WALL AND FLOOR MOUNTING INSTALLATION FOR.'.
<br />_,. SPLIT PANELS ooaaa w a•EAa oN
<br />•T�■a'� CM.F.[ �Wmwffi
<br />'r A.
<br />mw a E \ r'rr
<br />MN. CA. S HAND am _ ..
<br />•1s sow , ���-_'� N44a1 • Is aR�lr w .e sap
<br />AIOI - son-M 4LV, V MY ul - . •wN
<br />a 1242"ON ma4M • - -
<br />i � \
<br />I
<br />�- Mary6%OIOOA
<br />�sinsxai r a< Y \I .. wo:,!c�a. \ \.
<br />SAM BLACK
<br />I( a�',IrnA1�NLs�LEW
<br />/�.4 C a m Yr 2 f ,a s�YO IS - � !- ;• L ' wWOO ww • em "Low fNm
<br />1r � •� 1
<br />IWAV
<br />,gES'j�{._Y-Y OI rµ .'1tL4'GIILL.P,ELEYATIQM
<br />SPACE I)r-t' '9WE 1N'••1''�iwuelNlO SONI 1 I
<br />Aim w,re'aaa
<br />Mw. L uum
<br />Maxon MIA,
<br />EPAM (FL) •
<br />TUBE MIAuON »
<br />41a•i
<br />NORMSsoon"
<br />wEa.fn
<br />a'rt'»rN x W"m
<br />as T
<br />E, ` ••,.,
<br />> r-a• To 3•-ar
<br />r. 4". +/r
<br />•m' •
<br />a r-Ir TO r-r
<br />r A r. 1/6'
<br />%% s.,ESmRE
<br />.PRhum
<br />SECTIMI i
<br />0 ppRR B0110M m 1HA M laP LOCAImJA7 TOP OR S0N10M PIDING.
<br />l•1E PANRL OPENaia W/ lUE R 60IT0Ap
<br />unT.L1.T1oN - ri,EOFA.T(vc tw
<br />SCAM 1/4' _ /'
<br />XULAINum
<br />rSTAu A TwE 2W
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.&O. DESIGN LOADS
<br />UP TO 455.5, -72.0 P,a,f. AND PANEL'S LENGTH UP TO 8'-B'.
<br />2. FOR NEw WOOD FRAME CONSTRUCTION: WOOD, MEMBERS 70 BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF OAS OR EQUAL
<br />NOTE FOR COIIBWMlm OF ['f1OS:
<br />TOP a BOTTOM MOUNTINGS CAN
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />wNoan 4N0Rws
<br />cm smem"
<br />malt 14)
<br />CONCRETE ANCHM
<br />NQ SCHAM at
<br />SAINT 14)
<br />FWJM wNaE+E
<br />I
<br />� �
<br />I
<br />i
<br />I
<br />I
<br />= f-aee acllmuE
<br />IFON
<br />I
<br />� so®uE
<br />I'ml au "°IMt
<br />snR • Ii t/3�oc
<br />solo
<br />aEi1 / r MA.
<br />�T. In4i
<br />eh' •le LONE
<br />toaTi :i I oe. ( , (a�i1+4
<br />aR. 4 L
<br />t riy
<br />I
<br />I
<br />I
<br />I
<br />�
<br />I
<br />COLIM9 t rum 11OUKT■ I WALL A FLOW MOUNT=
<br />MTA=TM - ALTf■LLTIVE AW 7, A�Tfows - AL_trwALINE fv
<br />( c"m a TOP is UWW TO 480.6-87,o MRS. sum Ile a I"
<br />ASA. It t I PURE RATING)
<br />qAn
<br />see • r4,/r .e )
<br />sums
<br />B w ..MI.
<br />AND, A,vo
<br />w assare.
