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14024 SW 72ND AVENUE ----- -- - ---- - - -- ---------------- ------------- a LOADING DOCK Fli �p rvEwL' I.vcLo>Ec -:R� SHOP NO.! - o z T T OFF. OF. OF, DA. —/ �•.; YI —r--�— - OPEN OPR LOBBY uP UP 67M RAMP DOW A' ETM el EAK Q C V Z < I W H NEW ADDITION p I 7) � T 0 L I UP i 0 Q .. 1 - 1 I 1 J Z I �Y I Z� E oR J _J w i SHOP NO. I W Z I 1 Z 0 � z DQ F Z UI z i c p I G w I I I a i i w I i Y 3 N n n I EXISTMG COVERED /UAE AIQA WE VD' PLANE SHEET'ER-1 FOR EXISTING BUILDING REMODEL FIRST FLOOR PLAN I Z 'I BNoP CITY OF TPWO oPeti oFcc.E ELOW1 -bACCro 21 .,..._. .. X EN AL. B6/O q/—GC14Z__ F1'L/ O 9BeIo OPEN TO B�[LOW�&sv as'cE Jobey _oB e: -zOFFICE WTUALATIN VALLEY FIA!MtgSNAL OFFICE ^,APPROVED. . . . . . . . . . . . 1l/CONDITIONALLY APPDO66:D .. .. ..� W APPPOWI••. PlAN319 NO1 If11F.. .. ...OF j Ali OM'Ai'UN9 pa rygliFpxi! _/� � STTDLETTE ... .. ..❑ V—`7(_/, 6F uj 3-15-9I p�'Nr�D SCALE PPO,. N/ °"r+ ' SECOND FLOOR PLAN MAR I b'FI'-O' ©gas uuxl IJ91 oxnxN cxLDlEn wb•.v u" M`�+kR1Q�.I�p"� F3GL viYFl NC V.MC PLOT DATES 1 O>{OEN—I lABAEI - 956 EX n bre.--"' I Ih I I 1 I I I I I I I II'gIIIp I1PIPl glllllllh�lll�fll 11 illTll ll'IPIY��IPpI. IIIIIIIIII IiII II PI'1111111q IIIliIIIIlI I1pI1 8111 UIgIIg11I I111p Iglltlllq llld�glllu 1 1 `� MTE; If TNI6 NIOIOF ILMED I 2 3 4 5 e 7 8 8 iF0 11 12 NNISµlWTlpr 1T I3 OY !R1µ LIE pNLITY OF TIE MlOt" _ - OPNIINi' OC 62 62 1192 SZ F[ CZ 22 12 02 61 BI LI 81 SI V, i1 'I II 01 6 6 1 630X n111111AuBII11BII W ib011un11: IIIwbIIIIIN11mllnulunllmLuixubm�nilluullllllllll�llllllln�lullnllnlllyllllPllllll111111 W IIIIIIII1111111111�11111111�II11111111111�11611WIAlI�I1111PI111111111111111111W W61N11116�IIIIWIIUIIIIIIIIIIIIIWIIIII DECEMBElt 19 1991 -- - -- - _ AIR I T �— OFF, t� z NEW 2 x 4 STUDS AT Ib' O . WITH O 5!8' TYPE 'X' GYP. BD. E. GH SIDE S ICN FINISH WITH ADJACE 14T W REMOVE WALL- AS SHOWN SURFACES, APPLY METAL IDING EXTERIOR TO MATCH EXIST. TO ACCESS SPACE BEHIND STAIRS VERIFY THAT EXISTING WA L. 18 ONE HOUR - IF NOT THEN APPLY 5/8' TYPE 'X'GYP. 150.EACH SIDE AND AL IGWITH ADJACENT REMOVE E)-16T. WINDOW AND INFILL SURFACES.FINISH TO A H EXISTING WITH 2 X STUDS AS REQUIRED TO LOADI`JG DOCK ALIGN WITH EXIST ADJACENT SHOP OPEN OFFICE SURFACES. APPLY 5/8' TYPE 'x' \' - NO. 2 GYP, Bp. 10 EACH SIDE OF NEW STUDS DN BELOW AND FINISH WITH MATERIAL TO �. ! MATCH EXISTING -REMOVE EXISTING o DOOR AND ATCH - ALL SURFAGEB TO MATCH EX18TING A ' 4 9 QI ADJACENTS SURFACES.FOR NEW OPENING ' Elt• i �� t-_- U USE 5/8' TPE 'X' GYP. B . IN CORRIDOR Yp < _ --" -- SHOP NO. 3 O VERIFY LOCATION OF 4',®' 1 T At O Y - WINDOW PRIOR TO OPEN TO BELOW - _— _ II' . 6'-b' CONSTRUCTION ,� 8 R AT 6 1/8' 4'-1' Z '✓ERIFY DIFFERENCE IN FLOOR ELEvATICxJB I VERIFY LOCATION OF A/C UNIT�- ��L f NEW 2 x 4 STUDS AT 16' O/C. WITH tp AND MOVE AS REQUIRED FOR OFFICE 5/8' TYPE 'x'GYP. BD. EACH SIDE •���!If LOCATION OF NEW LUALKWAY ALIGN FINISH WITH ADJACENT ON. REMOVE EXISTING WALL AS SURFACES i REQUIRED TO INSTALL NEW or .VEST. 3'-0' X T-©' J CpOR IN NEW FRAME _rJIZ��/ M• LVO J_V4, TOILET TOILET OFFICE OFFICE OFFICE LINE OF BALCONY -- ABOVE IDN OFFICE STORAGE l- - -UP � r� w I i I I VEST - - ------ Z �_JI 1 ^ OPEN O�!GE SHOP NO. 2 / E _ 1 11 ON. L O U. Q EXISTING WALLS TO REMAIN REMOVE EXISTING WINDOWS '" � � /3'-®'MIN. - t EXISTING WALLS TO B_ REMOVED AND WALL AFTER NEW ADDITION LO6BY l UP --'--- IS COMPLETE. PATCH ALL EXISTING Q REMOVE EXISTING WADS 1 SURFACES AND FINISHES TO MATCH "I AS SHOWN TO ALLOW FOR R* J 0 �2 X 4 STUDS AT Ib' ON CENTER WITP 5/8' GYP-BOARD ExISTING ADJACENT SURFACES. 