Loading...
7250 SW DURHAM ROAD-2 _-- _ _ -- --------�-.-__ .---- DOOR scHEDuLE PROJECT I N f 0 R M A T 10 N -- -- . DOOR DATAFRAME DATA REMARK., �- - _ — � � REALTY � •'I I _ _ L.P. MARK SIZE _ THK CPRE VENEER FINISH RELITE TYPE LABEL HAND HARDWAGF- � /HARDWARE BUILDING OWNER: PXCIFIC ASSOCIATES, L.P REMARKS 15115 S.W. SEQUOIA PKWY #200 104 Yo r 13/4- �-- TIMELY LH - LATCH — --- —�-- .---- - PORTLAND, 0R 9 7 2*2 4 �. 105 - - _— RH LATCH r I I / 106 RH LATCH TENANT : JOSLIN SALES LTD. _ 107 _ — _ RH PRIVACY LOCS/IIVER 1 TO PORTLAND �— ---��� toe _ u+ PRIVACY LOCK/LEVER _ OCCUPANCY: B-2 - ---,-------�. 7°.— \ ------_� INTERSTgT-E p 109 ---- LH LATCH PROJECT O J E C T _ 22220) '�---- 5 L►+ LATCH CONSTRUCTION: V—N msalun ana•m �-r_ — PACIFIC g SINESS �C `_•—�— ``�� p "2 CORPORATE ` / $ — r __ LH— LATCH _ PARK II ----- Af 113 _ _ s,�l LATCH �' FLOOR AREA: 2,65'.1 SF OFFICE CENTER `� /^/\ Q 0 `�� 114A — - _ _— LH — CLOSER/LATCH' --- _— `- 19,290 SF TOTAL 10 t� ,�7Gld \ p _ 1146 RH CLOSER/LATCH _ t LATCH , �\ 201A — LH CLOSER/LATCH _---_ _ OREt,ON _ l_l.J BUSINL SS _ _ 2019 3'N 7' TIMELY — RH CLOSER/LA1CN °J �� r1 PARK I 201C 4 .7' 1 3/4• _ PH LATCH — REMOVEABLE GUARD RAIL — G E N E RAL N 0 T E_S D syy2w_,wm_l _— - _, -_-_ - 1, ALL CONSTRUCTION WORM, SHALL BE DONE IN COMPLIANCE �� � R/BUSINESS I \ h - WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, CY - L�tl -- ❑ ® � \A/1 AC7RJST – FINI..H SC_F_I_l_DULE AS AMENCED BY THE STAtE pF OREGON AND ALL OTHER Q q �� WALLS -- STATE OR LUCAL CODE RE1)UIREMENTS THAT APPLY'ENTER _ _ — ` ' 2 CONDITIONS SHOWN ON DRA4 NGS AND AT THE EXISTING LJ • U 11---WORK AREA 0 F ,•„�,,,,�,,,■ _ _ o 0 Q z s BUILDING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES Q Z N,�TM,,F,.i o c a o w -' L� PRIOR TO S I ARTING THE WCRK. OREGON RM x NAME BUSINESS �' _ � � z � �'— 3 a � � REMARKS � = Iii O PARK 0! \ 101 WAITING LP 4-R PGWB WF`GWB PGWB _ PGWB sAT 9'-0 3. CONTRACTOR SHALL KEEP THE AREA 01 WORK FRES OF � - C, _ _ _ _ GARBAGE AND DEBRIS ON A DAILY BASIS, INCLUDING DOCK 102 REC. LP _ WPGW5 _ _ ACCESS AREAS, _ kN p I TO Toe I L 1 103 HALL LP PG'W9-- 4. CONTRACTOR SHALL KEEP THE ROOF FREE OF DEBRIS (I.E. � n 104 CONE. CP < cMv - NAILS, SCREWS) AT ALL TIMES. 1 105 _LIBRARY LP POWs POWs_ _ ~ M 106 OFFICE CP 4•R PGWB PGWB WPGWB WPGWB _ SAT 5. ALL GYPSUM BOARD f0 BE A MINIMUM OF 5/8" THICK CV p O 107 W Sv '_-'SV PLWPGWB PLWP�WB PGWB PGWB_ WBc VERTICALLY ATTACHED TO 3 5/8" METAL STUDS 24" O.C. � 0 - WITH 1" TYPE S-12 STREWS 1;" D.C. 100 M Sv !i•SV PLW PGWB PGV6 _ PI.W PGW5 W8C _ 0 C A T I 0 N MAP 109 LUNCH VCT .4-R PGW5 PGWB SAT 6. WATER RESISTANT GYPSUM BOARD SHALL BE INSTALLED 110 OUTSIDE SALES LP WPGWe48" ABOVE THE FINISHED FLOOR ON THE WALL BEHIND ALL -- 111 COMP,RM. LP WPGWB PGWB PLUMBING FIXTURES IN TOILET ROOMS — -- 112 OFFICE CP - WPGWB WPOWS - 7. TOILET ROOM BASE SHALL EXTEND 5" ABOVE THE FINISH 113 OFFICE CP 4-R PGWB WPGWG PGWB PGWB SAT 9'-0' FLOOR ON ALL WALLS 114 WAREHOUSE SC - --- ----- --- ----- ETR B. IN FINISHED SPACES FURR-OUT EXTERIOR CONCRETE WALLS J 115 CLOS. Sc POWs Pcue Poue PGWB Wec CEILING TO BOTTOM OF STAIRS WITH 5/8" GYPSUM BOARD OVER METAL STUDS W/R-.I1 0� 201 DISPLAY PM -- PC PC POWs PGWB Era FIBERGLASS INSULATION OR 1 1/2" FURRING CHANN/.LS AT 24" O.C. W/ FOAM BOARD INSULATIGN. 