|
Him A00"m
<br />SmAcuLt ON
<br />SNIT esIt)
<br />WALL AND FLOOR MOUNTING INITALLATION EQR
<br />SPLIT PANELS ----4--AAgT' A 8 E RaAE4W-._
<br />IT bi
<br />A
<br />ul
<br />MuLl
<br />V"
<br />A* JT_ At2
<br />4
<br />%Lot
<br />4
<br />MIN. ED, X
<br />LEI
<br />DETAIL I �"Y
<br />ft-
<br />2"
<br />- - it
<br />00HONM OR
<br />ma BLOM
<br />Ile. I' I'MIS A,
<br />T17- ,�IAaualc
<br />411[3l U4
<br />MULLION SCHEDULE
<br />Max, wl
<br />REQUIRED Mtn,
<br />SFAN, Ill I
<br />Ill MULLION
<br />2'. 3*
<br />Small
<br />V;c
<br />-7" V.I.
<br />5'-g'ID W-10'
<br />Ary . > V-10 TO W-01 2' Iljr
<br />SECTION 1
<br />SCALE 3/e1*
<br />MIJWON CA M�l 114 NOTE n WD 11�O STORM PIOUS ON TOP
<br />OR BOTTOM to I TOP OR 80770M Or OPEN",
<br />to OPITHIND W1 TUSE Top & BOTTOM)
<br />WALL MO
<br />ALTEIMATM
<br />SCALE. 1/0 1-
<br />1. INSTALLATIONS ARE MY VAUD FOR BUILDINGS WITH &S:D, DESIGN LOOS
<br />UP TO 55,5, -72.0 P.I.T. AND PANEL'S Li UP To
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE No. 2, W/ SPECIFIC OMSrrY OF 0,55 OR EQUAL
<br />MOUNTINGS...CAN BE
<br />Y WAY TO SUIT ANY
<br />li Ont W-Al III
<br />V71
<br />2-
<br />IF
<br />r
<br />ITT__
<br />ifj
<br />Ff'
<br />tj 1 1 -
<br />f
<br />2'
<br />MR
<br />""C' wAo, - I= MULLAIN
<br />SPLIT STORM PANEL
<br />SECTION X-
<br />SCALE 1/4-1.
<br />1106MIM
<br />SCALE 1181
<br />Mg�
<br />-4-
<br />D
<br />WALL Ji NG
<br />IWA"UON - ALMMIJ
<br />STALE Ile I*
<br />CONCRETE AHCHDRS
<br />(SEE SCHOWLE
<br />SHEET ")
<br />CONCRETE ANCHORS
<br />(m SCHEDULE Ow__1\
<br />SHEET 14)
<br />b CONCRETE
<br />Im.
<br />J.='
<br />REW
<br />_I
<br />1
<br />0
<br />T
<br />-3
<br />Z�
<br />SEE SCHEDULE ON-
<br />•scmak" OH
<br />�NAtJ
<br />:FSEAR.MV
<br />1
<br />TO GLASS
<br />SOLD 0 12 1
<br />(SEE as 1/,4)
<br />a�
<br />POLITY® CcIKRm
<br />col
<br />OR CONCRETE
<br />%ul
<br />REMAINED
<br />BUILDING CODE
<br />CEILING& FIXIOR MOUNTING WALL & FLOOR WOUNTIN
<br />INST - ALTMAW Ill INSTAUATIM - ALTERHATN-E-M
<br />AUAMON
<br />(SECTION AT TOP IS UNITED TO +55.5-67.0 All SCAE, 1/4* 1*
<br />A.S.D. DESIGN PRESSURE RATING)
<br />scum: Ile I-
<br />0
<br />IWA=ON - MOON
<br />FOR CDMOMIT ANall SEE = ON SHUT -
<br />FOR Wow SCREW: SEE $ OW Is
<br />Am" 2/ -4/4 1� 2 & -4 2A/A 3/4 1w/15
<br />rat.