1° UP A 3'-0' MIN. PASSAGE. PATCH 1�1 TO EXISTING WADS TO MATCH -- NEW 3'-0' Y- 1'-0' 04 HALL EACH SIDE. TYPE 'X'GYP. BD. WHERE NOTED III HM. 20 MIN. DOOR IN ' Ili ADJACENT SURFACES j I m -- NEW 2 X 4 STUD WALL NEW GOl1NTER— w , _ __VERIFY LO ATION OF I W Z ;EXISTING 2 X 4 ����►'EtRbA�� r WITH 5/8' TYPE ')0 I W N �Gl�ry NOTES, MATCH EXISTING GYP. BD. EACH SIDE I W w RAILING TO REMAIN u1 '1 --> - TNIB WALL PRIOR 70 �J REMOVE EXISTING WALLS AND WINDOWS it l J CONSTRUCTION RAMP DOWN 4' j _j Z I. FIELD VERIFY ALL CIMENSIONS AND LOCATIONS PRIOR 70 CONSTRUCTION. w UP TO EXISTING HORIZ. MULLION VERIFY �_''-�' '' 9TOR _ .NEW Z X 4WD. STUDS STORAGE G � PRIOR TO CONSTRUCTION �.___----- I AT I6' 0/C. WITH 5/8' GYP. 2. ONE HOUR CORRIDOR SHOULD HAVE 5/8' TYPE 'X'GYPSUM BOARD 'll I W Z BD. EACH SIDE I Q EACH BIDE OF STUDS AND ALL 20 MIN. DOORS VERIFY" THAT EXISTIIG ,,, LL ,EXISTING DOOR y O /1r (� < CONDITIONS MEET THIS, IF NOT INSTALL MATERIALS AS REQUIRED TO ° BREAKROOM BELOW WINDOWS w r p MAKE ONE HOUR CO%.,<IDOR. EXISTING TUBE STEEL J a / r f 7 U) STOR 3. INSTALL ALL NEW HOLLOW METAL DOORS 1N HOLLOW METAL FRAMES. COLUMNS TO REMAIN ,❑ v Y I ` Z w VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION ====_'-=�='-===-==E==0 _ r RELOCATED EXISTING V 4. PROVIDE SHORING TO SECOND FLOOR WHERE NEW BEAMS AND COLUMNS DOOR IN NEW WALL wZ ARE BEING INSTALLED. CONTRACTOR RESPONSIBLE FOR AL:.- BROKING REMOVE EXISTING WINDOWS , DURING CONSTRUCTION. RELOCATE TO NEW WALL Q AND WALL AFTER NEW ADDITION 5. INSTALL NEW HEADERS ABOVE NEW DOOR - DOUBLE 2 X 8 'S MIN. IS COMPLETE. PATCH ALL EXISTING DN. J AND TRIPLE 2 X 8 'S WHERE POSSIBLE. NEW ADDITION` SURFACES AND FINISHES TO MATCH J EXISTING ADJACENT SURFACES. I b. MOVE ALL ELECTRICAL OUTLETS, SWITCHES AND FIXTURES AS REQUIRED FOR NEW WALL LOCATIONS AND REINSTALL TO MATCH EXISTING, TOILET MI 1. PROVIDE ALL BROKING AS REQUIRED DURING REMOVAL OF ANY EXISTING EXIST. 6 x 4WD. POST M WALLS. CONTRACTOR RESPONSIBLE FOR SHORING DURING CONSTRUCTION. SECOND FLOOR PLAN i TO REMAIN t 8. INFILL ALL EXISTING WALLS AS SHOWN ON PLANS t0 MATCH E'�(18TING UP i/8'•I'-a' ADJACENT SURFACES AND FINISHES. ALIGN WITH ADJACENT SURFACES �EXISTR46% b x 7 HEADER AS REQUIRED, 1 TO REMAIN 9. CUT OUT EXISTING GONG.BLAB TO ALLOW FOR NEW FOOTING TO Ar_ i BE INSTALLED. INFILL WITH CONIC. AFTER FOOTINGS AND COLUMNS ARE NEW I'-I©' X I'-10' X 12' IN:TALLED AND SET. SEE DETAIL FOR ADDITIONAL INFORMATION. r -i FOOTING UNREINFORCED -1 S SEE GENERAL NOTES 10. PROVIDE SHORING AT WALL BETWEEN NEW ADDITION AND EXISTING ANDDETAIL FOR ADD'L. INFO.BUILDING DURING REMOVAL OF WALL. INSTAL L NEW FINISHES TO MATCH C-4RIAND THAT THERE 15 AN EXISTING EXISTING ADJACENT SURFACES. DO NOT REMOVE VERTICAL MULLIONS AS RI COLUMN THIS LOCATION - IF THERE IS SBOl11lJ ON PLAN, REMOVE IT AND INSTALL NEW t8. COLUMN ALL PLANS 11, ATTACH NEW STUD WALLS AT BOTTOM TO EXISTING CONC.SLAB WITH FIRST FLOOR PLAN 3/4' PARAISOLT8 AT 48' O/C_ PROVIDE BNG RACIAT TOP OF ALL NEW x - REMOVE EXISTING WALLS THIS LOCATION STUD WALLS TO ADJACENT EXISTING FRAMING AT 8'-0' O/C.MAX. I'8'•I'-0' M STOWZxE AND INSTALL NEW COLUMNS AND BEAS e FOR SUPPORT OF SECOND FLOOR AS (I LA NOTED ERI SHOP NO. I INSTALL NEW 3'-0' X 1'-0' HM. DOOR 4 IN NEW FRAME. PATCH EXISTING FINISHES ILII 15 RLQUIRED TO MATCH EXISTING I ERI ERi A7FOOTRJG NEW 4' X 4' X 3116' TUBE STEEL AT BEAM COLUMNS TYP. OF (2) f I 1106 Ss. e• � i I � OL VERI"ONDI ALL PRIOR EKa �-- -In' BEARING PLATE WITH 4- IR' DIA CONDITIONS PRIOR TO 3116 _ j DRILLED ANCHOR BOLTS (PARABOLTB I / CONSTRUCTION IF THERE IS OR EQUAL) TS COLUMN - SEE PLAN ENGINEER PRIORNT TO PROCEEDING EXISTING FRAMING TO LL ® ® _ - ��TION NOTIFY �REMAIN - VERIFY SIZE -�-� SIZE AND LOCATION - ff- 30 EXISTING FRAMING 13 X 14'5 A'GUT OUT EXISTING FOR COLUMN. FILL -Ib A.G. DUILDING PAPER AROUND REMAIN - VERIAFTER FOOTING ANDDC COLUMN IS PLACED. PROVIDE EXISTING FRAMING SHORINGLNTIL 11' O/C. VERIFY) TO REMAIN - PROVIDE NEW -.NOTCH GLU-LAM. BEAMFt ® I COLUMN TO I' ABOVE FLOOR AND TRIM AND LOCATION Air- ARE INSTALLEDBEAM AND AS REQUIRED TO ALLOW FLUSH WITH FLOOR AFTER PLACING 8' 8' FOR EXISTING HEADER Z CONCRETE. 