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. - .- , .- I - - - - ILL--, - U - - --- -LL - . -- . -- .- � 1 1- .1-1--, - L . - - -- -1 1 --- -- --- - - - m,, --- - L -.1- jl-J L , . . 3 ��IIIIM <br />mwmw,. <br />I p4m 4 <br />e- <br />Kw- <br />WALL AND FLOOR MOUNTING INSTALLATION FOR <br />SPUT PANELS <br />F. <br />C <br />,.F;-! J <br />I V= BAN <br />ox. <br />c wm.L <br />DO ow <br />X OR <br />RAZI MULLM SCHEDULE <br />INUT119*0 <br />,vien. <br />� �. 3,. <br />ow. <br />mm MuLLION <br />VAN, (m) <br />MEANING) law, <br />WK NISSAN" - <br />4 4,-r <br />2' . 3'� 1111' <br />4!-r 10 S*-r <br />2'. 4'. I/r <br />5,-r To r-Ir <br />r. 5'. 1/6'. <br />r-P 4* 9 114' <br />w- ter TO V-07 <br />2, . 6, <br />- " <br />%M,j <br />"OIEI* Mwl .0 will, mmx%-AND <br />LWTALLAMM - <br />SCALL. 1,4. - I- <br />XNL-maumm - <br />WALL 1/4- - I - <br />film: <br />1. INSTALLATIONS <br />V" FOR BUILDINGS WITH A.S.D. DESIGN LOADS <br />UP TO &;; "AND PA�EL�� UP TO 8'-S'. <br />1. FOR NEW WOW FRAME MK IS TO BE SOUTHERN <br />I PINE NO. 2. W/ SPECM DENS-ITY OF 0.53 OR EOUAL. I <br />TOP & BOTTOM MOUNTtNGS CAN BE <br />COMBINED IN ANY WAY TO SUR ANY <br />INSMALLAnON. <br />NOR <br />10m <br />SN Inv,= I <br />WALL At FLOW MOLWFM <br />(SECTION AT TOP 15 LIMITED TO +55-5-97.0 VAX. WALL 1/4' 1' <br />A.S.D. P E 4 1 PRESSURE RATING) <br />DWALLA31ON SEC11M A&W <br />SOOLL' 1/4- 1* <br />CONOMM Akc"on ookvm Amoco FOR �� ANCHM = 91PROJILt ON OHM 141; <br />(m mommw ow-N,� ou WOOD saw m sscmh III SHM Is <br />ow 14) & <br />14) Oew I) *IA 2/4- MA 3/4 at 4/4 2 & IW/15 r <br />Pour" <br />3w I-00, <br />PC~ CONOM <br />TL <br />f&OUM <br />r4a amm <br />somm" me polm cwuxl PAP.) I me I <br />PON Z :F = I <br />To Was <br />cm <br />IL+ <br />Do Aw" <br />CftXWAK LOCAOlOO <br />A; wo Pow" <br />14) <br />Paumom COMORKM <br />0 COkIM <br />SLOCK WALL <br />L*A 2/4. A/4- V4 am V4 2� 16/115 LIJ0.1, 9 : IW/15 <br />ON TOM msw MOT= L <br />AM W/NO UFT SAFETY PANELS .11001 OF LIFE ISEE mm 110.0" <br />1. REIKAAFt PAjall W/ OR &qVy pANft -.1 <br />NIS! W/O REOLLAR TRACKS SEE r <br />L K= LAST PAN& (D To st mmum As <br />comoom AND�m <br />scmak" on PONIX CPDOIC SHOU. <br />OW 14) POuKmD OPTION J1 STORM WS COS No 0. <br />TO K INSILALUO) Olt NWOM FROW OWE <br />OF SrOluefum <br />4) ELEVATION <br />WALL MOUfMNQ INSTALLATM AND rLOOR MOUNTING; INSTALLATION SCALE 3/32-.1, <br />SECTION I SCALE, 3/0- - I' =-Koo" SCALE 31W I' "Ar-4, ANN, GAP T ". AN. <br />aw <br />1. LIFE SAFETY $70fte PANEL CAN WE LOCATED AS AN (F.1 <br />Olt As AN KTERIOR PANEL (ANY PANEL LOCATION 0 <br />LIFE SUM PANELS WAY ON MAY NOT WE INSTALLED NXIMM <br />OR WIO OEOUIAR TRACKS.) <br />* GALVAMM SIM STORIA