0 r- 9. CONTRACTOR TO PROPERLY PATCh ALL ROOF PENETRATIONS 0 LEGEND FOR WATERTIGHT SEAL. ty 0 0 CP CUT PILE CARPET 10. ALL DOORS SHALL BE 3'-0" x 7'-0" x 1 3/4" SOLID CORE a s LP LOOP PILE CARPET WOOD UNLESS NOTCO OTHERWISE. DOOR HARDWARE SHALL � N VCT VINYL COMPOSITivN oU BE SCHLAGE ORBIT SERIES BUTTS CLOSERS AND OTHER Sv 0 u. SC SEALED CONCRETE z �\ `, 7 PWvu000 PECK T VINYL HARDWARE TO BE 613 FINISH. G 1 - 1 z _ � � 14 R RUBBER 11. ACOUSTICAL CEILING SYSTEMS: _1 0 1 � 1 � 14 SUSPENSION SYSTEM TO BE EXPOSED METAL T-BAR, ,n PC PAINTED CONCRETE PREFINISHED WHITE, TO COMPLY WITH U.S.O. STANDARDS. m PGWB PAINTED G',PSUM WALL BOARD INSTALL LATERAL BRACING PER CODE. 7 WPGWs WINDOWWALLYPAINTED GYPSUM MALL BOARD D P'LW PLASTIC LAM.WAINSCOT TO 4'AFF. 12. H.V.A.C. TO BE A BALANCED, DESIGN-BUILD SYSTEM. SAT SUSPENDED ACOUST.TILE 2 r 2 j Wec WALL BOARDCEIL140 13. PROVIDE DRAFT/FIRE STOPS AS REQUIRED BY CODE. ETR EXPOSED TO ROOF 1 I I I I I 14. PROVIDE SPRINKLERS BELOW SUSPENDED CEILING PER CODE. 15. DUCT ALL EXHAUST FANS. MOUNT ABOVE SUSPENDED CEILING TO MINIMIZE MOTOR NOISE. �---1 -� 5• 10-4• i 16. PROVIDE LABEL FOR EACH CIRCUIT AT PANEL FOR -- _ BAR t IDENTIFICATION PURPOSES. THERMOSTAT LOCATIONS TO BE _._ ------�-- -- ----- ------- -- REVIEWED BY OWNER PRIOR TO INSTALLATION. I UP 1101 I � � 111 11 17. TELECOMMUNICATION SYSTEM BY TENAN F. CONTRACTOR TO OUTSIDE SALESI COMP. RM. OFFICE COORDINATE WORK. ( n 1 ACCESS D SPRINDLER I v VALVES 1 18. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS ! MULLIONS OR GLAZING. 21 I � 4 115 ( - I CLOS. w 0 I ► I 1 LEGEND I- O — — z 60"WALT. 1 I 13 60-WA I Liu - EXISTING TO REMAIN p V- I EQ. 4-o. 1,103 10'-1,. 11:3 1 Na 2o1A I 114A H L NEW CONSTRUCTION zOFFICE 1 � CVt\ NEW PARTIAL HEIGHT WALL - Q:T 4'-0 4'-0 STEEL TUBE co Z O I - 312 O ::D LY NEW DEMISING WALL a 109 celu L14E 103 �� WALL WITH 4" METAL STUDS - �Z ILL- LUNCH HALL LiJ "� PARTITION W/SOUND AT TENUA T ION BATTS U � (n Q 201 SEE A-2 FOR ENLARGED 109 I SWITCH `� f'- O H REST ROOM PLAN I U O rY DISPLAY 107 108 103 104 s 101 1 SWITCH WITH RHEOSTAT Q N o \ W til HALL CONE RENCE a WAITING a ►�a 2010 I EXTEND WALLS TOBLDO.ROOF P PANELS B -- I C' i` $3 THREE WAY SWITCH ^.1 - .1 3 6 1 A SIGNAL OUTLE T INSTALL l E BLDG.UGHT STANDARD I 104 t WAREHOUSE ACED FIXTURES cr 42-WALT I EQUALLY SPACED I �. I DEDICATED OUTLE T ISOLATED GROUND 1149 14 2 4'.4 F 103 14'-0• 4'-7 I RECEPTIONIST I (D DUPLEX RECEPTACLE h 5 4 e --- -FHA-LI— - I I J� FOURFLEX RECEPTACLE wl � I " 1 2 Q SPECIAL OUTLET REE VISIONS I RC. I TELEPHONE OUTLET 106 105 >�/ FLOOR MONUMENT WITH SERVICES SHOWN �?��-�_�,�G�f :��>� I OFFICE L�A IR-Y 1 I 2 x 4 FLUORESCENT FIXTURE 1 2 x 4 STEADY BURN FLUOR. FIXT, FUTURE 0 2 x 4 FLUOR. FIXT. W/ ACRYLIC LENSE c 6'o4'REurE ( INCANDESCENT DOWN LIGHT e 114 I 1 UP o WAREHOUSE I ;.I O SMOKE DETECTOR SPRINKLER HEAD ?