<br />•ii,sM•R•
<br />rLaw Ilouili ■6
<br />DWALL►IM - S MIM uW
<br />WALL 1/4- » 1"
<br />S�
<br />..._�
<br />I'lli
<br />1 2/4 261/4, 3/4 a1 IV4 , 2, t
<br />.Q Aft" w/Iw LSE Sam FMNELS --I of WFE ISELOM i�
<br />Fa' I west. -- La REOIRM m No1E /ef1AW)
<br />""-- '---------_ WJo /1LT2AM 1RAaa
<br />EONCErt ANCHORS
<br />(Slr
<br />STET
<br />A
<br />CO"CWZ ANOwsCUM�---
<br />WALL MOUNT= INSTAL WALL AM IRM MdlNnNO NiSTALlAT1ON
<br />- SECTION I SOAIV 31r - 1• -SECTION 2 SCALE, 318• - 1•
<br />MOLES ON LEE SAFM •I„a,A P 'N•a±1'>• ,ATRN :
<br />F.. UR SAFETY STORM LOCKrCD AS AN 00 PANEL (FIRST OR LAST PANG)
<br />PFWEL.
<br />OR AS INTERIOR MY PMt1 UWAIM IN KnVEEN ENO PRNEL,SANEL
<br />UFE SAFETY PANELS MW OR AMY NOT BE KWUM ADAICENT TO R[GUUR P•WELS
<br />(SIN/ OR w/O EOIRM TRACKS.)
<br />2 LIFE SAFETYS1lQq�� PANEL CONSISTS O' MOM GALWAVO SIM STORM PANEL AS
<br />PER H:oYPpNl4TiLL0a5. SHEET 2 OF ORAWIG.
<br />THIS tNVlp. ITSELF ro BE REMOVED M aSfALLED FROM THE OOM OF
<br />STRUCTURE.
<br />3. LSE SAFETY PAN& REGUMEE TOP TRACK TO LIE CONPOMENT BOTTOM TRAM, ro
<br />BE A6 PER SHEET 2 OF TONS OMNING.
<br />IQ
<br />COLMONSSI! E aSTALLm aWll OR ►LAOR MOIR= FOLLOWING SECTIONS 1 a
<br />,••'
<br />2 ON n65 AS WEµ AS DETALs I a 2 ON SHEET 14.
<br />3;•,-' V
<br />* MMI. LENGTH FOR COMPOENI S IV.
<br />Na. WHOM SPACING FOR cmwwmf ®ANCHORAGE AT BORON S CNEN ON
<br />B
<br />SCHEDULES a 2. SHEET 14.�,
<br />COIIPOt1E11T� MAY BE PERMANENT OR MEMORABLE.
<br />S. SEE OEULS FOR OWALLA/GN INTO Woos FRAME gUuo 5 am SHEET IS.
<br />8 SEE SHEET ► FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE WALLAIM O
<br />SPACES AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCC0/WO00 WOL
<br />-rN
<br />aFlO•� '
<br />f
<br />PREL
<br />OPTION #1 FOR WEE S6
<br />STORM
<br />LSE SAFrriY 31OIaA CPU" bINL
<br />K1VtR E /WOHOm w R►NI 11AIbLE
<br />m P1CLIEAIE S a11ORL0
<br />BE INVAUD 01 ASSIGNED FROM xaWE
<br />ELEVATION
<br />OF STRUCIIINE.
<br />SOME 3/32'el'
<br />80� GAS
<br />ArwrO1P
<br />sm New I)
<br />SECTION 9-B
<br />SOME 3/32--l-
<br />UMMUM A.S.D. DESIGN PRESSURE RATING (M.f.) AND CORRESPONDING
<br />MAtlMUll PANEL LENGTH NLw SCHEDULE
<br />t„11n .w,r ,Ow —.,A rra DwYY 1ATN,Nt AN New NWY,11¢ .Hue, ,A ION 4aRe,a a a A t•
<br />NAaaM Asat
<br />° tONs .iE
<br />Nd
<br />aa,
<br />�y�t
<br />'�"�o OWt°OM
<br />►Ap
<br />OaO11nN
<br />a 6a1
<br />,as.s. -710
<br />r a m IO
<br />1 IN'
<br />ummm
<br />111a0 a! 7
<br />,S&A -a2a
<br />3V-r TO r-s• Aft.