PANEL AS SECTION 8-8 <br />PER SHEET 2 Or DOMINION. SCALE 3/32--l' <br />2' Lrat" EmM PffaSatLr CONvKmREOO .0'030*R INIFIALLED FROM THE WSIDE Or <br />STRUCTURE Iwo <br />J LIFE SAFETY PAIC REQUIRES TOP TRACK TO K COMPONDOTCD& sornam Twom To .. ULLI <br />omwf*or. ........... <br />VVFA THIS <br />!!OVC:o0LNENT ll�: ON FLOOR MOUNTED FOLLDWR40 SECTIONS I & <br />7,05 L I & 2 ON SHEET 14. <br />FLORIDA BUILDING CODE (High Voloolly MOO no Zone) <br />SCHEDLILES J& X SHEET 14. Dom Im'. <br />4 hwio'O, vmmmw r sarm. IS arm ON dom ILUM IND. 20 ON GALVANIZED STEEL SO PANEL <br />COMPONENT MAY BE PERMANENT Olt REMOVABLE GLOBAL PROTECIM 97"Ve'"' <br />5 SEE DUALS FOR INISTALLATION INTO WOOD FANNIE BULDOM ON SHEET $5. FlOOLIM, LM <br />\&.,l 41W.Lal ~ <br />S, SEE SHEET 4 FOO DETAL APPLICABLE MTHE HEDESIOTY FOR THE INSTALLATION OF I'S PVAM CM4)=-714k mr (.)..1 20-176 <br />SPACERS AT TRACKS INSTALLED ADAW" AND BEYOND TO STUCCO/WOOD SAM NOW. -, We -- -- I <br />a* -come <br />PAL *M,4WWAUglWn W=A..M 1. PIL <br />;;6 1 SO. <br />MAXIMUM A.S.D. DESIGN FOREMK RATING (p.a.f.) AND CORRESPONDING <br />IMIMUM PANEL LENGTH "Lo SCHEDULE <br />AN -low- <br />I <br />am. <br />I" � <br />um <br />.S&A -no <br />r-r DO u:n <br />21/4- <br />UNIMM <br />I THIS) a a 7 <br />4MA -71A <br />Ir-W TO r-r m- <br />2 3/4* <br />ummia <br />I IN11115417 <br />+0�06 -mo <br />w-r To tir m- <br />a yr <br />.4" -4LO <br />If-e OR UM <br />3 112- <br />S. 9 4 10 <br />- 801.10) S/ 1/4'0-Skl* AX " A 0~ Off OWIPLAP A VOUM"OF P09L <br />MAXIMUM A-S.D. DEStGN PREMURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR <br />SPACING SCHEDULE )R REGULAR STOW PANELs ni & 0 INSTALLATIONS <br />INTO EXI:MNO CONC TIE & CONCRM KS <br />muc ONLY FEW PAmi6ja GoommAnoms is PER ownwo I rOm 7. am samrs 4 a s) <br />NOWINIAN AS, . <br />Go" <br />rrxmm <br />wow (".1) <br />wxmm mom wow PON ED. - I i/r - <br />1&0 <br />jow".j." <br />OF r�m <br />WANNIAN PONS. <br />- -,- (A.) <br />WOOD" <br />OF UP-�w <br />a"- <br />oweam paws 0 <br />prisAm P" <br />w CONDOM <br />Wl <br />CONCOM <br />abal <br />TO comam <br />ID <br />mmm <br />PAW <br />Commom <br />cimawn <br />am <br />10 "gam <br />10 <br />moom <br />am <br />1. <br />r <br />WA <br />WA <br />N/A <br />4' <br />OVA <br />r <br />8. <br />Aloh <br />(Tom <br />N/A <br />OVA <br />4` <br />r <br />I mawom) <br />r-r ow Ltu <br />OVA <br />WA <br />N/A <br />A/A <br />r <br />N/A <br />r <br />N/A <br />2 (San <br />"A <br />KA <br />N/A <br />A, <br />WA <br />w <br />A/A <br />or <br />A/A <br />2 (SNOW <br />N/A <br />4/4 <br />"/A <br />4* <br />Al/A <br />"/A <br />r <br />3 It 4 (TIM <br />an LOSS <br />r <br />WA <br />N/A <br />or <br />w <br />w <br />1. <br />Ir <br />3 DOMPON) <br />KA <br />N/A <br />N/A <br />r <br />P/A <br />4* <br />K/A <br />R/A <br />7 Cron <br />Ir <br />r <br />WA <br />N/A <br />Or <br />r <br />r <br />r <br />Ir <br />A. <br />4 A, 7 own" <br />WA <br />k/A <br />11 'Ir <br />$1/4, <br />it 1/0` <br />1,/,. <br />1/,. <br />1/1. <br />6 114e* <br />6 1/4* <br />$a *am 10 a 11 , = <br />� ANOM SPOOM <br />11. MOND ON KVMU ON= ANCHOR V4M BY k%LWLVM 01141010111 OWN 00 SOMM" OV <br />U FOLLOWING FACMW IN 14111 OPMM 10 IS PONOLL RELCO WNW OMMM OWN PPCTDO <br />SOM NOT IN LOW TWO SPACING 0100119 IN UON MOM IM AT AMMONS LMO& <br />lops <br />1/4% <br />- <br />;;CAN <br />AP - <br />m-mv <br />ig <br />1 wam�w <br />NLIP-w <br />wame"wommow <br />3 <br />1 <br />1 <br />F =I- <br />-Amm- <br />3 <br />3 <br />3 <br />1 <br />. <br />s./S <br />AN <br />lad <br />am <br />111 <br />No <br />14, ox <br />14-1 <br />LOW <br />WID <br />he <br />'7 <br />Z X= le"10/4"O.0 <br />Lown IS, To, r-w Am 9 <br />Im too" UP TO W-r 11- <br />PANSLAVOT Flau a OR <br />PUN ito 1/2- a , NINO I <br />)NWAM POdMWM Af <br />r coam ow PLm no <br />a UP To w-r NIL <br />Alm <br />1. INSTALLATIONS AM ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS <br />UPTO +55.5,-72.0 PSF AND PAPWS LENGTH UPTO V-a' <br />2. MR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN <br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL <br />UnFOR COMMINATION OF SECTIONS- <br />BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />INSTALLATION. I <br />STUDS 0 OVY <br />OVERLAP <br />21/2 * OCj <br />I <br />HOLD I. <br />No. f4167 <br />20 GAGE GALVANIZED STEEL STOW PUMA <br />ro, <br />--co-. <br />I -al <br />DRAWN W. <br />GLOBAL PROUMM PRODUCU, LLC. <br />I <br />4m to.11 Inm <br />01014. <br />aw-" w 7 A* WWWWO Mo <br />20-176 <br />OW VL 311316 <br />P"m ow)M-784% Aft "")NO -am <br />P-: we Iot-mme, Ow � go W-m <br />Oftwoom ft <br />1-11 - - <br />C...Ow" <br />. Fdlq��- �, <br />NMI Or a j <br />=&i a <br />INSTALLATION DETAILS FOR REGULAR PANELSCJ) <br />INTO EXISTING WOOD STRUCTURES <br />& (a <br />7, <br />op <br />ED <br />7 <br />mmum <br />ON. <br />ALTEIRMAIM <br />lw <br />ALTERNAIM 2w <br />SCALE 3/11-1- <br />SCALE 3Aw- <br />"'OL" 00 Beo <br />90 ON, lPkVILMN <br />TO OLASS. <br />ED <br />ED <br />I L <br />wL <br />1 11 <br />NOW <br />PA. <br />A, not <br />-6 1 <br />mum INUTTER TRACKS NUT <br />SCAll 3/5-1- <br />$How FOR CLAPOTY <br />0 31 <br />J30, lejfff' A W.1 I <br />X,01 -av's FA <br />snos IS EVENT <br />0~ <br />0. C.) <br />pallm <br />SIM, <br />.