-� BUILDING STANDARD SUPPLY VENT I2011•1,rSEE STRUCTURAL DRAWINGS FOR- L 1 _- 6'-0 IroTE © BUILDING STANDARD RETURN VENT T - AND FRAMING I I I SECOND F FOUNDATION L01M &'In BEARING WALLS 101 ROOM NUMBER 19,290 SF TOTAL 'jl"o /,_ .1 GATE: '10/ 22/92 2,655 SF OFFICE CGi- 3.4 YI_ T1� y0 3'r— U/0 r-#),),41 U :3-2, l,),l,F J, /............ 7,7 / '� Z 41 MEZZ . PART. AND POWER PLAN 1 T . FLOOR PART . AND POWER PLAN SCALE 1/8" = 1'-0" SCALE 1/8" = V—O" DL1R1-I(-iM F`D/PLDG I '�6 1 ("1 F c I a IF THIS DOCUMENT IS LESS -1 TI, III 111 III III III I I I AII I III III III III ' LEGIBLE THAN THIS NOTATION - < < 2 I ( --3f 11i IT 74�TI1 l ' l (l I l I l l I l Il Il l Il il I l l I l l I l l Il I APRIL23 1994 IT IS DUE TO THE QUALITY OF No 98 THE ORIGINAL DOCUMENT. _ L�Z 9Z Z �Z £Z Z TZ O�Z 8i 8i 1 LfF 9i 4T 1bi £i ZT it i ,6 IIIIIIIII IIII IIII IIII�IIIIIIIIIIIIII�IIII IIII�III IfI�lIl1 IIII�IIIIIIIII�IIII ►III�IIII IIII�IIIIIIIII�IIII ►II IIII�I ! ,I�!�I��I �I ��i��11ll��l�llllll�l 111T►�lllil1l� —,lI1I uiit l.ll [oil �til111111ALI��11111qjl�liT11111ill }q 1 1 ;I I I r - - -�Y—_ FQ- BUILDING WALL ------•-�BUILDING WALL v B CK SPLASH -~ BACK SPLAS BACK SPLASH T SINK --�-- SOFFIT LIGHT K SOFFITLIGHTLIG_i It _ SOFFIT LIGHT _ SOFFIT LIGHT - PECT,T 22220 -- SHELF _ \ \ MIRROR ( Mwaaa _ 109 3'6" _1' 0 0 \ o ` 6 D I LUNCH ---_- - 7 L - LAM. BASE LAZA.BASE b �-�._- -- f- �-� -_-� b 45• Q COPED VINYL PLASTIC LAM °' I PLASTIC LAM n PLAS EIC L I ° PLASTIC LAM, ♦ W BASE TYP. c, \ CABINET ELEVATION CAB. ELEV. CAB. ELEV. _ 103 r-L,- 1,-n' ' r a l a _ 188 S ASCALE 1/2"=1'-0" _ 6.10 _ 7 00' -�_-�_D�-� a-to 107 M SCALE 1/2"=1'-0" SCALE 1/2"-1'-0" W -� �s HALL �� L ELEVATION __• At,=E1 FV._ CV. RIGHT ELEVATION SCALE 1/4--1•-O" SCALE 1/4=1'-0' u I r Q Q -6 1-6 - r1 __ 6 , ^ ON z CC 42' L Q CD 42- O = wo �6 7 8 10 11 I CLE CLE Aa 1 14 waN � z � O oo _REST ROOM PLAN I I I I I I i 1/4" = 1.-0,. AD -- __-� _ _ ______ _ _ _------- - _ \0 0 1 - — -- -- _- - 0 �l A I "- I a I � I Z 0 A A - "� J I � +A + m -- - - -- -- - - - =------- I i I , I 1 + I (J / IN I (RIO- ALL I W ' I CENTER GRN) --- [ - - - - - - - - - - ::k: -- t-IN HALLS -'- - - - - - GRN)MAINIt - E- I � o It w A „ o It , ^ Z V /1 UJ �! C3 r�cy A w ACV B _ _ _ _ _ _ _ _ _ _ z CD af U ILL J CD o U 11J c~i� 3 z w Q C 0 U In a RUS oNDE INSULATION THROUGHOUT C^ —� Q N o �( SUSPENDED CEILING. ✓ / � �d C) I i I O I I I BLOCKING TVP. I FASTENING POINTS -c mmmyyffl T-- SUSPENDED CEILING METAL EDGE a 3 7 1 -- 3 1/2-DA'T INSULIN ATTENUATION WALLS I I I I I I REVISIONS —3 5/B'MTL.STUDS II 24'0C ——5/8'GYP.ORD,BOTH SIDES CENTER UNE OF STUD I I I -_ - I ---3 112-BATT INSUL.IN ATTENUATION WALLS --4'RUBBER BASE-TYP, ��- --CARPET AND PAD DATE: 10/ 22/92 FINISH FLOOR-TOP OF SLAB I TYPICAL WALL SECTION SCALE 1" - V-0"0' �--1 REFLECTED CEILING PLAN 72"::,0 ;SW C11,.1F?F•iAll h'C1!F11..DGi 1.66 Y- 0" OF I F THIS Tf ANMrNTIS, LES �Tr f I I1(1l I1I I IiI ilI i Il1 � 1111'1I1 I � I �7-I­T LEGIBLE SON 2 1� 1 l 1 I1 11(1(1 51 I1 l I I l 1 I11 1 81 tI l oi� 111161 1111 1 1 � hill IAPRIL 2,31IT IS DUE 1O THE QUALITY OF ,_..w,`.