1 IR' --- PROVIDE NEW FINISHES TO MATCH ExISI I� TO SIT IN NOTCH j NEW GLU-LAM BEAM l PROVIDE NEW 1/•1' WD �-S 2✓ I !� I 1. _,�-_._. - - � - SEE PLAN INSTALL NEWFINISBES • �_ W - BEAMMEADERPLATE EACH DCONN. /COMPACTED SAND OR EXISTING b x T HEADER • -• C TO MATCH EXISTING • WITH (b) Ibd EACH 4iIDE GRAVEL BACKFILL_. DO - t0 REMAIN - C ll5 o sa �� I p ooh / NOT FILL WITH CONCRETE. - —_ EXISTING 4 x b WE) POST - - - _ -BTL. PLATES AT COLUMN TO REMAIN -��- -- 01) S -I/4' SIDE PLATES WITH BEYOND BEE DETAIL �D 2- 3!4' DIA. BOLTS - - I/4' SIDE PLATES WITH UNREINFORGED FOOTING I T -_ I 2•• 3/4' DIA. BOLTS - C'ATF I I _ ; ; I --NEW 78. COLUMN I 3-15-91 1 ' 3/4' X BEAM WIDTH PLUS I BEYOND L i I I ' � - :�1s' x F' BEAM WIDTH ' US ' I SCALE PROD. N0. 0'-I' BEARING PLATE it 0'-I' BEARING PLATE i i I/4 A. I I I ' ' � - --LINE OF EXISTING WALL I I x11—©' 0'149 , 1 L I I PRAWN CHECKED TO BE REMOVED SEE PLAN �e 'I BG L 1/4 I -_TS. COLUMN - BEE PLAN T.B. COLUMN - SEE PLAN I I 1/4 SHEET NO t 1 FOyTI C SECTION BEAM AT COLUMN 3 BEAM SECTION SEAMS AT COLUMN pEtl I' I'-p' DET3 I' I'-0' ' ' VLMK 3/13/1991 - 15:56 l R R DE72 I' � 1-0' >_+� � T R� DET4 I . I-O 0%49LFt-I 3/15 991`09 DA-ES ER OF I111IIII�IIIIiIi�ill�ilil�IiliII�11111II�11lIIllJill llllllll1yII�IIIIIII�IIIIIIITIylllll1ll .IIII�III'IIIIIIIIIIIIIIIIIIIII1111111I11lIiIlIIIlIi111l1iIi1111111111IIIlIi11�I1fI1111111I111111) NOTE: IF THIS MICROFILMEl1 I 2 3 4____ rJ • 8 7 8 9 1a0 I I 12 DRAWII4; IS LESS CLEAR THAN THIS NOTICE, TT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. -- 0E 62 Be LZ 9? sZ 111112 EZ 72 Iz 0? 51 BI J.I 91 51 1p el ZI 11 01 6 9 1 9 s b E Z i"•'"' 13 O :K it'I,11IIli111lififIII IIIIIIIll 1111i1fIll i11111111111111110111f�f11111M1�lIN{uttINIIIIIIIINIIIIIIllil11�1111I111111mIli I IIIIIIIIII11'IIIIIIithiIll I1111Ill IIIIIIIIll III if1111111ifIdIIifIIIII�IIIi11111�11i111111�1111III fill III II-Ill ififIfill 11U111WC111I1111�1111�U11�UIII1111�IIIIIIIU�III1 I'DECEMBEh r � 9 1991 NEW METAL 'ROOFING OVER 30 • BUILDING PAPER , 3/4' PLYWOOD SHEATHING AND 2 X to FRAMING AT 16' O/C WITH 5/8' TYPE 'X'GYP. BU. CEILING AND R-30 INSULATION u, SLOPE NEW ROOF OVER NEW WALKWAY Ln D I/4' PER FOOT TO ONE SIDE - PROVIDE S 24 G4 G.I.FLASHING EACH SIDE AND 1Y AGAINST EXISTING BUILDING TO MAKE WATERTIGHT --REMOVE EXISTING WALL EXISTING FRAMING TO REMAIN REQUIRED FOR INSTALLATION FXISTING FRAMING TO REMAIN,-- FY VERISLOPE AND ALL. CLEARANCES ExIgTING FRAMING TO REMAIN OF W WA 1 I O 1 I F NEW FRAMING vERIFY ALL. SIZES AND LOCATIONS\ j 3i4' NLYWOOG RISER FINISH AS PER OWNER SELECTION r< Al ---- �� SIMPSON 'A36' 1 1 NEW 5CLIPS TYP. '8' TYPp' GYP BD.-- I � � I Q iT tJ r'. EACH SIDE OF E.W WALL � �'--- —'--.---------.--__—__-- t _ ) 4---- �- I NEW : x HEADER ABOVE DOOR NEW : X 10'S AT 12' O/C IN51ALL NEW R-30 INSUL. BETWEEN REMOVE EXISTING FILING AND PATCH ALL EXISTING SURFACES ' BUILDINGS TYP \ t AF;ECTED BY REMOVAL OF I )77 O b' b TREADS AT II' . D'-b' b' / INSTALL NEW GYP BD. GE ILING A8 EXISTING WALL, MATCH EXISTING _ -NEW 2 x I0'9 AT 12' O/C. Z - --- - NOTED ABOVE - VERIFY FRAMING SIZE 1 r' AND LOCATION. IF THEIR 16 AN WITH 3/4' PLl-WOOD SHEATHING 7 SUBFLOOR GLUE ALL EDGES t i UNUSUAL CONDITION NOTIFY r AT ALL SUPPORTS TTP. 1 -- — --NEW 26 MIN, HM. DOOR IN ENGINEER PRIOR TO PROCEEDING REMOVE EXISTING WALLS AS REQUIRED-_ --- 1 NEW HM.FRAME FOR INSTALLATION OF NEW WALKWAY \ I NEW 3/4' PLYWOOD SHEATHING 1 1 rT--------n------ --� ---- �, -�r------ -� --------ter---------n----------r.