<br />Ll LIUM"Iml-I
<br />i
<br />(M . PANEL)
<br />1-1
<br />(oo PANEL)
<br />1
<br />T T21
<br />(ALTER
<br />+IA 2/4 2A/4 1/4 1/4
<br />+1 2''Iw/ls
<br />& I
<br />NATE LOCATION
<br />Al
<br />w/15
<br />, , - - ,
<br />ALTERNATE LOCATION
<br />_j ON LIFE WEIY PANEL I -
<br />EA W/NO :TEE SAFETY PANELS
<br />RED" PAN W/ OR
<br />LOCATION OF LIFE (SEE Notil tEELOW)
<br />SAFETY PANEL
<br />W/O REAULAR TRACKS
<br />(SEE NOTE 1
<br />CONCRETE Amc-ofa
<br />x
<br />BELOW)
<br />LAST PANEL TO V MIA= AS
<br />In &O;rrr PANEL OF
<br />OPENING $84U.
<br />(SEE SCHEDULE 0#-
<br />to "ItA
<br />I'...
<br />(IA OOYmInOv).FOR
<br />Qum! Al LIFE. SAFE
<br />!Y STQRM
<br />TA�LWAY'WW_ M."' T/
<br />, I. X?W MV=
<br />TV BE INSTALLED OR REMOVED FROM INSIOE
<br />PAIJ ArMA
<br />k
<br />OF STRLOTJRE
<br />050 SCHIMMET ON
<br />virl 14) ------ ALA
<br />WALL MOUNENG
<br />INSTALLAI WALL Al FLOOR N NTING
<br />SCALE 5/32--I'
<br />SECTION
<br />I SCALE: 3/6' 1* - SECTION 2 SCALE: 3/8" 1*
<br />L LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />C,
<br />OR AS AN INTERIOR PANEL. (ANY PAWL LOCATION IN BETWEEN END PANELS)
<br />Ul SAFETY PANELS MAY OR MAY NOT K INSTAIIED ADJACENT M REOUtAR PANELS
<br />(W/ OR W/O REGULAR TRACKS).
<br />SEE "an 9
<br />Z. LIFE SA PANEL CONSISTS Or 0.039" GALVANIZED STEEL STORM PANEL AS
<br />SECTION 8-8
<br />PER SHEET 2 OF DRAWING,
<br />SCALE V32'-l*
<br />THIS ITSELF 1`0 HE REMOVED OR iNSTALLED FROM THE 'i OF
<br />STRUCTURE,
<br />LIFETRACK TO BE COMPONENT A, 90770V TRACK TO
<br />IN 2 OF TRIS DRAW11i BE =EjjAM rW
<br />COMPONENT y at, Ni WALL OR FLOOR MOUNTED MILLOWING SECTIONS i a
<br />.....
<br />2 ON THIS SHEEll, AS WELL AS DETAILS I & 2 ON SHEET 14.
<br />4. UK LENGTH S, 151, I'-;
<br />F%=F.
<br />'•
<br />COMPONENT1D
<br />M" ANCHOR .1 R ANCHORAGE AT 801 IS GIVE14 ON
<br />a*"
<br />SCKEDULESL �g 2, SHEET 14,
<br />COMPONENT MAY BE PERMANENT OR REMOVABLE
<br />5, SEE DETAILS FOR INSTALLATION INTO WOOD FRAME eul as SHEET 15.
<br />67
<br />a
<br />SEE SHEET ' FOR WAA. APPUCABLE TO THE NECESSITY FOR THE JNSTIM-LATION Of
<br />©NA Pl\.
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/W000 BANDS�
<br />It
<br />Okla A J,
<br />A_cA,Mk 'M
<br />VA IMUM
<br />&U. MIJON ERESSURE WI .2,L) AN12 C0ft8ESEQN=
<br />MAXIMUM PANEL, LitiffiM SOIDULE
<br />mmal
<br />ONLY FOR PA14i AS PER SECTIDINS I Pft 10, OR SHEETS 4. 5 At 6)
<br />MMAW
<br />Luc
<br />Ttwhl�' M`;: =11 arm JV6
<br />�50& -724 7 _!r OR, 2 1/4' 0,180m
<br />THRu 3 & 7
<br />_Lm
<br />.55A. -72'a w'-e To r-s' Q., I Ski
<br />fywu;. I
<br />-bill --me To 2 In*
<br />.43LA. -4&J) IT-4, 'A LES 3 0�
<br />MAXIMUM A.%%
<br />• sm"m W/ SS A WAPALT IV OVERLAP A "LENGTH or PAXII.