�.�.�.�...�.....,-. � ND.9e THE ORIGINAL DOCUMENT. E I Z 87, LZ 8Z Z IbZ EZ Z tZ OZ 8T 8T LT 9T 9T ►��► ����I���III'�► ���� I��I �{�� �����I��I ��I�����I �III���II �I�������Illllll��� ������III (IIIIIIII IIIIIIIII lill�►III IIII��I�IIII��������II II�I��I��I�I�I� �I����►►1 lll�lll � 11 ii�llll 111111111 llil�_�►11�ilIIIIIIIIIIIIIiIII� I lllllllilll��� ����IW�� • �u u KEYNOTES CL ------, 12 13 14 1. 5/8" PLYWOOD WITH 10d NAILS AT 6" O.C. AT SUPPOPTED - -_ - - _ 2 x 1U D.F.L #2 AT EDGES AND 12" O.C. ELSEWHERE LTJ rn `-) V-4" O.C. WITH SIMPSON --- 7.5. COLUMN 3 i 2 x 3 1 2 50'-0" 2. 2 x 10 #2 D.F.L. FLOOR JOISTS AT 1'-4" O.C. WITH F- � � / / SIMPSON JB210 HANGER TYPICAL Q LUS210 HANGER 1/4 3 (2) 2 x 10 HEADER AT RELITE 11'-6" 12'-6 12'-6" U x M _ 4. x 6 AT 16' O.C. WITH 1/2" PLYWOOD WITH 8d NAILS 0 p N BM. 5 1/8 x 21 CONCRETE INFILL-- AT 4" O.C. AT ALL PANEL EDGES AND 12" O.C. AT INTERIOR 1/2 • ( -- 6 7 SUPPORTS � p 0 3716 5. T.S. COLUMN 3 112" x' 3 112" x 1/4 TYPICAL (UNLESS NOTED) < o a EXISTING SLAB— ` _____� I —RASE R 5/8 x 10 x 10 ^ - L / / 3" VERTICAL SLOT (�./}- 4 Al � AI WITH (4) 3/4"0 ITW RAMSET 13 /� r 11 6. EXISTING 8"m COLUMN a� TRll80(-1 ANCHOR ` -- +- • 41 X j 7. EXISTING 2' 0" x 1'-0" x CONTINUOUS FOOTING �S c _ M C a SIDE e 3/8 x 9 x C-0" � -- Q B. (2) 2 x 10 D.F. #2 • v O WITH �2) 3/4"0 M.B. - _ -- _ s--� _ _ 9. � x 12 D.F. �1 STRINGER WITH 2 x 6 NAILED TO EACH SIDE O � ! • —NON-SHRINK GROUT 8 I J V �__ _ (ONE SIDE AT EDGE STRINGER) (3) STRINGERS REQUIRED Q'N 0 0 I I �- 10. P.T. 4 x 10 LEDGER - SEE DETAIL 5/Al �Q � %. N Ln 13 - - - `�( 11 11. P.T. 4 x 6 LEDGER - SEE DETAIL 6/A1 � o ° p' I tJ - 12. 2 x 4 AT 16" O.C. WITH 1,72" PLYWOOD WITH 8d NAILS W a. c o N BEnRlNG R 5/8 x 5 114 —_��- - _ -- - — x ---BEARING I 15 AT 4" Q.C. AT ALL PANEL EDGES • m 004 13. 4 x 4 POST WITH SIMPSON A844 POST BASE AND SIMPSON F4 m M ACE44 POST CAP z m 3 J O iii ` W .'. ----� _ 14. 2x6AT16" o.C. 3/16 V 3/16 3 1/2" t_1_43 1/2„ _ - -` o T a - 15. (3) 2 x 10 CANTERLEVERED AT STAIR STRINGERS W'TH X 4) vi C �- -- - T.S. COLUMN 3 1/2 x 3 1/2 �F OT1NG - SEE FOOTING N �' - 5 I SIMPSON HU210-3TF HANGERS AT GI_. AM. 0 c x 1 4 - - --- -- - '- - �— _ Q u rn r o i / IL _ — J ._- — —a-- -�. — -: CHEDULE _ �" I �!'��-- - - Al � -�J� � lfaf 16. 2 x 10 I,AN TERLEVFRED AT STAIR LANDING � Lp p r `r-- - - 17. 2 x 4 AT 16' O.C. CRJPPI c WALL Q O CL a I � , I_n g 3" �A _1 f A 10 CI_R i mlo Al mlo SIN LEGEND TYPICAL COLUMN CAP _ r�- TYPICAL COLUMN BASE 11 „- - „ Q� f ,2 I n ' 1 1/2 -1 q� /2 -1 0 ,r-----� .� r a AT 16" O.C. Al �� INTERIOR WALLS BY OTHERS w A O A e-" w I I 0 . a) O 2x4AT24" O.C. B ^ 5/8" PARTICLE-- - WITH 5/8" GYP. BD. Al I Al I � Q �� BOARD ON 5/8" PLYWOOD EACH SIDE _,___-_---_fl•P!t AL T.S. COLUM!! `-� �'. 