--- --�T--- NEW DBL. 2 X TOP PLACES - AND 5/8' WR.GYP. BD. PATCH SURFACES TO MATCH EXISTING ' 1 � 1 1 1 1 1 1 �i l I 11 �1 �� I I +e- SURFACES. FINISH TO I I I ♦ L---—----LI_—_ - __ _J ——____—_J 1. _J—------—— MATCH —_—_—___ -----——- _______LJ-—--- ADJACENT MATCH EXISTING 1 I 1 1 1 1 PROVIDE SEALANT AT CORNERS �� •t r 1 I I 1 AND EDGES TO !'LAKE NEW WALKW.IT' WATER TIGHT 3 4, QC 1 1 I \�M. Lpi>� EXISTING FRAMING TO REMAIN 1 ' �f ' VERIFT SIZE AND LOCATION\ ' ' I 1 i i 1 1 NEW ONE HOUR CORRIDOR EXISTING LALL TO REMAIN 2 X BLOCKING -! ! REMOVE EXISTING D�IOR \ AND PATCH NEW OPENING Q M TO MATCH EXISTING 1 EDGE SECTION C� in 1 t f NEW 4' 1IRUBBER BASE DET5 I'-0' Z W 04 TYPICAL N i in Z-11 0 N Q v 2 • r NEIJ STL. RAILING BRACKETS J PROVIDE NEI'J R-30 INSUL. ER2 ERZ '� 1 - 1' 4,-0, O/C. MAX. \ `v n BETWEEN BUILDING UNDER ,p Y O� NEW WALKWAY 3 \ ER2 .' 6' RETURN TYP. NEW Irl' UIQ STEEL Z z 1//RAILING TYP. EACH W 0AF0 ' SIDE OF STAIRS W W LSI 1 2'-10' ABOVE: NOSING TYP, J J w W (� rEXIST-- p To __J REMAIINN VERIFYNG A L SIZES JCL NEW 2 X 6'S AT I2' O/C. , --� AND LOCATIONS WITH 3/4' PLYWOOD SHEATHING II Z U Z w SET ON NEW 2 x 6 LEDGER\ TREAD G( D EACH SIDE OF STAIR - ATTACH i NEW 2 X 10 STRINGERS EACH SIDE JF STARS LEDGER TO STUDS WITH 16d NAILS > 8 � I WITH 2 X 12 TREADS AND 3/4' PLYWOOD RISERS Q /✓ EXISTING WALLS TO REMAIN TYPICAL A J VERIFY SIZES - ---- _ -r\. r Y I 2 X 12 TREADS TTP. I r , 7 _ `\ LINE OF EXISTING STAIRS BF''ONr) TO REMAIN PO 3/4' PLYWOOD 0) k ` NEW 2 X 10 HEADER i \� = RISERS TYP. APPLY FINISH M - I -- MATERIAL AS PER OWNER --LINE OF EXIS*tINC HANDRAILS SELECTION BEYOND TO REMAIN NEW 2 X 12 STRINGER r - - EACH SIDE OF STAIR NAIL TO STUD WALL WITH 16d NAILS TYP. 2 STAIR AT TOP NEW WALKWAY SECTION VERH "IHATSTI�WA ALL 9 ONE HOUR IF NOT APF I 5/8' TYPE 'X' GTP. BD. fes? TO FACE OF EXISTING WALL NEW 2 X 4 STUDS AT I6' O/C. /WITH 5/8' TYPE 'X.' GYP. BD. EACH SIDE w •,(� NEW 3/4' RISERS TYF, 2 X BLOCKING TYP. NEW 2 x 12 TREADS T—P. I I NEW 2X 6 LEDGERS- TYPICAL EACH SIDE NAIL TO WALL WITH I6d NAILS NEW GYP. Bp. TO GO DOWN To)FLOOR TYPICAL BOTH SIDES A'-0' CLEAR REMOVE GYP. BD. AS REQUIRED/ TO INSTALL NEW 2 x BLOCKING NSTALL NEW 5/8' TYPE 'X' GYP. BEFORE INSTAL-!NG STAIR DOWN TO FLOOR STAIR SECTION o R 7 DETT I' . I'-0' V I ul w , DATE 3-15-91 SCALE FROJ, NO. NOTED 0*14y DRAWN (;HFCKEb E53 L SHEFT NO VLMK PLOT DATES: 3/15/1991 - 9:32 3/15/1991 - 12:28 O'49FR-'l 3/15/1991 - !2:33 . EfR 2 qF 1 . ..j ..,.�:,....... ......,...,... ,:..1 � .;,�...,. ... . ,.: .... .. - -- AiLI.S L..�m,i ._-y.,l,.....+__ nv.•kiw oa la lAftw+ ... -. "°�I71YIA r„eenr+m A*w"-»..,,mn+W6 .- r I11.1I III 1 Irl 11111 IIIIIII 1111111 1111111 Jill 1111111 �IIII�I 111'11111 111111) 111111r 1111111 1111111 1 1 1 1 IIIA A 1 VIII A IIIIIII 111111111111111 I ' I I I I I I 1 I � 1 ► I � I 1 I I I ,I NOTE: IF THIS MICROFILMED I 2 3 4 5—� 7 - 8 9 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF Tif ORIGINAL DRAW 1146. OE 62 82 12 92 s2 AZ EZ ZZ 1? 02 41 81 LI 91 51 bl EI 21 11 01 6 9 L 9 SIb EI 2� 1 ,H1111111HHIIIIIIunlnnhulluHIN11111111111111111+11INInHIH►1lnnlnnlunl111111111II11111111�111111111111N1111111111111111'I�IIIII11111111111111111DIII111111111111111111LIIIIIIIII111111IIIIIIIIIIIIIIIIIIt111IIlIll1111111111111111111111111171111111111111111111IIlIIIIIII111111111UIIIN D-OCEMBE�h, 19 1991 9 o gY VERIFY THAT EXISTING UP DOOR IS 20 MIN. IF NOT F W \ {!