=*I <br />momom "A <br />vom <br />Or VP-W <br />QKK-w <br />I Assum Owed 0 <br />PAS <br />APPLKNOLI TO <br />on" <br />OFAUM <br />Joll.wALL <br />To <br />CONCIAll <br />To <br />C"Oftw <br />IS,= <br />To <br />Comomm <br />10 <br />Como= <br />vm <br />TO <br />Cman <br />70 <br />CPCNM <br />am <br />10 <br />10 <br />mcommoom <br />To <br />70 <br />I SLOOK <br />6 <br />VANN <br />mm <br />+55.0. -72.0 <br />1. <br />N/A <br />N/A <br />N/A <br />r <br />N/A <br />IF <br />N/A <br />11- <br />1 N/A <br />I SO 2 (TOP) <br />r-w OR LOS <br />-r <br />_7 <br />I (BOTTOM) <br />+55.0 -n.0 <br />8. <br />N/A <br />NIA <br />N/A <br />1. <br />N/A <br />C <br />- <br />N/A <br />_ <br />r <br />N/A <br />1 0 2 (TOP) <br />>51-O' TO r-al <br />1. <br />1. <br />9, <br />1. <br />r <br />7 1/2, <br />ol <br />9. <br />1 (SOTTOM) <br />+55.0 -72.0 <br />1 <br />A <br />��A <br />IA <br />N/A <br />l* <br />9' <br />N/A <br />71-C to r <br />VAWAW A" <br />PENN <br />OWIWA*r�FWMWWN" <br />ZzMa <br />=W, <br />=!z i <br />o, THEM <br />-Milau. <br />+40.2 -WIS <br />3. <br />4 1/2' <br />2 (BOTTOM) <br />7'-G" ON LEN <br />+aA -4wo <br />3- 3. <br />4- <br />4- <br />2 (BOTTOM) <br />r-1. <br />+55.0 �72.0 <br />2 1/2- 2 1/2* <br />4- <br />3 1/2- <br />2 (BOTTOM) <br />'r-f, opt LESS <br />+35.0 -72.0 <br />2 1/2* 2 1/2' <br />N/A <br />WA <br />2 (BOTTOM) <br />).7b-r To W-W <br />1+55.0 72�; <br />1 N/A N/A <br />3- <br />r <br />2 (WITOM) <br />r-f- TO 8--m- <br />ALTERNATE <br />LOCATION <br />AT END PANEL <br />0 <br />4 1 $IS sm <br />J ScNNjj Ll SCHOULI <br />i �-3-- is Pan 02 FOR r- <br />L ANCHOR <br />MMW%CM <br />m" <br />DETAIL 2 - FLOOR M(XJNTING INSTALLATI TO SCHEDULE 2) <br />WALL 3/ir - I I <br />MAXIMUM A.S.D. DESIGN FOR URE RATING 41t.m.f.) AND CORRESPONDIN <br />MAXIMUM PANEL LENGTH "L" SCHFDULF <br />-*�L) <br />New <br />�066 -no <br />I r-ar I <br />= UNITY It FOO! ANCHONS INN a VACANT PON INSIALLOOKoll WIC OWNS) PAWN: NOUSNI, <br />UNNO no" SPOCOWN om INDIANA KM � Am INNICAND ON Wo SWAMML FOR <br />m Low Sell mmm of mmu mn 100,101 "am ON WILI"Ym WAOW <br />INDSO, ON SCMUU IN W FCUO" "VM. PON IOWA OMMOM 30 K POSSIBLE <br />IUU= SPAWN aumn us" FACTOR am ANY SO us INN WAWA w�=0 <br />some MR PAN mW*ION TYK Ar ODOM tmpa <br />AM= m <br />1/00 <br />1 1/06 <br />vim <br />Aft no" SPIN* Ohl <br />3 <br />3 <br />1 1/2 <br />-== M t <br />3 <br />3 <br />s <br />SKI <br />3 <br />momm. m fen mmm <br />Now <br />2% <br />ME <br />ANNIE, ONLY Me PAMM-Stl')& fZMWMIA3� AS PER INCTIONS I TAM 10. ON SHIM 4. A, & 61 <br />VANOW <br />ASA Dow <br />�M ANIONS OPINION PON LAL - 3 I1r - <br />APPLOW TO <br />f <br />UPCON <br />or UP-W <br />wommot rum ID <br />Patuga PLUS <br />su <br />MISSION <br />AWAND <br />(P.O.) <br />70 OONORM <br />in <br />SLOW <br />To CONCOM <br />To <br />Km <br />10 CONCAM <br />To <br />Cl= <br />To CONDOM <br />To <br />CONOM <br />@I= <br />TO CONDOM <br />To <br />ILOCK <br />TO CONCOM <br />To <br />cal"m <br />mum <br />Aw MMWCN <br />OF row <br />wom -V (00 <br />1. <br />N/A <br />NUA <br />N/A <br />1. <br />N/A <br />9- <br />N/A <br />1. <br />N/A <br />N/A <br />N/A <br />I crom <br />6" <br />A- <br />N/A <br />N/A <br />6* <br />1. <br />1. <br />1. <br />r <br />B. <br />NIA <br />N/A <br />I (Norrolm)- <br />6. <br />N/A <br />N/A <br />N/A <br />N/A <br />1. <br />N/A <br />a, <br />MIA <br />N/A <br />N/A <br />2 (TOP) <br />G* <br />N/A <br />N/A <br />N/A <br />Sr" <br />N/A <br />3- <br />N/A <br />51 <br />NIA <br />N/A <br />N/A <br />2 (morrm) <br />50.5, -72.0 <br />N/A <br />N/A <br />N/A <br />1. <br />N/A <br />1. <br />N/A <br />1. <br />N/A <br />N/A <br />N/A <br />3 At 4 (TOP) <br />TO IF-r <br />OR LESS <br />1. <br />4- <br />N/A <br />N/A <br />a <br />6 <br />6 <br />6' <br />N/A <br />N/A <br />N/A <br />kN/A <br />Ir <br />K/A <br />V <br />NIA <br />N/A <br />N/A <br />7 (TOP) <br />1. <br />4- <br />N/A <br />N/A <br />1. <br />1. <br />1. <br />1. <br />1. <br />1. <br />N/A <br />N/A <br />4 & 7 (NOTION) <br />N/A <br />N/A <br />12 1/2- <br />61/4- <br />12 1/2- <br />5 ?/A- <br />6 1/4' <br />61/4- <br />6 1/4- <br />6 1/4- <br />N/A <br />N/A <br />5 (w/sonam) <br />+90,0, -53J <br />N/A <br />K/A <br />12 1/2- <br />6 1/4- <br />1 12 1/2* <br />6 1/4' <br />, <br />4 1/4- <br />6 1/4' <br />6 1/4' <br />N/A <br />N/A <br />6 (TOP/lOT11010) <br />W-S' TO 1 77 <br />2- <br />+OLD. -72.0 <br />N/A <br />N/A <br />61/4- <br />N/A <br />51/4- <br />N/A <br />6 1/4- <br />6 1/4- <br />6 1/4' <br />61/4- <br />N/A <br />N/A <br />6 CYOP/lOrrOM) <br />W-S* TO <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 />6 1/4' <br />6 1/4- <br />a. 9. 10 c"). <br />+43A -40,0 <br />6. <br />4. <br />N/A <br />N/A <br />N/A <br />N/A <br />141A <br />W/A <br />S- <br />6 1/4' <br />6 1/4' <br />8 (BOTTOM) <br />an LESS <br />1. <br />N/A <br />N/A <br />W/A <br />N/A <br />N/A <br />__!LA_+ <br />1. 1 <br />8 1/4- <br />6 1/4' <br />- <br />9 (BOTTOM) <br />OR LESS <br />rN/A -1 <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 t/4_ 1 <br />6 1/4 <br />10 <br />$IS BOOM 14 11 AND 1 0 ANCHOPS TYK A SPAWN MR 81511ALLANDING INTO WOOD POOR INALAWIS, <br />a PC <br />MUNN ANCHOR OPACIANO NO MONSOON VOK DOOM AN MOWD ON INS INNIVAL MR LIL LESS <br />THAN INWOOD ON SONNIAM WISKM ANCHOR TIPNONQ BY NlATftYNQ WOOS 000 ON SMIDDLAS BY <br />THE FOLLOWING FACTORS FOR " MENTION 10 K MORL ISIONIM WV404 09Lm UBM FACTOR <br />SNALL NOT IS LOSS THAN