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<br />I -- I - I - L11__ I' 1,111! i I
<br />M INIC"O's , > . , �/S
<br />°" °"" WALL AND FLOOR MOUNTING INSTALLATION FOR O�OM .A"LLEw"'BL� R=-
<br />mNr>rrE ANooIB a -55A ...T_ -72.0 .•1.
<br />(m WNmUCE aH SPLIT PANELS Y — .bcc rm BO`AAAE CA-
<br />RQT .. 1)fi_"�
<br />- a' - -- �" esn a 6 .) +'' �.
<br />IP I�w . aA
<br />TOURED I"
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<br />%-, t 1
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<br />F- mA4tER aA afoot r. 61RODI a/ 2 I/4' ! I i ! I i I E I I I I
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<br />1 I 1
<br />H I ' gTOPN nw�5 J '' / `�T TT .-+.�_.Tf-'T',� : ,+� ,
<br />' _..-__-(n" OFS14N -0• r. wn , ` , t- — = amlat o• . ! •'r-' ,
<br />Q TER. I
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<br />' , I ` ELEVATION SECTION Y-Y SPUR STORM PANEL ELEVATION
<br />YMui
<br />1 ) 1 SCALE '/---I- n�.n ' SCALE I/.•-" w =1Fi SCALE 1/8•-I•
<br />1 f I I .a lAfi
<br />(NAB, CO TANIA)
<br />UU110I SCHEDULE
<br />I
<br />�m___
<br />1L 1 OONcrT xHPTaNs
<br />I, 'S 1
<br />IAI ; a .. ! Pl
<br />I( C--I I a��w PAIN N/a a' Mw PAT[L
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<br />.0.4I TE NG•OR6
<br />.. A�---��� s¢ TacTUTs I. 3. a .
<br />TIN 94M e . IOI-,-----6Fi -
<br />r0.. MULLION
<br />SPAN (11) '
<br />REOuetFD Mln.
<br />NBE MULLION -
<br />4 .'-a•
<br />2' . J . 1/8'
<br />L. 5'-I• TO a' -,a.
<br />2• . 51. "I'..
<br />> e'-TO• To w-O'
<br />2' . a' . 1/8"
<br />• SPN*K AAW FOR ASD. DESIGN PRESSURE RATING.
<br />IMAPyITO 5T55UDp,A fl -720 v.f
<br />•• ILEL 1 )E5'S700 EM'S � ORIENTED
<br />,SECTION 1
<br />SCALE 3/8.,•
<br />NOTE: AW"TON CAN ALSO BE INSTALLED W/o STORM PANELS ON TOP
<br />OR BOTTOM SO THAT a 15 LOCATED AT TOP OR BOTTOM OF OPENING.
<br />(ONE PAEl OPOaRO W/ TUBETOP a BOTTOM)
<br />INSTALLATION
<br />DETAILS FOR REGULAR
<br />PANELS11, & j§
<br />INTO EXISTING W00D STRUCTURES
<br />�., w ANINART ,sE
<br />—IT"--
<br />l Ira
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<br />'
<br />-11
<br />-
<br />-
<br />BUILD -GILT MOUNTING
<br />INSTALLATION - ALTERNATIVE / W
<br />e,Mn i
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<br />,/.•.MR,AWm•r.< APT,
<br />"I °rr�-'b. ®nn M.
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<br />/.• Lw safe . r ...---
<br />—x• .;P,'(1�. a D" �w a -
<br />-
<br />''���
<br />.
<br />SCALE: 1/4' - 1'
<br />I I I
<br />CEDING It FLOOR MOUNTLNG
<br />WALL a iLEIU+R MOUNTING
<br />MQUNT]ING
<br />INSTALLATION - ALTERNATIVE LW
<br />(SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX.