<br />QMGN ERESSIM UDNG (P.Ill AND CORRESPIJ
<br />MAXIMUM ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR MRM PANELS (j) A & INSIALLMIONS
<br />jNIQ EXI
<br />0" ONLY FOR PANELS 0 NVIAILATIONS AS PER SECTIONS I THRU 7, ON SNEETS 4 A 5)
<br />MIV" Also,
<br />"OHLAd ROM Si MR ED,
<br />XTION TAPCON
<br />.. To
<br />OF TP-Gmp Oki PA.IAMAIE FINIALE 0 pmal OLM
<br />`C.011
<br />;- --w-
<br />A9 V PI)
<br />A"T" 10,If __T
<br />10 OF
<br />el
<br />IF
<br />-1 */A WA
<br />N/A '5. N/A
<br />�S&S� -72.0 r
<br />9/X a */A 11
<br />O/A fw) !,-Von Las
<br />OR LESS
<br />A. e. S.
<br />RJA N/A S' 6�
<br />1.
<br />r
<br />w. WA
<br />441=
<br />.2 Ilr 0 1/.' 12 1/2' Ile
<br />SEE 011 10 At I I FOR ANDKIRS tiTE & SPM= FOR INTIALLAUDLIS INTO WOO "WE WEDINCL
<br />LAN" ANCHM SPACINCS LWALAA OUT DISTANCE ARE INDICATED ON 1HIS SCHEDIALE MR i LESS
<br />Ik" ADICATOO ON SaIfDVARO WHO sww By L"TIPLYINI, S"ONG Do" ON=
<br />Vou
<br />THE fou4wm rAOrm FOR =PERANOM 10 W PaCi MUM SPACING DISINNED r�F;
<br />VAIL HOT fit USS Ill Homm SFAC*m MCA= TOR, am AIC"ON "K a Alm"Oft OWN!)
<br />1/411. 1/4'.
<br />A"= rim
<br />1/41� 1 Ile.
<br />T I k"ANi A&
<br />A, Awl SAO"
<br />06ILL'a
<br />FLORIDA BUILDING CODE LRqh VeloctIly Hurricane
<br />Zonoll
<br />F.- Vt 3 'JA2
<br />3vz
<br />t4u. 4167
<br />.2= TURCO, WO,
<br />Ma!!" rxm
<br />20 GAGE WANIZED STEEL STORM PANEL
<br />ow
<br />'4
<br />Tu It c o.... GLOBAL PROTECTION PRODUCTS.
<br />DOE.
<br />ziifi - I
<br />4" $10, 61 vur
<br />Til its?" At DAVE, IT. MI.
<br />w Hfitjt PHONE (ILLBS&I-754%. Cmt (.64P.9--ml
<br />20-176
<br />10,111-1111, OHIO
<br />ISH.- Imm
<br />DRAIllic H,,
<br />x
<br />MAU ACIP,
<br />INUALLABON, DEIAIL5 EQR REGULAR P-ANEL5a
<br />A;
<br />AMaP2OY2' MS, a 0 I/r O.C. .,I
<br />'AN.. 1 J/4' D.C.
<br />MR ULAO
<br />INIQ EXISTING WOOD STIMICTURES
<br />PANELMATE FEMALF 11) PANELMATE PUG 9
<br />R,_r
<br />? e"N
<br />Fll� pu
<br />"ise
<br />r *X.
<br />W
<br />ED
<br />E01 .,I
<br />to
<br />woo W40
<br />ALIERNAM 1W
<br />ALM11"91A
<br />SCALE SpH. I
<br />SCALE
<br />SEE SCHEDULE ON SHEET a
<br />SHEET
<br />ON SHEET a
<br />MR W�
<br />foe M, SmAnkmom
<br />10 GLAW
<br />70 CLASS
<br />aD
<br />To
<br />E
<br />to,
<br />EDT..-.._.