<br />2 3/r
<br />UMW
<br />I TNNI a A 7
<br />reaA -li0
<br />lw_r m 111-r SAN,
<br />2 1/2•
<br />`�
<br />•
<br />••aa ,a0
<br />t2•-4. OR Less
<br />3 1/s
<br />• •�•'LOW
<br />0. a A ,0
<br />" SOUL W/ 1/00-mi, ai Itt ! wow 17 caw t mnmI a WIL
<br />MAXIMUM A.S.D. OFSION F21MURE RATING (p.t_f•jAND CORRESPONOM M=MUM ANCHOR
<br />SPACING SC FOR REGULAR STORM PANELS Ci7 t INSTALLATIONS
<br />INTO EXISTING CONCRETE & CONCRETE K= STRUCTURES
<br />LAMA Ally FOR P msCt)a QA161S►A UAra S As PE11 EDION6 I rau 7. am SEES 4 a e)
<br />,AAIO M AEA.
<br />DESIGN
<br />w m; S(Aa..)
<br />+IAIMM Aaawi WWOfM Nall Ea - a I/r »
<br />APPUCIANS 10
<br />� a Tpi
<br />�•M 1•
<br />tAtOON
<br />CF Imp -Ow
<br />am-w
<br />rwamor Saws t
<br />0 1 rur
<br />W Commit
<br />10
<br />COMCNI'Rc
<br />10 COMMON:
<br />10
<br />ONCAM
<br />m COSMIC
<br />To
<br />a �
<br />m Commit
<br />10
<br />== E
<br />KOOK
<br />m mmm
<br />10ylyyy
<br />OMalgliE
<br />r
<br />4/4
<br />k/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />4)a
<br />r
<br />N/A
<br />11aPN
<br />r
<br />r
<br />N/A
<br />WA
<br />r
<br />r
<br />r
<br />or
<br />or
<br />r
<br />I (•ow
<br />r
<br />N/A
<br />NJA
<br />N/A
<br />r
<br />M/A
<br />r
<br />WA
<br />r
<br />NA
<br />1 Ou"
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />NIA
<br />r
<br />NA
<br />3 pww
<br />+aLa• -710
<br />r
<br />WA
<br />N/A
<br />N/A
<br />r
<br />NJA
<br />r
<br />M/A
<br />r
<br />WA
<br />3 ! , (TOP)
<br />r-a' aW tts
<br />01 =5
<br />r
<br />r
<br />N/A
<br />NJA
<br />r
<br />r
<br />r
<br />r
<br />r
<br />C
<br />3 �)
<br />r
<br />NA
<br />WA
<br />WA
<br />r
<br />NJA
<br />•
<br />N/A
<br />r
<br />N/A
<br />7)
<br />N/A
<br />WA
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />4 R 7 (eOTraM)
<br />NJA
<br />OVA
<br />,s Ilr
<br />a V.-
<br />,2 1/r
<br />a 1,W
<br />a I/r
<br />a ,/4'
<br />a I/,•
<br />a t/4•
<br />a f+a►/•aTaHO
<br />ffi M M 10 t It FOR AMOWIR TM ! WORKS Sa WW AWR SM wa MW wNOR10.
<br />I/�p1 IMNE AW I4YYM ®E atlfTA m AREIlSM" am i S" SON ES Um
<br />SPACING
<br />NOR abl0afb ON OteOaE ipJOO N101011 /MUIiML,010 W:0 vim ON CONSUL al'
<br />mW lauaaK WAS, NOR m OMISSION MOOR E POMNR& mn m - - I aaa•RA IRK {SCUM
<br />w•M MIN a LESS Oft MDMNN aPAOM mum VON FAM sofa vm a 4Ab m CARS&
<br />IIOa 11R
<br />1/4S
<br />1/41
<br />Ip1
<br />V^ I/^
<br />-1/11
<br />Mow
<br />mul
<br />ONNI .aR•�
<br />R\ WR•0 WA01M 011
<br />3
<br />a
<br />3
<br />1
<br />a ,AI 3
<br />••a3pw•,w seer N
<br />3
<br />1
<br />a
<br />a
<br />3 3 ,/3
<br />µ,rt 0aer w N
<br />a
<br />a
<br />R ,h
<br />t 1/a
<br />• 3 1/s
<br />IOML Im TIE
<br />NWim
<br />1
<br />AN
<br />1
<br />—
<br />3
<br />>•
<br />,s
<br />,m
<br />,s
<br />AS
<br />3,
<br />Im
<br />1s
<br />,m
<br />1
<br />Sam
<br />ON
<br />r
<br />s�To
<br />GLASS.