<br />INSTALLATIONS - ALTERNATTVE 5W
<br />SCALE: ,/e - 1'
<br />MISTALLATALL
<br />N - ALTERNATIVE
<br />2W
<br />AS.D. DESIGN PRESSURE RATING)
<br />SCALE: i/4' - 1'
<br />SCALE 1/4' . 1'
<br />n. Mm
<br />ANT, • It Ills T '- I
<br />Y•r ,rm lttd
<br />'6%r.4 - ___
<br />ai .:
<br />LJ D__1
<br />NOTES
<br />AMIIIIIAIINNf
<br />IN 11 iiIt"",
<br />FJ.�Lii dou G
<br />MMMM�����
<br />SCALE 114• - I•
<br />t. INSTALlAT10N5 ARE ONLY vAUD FOR BUILDINGS WITH A.$.O DESIGN LOADS
<br />PANELS TO B'-8'
<br />+9
<br />�,'�_ . ., %✓ y
<br />'•'Q'
<br />UP TO +55.5. -72.0 p F.f. AND LENGTH
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />UP
<br />MEMBERS TO BE SOUTHERN
<br />�Q.•' VCENr7�*.
<br />FLORIDA BUILDING
<br />r.TEm.
<br />CODE Ni h Velod1 Hurricone Zone
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />NO.ax�o
<br />--
<br />"` 20 GAGE
<br />GALVANIZED STEEL STORM PANEL FP
<br />0RA4N W.
<br />!QTE_FDR_GGMBINAnON OF SECIONS:
<br />9; STTo
<br />t GLOBAL PROTECTION DUCTST TLC.
<br />NIL E�COLN� "
<br />TOP t4 BOTTOM MOUNTINGS CAN BE
<br />COMBINED ANY WAY TO SCAR ANY
<br />�� I. At C 1 �' 2_,
<br />2
<br />•i�eS "- .G a /
<br />TALIr IEf,MI01` U,a coMPAMr
<br />_ --aAl _ H .Pr ...."It,
<br />D.K. •L -1.
<br />'..). -7S.e. - IOS.)ee6-67a7 20-176
<br />IN
<br />INSTALLATION.
<br />r SYLO 'A1. s
<br />h'INII
<br />_ n.., c1Ml'n_a6 , arl To'-.1 ..��1m.1 Te.R. ORMANA, w.
<br />r
<br />#0004=A1MaM'TMEb•'R
<br />NAtER A TKU' J.. PC .La ,*•'u
<br />aNG •.,ei
<br />-
<br />- - N 10 aF »
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L' SCHEDULE
<br />rump Naar Fat wNndil .(i] alcTm"Irvis As - ITF— , Tlmt In nN •DMrrt 4 A A, .1
<br />WWANNNI .S.D. w. P,1N(� )LENerN waver SENTsItwN
<br />'wG (V-PEN'11
<br />- ls¢ 5[Cr,DNs) TO 4/SS
<br />vm#L
<br />i Cd'8n'8U
<br />yP��IWE AN, ro 5[emNs
<br />F Dr TE4
<br />,555. -7T-0 !-' S' a �S
<br />,AIBOLTED
<br />T1aU S • ]
<br />. SS —5-12 0-! >T_5' ID r-a' W.
<br />— -I}-
<br />i 3 ;7.-.! UNBOLttO
<br />1'!� , ,1"U 5 a F
<br />-MO. -72 a i a'-r TO I,'-2' um
<br />] ,/2' • BD1R0 m 1pE#GTi
<br />S
<br />APRUNIF
<br />I 6
<br />-
<br />. a3.e. -00 2'-' °R LESS
<br />3 i/2' , 6 M
<br />! 6, a a ,a
<br />BOLTD ./ 1/4-0-20.1- 55 ITS . RANGUT A OWgAP A N"EIIC,11 OF PANEL
<br />(VALIQ ONLY FOR PANESO)a BA INSTALLATIONS AS PER SECTIONS I THRU 7. ON SHEETS 4. 51
<br />NAMA As
<br />,N,rAr ANCOIA SPACING FIAT EO - 3 I/Y -
<br />➢l[ N_
<br />_
<br />SECTONS I . ' IIAANUY PANEL
<br />DPCON
<br />a TM -GRIP
<br />CMA-N
<br />PNEIYATE ApANE a
<br />PANILYATE PLUS
<br />PRESSIAE
<br />RATING Iva 1)
<br />To co"ATt
<br />I TO-
<br />' t acI mil[
<br />1
<br />lO CONCJI[TE
<br />aMC.n1 [
<br />CO
<br />To co1NCRRC
<br />I COSIER
<br />, TO
<br />TO CONcTrTE i fXIAP « ICTC
<br />!O CONPITE
<br />-Tp
<br />CONCRETE
<br />BLOCK
<br />ANY COMENOTON LENGTH :' (R.)