0 GENERAL (VOTES cn - DOUBLE 2 x 6 TOP _ TT — -� _� - - J P O A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS - 2x6AT16" O.C. Z U 13 1 I I--- - - -�-" NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO / 1/2" PLYWOOD WITH 8d NAILS / 3 � — -` START OF WORK. 0 —AT 4" O.C. AT PANEL EDGES 3 14 i 12 B. THESE DRAWGINS FOR STRUCTURAL MEZZANINE FRAMING, A_L A_ 2 z 4 EACH SLUE OF CUL. Al - INTERIOR AND OCCUPANCY BY SEPARATE PERMIT. 0 () AND AT 16" O.C. WITH 5 8"0 8 '3 9 ' 7 / --- 3" VERTICAL SLOT THRU-BOLTS, (3) REO-D. At COL. C. OCCUPANCY B-2; BUILDING SHELL CONSSEPARATE TYPE ;!IN. D. ELECTRICAL AND MECHANICAL BY SEPARATE PE"NIT. E. MAINTAIN 100% FIRE SPRINKLERING THROUGHO! w f I I F. MEZZANINE LEVEL USED FOR OFFICE LOADING (50 PSF v, I - SIDE R 1/4 x 6 x 9 I I i R LIVE LOAD PLUS 20 PSF PARTITIONS LOAD) tJ / I I rj 2 x 4 P.T. BOTTOM WITH WITH 3/4"0 M.B. 5/8"0 ITW RAMSET TRUBOLTS AT 4'-0" O.C. - SECOND FLOOR FRAMING PLAN GL. BM,--/3/18 I �' 5/8 x 5 1/4 x 6 5 1/8 x 21 I 5/8"0 THRU-BOLTS TO 3%i� I a 2 x 4 STUD EACH SIDE7xzz _ ----SEE DETAIL 2/A1 FOR BASE — OF COLUMN, (3) BOLTS FOOTING SCHEDULE REQ'D. ' ' RAND BOLT SIZES I � -----_----EXISTING 2'-0" x 1'-0" o— 7.S. COLUMN 3 1/2 x 3 i/2 x CONT. FOOTING OR i" MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVEF;SE REMARKS x 1/4 _ - - - - --- -- -- x 3'-6" x 1'-0" FOOTING - REINFORCING REINFORCING V) SEE PLAN FOR LOCATION _ �A 5'-0" 5'-0" 1 -0" (6) #5 x 4'-6" (6) #5 x 4'--6" 3 END COLUMN CAPr4'�END COLUMN BASE PLATE °' 1 1/2"=1'-U" O 3'-0" 3'-0" 1' -0 _ (4) #5 x 3'-C '— !4) #5 x 3'-0" � 0 a N N N EXISTING CONC. WALL EXISTING CONCRETE WALL EXISTING CONC. WALL Gl_. BM.-- I EXISTING 8"0 STD. PIPE -_ 5 1/8 21 COLUMN ' 5/8" PARTICLE (14 .5/8" PARTICLE BOARD --'y- \ I GL. BM. 5 1/8 x 21 AREA OF WORK— — BOARD ORK--- BOARD 5/8" PLYWOOD i 5/8" PLYWOOD L3 x 3 x 1/4 x 6" _ 3" VERTICAL SLOT I J AT 4'-0" O.C. "�, R 5/8 x 12 x 1'-7" 1 1/2' I I `� U L'-� _Ac WITH (5) 3/4"0 ITW - — -- — — - s RAMSET TRUBOLT WITH00 -n--� SIDE R 3/8 x 6 x 9 - --� SPECIAL INSPECTION OF _M ' 1 1/7 SLOTTED / .�,f I WITH 3/4"0 M.B. INSTALLATION , �1�Ulf - I HOLE DATE � +' 10-21-92 BASER3/4x6x10 0 III72iP.T. 4 x 6 LEDGER WITH 3/16 � F DRAWN BY: 3/4"0 ITW RAMSET TRUBOLT 1 1/2 ho �/ 3/8" R � I {�K AT 4'-0" O.C. SIDE R 1/4 x 6 x V-8" ! Ar_ - E � � �t � CHECKED BY: PACTRUST + � -- WITH (2) 3/4"0 M.B. Inl � _ BUSINESS 1., �o - ` �'------- 4 x 10 P.T. LEDGER -- �-- 2 x 10 FLOOR JOIST---- I WITH 3/4"0 ITW RAMSET 2 x 10 FLOOR JOISTS - I ! AT 1'-4" O.C. TRUBOLT AT 1'-4" O.C. / \ I I 1/4 • H bN RL EDITION i o CENTER NL' STAGGERED ^ �; DA1F.: L3 x 3 x 1/4 x 6" — �-- 3/16 -BASER 5/8 x 5 1/4 x 6" II I 4 AT 32" O.C. AT _ r LEDGER TOP BOLTiv I 8" I LEDGER AT CONC. WALL6_N�GL. BM. TO CONCRETE WALL CONN. a GL. BWEXISTING COL. CONN. ,w► VICINITY MAPJOIST TO CONC. WALL s _ _ _ C� Al — 1 1 /2„__1'- 0” Al 1 t�z"=1'-0" Al 1 i�: 1=o' �/' ��-/fit- �_��(:'j• — !` r r C ye ko Fur MACK ENaE`S/UTJ &ASSOtiUTES, ?c A7 AND ARE N11T TO 9F ",ED OR REPRO- �i�i ,. �y .,,r yyF ;r-1 WII1 liiE 7,WSW yZe0 ,'"'fd S.AV SHEET Al ! cr n) CD I � ujii '•, r, Q 292.38: I AS FILED FOR P ERMIT 10-21-92 f .'SU 5b1 DLIRHF4M PD/Bl.