\ UP INSTALL NEW 20 MIN. HM. DOOR l� O _ _ T IN NEW HM. FRAME r _ �O( l�. - - STOR - - � STORAGE _ _ 1 r r l - - I I I I I I 11 l REMOVE EXIST. METAL 1 SIDING AND PURR-OUT WALL WITH 2 X 4 STUDS L Al 16' 01C, AND 5/8' GYP. BD. 1 •P TO ER DN- OOR ;TION SHOP NO. I LOW TOILET AIRS -'TAIL t T_j UP 6R4L UPIN EXISTG FRAMING TO REMAIN INSTALL NEW 5/8' TYPE 'X' GYP. VERIFY SIZES AND LOCATIONS A BD. TO EXISTING FRAMING AT CEILING - -R4 NEW 20 MIN. RATED HM. DOOR VERIFY SIZE AND LOCATION ■ IN HM. FRAME METAL EDGES TYPICAL NEW 2 X 4 STUD WALL OR 3 1/2' METAL STUDS AT I6' O/C. WITH 5/8' TYPE 'X' GYP. EACH NEW 2 X 4 STUD WALL WITH SIDE TYPICAL 5/8' TYPE 'X' GYP. BD. EACH NEW CORRIDOR SIDE TYP. (I HOUR) 3/4' PARA15OLT AT 48' O/C. NEW TYPICAL CORRIDOR (I HOUR) 3 EXISTING CONC. SLAB ■ i µEW 20 MIN. NM. DOOR IN n I. HM. FRAME °na�`'01 1 STUB WALL SECTION or << . STUD 3' I.-0' ArOyea•• FT'V+.0 3-27-11 - y JII� IIlJIiI I�IIIII ! ! II X111 tll I11 1J1 1 I 1 I I I I 1 1 1 S I I � ` _ • _ _ I I � � I � I J I I I J _) � I � i 1 1 ' � ( II ! � 111 �! II ��I�r1111J11 , III � IIIIIIIJ n�llil � lllllll � liIIIIIJIIrI111Jlllll11JlllIIIIJII • � tIIJrIIIIIIJlIlIIIIJtII' 111J1r ! .-._... . NOTE : IF THIS MICROFILMED - - - 2 3 4 5 6 7 8 9 1!0 I I 12 - DRAWING IS LESS CLEAR THAN -- __-- TH?S NOTICE, IT IS DUE TO DHE .QUALITY OF THE ORIGINAL DRAWING. - — — .- .------- -- 0E 62 BZ LZ lit SZ for E2 22 I2 OZ oof LI 91 51 fal EI ZI II 01 6 - 6 L 9 9 "!b fE Z ILMEL 16 X d!t�InIIlnl�lwlun�nrllHn�nlllrn�111111Niliql�t�4aiNir�Nll�lll�fWlffFl�11}IItIIlII11t�N!!JNl1111ltJllil�llll�IlU�IIII�IIII�IIII�IIUIIII�I11111111�IN�11�I1U�11�uIrJI11I�r111Jl111�1111�)1111H1UdA11)UilllllL!l�lIU�IIUJIl11UW 1111 PECEM" BER 19 1991 rvr..r: T T711I cJfi- CWF. 0 z b LOADING DOCK. V) 5 w - I _ SHOP — - OPEN OF*'CE NO.2 DN. ObLOW I ,,ORE FRAMING PLAN NEW PLOOR T14I6 AREA JAN. TOILET Ti)!:-ET CiFIcr. OFT'cF, OFF'cv NO 3 `\ I I [I O REMOVE ERIE. 43 WINDOW AND ---- L PATCH Ex_ ING SURFACES i----- j i I TO P iGH EXISTING w +__; II UF' SILO oi tr r• --� li O4:;:IC-E 4--+-- rrr�ll ON. OPE'NOFF!CE / ��lT-= 1 1 1 1 1 1 1 4 1 1 1 • �.,� •• I I I I I I /� Ofd CE AND PATCH EXITING SURFACES I VES I REMOVE EXISTING WALL _ AS REQUIRED TO MATCH EXISTING ADJACENT SURFACES LOBBY UP N M- LQ��,� Q in � I i I _rel UP .� L l Y I DN. REMOVE EXISTING 'UALLS r--1--i REMC✓EEX157'Ws METAL SIDINb AND FURF-OUT AND WINDOWS THIS LOCATION _ EXISTING COLIMTd6 TO REMAIN I_!NE C F NEW GE ILING N • UiTH 2 x 4 STUDS AT j VERIFY LOCATIONS __ __J i W W AT 9'-0' ABOVE F!N. _- I IG' O/C. AND 5/8' I I Z FIRST FLOOR a GYP. BD. / REl'10VE EXISTING STAIRS` r--1--� STOP- N STORAGE c4 _ t .:,ND PATCH EXISTING FINISHES " _ r'-_T-- B LEGEND TO MATCH ExIST11JCi I------1 r r., 0 u p ei I 1 1 1 --•� n � v — EXISTING WALLS TO REMAIN NEW COUNTER PER i i l REMOVE EXIST.METAL 4 T A' l;' 3'-e' 4' y. __ _ - _ EXISTING WALLS TO BE: REMOVED I.- '--J L WALSIDK IAND FURR TOU g I I N _ OWNER SELECTED �j „w J `Z' p t3 r at 6 '/8 2'-10 I/2' ��' ■ 1 1 AT O/ . AN 5.S' •� 2 X 4 STUDS AT 16' ON CENTER WITH 5/8' GYP-E30ARD 6 G D _, cn r P. BD. HALL EACH SIDE. TYPE 'X'GYP. BD. WHERE NOTED Z Z A W tL 11' O �w' O SEE SECTIONS FOR ADDITIONAL i L: NEI NUTEdt NEW STAIR UP TO,,, ER [:,N _J I INFORMATION _ — SECOND FLOOR \ _J O I. ' ! FIELD VERIFY ALL DIMENSIONS AND :OCATIONS PRIUSEE SEC T'0N 5,40PP v0.R ?O CONSTRUCTION. \ r 2 z Z MOVE ALL ELECTRICAL OUTLETS, SLJI"C.HES AND FI}-FRES AS REQUIRED TOILET O FOR NEW WALL LOCATIONS AND REINSTALL TO MA-' H Ex157!NG. NEW 2 X 4 LOW — Z WALL FOFR STAIRS F O 3. PROVIDE ALL SNORING AS REQUIRED DURING REMOVAL OF %r EXISTING SEE DETAIL �� j a WALLS, CONTRACTOR RESPONSIBLE I OR SHORING DURING CONSTRUCTION. UP Z STOP-. 