<br />at nEy
<br />8•
<br />N/A
<br />N/A
<br />I M/A
<br />a•
<br />�--,/---
<br />a• NfA
<br />6•
<br />W,,
<br />(TOE.)6'
<br />-a
<br />5'
<br />_
<br />N/A
<br />_
<br />1 N/A
<br />6•
<br />-- -
<br />a' e•
<br />-y____-
<br />r
<br />___-.}_.
<br />6'
<br />(BOTTOM) '
<br />-1 I
<br />6-
<br />-+
<br />N/A
<br />--
<br />N.
<br />a'
<br />i M/A
<br />a' I N/A
<br />r I N/A
<br />7 (laJ
<br />e• N/A
<br />NJA
<br />N/A
<br />a-
<br />--
<br />I NIA
<br />5' NJA
<br />5--1 N/A
<br />-
<br />2 (BOTION)
<br />'
<br />•SS 5, -12 O
<br />OR LESS
<br />� N/A
<br />�.
<br />N/A
<br />_ -
<br />N/A
<br />___
<br />6'
<br />_
<br />JA
<br />a' N/A
<br />e i N/A
<br />3 a a (TOP) 1 _
<br />R Y a+ L[S5
<br />r 5•
<br />I N/A
<br />x/A
<br />r 6' N.
<br />Er I.
<br />3 (a0r1ON1
<br />r
<br />�a'
<br />6• N/A
<br />N/I
<br />N/A
<br />6•
<br />N/A
<br />a• 1 N/A
<br />a' I N/A
<br />7 D�
<br />6' S-
<br />_NJA
<br />N/A ._
<br />_ 6--1
<br />- A.
<br />6' 4• -
<br />- r a
<br />4 a I (BOTTOM) !.
<br />I
<br />I N/A W.
<br />I IT I/2'
<br />1. t/•/a'
<br />12 1/2'
<br />1 6 I/IV
<br />a 1/• ! 6 ,/:
<br />6 v.- i s IJt-
<br />5 aw/90n0N;
<br />SEE SNO:IS ,o • I No ANGIaS TINE A SNL•IG FOR INSTALLATIONS NIO "To "PIE HIDING
<br />MNNUL, ANCHOR IMPACTS AND Me1rDIN EDGE ain4CE Alit INDICATED OIL 1HB SCHEDULE FOR To LESS
<br />THAN .IDE,ATED ON SCHEDULE REDUCE ANCHOR SPACING BY MUT. TNC SPNCNT. SHORN ON SCHED,UE BY
<br />INC i°LLONTG FACTORS la THIS OPERATION TO BE POSSIBLE. REDUCED SPACING DBTAMCD ,ANC rA-TOR
<br />SEAL WI BE Les TWIN YNMW SPAGMG NO:CII E ,a EACH M.Cqe nPE AT ANTICAM L2otND.
<br />P
<br />/.I
<br />1/at
<br />•.
<br />1O/{-E'./I.t•
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<br />"APID>YR6
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<br />I
<br />as rI .w r l
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<br />>,_
<br />AN^ BL ■T�
<br />TM
<br />/
<br />——�
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<br />1
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<br />d___:_
<br />-1/4
<br />--
<br />` a.•`1 j¢ A. Tl/'
<br />c 3? ' L\CENSe• .9
<br />:' No. 4167
<br />Till; *
<br />i *.ISrM AOW.IOAT
<br />FLORIDA BUILDING CODE (Ml h Velocity HurAcons Zon#
<br />a am A LI -
<br />20 GAGE GALVANIZED STEEL STORM PANEL 4
<br />11
<br />DRANT m
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />"'aka
<br />L E C O
<br />CAME, `L XMI.. T
<br />HOE` ETI.I EERM COMPANY
<br />20-176
<br />e4Ra4.rn,r
<br />B Tri ,i m - ON n, ,
<br />MOTE (sa4)M-P3.5. FA%� (65F)ee..-!m
<br />r1'"
<br />I -
<br />I.v
<br />rA-am67iP
<br />,' A hill > . i'E
<br />DAI.,rO HA.