-DG 1bL, ^...__._.__.-__._ .........._____...._..._.._ •—.__.,..._._ .-- -- OF ` � IF THIS DOCUMENT IS LL:SS `« -f I ' I �I I!I 1 1 1 1 1 1 I 'I I I I I I I I I I I ? l - C 1� f I 11 1 1 1 I l l l l i f f�l I I I I I I I I I I I I I I I I I I I 1 1 I 'I 1 1 1 1 1 1 i- I I I I I I I I I I ��. �� '��, I f � l ( III I � I ISI III I � j ij�T rrrr f � 1 I � 1 ISI 1 � 1 ISI ISI ISI ISI � � � I � Ili I ISI III I � I II APRIL 2t3 19y4 LEGIBLE THAN 'I'IIfS NOTATION, I 1 `l, 3I 4� -- --�1----I--=-L-._ -.-----._?��_��---��� it 1 � IT Iu DUE. 'I'O THE: QUALITY OF THE ORIGINAL DOCUMENT'. -- -- M-1 - - r- -- -- - --- E Z �8Z LZ 9ZZ 6Z EZ til bZ88TLT 9T 4I YI ET ZII �T �di 8[ ! II II{11111IIIIIIH11!I11111{1111111111111 {I!IIIIIIIIIIII�III! Illllllll114111l1111�1111�1111{111,11111 II111�1 ! 1 • KEYNOTES --� KEYN �-- - L.�_—� 14 1. 5/;j" PLYWOOD WITH lOd NAILS A7 6" O.C. AT SUP,'ORTEP (� - - - �-2 x 10 D.F.L ,#2 AT V-4" O.C. WITH SfMPSON I EDGES AND 12" c).C. ELSEWHERE W °' `n x N) 00 T.S COLUMN 3 1/2 x 3 1/2 50' 2. 2 10 #2 Q.F.L. FLOOR JOISTS AT 1'-4" O.C. N (NI rH -- a, LUS210 HANGER Q c (D t x 1/4 + SIMPSON 8210 HANGER TYPICAL 3. (2) 2 x 10 HEADER AT RECITE 00 13' 6 11'-r; r t1 ._g 12'-6" 4. 2 x 6 AT 15" O.C. WJTH 1/2" PLYWOOD WITH 8d NAILS Q V 0 1 1/4 I Gam. BM, 5 1/8 x 21 CONCRETE INFILL ---_ -(� II A7 4" U.C. AT ALL PANEL EDGES AND 12" O.C. AT INTERIOR (/� o m M ORTS ' EXISTING SLAB---- Ir3/1/f 6 7 5. T.S. COLUMN 3 1/2" x 3 1�2" x 1/4 TrPICAL (UNLESS NOTFi, Q O - O J I --BASE 5/8 x 10 x 10 A l 11 A l C. 3" VERTICAL SLOT I -- 13 l4 6• EXISTING 8"0 COLUMN I IWITH (4, 3/4"m ITW RAMSET TRUBOLT ANCHOR j • rn X 7. EXISTING 2'-U" x 1' 0" x CONTINUOUS FOOTING c } o � 3 8 x 9 x 1'-0" _ - -- - --- --_- _ _1*-- -O 8. (2) 2 F #2 H • ami -SIDE � / I -- _ WITH (2) 3/4"0 M.B. - x 10 O -- NON-SHRINK GROUT I I _ - -- 9. 2 x 12 D.F. #1 STRINGER WITH 2 x 6 NAILED 70 EACH SIDE t • 8 �- (ONE SIDE AT EDGE STRINGER) (3) STRINGERS REQUIRED �" 4iV) o 0 / - _ - - 10. P.-I, 4 x 10 I-EDGER - SEE DETAIL 5/A1 Q c w N Ln &Q3 - 11. P.T. 4 x 6 LEDGER - SEE DETAIL 6/A1 V) p 0 am °i 1_ N/OOD WITH 8d NAILSQ5/8 x 5 1/4 ;. P�. 2x4AT16" UC W10; 1 2" PLY 1 _ - Tc r�'1 I 15 - --- AT 4" 0 C AT ALL ANEL EDGES W , M MND-. N 3� L 13. 4 x 4 POST WITH SlMPSUN AB44 POST BASE AND S1MPS N ` �ACE44 POST CAP Z 3 0 0 / 3/16 3 1/2" 3 1/2" _ 14. 2 x 6 AT 16" O.C. o - o _ �:__ 15. (3) 2 x 10 CANTERLEVERED AT STAIR STRINGERS WITH Y_ Q, r- 1. 1.5 CUL-LIMN 3 1/2 x 3 1/2 - `� -� F OTING - SEE FOOTING 7_7 _ `� cv - N co - 5 SIMPSON HU210-31F HANGERS AT GL. BM. c J o 0 -- x 1 /4 � � Q V QT t O IL _- _- -! ! CHEDULE (�` � - - - A' 16. 2 x 10 CANTERLEVERED AT STAIR LANDING L. ca 0 t _ oo I c ao - - a o n_ a \ � � ��,c 17. 2 x 4 AT 16" O.C. CRIPPLE WALL a16 3.. � AA 1 ta� o -- CLR. F 0 -0 _Ig A, _j N Jul it Lca N L11 EGEND --- �- TYPICAL COLUMN CAP _ r2NjYPICAL COLUMN BASE _ d I 2 n . ' 1 1/2 =1'-0" q1 1 1/2..