4. INFILL ALL EXISTING WALLS AE SHOWPI ON FLANS TO M.:TCH EXIS'iING �R41 -Tr IUP- < Z ADJACENT SURFACES AND FINISHE? ALIGN WITH ADJACENT SURFACES `>l AS REQUIRED. Ir -- Q 5. PROVIDE SHORING AT WALL BETWEEN NEW ADDITION AND EXISTING FR 4,, DURING REMOVAL OF WALL. INSTALL NEW FINISHES TO MATCHR4- J • J EXISTING ADJACENT SURFACE=S. DO NOT REMOVE VERT,CAL MULLIONS AS i Y SHOWN ON PLAN. 3 6. ATTACH NEW STUD WALLS AT 50TTOM TO EXISTING co NC. SLAB WITH vi 3/4' PARABOLTS AT 48' O/C_ PROVIDE BRACING AT TC?OF ALL NEW STUD WALLS TO ADJACENT EXISTING FRAMING AT 8'-0' O/C.MAX, r�1 SECOND FLOOR PLAN STORAGE 1/8'.P-0' PARTAIL FIRST FLOOR PLAN ! ALL PLANS - I T _ r OFrICE OFFICE 1 1 , 1 `-_- --.____ _—_ -- - -------. .-_.--.,.. —_ — — _EXISTING BUILDING BEYOND OPEN OFFICE NEW METAL SIDING TO EXISTING FRA"111NG TO REMAIN SHOP MATCH EXISTING VF_RIFI SIZE AND LOCATION i NO. 2 EXISTINGLINE OF WALL DN. BELOW NEW STANDING SEAM BELOW TOREMAIN EXISTING BUILDING r --- METAL ROOFING WITH X EXISTING 4 X 12 HEADER 24 GA.F;_A5HING ALL or I ?O REMAIN - HANG NEW JOIST "1 EDGES TO MAKE FROM TNIB HEADER 'N 5IMP90N 'LU' HANGCpB WATERTIGHT �. 3 X 3 X 3/16' 9TL.- LEDGER ANGLE LLIELD O !NG TS. t '- ---� _ MULLIONS SIM.TO I ------ -- 50UTH £'TIDE OF BUILDING I - _�• LINE OF EXISI,N-& WALL. ALTERNATEER4'- - ti — - � BELOW TO REMAIN l 1 I f ---- ---- OFFICE a,----ii Tp�jv — NEW FLOOD. JOISTS FOR EXISTING OPENING I - T. OFFICE PARTIAL WEST ELEVATION - 1!e'.r-t�' ER 3 is 3 X 3l16' STL. LEDGER ANGLE -NEW 24 GA.FLASHING WELD TO EXI^TIW.; ABOVE NEW ROOF TS, AT 4'-O' O/C. - NOTE: ^ WITH 2 X 4 TOP PLATE f — vFRIFY ALL FRAMING LOCA-IONS PRIOR U/1 EXISTING BUILDING TO CONSTRUCTION - IF THERE iS A CONFLICT BEYOND ,.NEW STANDING SEAM FOR SHEATHING SUPPORT --�. METAL ROOFING NOTIFY ENGINEER PRIOR 70 PROCEEDING. Alf � I I EXISTING BUILDING ALIGN TOP OF NEW ROOF TO REMAIN DN - WITH EXISTING NORIZ. �-----+—• `� EXISTING BUILDING TO REMAIN MULLION VERIFY LOCATION __•�•--� ALIGN EDGE OF NEW ROOF - WITH EXITING VERT.MULL'ON HALL }-- I i-•F-aE y -_ ^73 �3 3 Z P Alt 3-19-91 A SCALF PROJ. N0, PARTIAL SOUTH ELEVATION I'8�L' -°• 01413 -- DRAWN CHECKED 1/8'•1'-0' BCsL PRINTED S/'EET NO PARTAIL SECOND FLOOR FRAMING PLAN VLMK FLC1 DATES: MAR I- i, 1991 SECONDFR I;6' • 1'-0' 3,131951 - 15:56 r 3/15/1"!91 - %40 VAN IAME!,Ji/LUOULN" EfR 3 0149FR- t 3/19!1991 - 13:52 nc • f I � . _ '.. .. , 1 Z 11 11 I 1 I 'I 1'1 11 1 I 1 I 1 I I I I I I I 1 I I I I I.I;oin' 1m I Ili m�• py4.. waq.Y�.,.Y�. ,� r..w�...+ ., .,<.«..ww+•..w,.wwr•...» .»;... ...,, ,,. ..._�. ( I I I I I � I I S I 1 1 1 1 1 1 I I I I I I 1 1 �► I I I I I I I I � II 1111111 1111111 IIIIIII 1111111 1111111 1111111 1111111 1111111 1111111 111111111111111 1 ' I NOTE; IF THIS MICROFILMED y"'•r1 2 3 4 5 6 7 _8 — 9 I� I I _12` + DRAWING IS LESS CLEAR THAN THIS NOT1C6, IT IS DUE TU THF QUALITY OF THE ORIGINAL DRAWING. - -- ------ .._—_� OE 62 BZ 12 92 ,2 f2 E:2 ZZ 12 02 61 91 L 1 91 FI bl EI 21 11 01 6 9 L 9 S .r 4 IE �►III,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllhllllllg1�11111111111111111111,IHI111111111f1HIInHInulllulnn11111111HIHiJunlllllhlllllnlllnlllu1111111Hnfnuhluhu�unhnlluuhnlhulbnllun11I11IIH11HHIIHIfIIIIIIWIIflunlllllllllllllllll111HIIIIIIIIIIIIIUI1111 D A�ACEMBEh-, 19 1991 PROVIDE ALL FLASHING REGUIRF.p TO MAKE WATERTIGHT R4 EXISTING t8. HORIZ.MULLION v • PROVIDE 2 k DLOCKING AT TOP,, *p REMAIN. INSTALL NEW .) x b A PL4TE6 TO BOTTOM OF EXISTING ' TS, MULLION AND COVER WITH 