<br />#,EEL . ar to
<br />INSTALLATION
<br />DETAILS FOR REGULAR PANELS
<br />i, }
<br />1/.- HD . S/a• LOAD BIPAss BUSHING ./
<br />a e D.C.
<br />"'n
<br />li
<br />__ PMNLt LET.a>H5 LN ro 5-0' "roc ,p• o.c.
<br />UENI2 G To AIR a
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />PATH LEND" F AF TO r-B• ARP.. DR /T4-,0
<br />FDA" I PNIELWR PUNS •
<br />P2
<br />1/2' 0 RT I 1
<br />I - 1I 1/2' O. C WHE , I/2' MCI. THREADED
<br />1O HEADER FOR All LfNOIII$ V
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<br />__�
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<br />__
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<br />STATE 3/8-0
<br />_
<br />-;
<br />SCALE 3/8-1-
<br />_
<br />--4
<br />SR SCTEpAF� I
<br />SEE scHaDI.E ON s w a 1 I
<br />- Fa Ion sEPNUTON I
<br />(In'..I
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<br />I 1 ap,� NORD PLATE)
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<br />IT
<br />I 1/•' a FOR LENGTHS UP ro a'-e' Mr..
<br />YN' HAIC OR /14-10 PAKEUMAR FEMALE O OR
<br />i
<br />6EgMID P.mu"In PLUS a 12 1/2' 0. C ." I
<br />.I 1/2' La. Tt.RADFD PERTwrwN Nt
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<br />1/:. LAG IICAtK a ., oc W
<br />I I/'- - noomVD
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<br />(SEE WNEDULE ON- RATPc ..,: BLOCA BIOCA "TIC( BIDCN OLOCA •$ 91EET IS FOR •NC,101R5 15PG •SPACED FOR WSTAWIOTIS INTO R000 4#HIE BAILDNE a N ,
<br />WA1 a yea OPTION Al A T AWAY3 x PlLpvnED WJ REAR AN;%E 4.RAar ANCHOR TPM.N48 ANo wwLw EDDE DISTANCE ARE YOrAlEO oN 1H8 SCKaAE. rp. I I ED (D
<br />SHEET ,4) �� POUWm CONCRETE-� (Nt CON(NRON) To fACWnAR WSTAl1AT10N Ii NIREN(LED 6• N/A N/A N/A 6• N/A 6' N/A 6• N/A , a 2 (TOR) EA LETS 1NW NOKAIW a SCNEDME ROME ANCHOR SPFCaO BY M,110"ND L+M,NO I EO I
<br />[aM. 4EDUNCD CONCRETE MKHOHS (/ N 1' BE sTRINCTUR[� a RE4rNE0 FROM HNyDE ♦35.0. -72.0 9• 7' 9' 9' 9 9 9' 9 9• B , (PORGY) 5•-0' OR LESS srawT. 1I4 SCHEDULE by TIE rDLLownc FACTaas. Fa 11115 OPERATION O BE PossIBA>_ ! EOI - I f---.-�-.
<br />(sa E ON , - "DINS➢ SPYING OBTAINED U9W) FACTOR 9041 NOT eE LESS TWIN WNAMA SPACING L ! 1 O
<br />s,EFI t., —E ELEVATION 6' N/A N/A I N/A 6• N/A 6' N/A 6' N/A I a 2 (TOP) INDICATED Fa EACH ANCHOR TYPE A ANCHORS LEGEND = I I I WOOD O Tr t
<br />+550 -7i.0 5'-C' rU T-6"
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTAUJATION suE(�3)/32'-+' 9' 5' 9" 6' e' 7 1/2' 9' 9' 9' 1 9' (BOTTOM) oIMIDR>M vAm4• oTv.r P+n uu+� I + W T
<br />SECTION i SCALE 3/e' - I' - SECTION 2 SCALE: 3/8' - I• �I/: r® CAP ®®a' j (� ,JN Yw 6' NJA N/A I N/A 6 N/A fi N/A 6• NJA a 2 (TOP) - Fl
<br />/// GM --1- ,55 U -72.0 .7'-6' TO 8'-B• NCI M.>e. 1..aHa p,) 3 3 3 3 2 In
<br />I.. 8' 4' 9' b' ; 6' 6' 6" 6' 6' I (ROTtOM)
<br />NQTCS ON 13rE SAT', SS09N_PANf-i15IE6LINSIAUV,eLLt1N.: •AWNmANu_',r A) _ - .1 _ �` 3 > s �-.