„1 _0•- ' Al W 2x4AT16' O.C. { ; ' -71F =_ -= 17— 2x6Af 16" O.C. U O L_ I L< S co a CA> OA A INTERIOR WALLS BY OTHER.. _J r- w � (1) 0 8 LiJ 5/8" PARTICLE-- ----2 x 4 AT 24” O.C. J � BOARD ON WITH 5/8" GYP. BD. Al Al Q L 5/8" PLYWOOD EACH SIDE 3 7 6 -- - -TYPICAL T.S. COLUMN �` O GENERAL NOTES cn Z3 m - --- -DOUBLE 2 x 6 TOP R - - - (- _ _ T 1 " O.C. -- UP A. VERIFY AND C jnl� z 2 x 6 A 6 / ._.I _ _ IRM ALL DIMENSION; AND CONDITION`_;. � 13 I I I�-- - -� NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO m O 1/2" PLYWOOD WITH 8d NAILS START OF WORK. AT 4" O.C. AT PANEL EDGES 3 14 12 B. THESE DRAWGINS FOR STRUCTURAL MEZZANINE FRAMING, ALL L.L 2 x 4 EACH SIDE OF COL. Al �� 17 INTERIOR AND OCCUPANCY BY SEPARATE PERMIT. 0 U AND AT 16" O.C. WITH 5/8"0 C. OCCUPANCY B-2; BUILDING SHELL CONSTRUCTION TYPE J11N. 3" VERTICAL SLOT THRU-BOLTS (3) REQ'DAT COL , . .I D. ELECTRICAL AND MECHANICAL BY SEPARATE PERMIT. CL Z� j E. MAINTAIN 100% FIRE SPRINKLERING THRnUrHOUT. SIDE (C 1/4 x 6 x 9 I F. MEZZANINE LEVEL USED FOR OFFICE LOADING (50 PSF WITH 3 40 M.B. a �- -2 x 4 P.T. BOTTOM E WITH c LIVE LOAD PLUS 20 PSF PARTITIONS LOAD) / I 5/8"0 ITW RAMSET TRUBOLTS AT 4'-0" /'�► SECOND FLOOR FRAMING PLAN � GL. BM. 3/16 I R 5/8 x 5 1/4 x 6 51/8x21 I + 1 � - 5/8"0 THRU-BOLTS TO 3116 I 2 x 4 STUD EACH SIDE / I I� OF C(j•_,jMN, (3) BOLTS 1 ' SEE DETAIL 2/A1 FOR BASE I REO'D. RAND BOLT SIZES FOOTING SCHEDULE � ------------- EXISTING 2'--0" x 1'-0" • --------T.S. COLUMN 3 1/2 x 3 1/2 s CONT. FOOTING OR 3'-6" MARX LENGTH WID TFI DEPTH LONGITUDINAL TRANSVERSE REMARKS x w 1/4 x 3'-.i" x 1'-0" FOOTING REINFORCING REINFORCING _ SEE PLAN FOR LOCATION • O5'-0" 5'-0" 1' 0' (6) #5 x 4'-6" (6) #5 x 4'-6" 3 END COLUMN CAP a END COLUMN BASE PLATE 3'-0" 3'-0" 1'--0" (4) ¢5 x 3'-C" (4) #5 x 3'--0" Al 1 ,/1"=1'-0" Al 1 112"=1'-O" q' d C3 N N ��--EXISTING CONIC. WAIL EXISTING CONCRETE WALL EXISTING CONIC. WALL EXISTING 8"0 STD. PIPE RTICLE 5 1/8 x 21 04 COLUMN /� 5/8" PARTICLE 5/8" FABBOARD j ~ I AP EA OF WORK BOARD 5/8" PLYWOOD GL. BM. 5 1/8 x 21 5/8" PLYWOOD-- L3 x x 3 1/1 x 6" 5/8 x 12 x 1'-7"i -------- -3" VERTICAL SLOT - I AT 4'3 x O.C. -R 1 1/2 � f l _JU t_J tti WITH (6) 3/4'0 ITW � - --- r- - - --- - - ;' RAMSET TRUBOLT WITH rI 'rv� rvv,�Vu r -SIDE e .3/8 x 6 x 9 _ n ....... 1 1/2" SLOTTED i SPECIAL INSPECTION OF , I WITH 3/4"0 M.B. f rD K' HOLE INSTALLATION v ��YY DATE: •�- _ 3 4 x s x 10 10-21-92 1 . J1 a P.T. 4 x 6 LEDGER WITH 3/16 1 1/2„' 1a 3/16 -'BASE ►� c _-__t( DRAWN BY: 3/4"0 ITW RAMSET TRUBOLT AT 4'-0" O.C. SIDE R1/4 x 6 x 1'-8” _ \ \ + .�-- WITH (2) 3/4"0 M.B. E t _ R A C T R U S T CHECKED BY: -4 x 10 P.T. LEDGER -- o -- B U S T N C_ss 2 r 10 FLOOR JOIST- WITH 3/4"0 ITW RAMSET 2 x 10 FLOOR JOISTS----1 _- II I CENTER N �� REVISION 4A I 1'-4" 0.C. TRUBOLT A T V -4 O.C. I -- II EDITION STAGGERED I I DATE: ING L3x3x1/4x6" - -- - - 3/1B BASEE5/8x51/4 x6" II 4� AT' 32' U.C. AT V G LEDGER TOP BOLT --- ti �- 5 JOIST TO CONC. WALL s_ LEDGER AT CONIC. WALL GL. BM. TO CONC9ETE WALL- CONN. e CaL. BM./EXISTING COL. CONN. _ �� VICINITY MAI' 1 1/2"=1'--0" Al 1 ,/7., 1' o' �' � VA.,ht N11F'SAITO k A-.)GIATES,P, 1991. ALL RIGHTS RESERVED FNESE DRAWINGS ARE THE PROPER'R'GF NACNEN2IF.lSARtI 8.