<br />EDP.
<br />Eo
<br />1 i
<br />S1 r La . Va' la1R swat m come
<br />` 1 \
<br />/ 1/4ti sta' S3 YS t S 1/r OC
<br />no MILL wow L• m a'-r 4m a
<br />gr Dec INUM" UP TO r-r Wa
<br />014-10 Na11Al.OE ION" R a
<br />p ,MSO!
<br />' 3�
<br />WmIDJWF Plllt • 17 +/s' a G a101 ,
<br />,/Y i N INEAam PaanwTRtl a
<br />MOMM a aanb woos rwE roR
<br />it
<br />RL umm M m r-r Um
<br />RLE
<br />lfGfESI
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TD +55.5. -710 PSF AND PANEL'S LENGTH UP TO r-r
<br />2. FOR NLW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.36 OR EQUAL
<br />NOTE FOR TION OF SELX2fi:
<br />TOP t BOTTOM MOUNTINGS CAN BE
<br />COMm11@ IN ANY WAY TO SUIT ANY
<br />OWALLATiON.
<br />L lie1, .•.•• iJ L
<br />r iJlWil
<br />rl'�'
<br />ja
<br />I
<br />��
<br />,, � ©•
<br />III-
<br />..�RU{
<br />Ill
<br />T;,.. Il) 4,
<br />l� • .11. .r')_ else L:_� • 1�
<br />L: 1 NIA: .1 • •11L 71 +)..•):Hal ,• fl: ,tll }
<br />�LOCATION
<br />a OW PANEL
<br />snA7s i0A(NI�iA
<br />%2 1/2' O. C
<br />I7oO NpD PAE
<br />OX Cal. (au O
<br />Y ltl (OWE q
<br />1/4• IteE Ile EE ,jl-1NIEAfOR NANEl L—ETC PANLL
<br />�°tN 8 —a, 4' aclWnLxE auRalAE kU.._
<br />! t•-a• IBA
<br />DETAIL 2 : FLOOR MOIJKD NQ INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />SO"- 3/Ir . 1'
<br />WMIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING
<br />m"Imum PANEL LENGTH RM SCHEDULE
<br />LIP1SYiHss eLa_r m .ranks 1 ! : AeN•alrn FOR tsr sAFrn scowl DIIRt
<br />2MH oN sllrrl ISI.
<br />Asa4-ftlamt
<br />IM10RAc
<br />WHO +
<br />WPM
<br />a t
<br />LFRwMI
<br />ONO
<br />Ie61c PLUS
<br />to
<br />ll4 // ♦
<br />ISBN
<br />i
<br />M1VNtlaMM1TIwOBL
<br />m
<br />ommm
<br />10
<br />moma,
<br />x
<br />m
<br />OHG[
<br />MOM
<br />wO
<br />aLXa
<br />SSA. -72A
<br />r
<br />N/A
<br />WA
<br />r
<br />WA
<br />r
<br />N/A
<br />6•
<br />N/A
<br />I t 2 (TOP)
<br />W-W OR Lffi
<br />r
<br />7'
<br />W'
<br />6'
<br />r
<br />6'
<br />6`
<br />9'
<br />e'
<br />6'
<br />t (BORON)
<br />+66A -72A
<br />r
<br />WA
<br />WA
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />e'
<br />N/A
<br />1 a 2 MOP)
<br />10 T-r
<br />r
<br />D'
<br />r
<br />IS.
<br />r
<br />7 1/2'
<br />JP*r
<br />6'
<br />S`
<br />1 (BOTTOM)
<br />+56.a -7"r-r
<br />N/A
<br />WA
<br />M/A
<br />r
<br />N/A
<br />r
<br />N/A.