<br />IKQQ PLATE
<br />Lo, .5/al i 11"As VA"K
<br />%
<br />03 0
<br />PAND. ISISPIS I* TO V-ff' AND 8
<br />-4)
<br />11, Ot FOR LENGTHS UP V a'-$'
<br />OF, t-D FEMALE (D 09
<br />PIAIE
<br />voRre
<br />L,A
<br />A, 1p2t "IrIP, C. MIN I
<br />OR At
<br />or WOW RATE I"
<br />PLITT VOWM Or KAM
<br />ALL LENGTHS, UP 'm 6'_8` U-
<br />"RANINC011
<br />DIRECT g0blffl INU&UMN
<br />ONTINNIS,
<br />NOTE 94LITTER TfUl NOT SHOWN MR CLARITY
<br />ALTERMaYL
<br />SCALE N/Ol
<br />OW
<br />A]
<br />NOT
<br />1. INSTALLATIONS ARE ONLY
<br />VAUD FOR BUILDINGS WITH A.S.D_ DESIGN LOADS Jill
<br />UP TO .55.5, -72-0
<br />1 AID PANEL'S LENGTH UP TO 8'-B'
<br />;p%r,.-*',,)r,EN$,&
<br />FLORIDA BUILDING CODE (High Vml Hur cone Zone)
<br />2. FOR HIM WOOD FRAME CONSTRUCTIOM, WOOD MEMBERS TO BE
<br />PINE No. 2, w/ smanc DENSITY OF 0,65 04 EQUAL
<br />SOUTHERN i
<br />?
<br />I . At *-
<br />0=4 Tumm At,
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />DRAWN W
<br />N= INATION DE
<br />IL ECOlmo,
<br />GLOBAL PROTECTION PRODUCTS, LTG.
<br />W/A/ZM
<br />NOT,
<br />TOP & BOTTOM MOUNTINGS; 11
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />oi Too
<br />T NO A, DMIN cowwAsy
<br />AM %*. 6 gnM
<br />03w'.
<br />rAx; (WYAN-am
<br />20-176
<br />INSIALLATtOtc
<br />101311
<br />STUDS 0
<br />12 1/,,
<br />-11. 44OLD
<br />Jim
<br />Jill illi�illillillillill
<br />T3 I I
<br />a-MAIN-7-NIVII. I
<br />VAXWM A -SA
<br />TAl
<br />CF UP -GRIP
<br />Cl
<br />Fmi MWE 0
<br />pmamm pv"
<br />To
<br />I
<br />DESCH
<br />PREESI.
<br />Mao
<br />--T,--r,- -AS
<br />m_
<br />-To
<br />TIE
<br />TO
<br />"O"CATIT
<br />"1
<br />TO
<br />CONCRETE
<br />To
<br />ca"C"
<br />To
<br />commm
<br />TO
<br />CONCRETE:
<br />jcOK
<br />BLACK
<br />4
<br />smoks # &
<br />OOMBRATAIN
<br />OF I"%
<br />a -
<br />L"E"i fit)
<br />1
<br />N/A
<br />N/A
<br />14/A
<br />i
<br />N/A
<br />6, 1 N/A
<br />-710
<br />7'
<br />1.
<br />9"
<br />9'
<br />1). 9'
<br />1 (aal
<br />V-O' OR LESS
<br />N/A
<br />141A
<br />Ill
<br />N/A
<br />S'
<br />NIA
<br />6' 1 N/A
<br />I & 2 (1101
<br />+65.0 -12.0
<br />7 1/2-
<br />S'
<br />9
<br />9.
<br />1 (sarl
<br />-0" TO 7*-V
<br />.55 0 -72.0
<br />NIA
<br />M/A
<br />N/A
<br />S'
<br />N/A
<br />5
<br />NA
<br />4/A
<br />'p
<br />r-s' To Ir-fir
<br />A-
<br />L ml
<br />W.VWJM ASD-
<br />DESION
<br />PRESSAT
<br />Il C-Ij
<br />PM I (SAD S/Ir W, HEM TIP of NIGILO
<br />ONE 1 0 S* ft FISH mp x Ami
<br />AP�r 1.0A7)0, .f
<br />� I
<br />JYY
<br />Of THEM
<br />i"mum PAtirf.
<br />Ummm 'Y.' (rill
<br />'100 ! -
<br />TAP,
<br />141v
<br />Ill
<br />10
<br />CONCRETE Col
<br />Rml
<br />*49.2 -61.5
<br />3.