01 of NEW 5/8'GYP. BD. STANDING SEAM METAL STANDING BEAM METOL RACY,-'I.k3 ROOFING O✓ER 30 •� SEE NOTE ON BBUILDING PAPER,IER4 I 0. i� 3/4' PLYWOOD SHEATHING :,ND 2 F 1O'S AT 24' Ore. I I L INE OF WINDOW REMOVED FOR EXIStING WINDOWS W J I I : INSTALLATION OF NEW STAIRS TO REMAIN I R-30 INSULATION � I I I I� - )`>> CENTER NEW WALL ON EXISTING VERT. TS.MULLION I I NEW 2 x 4 STUD LOW WALL, AT Ib' O/C.WITH S/8' I I GYP. BD. EACH SIDE b'.S� •/, 2 X 1O'S AT 24' O/C.WITH �) -5/8'i:yYF P[% CE LING I I _ ____ VERIFY EDGE BLOCKING TYPICAL , �- - 2 b WOOD HANDRAIL AND R-30 INBUL. X-' � - ' l 1 2 k b WOOD Hx b STUD WALL AT Ib' O/C,, I/2' DIA. SPACERS HANDRAILS NEW 2 ___ _ WITH AT 4'-0' O/C, TYP. 5 -- 5/8' GYP. BD. INTFRIOR AND 1/2' a PLYWOOD SHEATHING AND METAL SIDING C] EXTERIOR AMC R-19 INSULATION CRICK THIS LOCATION DOWN TO GUTTER , TRIPLE JOIST THIS LOCATION, iz- ET .-FURR-OUT 2 X4 STUDS I{ Q AT 16' 0/C.WITH 5/8' 2 ROOF LINE OF. � GYP.BD. r - R4 �..' NEW ADDITIONGYP P3D. I �\c' O PRO`��/o \ .-.- -- �--- EiiST'N<3 t.,.:i__ 'O REMAIN I r FACADE TO MAT(:H NEW, \ 1 ADDITION If -• , 3 � `\ I I �� O�+T 4,19ti,��v 14' TJL AT 24' O/c.___ - N M. ��� 63 SUSP. A.T. CLC. Z I EXIST. WINDOWS BEYOND t W l4 / -� N EXISTING NEW� � - � i TO BE REMOVED ---� - �►►} ` ADDITION 2 X b WALL I - --- � --- 0 � rr, � p! WOOD GAP ON LOW WALL - �, __ o ' \ 1In SIM. f Q •� 2 X 12 TREADS TYP. I �_ i' Z \ I cv BD. U;8' TYPE' X'GYP. - 5u . . UNDER ST,,II S ! I T \\ � I - --- 2 x 8'S AT 12' O;C. \Y ; Q Q \ / u WITH 314' PLY-WOOD SHEATHING Z\ LANDINGI" G W — - _J .� z o W zo / REMOVE EXISTING WINDOW AND INFILL O z Q / SPACE WITH 2 x b T STUDS AT Ib' O/C. a w AND 5/8' GTP. BD. LOBBY SIDE AND I i _ BOLT NEW O D. STOR SIDE --- �' Q Z 518' TYPE 'X'GYP. B r J 0 - / SOLE -, LIE TO EXISTING Q _ Z BLAB WITH 3r4' PARABOLTS AT 48' O.G. � � e� / ,p�e z 1 z Ul > � uo I I d , a�u r _J r I I TYPICAL RISERS iil Ui - 15 TREADS A 11' 13'-9' NEW 3'-0' X 1'-0' I Y - -- --- -- - -- ----.. - --- - ---->♦ HM. gra MIN. DOOR \ IN HM.FRAME 4 T AT 11' . V-8' 4'-0' - - N 6ER4 � I M s r� NEW STAIR SECTION B NEW STAIR SECTION 2 ' 2 X b WOOD ;4ANDRAII. �R4 ,SEE DETAIL WITH 1 L'1' DIA. X WOOD CAP 1 YP. I ' SPACERS - COUNTERSINK AND AT TOP OF LOU)WALL � PLUG HOLES FOR SCREWS J 2' WD SPACER \ -EXISTIIJG WINDOWS TO PAINT EDGES BLACK - ATTACH WALL ABOVE TS. TO 1/2' IN FROM EDGE TTP, I Q REMAIN + Q NEW STUD WADS EACH SIDE CONT.GUTTER BEYOND PER NEW 24 GA.G I.FLG.. i' -LINE Or NEW LOW LU,14.L 2 X BLOCKING TYP.- d WITH Ibd NAILS TYP. NEW ADDITION AT ALL HANDRAIL ~ BEY JNC SET RJ SEALANT \ Q PROVIDE rURRING AS REG-D. SUPPORTS Q T"IW2 TO O I �' CONT UTTER SEE PLANCRICKET NEW ROOF A H 9 PEET P i Q INSTALL NEW STAIR FINISH� T � I 4' CANT STIR!, AND NEW 5/8' GYP. BD. TYP. Z � AS PER OWNER SELECTED � UNDER WINDOWS ? X 4 STUDS AT Ib' O/C.- � � _- " WITH 5/8'GYP. BD. ~ in _ - DETAIL FACADE 45 PER• NEW 4' RUBBER BAS TYP. EACH SIDE - 1 X I2 TREADS TTP. NEW ADDITION -� -- - - - ---- EXISTING JOISTS AND. \ I c FRAMING TO REMAIN �• �� 2 X 12 TRE ApS TYP.- - r'' 3/4' PLYWOOD SHEATHING FINISH i X. b FRAMING - NAIL TO AS PER Ci1L1JER SELECTED REMOVE EXISTING FLOORINrl - 3/4' PLYWOOh RISERS '� `-t'-- -r-----' "-'- - NEW 2 x 10 BLOCKING TYPICAL AND UNDERLAI'MENT. 'NSIALL. • r' . X BLOCKING TYP.