<br />r
<br />NIA
<br />.err 1 a 2 )
<br />-r To r-r
<br />4'
<br />r
<br />r
<br />6'
<br />6•
<br />8'
<br />6•
<br />r
<br />6'
<br />1 (BORON)
<br />r Ast
<br />cam
<br />Fl1OlARc
<br />H MW R Vr W M M la I NItL7
<br />tli a ¢at t Y 1fw g011aP asYO
<br />SA"LuCANLE TO
<br />ELTMS t
<br />im
<br />NNUMttI
<br />LENGTH 1�
<br />OF THEM
<br />-61.5
<br />3• r
<br />♦ 1 ' 4 yr
<br />2 (BO1TOMG
<br />r-r OR LESS
<br />+52.8 -66.0
<br />3- j 3•
<br />a 4•
<br />2 (somto
<br />r-6. co LOS
<br />+66A -72A
<br />2 1/2' 2 1/2-
<br />4•
<br />3 1/2'
<br />2 (BOTTOM)
<br />r-r OR LESS
<br />+SSA -72A
<br />2 t/2' 2 ,/2•
<br />N/A
<br />N/A
<br />2 (BmtoM)
<br />r-6• ro e'-r
<br />SS.O -72.D
<br />1 N/A N/A
<br />r
<br />I r
<br />2
<br />r-r TO Ir-e
<br />I wm ANN, MORN,
<br />O-
<br />Ye. IM4
<br />OE
<br />MMM asNRNla1m3ew
<br />p am
<br />IRS
<br />CaNEN
<br />,ass -71s
<br />sm m62T 16 FOR A,am "m t SPACING IN #ovu " INTO WOOD Famt 61 m
<br />Meow no" >1AC m NR wo m an Oar*= AE.1eRm M ems SDMRL Fee
<br />La. Los I" sRA:Altn ON MIME EO, MOM219"m ar MAlatamM oaAi
<br />000 ON sum" of NE NLLNMe FACM" FOR Wi aebwMN TO E POWKL
<br />om m wow wk m LOW PALM SOL NOT E LOSS INN momm owns
<br />ODOM NOW 00U no" 14R A mma MIND,
<br />wOa 1TIW
<br />1/4`s
<br />1/44
<br />1/41
<br />I/4Y
<br />I/4TI
<br />T//Ow
<br />0 9FA
<br />am"
<br />Mw now awar Mq
<br />3
<br />3
<br />3
<br />a
<br />DAMAaNa1Nf3 a0
<br />3
<br />a
<br />3
<br />3
<br />3
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<br />a
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<br />3 ,/E
<br />3 VA
<br />dR m
<br />IIWIm
<br />+,
<br />11-
<br />A 1
<br />-
<br />pr
<br />1A
<br />im
<br />-
<br />,m
<br />tAUD ONLY FOR
<br />I•UaLAMIOIS AS PEN SECTIONS 1 THW 10. ON SHEETS A. 8 t h
<br />M1Km
<br />A60. OElION
<br />rESStIN
<br />Flowm
<br />VAM M IMM SAAOI I Na LA - 3 1/r
<br />sM"m D a
<br />Axr DDIaaIN+ON
<br />a TIQI
<br />a mAm SWAM
<br />tO1eIN 1. 01.)