<br />2 (BOTTOM)
<br />r-e OR LESS
<br />+52.8 _66,0
<br />4 4"
<br />2 (BOTTOM)
<br />r-e OR LESS
<br />±SS_O -72-Q
<br />2 1/2* 2 1/2'
<br />4. 1 1/2'
<br />2 (00TIOM)
<br />7' -6- OR LESS
<br />2 1/2 2 112
<br />N/A N/A
<br />2 (BOTTOM)
<br />PT-G, To 5,
<br />MEL
<br />N/A
<br />+
<br />i 2 (Sortol
<br />Ell S" To W
<br />AMunw
<br />WASAM "A as
<br />Ali 504A.Ab.
<br />SEE OUT III FOR ANCHORS IYK Ill MR WITIALIAMIS INTO WOOD 1101i "Oft.
<br />MIS" ANCHOR SPACOIGS ARD I"m TOOK owma AM WW-90 am THIS Sbluw� raw
<br />ED. LESS THAN MCATED ON SCHl NEDUCE ANCHOR SPACING HY MULTWOW SPACING
<br />SHOWN ON SCHODAE BY THE fOUAWN)i FACTORS, FOR TP46 OPMOM TO RE POSSWILE
<br />RESI= SPACK OBIANED USIA10 FACTOR 914A. HIM BE LESS THAN LWAAM WACING
<br />SILICIFIED FOR DICK ANCHOR TYPE AT A40HORS LIAM
<br />ANCHOR Tft
<br />-YA70-
<br />FAIm
<br />Or w
<br />VAMO
<br />-0"
<br />3
<br />3 t/2
<br />4
<br />3
<br />ON PEWIF* EOR
<br />INTO EXISTING WQpD
<br />REGULAR PANELS(I
<br />STRUCTURES...
<br />A
<br />-PI-10 PARCU"'m PLUSL.
<br />6 /4 7/9
<br />THRIAZED PENETRATION TO
<br />Evsjm WOOD HEADER
<br />I � 10 RANEUAFE PLUS
<br />4w "14' po" 1 7/15,
<br />TH ED TOM TO
<br />EXISTING WOOD Hill
<br />nou Rrp'
<br />CA, "CHILE
<br />SHEET a
<br />FOR W. S=
<br />TD'OLk%
<br />nc
<br />----- --- --
<br />omn, All,
<br />oc, /4- oc
<br />WOOD HEADER
<br />REWIRED
<br />Sa SCHIMILE ON
<br />$KIM a FOR V.. SEPARATION
<br />TO GLASS Ml PANEL I�FWH PILL, PANEL LENGTH
<br />"Su NOTE 1) (SEE NOTE 1)
<br />5ox
<br />OF• OF '10
<br />WAX MAX
<br />G
<br />0 12 Ijr 0cELT 4
<br />i
<br />PAIVELMAIE PLUS
<br />tillD.C. W/ 1 7/8"
<br />PENETRATION TO
<br />a.
<br />EXISIm WOOD HEM"
<br />7E
<br />EA
<br />L-G, SCREWS
<br />--ii? 61 O'C� W/I t/2'
<br />WOOD P�AJE
<br />EWl
<br />moul Ti
<br />"T" THR"A"'i PME AT, PENCINATION AT
<br />4, Woorl LMATE I, H MIDWRIN OF PLAIT
<br />KAKD
<br />'A LAG SCRINS 6
<br />MID WIDTH OF Pi
<br />AQGfRED W/ j
<br />IP"2 %N
<br />AT Wl OF PLATE
<br />DIRECT MUNNj INS N jjALLJ
<br />ALLWMME V DIRECT MO G INSTALLATION DIRECT MOUKI 4 INSTALLATION
<br />SCALE 31B.I. UNT 4 MA, M.WNTIN IdOUNTING
<br />ALJJ�� SW fM�1JJ
<br />1. INSTALLATIONS FOR ALTERNATIVES ft SW & IOW ONLY VAUD FOR
<br />BUILDINGS WITH SMDESIGN LOADS UP 10 +43,11, 44.0 p.%J, AND
<br />ALK, To 12,-e
<br />PANEL'S LENGTH
<br />2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.. • FLORIDA BUILDING CODE
<br />440" Til
<br />F� NO. L4 167 20 GAGE GALVANIZED
<br />N OF SEMM
<br />TOP & BOTTOM MOUNTINGS CAN BE•�fTE GLOBAL PROTECTIM
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />Max. PANEL Ul
<br />(SEE form 1)
<br />lox
<br />OF
<br />Him
<br />INSTALLATION DEIAILS
<br />ME OPTION 9 1 EQR
<br />LIFE SAFETY STORM PANEL
<br />SYSTEM
<br />LAO SCnIvs 0 Ar DO
<br />INTO EXISTING WQOD
<br />STRUCTURES
<br />I I M., THIREADID POKIMTKW
<br />TO E)45TM WOOD NEVER
<br />_j
<br />N-
<br />iY , ,
<br />E04
<br />u
<br />Eel
<br />Ef
<br />1 REOURM
<br />12 1/2- oc-
<br />JILTERNATIVE I
<br />ALTERNATIVE 2
<br />%
<br />I
<br />A, I
<br />p
<br />10 a/w,
<br />EON.