<br />°s -1 a«r.. e•r on) 3 3 ; /2 6' c.n, ALTERNATIVE 3 ALTERNATIVE 4 U N
<br />I CAFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS' OR LAST PANTyI _ --
<br />OR AS AN MTCRIOR PANEL. (ANY PANEL LOCATION M BETWEEN END PANELS) T B .+Ti1NW1 PATWLS B (µ•EA,MR LOC1T,DIl AL�R La ■E o■103 17101811 YN• OAR //1\
<br />L GOR MDLHNT C ffWJ NS A7 BOTTOM _ .EOUMFD ( INK. T LACT THREADED
<br />PO e r N, r/ , 1 /1' V J
<br />I IFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TD RECL-AR PANELS NOT ') AAi- rs SCd1EDi,.1.t.L__,M•3(I_f - .'8:_L�._.=]_1i__' , ,n_ aT.7-
<br />_ _ _ w, MRE/AED POrt7RATd oa ■ —
<br />la-
<br />(W/ OR W/O REGULAR TRACKS.) n 2-In ._ ,/N.B.b/r LLI.Nc eRAss e,Is,aNc WJ
<br />SECTION D-8 W WMY ALSO SNP i SJr Ati FROM Or"AG}3 cAs[ I lmn a 3' RA .w a ar ANaQ APPLICABLE TO /eA_:zT,Yss Ms. a e• oR2, LIFE SAFL'Tv S70R PANEL CONSSTS OF 0039" GALVANIZED STEEL STORM PANEL. As ttS,aN uPcav _ _ sECt10Ns t a W%IMUM PANEL p ICAO- rm - o I/4.-20 PAHCLAIATE TIRE O DI, ALTERNATIVE WOOD FRAME CONDITIONS ESE ANCHOR LOCATIONS "/�/�F�PER COANPONENf �, SHEET 2 OF ORIIWING. SGAIE 3/32•-1' PResaeK TO O Lm ro Y COVlWNATHOT LENGTH -L• (fi.J 11N111111I1/IAE - 3,� -Po - -, so PiI�9 PERE RATgp OC EASI.G/T SCALE 3/r. t' W
<br />THIS PANEL ALLOWS ITSELF TO BE REMOVED ON INSTALLED FROM THENSIDE OF RATING •I.•. OF THEN UZ P A. TIC(
<br />f,I4•R, PUR NOR STUTTER` 11N0I5 NOT TITONN ra a/IITY
<br />STRUCTURE. p1HNEEN +49.2 -6T5 }• 3• A 1/2- A 1/2- 2 (BOTTOM) T-6• 08 LESS QV,,•''••,.•.•••• ✓� 'i
<br />y�.; tiyLEN WALL MOUNTING INSTALLATION .IIIHIT11
<br />3. CAFE SAFETY P REQUIRES TOP TRACK To BE COMPONENT 0a BOrtom TRACK FO YpL" �. TILLI), N ,52.e -eb.° 3• r e 4• 2 (BOTTOM) r-e- OR LESSS , 1k� A,..T( ✓,p
<br />BE CONPOF1i�T AS PER SHEET 2 OF THIS DRAWING N%, ",,........•,✓, ' ----- L ALTERNATIVE 1W �r '• S W
<br />roNPONEH)® v BE IN TALLIED WALL OR FLOOR MOUNTED FOLLOWNG SECTIONS 1 a +550 -72.0 2 T/2' 2 1/2' L' 3 ,/1' 1 (BOTTOM) 7'-8. OR LESS - No. 44167 SS a P; '`GENSEC
<br />2 ON THIS SNER, AS WELL AS DETAILS 1 a 2 ON SHEET ,.. .- ". NGENSE' ; -. SULL• 3/t' - 1' S 3: J
<br />1�:' �. �': ,55.0 -72.0 2 1/Y 2 I/2• N/A N/A 2 (BOTTOM) 7'-6' TO B'-0" __ *' : * s 2
<br />FLORIDA BUILDING CODE (High Yaloelty Nurrieene Zone - - - FLORIDA BUILDING CODf N) h Veloci Nurricons Zons NO67 - FLORIDA BUILDING CODE (High Vs1ocH Mar Icons Zone)