� ` ' � .' AS SHOtLN WITH IEd NAILS I k _- I NEW PLYWOOD UNDERLAYMENT I - - SIMPSON 'LU' HANGER •I• -- AND O NEW FACADE I / TYPICAL CUT 2 X 12 STRINGERS (THICKNESS AS REO'G.)AND NEW rr _ __ GUT OFF EXISTING WALL - W WITH Ibd NAILS PROVIDE 1 --� TYP. EACH SIDE OF FLOORING AS PER OI11rJER SELECTEE) iv NEW 2 X. 10 BI OCKING 5/B' TYPE 'X' GTP. e � AT THE BOTTOM OF t STAIRS NAIL TO STUDS ALIGN NEW FIMSH WITH TOP EDGE EXISTING STL. ANGLE BD. TYP. AT STOR WITH Ibd NAILS c7F EXISTING TO. HORIZ.MULLION A8 S+-IOILN FpR NEW FACADE ' I SIMPSON '435' CLIPS AT THIS LOCATION NEW FRAMING, PER PL UNDER STAIRS - ' EACH ENC OF BLOCKING ' �� � LOBBY STORAGE i \-EXISTING TS.MULLIONS AND NEW 4 X I'l HEADER WITH POWDER `— UNDER STAIRS METAL PANEL TO REMAIN --2 X 10'5 AT 24' OICI'A DRIVEN NAILS 'HTO NEW BLOCKING - VERIFY LOCATION WITH R-30 INSUL. , I'4� AND SETTING CN NEW 3' X 3' X 1/4' 2 X 4 PFvu'IING CUT 2 k !2 9'i RINGERS-� �'� / / 3/4' PLYWOOD SHEATHING, STL. �KLE WELDED TO NEW TS. HEADER 4' RUBBER BASE. TYP. EACH SIDE OF NEW EXISTING TS. WITH NEW ADDITION AT Ib' O/C. ! 30 •BUILDING PAPER AND TYPICAL STAIRS - NAIL 70 1J_W METAL ROOFING STUD WALLS WITH Ibd NAILS VERIFY LOCATION. CONSTRUCT SIMPSON 'A35' CLIPS - NOTE: NEW 2 X 4 STUD WALL ABOVE TO. AT EACH STUD TYP. 'PROVIDE SHIM AS REQ'C. NEW b X 14 TS.HEADER i , PROVIDE SNORING 4T THIS LJCAt;ON 3/4'BLYWOOD ON AS TO PROVIDE MATCH NEW ADDITION- '_�_ 5/8' TYPE GYP. Bp. PRIOR TO GUTTING OFF EXISTING TO NEW FINISH FLOOR LEVEL WITH _ �� - 3/4 DIA. PARABOLT 2 x 4 PL _ _ TS.MULLION AND METAL PANELS. AT 48' O/C. EYP. SOLE PLATE " - SUSP. A.T.CEILING/ CUT OFF AT 50TTOM OF FXISTING S° EXISTING 2 x b STUD i STL ANGLE AND INSTALL NEW TO. NEW 5/8' TYPE 'X' Lz -P. BD. WALL PER NEW ADDITION UNE OF EXISTING WALL HEADER - WELD AT EACH END TYP. EXISTING CONCRETE UNDER NE111 STAIRS TYF-. TO BE REMOVED TO EXISTING. VERT. TS. MULLIONS CLEAN SLAB - SURFACESDTO MATCH Ex SPATCH ALL TING C,D STAIR SECTION _ 3 STAIR SECTION AT TOP 571 5 I=,4CADE SECTION SECTION AT NEUJ T5. I' • I'-0' ST3 � I'_O� I ALT=RNATE 57'1 O Cn � iLINE of NEW LOW WALL O BEYOND -5'_0' TO EXIST. _ 2 x 12 TREADS TYP. NEW STANDING SEAM METAL.\ STUD WALL FACE ROOFING SEE SECTIONS \\ I ✓ V _'NE OF WALL• -\ 3/4' PLYWOOD RISERS PA OALI. EDGES OF I NEW ROOF TO MAKE WATERTIGHT 2 Y, 8'B At L" O/C. SIMP8ON 'LU28', _ .3/4' RADIUS TYP, WITH 3/4' PLYWOOD\\ HANGER TYP. �\ 2 X b WOOD HANDRAIL , SHEATHINC� ApOR'ON T1 P EACH SIDE OF STAIR I/2' \\ \ —5/8' TYPE 'X' GYP. BD. SLOPE -ER NEW UNDER STAIRS TYP, _ / 13R4� C NEW 2 x 4 STUD WALL - `- TYP. 'e - ? ` I AT Ib' O/C. AT WITH 5/8' CONT.GUTTER PER NEW,-, ' a' RADIUS TYP.- LANDING TYPE 'X' GYr.. BD ADDITION \ - "I I — 1 ---- - �. -- ' a 0' 2 x 8 LEDGER NAIL TO O �� STUD WALL WITH Ibd NAILS FACADE PER NEW- -- ADDITION �Rd. 1 IR' DIA. SPACER- iCRICKET NEW 8NEAIHRJG v, 4'-0' MAX. WITH \ TO CONT.GUTTEk FRO: [.e t? 2 3-19-91 2 Y BLOCKING 4T EACH ONE c;aLE , COUNTEP5INK AND PLUG PROJN0.EXISTING WALL TO REMAIN- FOR EACH SCREW HOLE TYP. NOT F_L) 01413 URAWN CHECKED Ek]tL R HANDRAIL SECTION RAIL 3' I'-0' -� STAIR SECTION AT BOTTOM � PARTIAL ROOF PLAN -� 314 I' I'-G^' —.- ` I STb 4' 1'-0 i VLMPLOT DATES. SHEFf NOE R 4 3/18/1991 - 13i2 i'49ER--4 3/19/1991 - 13:35 OF ,Yp,.,_.. M. ralraaM.. 1�1Y5�i'�r+sJM+"ralwiglWWo S . i •.a � d __ - ._. ' L M,��11�. 1111 I(1 I I I I I I L,I I I X111 1 I I I I I I I 1 I I I I 1 I I � I Ij, 11 I., - 1 pl I v„,h. I I I I I ( I I I I III I I I III I I IIIIII�Ii�IIIIIIfllllltlllll`IIIlII111111111111111�11111111111111111111111111111111I111111111111111I111111111111111 I � NOTE: IF THIS MICROFILMED 4_ _ 5 6 7 8 9 10 -I I 12 !• DRAWING I° LESS CLEAR THAN ----�� THIS NOTICE. IT IS DUE TO TIIF QUALITY OF THE ORIGINAI DRAWiNG. ----- — OE 62 92 LZ 92 SZ 112 E2 22 12 02 61 81 LI 91 SI bl EI ZI II 01 6 9 1 9 S b E iau,•w .a!unINIII III Ill Ill Ill llnnhNIll 111111nnlui►Inulnn6lnll���b�rlJNnhluhnlhn1l11ullu1hu11uulnulnllhu111111Im111ullnNlnDlnulnulllnhnlllnduuluuln11111 Ill III_ i D . CEli MB -Ej9 1991