<br />ED
<br />II
<br />E.[OR
<br />EO_
<br />WOOD PLATE
<br />Wow "fin
<br />i8 ma
<br />ALIERNAME
<br />3
<br />ALTERMIJIVE
<br />V.01 It LAP S"m 0 A, DO, W/ I I'll,
<br />SAW
<br />'Tr
<br />Lan GADOD PENE Wool OR
<br />LONG fiffias "al Wj
<br />&S. M.S.a A- O.C_ OR
<br />WgQp FRAME CQNj2ITjomS
<br />t/4'0-20 PREIMAIE 111101 C Of' AlUgNAlIvE
<br />PAHELAIATIL mm a fir or-A'i
<br />SCALE- 3/a`. V
<br />ANCHOR WMION
<br />PLOT
<br />WALL OUNJ INUALLAIM
<br />NOTE: SIAMOR Hil No SHOW
<br />I0111"Iffift",
<br />Ii TIQ1
<br />Im WAIT,
<br />ALIERNAME I
<br />1; .1 ...........
<br />k,
<br />z ;
<br />7
<br />FLORIDA BUILDING CODE (Il Ill Mir Icarme Zons)f
<br />MOTES
<br />S_
<br />Of
<br />.2m XIM
<br />20 GAGE MVIll STEEL STORM PANEL
<br />CRON III
<br />Dill
<br />I INSTAL�I.ATINNS ARE OMLV WAM FOR 2JL WITH A.S.D. DESIGN MARS UP 10
<br />+W,$, -724 AIR AND PANEL'S LENGTH UP TO Ol
<br />ST E
<br />_n,
<br />1111ECO..
<br />PRODUCTS, LIC. a/24/0"
<br />GLOBAL PROTECTION DOE,
<br />FOR CONSTRUCTiliC`
<br />NEW
<br />PIKE X.. 2, W1 I= To
<br />SPECIFIC DENSITY OF
<br />.. ..... W J�'
<br />"m S-W. S, STREET
<br />DAVE. FL 33314
<br />FAY-20-176
<br />'14.15-
<br />P-A MAL/SHMAnAVINM
<br />SHM 18 Of 26
<br />Q)
<br />U)
<br />C-13
<br />>
<br />0
<br />0
<br />=
<br />L_
<br />CL
<br />CL
<br />0
<br />_0
<br />0
<br />"
<br />15
<br />-0
<br />_�E
<br />r,
<br />U)
<br />a)
<br />o
<br />(1)
<br />:3
<br />0
<br />0
<br />awl v
<br />0
<br />2
<br />ED-
<br />J=
<br />0
<br />JIM
<br />0
<br />0
<br />-li
<br />cu
<br />LL
<br />%.I_
<br />0
<br />Co
<br />>
<br />M)
<br />lJ
<br />E
<br />w
<br />IM
<br />0
<br />CL
<br />co
<br />42
<br />w
<br />ICU
<br />O
<br />O
<br />U)
<br />LLI
<br /><
<br />z
<br /><
<br />SHEET NO.
<br />SH 1.1
<br />
|