<br />4. Yin. LENGTH FOR COMPONENT 9D IS 15' = T so. •: * = t2020 n+eLO, .Ic , p +55.0 -72.0 N/A NJA 3' 3• 2 (BOTTOM) 7•-6• TO e'-P' •a W o20]0 nTEco. K. rP z o]OM n,[co. ,.c FP
<br />sGa SCHEDULES s SHE[R 1{OMPONENI ®ANEHORACE AT Bo7 oM s WHEN ON ? . * 20 GAGE GALVANIZED STEEL STORM PANEL owIPN a '•,9s? fCOR101 ,: �N1�' 20 GAGE GALVANIZED STEEL STORM PANEL sYWN e< DIES 's * . E 20 GAGE GALVANIZED STEEL STORY PANEL CRAW: 81
<br />COMPONENT Wv BE PERMANENT OR REMOVABLE * :. A Di--V 4� 2 r ''i, S•''•.['.-.�••• -. _. - Sj OF ��� - Z
<br />' -may=_ p7/»nOE6 S` �_ - HAne/1D30 1 ,555. -72.0 PAT ONLY VALID FOR &HL UP T Wr- A5.0 DE41GN LOADS UP 70
<br />- o , \ GLOBAL PROTECTION PRODUCTS. LLC. wtt ,p,�1 i" _. GLOBAL PROTECTION PRODUCTS, LLD. oAE: +SS s, -n.o P" AND PAKL s ,1MO N UP o e'-r FL R10 N' =- GLOBAL PROTECTION PRODUCTS, U.C. 07Jarz'0'°
<br />5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BIAIINNOS ON SHEE' !S. 9... QRLQP'• -" ;' IL ECO fNc •TTNH.M•L3r� - - IL ECO HNC - O F J DECO IMc. Z
<br />'•., pF •... \ 4eoo Sr. 51 s,ll¢* -�f \. ,Coo t.R 51 STREET z ra NET' WOOD fBAYF IXM{BTRIICTIpN' MOOD MD4B[R5 TC 9E SOUTHERN '', FF'•n••• , ' 1 \ •am s.W. " SM[T
<br />F • '' .t"..ti }TENT 1(eTIMe . rAe1Nc COY►ANY DUAL R S1TI, •! / N6 . [INOW EPoNO CafAM WNf. FL 3v,4 PIE NP. t W/ 9PFOEC aN91T' OF o.6S a ENKYL !,, 5.71 ,A,-E•A - �'�'u' TILIn 1m Ne a EIO.EERra coup AT CAW. n WIT
<br />6 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NFCESS+TY FOR rNE INSTALUT QN OF h�,, SS ON A� _ +eel .Nm.t . YI,P ANIMA, lss,)ON-Ta•5. ILL (-)s» m, 20- i 76 / ... a W_ r a BWmTL n MIr ,NoAv lss,)W-Ts•s FAT. lsa•MIo-e]s] 20-176 a,l, L. ! - .. r RfI. ,Wr... sra4a n AHr PINE psF)ew-Tus. ru: EFs.)e.R-67a7 20-176 Q
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO BANGS. AFNFII /INIYWN l +r- nRsj n-I w UPq m-Iu, Imo_DiAmovoll T+n. CNN n•-IPW ra ELAN sH-Ta• s_ 06Sw,6 N. N111 IIILMA w.. Ilmi nI-,® OLIO nI-,aw p6G
<br />G-Op0e7,P
<br />P[. 9FJi/sCNTUIK/OAR
<br />NALIFA A n3R A, PE _
<br />G-Om6I,1 U-0ma71e -r• _ Res
<br />PL 9F-ALAS101•nrlllE/MTS WMt[A A TLLn '..."'i,
<br />P, P.0 Wes ,T.,M NNIER A. IW1.R .lr- PE 4,l-,q - PE YAL/sNAAT.vK/MR
<br />.0 ] _ _ _ ,PEEN a or » I i _ RWET I. NM ]e IT «,ar _ _ _ ETHEE+ m n »
<br />SHEET N0.
<br />SH 1.1i
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