<br />CF TAP-W
<br />-
<br />•AEAs
<br />SmASCON
<br />>R
<br />Ts COMORM
<br />CONCETE
<br />max
<br />m CONCOM
<br />m
<br />aRbRnE
<br />ow"
<br />10 w0cm
<br />mA
<br />C*LAm
<br />aDrx
<br />m CONCRETE
<br />m
<br />CONCRIM
<br />Sax
<br />m CNICW7[
<br />m
<br />caIRAOE
<br />BLOCK
<br />m OOnOca
<br />m
<br />mNICRa6
<br />am
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 mm
<br />6'
<br />{'
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />6'
<br />6'
<br />6`
<br />6`
<br />N/A
<br />NJA
<br />I (BOTTOM)
<br />r
<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 />WA
<br />N/A
<br />NJA
<br />Ir
<br />NA
<br />1•
<br />N/A
<br />5-
<br />N/A
<br />WA
<br />MIA
<br />2 (BOTTOM)
<br />W6A, -7L0
<br />8'
<br />NIA
<br />WA
<br />N/A
<br />r
<br />NJA
<br />r
<br />N/A
<br />a'
<br />N/A
<br />NJA
<br />N/A
<br />3 t 4 (TOP)
<br />>r-r TO 8'-8"
<br />OR LESS
<br />r4'
<br />N/A
<br />N/A
<br />6'
<br />r
<br />a'
<br />6'
<br />6'
<br />8'
<br />WA
<br />N/A
<br />3 (BOTTOM)
<br />r
<br />N/A
<br />WA
<br />NIA
<br />8`
<br />N/A
<br />r
<br />N/A
<br />6'
<br />WA
<br />M/A
<br />N/A
<br />7 QO+)
<br />6•
<br />4-
<br />WA
<br />N/A
<br />e'
<br />r
<br />Ir
<br />6•
<br />6'
<br />8'
<br />N/A
<br />N/A
<br />4 A 7 (BOTTOM)
<br />NJA
<br />NJA
<br />12 I/r
<br />8 1/4-
<br />12 Ilr
<br />6 1/4•
<br />6 1/4•
<br />a 1/4"
<br />8 1/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />S (TOP/BOTTOM)
<br />BOA. -6J.3
<br />N/A
<br />N/A
<br />12 I/r
<br />6 1/4'
<br />12 1/2'
<br />a 1/4'
<br />6 1/4`
<br />6 1/r
<br />6 1/4'
<br />6 1/4-
<br />NJA
<br />N/A
<br />6 (TOP/BOTTOY)
<br />-r 10 11'-2•
<br />BSA. -72.0
<br />N/A
<br />N/A
<br />6 1/4'
<br />N/A
<br />8 I/4'
<br />N/A
<br />6 Ile
<br />6 1/r
<br />a 1/4'
<br />8 1/4'
<br />M/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />'-r TO 11'-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 />8 1/4-
<br />6 1/4'
<br />6, S. 10 (TOP)
<br />-45.0
<br />r
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />N/A
<br />r
<br />6`
<br />6 1/4-
<br />a 1/4'
<br />1 a (BOTTOM)
<br />12'-4" OR LESS
<br />OR LE95
<br />6•
<br />4'
<br />N/A
<br />N/A
<br />k/A
<br />NJA
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6 1/4•
<br />6 1/4-
<br />6 (BOTTOM)
<br />N/A
<br />N/A
<br />NJA
<br />NJA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/4'
<br />a 1/4'
<br />6 1/4'
<br />10 (BOTTOM)
<br />ax wNFEts 10. 11 Alb Is FOR A400M SM t SPAM ROR aR2WAROW ORO WOO MAK @ULM&
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<br />INS FOuomm ►ACIORL I0Eli OPOW M m ME MISSILE LACK O•IANm WILING FACTOR
<br />W ALL Na MELESS MIN M RMM lRACM 400410 FOR EACH ANCHOR WK R MOM UOUA
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<br />I. ISTAUATIONS FOR ALTER)MTNES /W, BIN t 1OW ONLY VAUD FOR
<br />BUILDINGS WIN A.S.O. DESIGN LOGOS UP TO +43.8. -48.0 P.a.f, AND
<br />PANEL'S LENGTH UP 10 12'-4•
<br />L FOR NEW WOOD FRAME CONSTRUCrIOW WOOD MEMBERS TO BE SOUTHERN
<br />PIE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />�fE 1+OR Id11BMLA3IO/ or SECTION
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED I ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />��i'' It
<br />th/0-PNELAIA7E PLUS
<br />OWING MONO WORM m
<br />_'
<br />•
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<br />INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />tJ+/.p IAs aDMMa a r as W/ INTO EXISTING WOOD STRUCTURES
<br />m'bollwa .+WA•
<br />� 1
<br />I ON
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<br />S4NE LAM La RIERIIRI011 m wpm
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<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
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<br />SHEET NO.
<br />S H 181
<br />1
<br />
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