MUMN SPOCS4 21000410 FOR CAM ANCOM rft AT MOM aMM <br />ASPIRIN THIS <br />1/4'. <br />OPINION <br />11,61. <br />OF W�OW <br />114% <br />Ile. <br />I/ro <br />a" a <br />1/4'. <br />saii�-M <br />AN, Ammom Woo 00 <br />3 <br />3 <br />1 <br />'/, <br />I <br />-NOW. <br />3 <br />3 <br />3 <br />3 <br />1 <br />ro" nNo 8.) <br />3 <br />$1/2 <br />31M <br />AMA u am" <br />_3 <br />IF A -1110 <br />0 <br />.35 <br />2 Ils- <br />- <br />r <br />140 <br />'AD <br />- <br />1 140 <br />LOS <br />F/** <br />To <br />IV <br />: 74 UK I! <br />Va. PANEL L04M <br />cm NOTE 1) <br />I <br />OF 'L* <br />OW"o <br />4 I/e OIL <br />- -, - - --A <br />PANDLIAN PM <br />ID, <br />" or PLATE <br />AT MENINTIN OF P <br />pawl 11211 Do," Anm DIREM MOUNT NOW INSTALLATION <br />miffale. AO 1�3 1 W <br />mm <br />1. INSTALLATIONS FOR ALTERNATIVES &W. SIN & IOW ONLY VALID FOR <br />WOLOOODS WITH AS.O. DESIGN I UP TO +43A -46LO p.s.f. AND <br />PAINOWS LENGTH UPTO 12*-4" <br />L FOR NEW WOOD FRAME CONSTRUCTIOW. WOOD MEMBERS TO BE 9011THERN <br />PINE NO. 2. W1 SPECIFIC DENSITY OF 0.55 OR EWAL <br />acTumm, I <br />I t:== CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />U7w :.. wlr"-" I <br />. ... ..... . <br />beer nw <br />m- PAN& Loom <br />MAO <br />KTION AT <br />rm OF PLAT[ <br />7 <br />J <br />JERNATIVE I <br />RNATIVE <br />q4l- VACPW <br />Yo <br />ED <br />90 <br />P <br />ED <br />loca PLAN: <br />ALTERNATIVE <br />3 ALTERNATIVE-4 <br />:/12= 0,, co <br />ALTERNATIVE <br />WOOD FRAME CONDITIONS <br />A ANCHOR LOCATION <br />/4 0 mnm PEW" a an <br />Pun a or Olt <br />powwwwom To I=U <br />IWAk 3M - V <br />PLAIR "m . swm TWIM I'm swm FOO, CLONOY <br />WALL MOUNTING INSTALLATION <br />ALTERNATIVE I W <br />WORLD Aw - V <br />Am <br />1. OWPLL~ am OKY V" To BUILDINGS OWN ASA <br />+55"1, -nd Am me pows LOSSH UP To 0--r. <br />2. IN We WOOD Z&CC� <br />or OW MW 10 K SMITHSON <br />Me AN, 2, W/ 0, <br />cn <br />-cu <br />> <br />2 <br />a) <br />o <br />2 <br />M <br />cu <br />.6-0 <br />0 <br />-0 <br />CD <br />cn <br />0 <br />2 <br />0 <br />0 <br />u- <br />0 <br />> <br />cn <br />(D <br />(n <br />E <br />cu <br />L- <br />2 <br />CL <br />ca. <br />< <br />z <br />z <br />w <br />mi <br />> <br />0 <br />C:) <br />0 <br />2 <br />a <br />c1l) <br />C) C14 <br />00 X <br />LL- <br />-00 <br />c <br />No <br />ml <br />-c� <br />fm <br />cl, <br />-c < <br />> <br />;> <br />a) m <br />Q) <br />(LLD) <br />> - <br />0--a <br />F <br />-M <br />c: <br />r)00 <br />:3 <br />U <br />0 <br />Lij <br />C/) <br />0) <br />uj <br />co <br />2 L.- <br />0- <br />CL <br />"No <br />0 <br />L.- <br />cf) <br />cu <br />m <br />SHEET NO. <br />SH 1 .1, <br />