\SiOt^IATES, A' ANO A0 Nn' rr'4F I,FO OR Rr F� G'HEET c� A 1 �1 IN 1 CD J0P NO Q 292383 AS FILED FOR PERMIT 10-21-92 _."2C-1 Sul DIIPHAM PD HI 1 , 166 rl r rr' P s I I I ll'I II I 1 11I 1 1 1 t t1 tI� TStit tlt IIII I- 1 1 I i Ili Ili Ili lill Ili IIli Ili I1 ililil illlIII 1I1I 1I1I111111 IF TBIE DOCUMENTIS CASs ZLi - APRIL 23 1994 LEGIBLE THAN 1115 NOTATION, 4 1 No 36 IT IS DUE TO TUE QUALITY Or _ rrAL DOCUMENT.'. -- - - --t--- --- - - - ---- EI ZIyZ LZ�91Z �Z1�6Z EZI Z TZIO�Z18I �9T Li I9�T 9i b1 E(i tT TL THE ORIGI Ioo�� III Illlllullul(��Ill�ulll�llll�ll(�III ulllull ull(Illllllllllllul�,ll�lul�lllllllll�llll Il�llulllllu(Il�ull(lul�llll(IIIIIIIII(lul uu(lul ull111llW11W11 uulullliu1l11ll11',uulllllllllllilllllullllu(lul uli(11111111i{1d!l IIIIIIIIIIIIII IIIIJIII IIII�III KEYNOTES � _? - - - �-----2 x to D.1-.L2 AT 1 2 1 � 1 4 1 EDGES ANPLYWOOD 2" 0>TH 10d NAILS.0 ELSEWHERE A I 6 O.C. AT SUPPORTED W CT)yu� 1 1'-4" O.C. WITH SIMPSON 2. 2 x 10 #2 D.F.L. FLOOR JOISTS AT 1'-4" O.C. WITH �. o C4 ruS210 HANGER X.;/COLUMN 3 1/2 x 3 1/2 -_ _ 50'-_n_ SIMPSON .18210 HANGER TYPICAL Q c 3. (2) 2 x 10 HE/DER AT RECITE cn 00 4. 2 x 6 AT 16' O C. WITH 1/2" P!YWOOD WITH 8d NAILS 0 N ---GL. BM. 5 1/8 x 21 CONCRETE INFILL- - / 13'-6' _ 11'-6" 12'_6" 12'-6_ N Q cv -,1 I/Z — AT 4" O.0 AT ALL F'ANFL EDGES AND 12" O.C. AT lNTERIUR � p � M EXISTING SLAB--,7 3/16 5 6 7 Sl1PPORTS (/) O -�- tASE �' /8 x 10 x 10 Al Al 5. T.S. COLUMN 3 1/2" x 3 1/2" x 1/4 TYPICAL (UNLESS NOTED) Q ,O cl ` - ------ 3" VERTICAL SLOT WITH (4) 3/4"¢ ITW RAMSET 13 14 � 11 6. EXISTING 8"0 COLUMN � TRUBOLT ANCHOR 7. EXISTING 2'-0" x 1'-0" x CONTINUOUS FOOTING ( o� c - o L� v� SIDE R 3/8 x 9 x 1'-0" — - _-- -� A 8 (2) 2 x 10 D.F. #2 � o WITH (2) 3/4"0 M.B. - _ 9. 2 x 12 D.F. #1 STRINGER WITH 2 x 6 NAILED TO EACH SIDE O I ----NON--SHRINK GRGIJT1 I I _ &___� - ------- (ONE SIDE AT EDGE STRINGER) (3) STRINGERS REQUIRED °iN o 0 _ 'v. P.T. 4 x 10 LEDGER - SEE DETAIL 5/A1 Q c 4- r, Ln 13 �- _ 1 11. P.T. 4 x 6 LEDGER - SEE DETAIL 6/AI V) +- 0 rn rn - ---ol- 12. 2 x 4 AT 16" U.C. WITH 1 2" "LYW00D WITH 8d NAILS �, c ----BEARING R 5/8 1/4 Y 9 - - _ 0 � x 1'-0" •. . — I 15 - - -- LL. PANEL EDGES _ m MC14 AT 4" O.C.0 C AT E'-I — I 13. 4 x 4 POST WITH SIMPSON A..B44 POST BASE AND SIMPSON N w -- ACE44 POST CAP Z O o 3/10 3/1b 3 1/2" 3 1/2" _ { 1-- - — 14. 2 x 6 AT 16" O.C. LAi 3 I.S. COLUMN 3 1/2 x 3 1/2 _-- o - _ _. - -- 15. (3) 2 x 10 CANTERLEVERED AT STAIR STRINGERS WIrH y toc J x 1/4 L _ _- _ - F 01TNG - SEE FOOTING _-_ _ _ __ N N _ - - - -5 SIMPSON HU210-3TF HANGERS AT GL. BM. U = 0 _9 � � o - -�- CHEDULE ^-�_- F-" �^� - �- - - ---- At 16. 2 x 10 CANTERLEVEREU AT STAIR LANDING Q L Lo 0 r_ = = I I �.�� 17. 2 x 4 AT 16" O.C. CRIPPLE WALL 1 0 n 16 1 n L v -=-- 2 4_13o O t o A - 10 CLR. m Al m c' -iICN �;IN iN f, LEGEND -- �- TYPK-AL COLUMN CAP _ 2 TYPICAL COLUMN BASE �-� 2 LL- a� Al 1 1/2"=1'-0" Al 2x4AT 16" D.C. w e r f— a 7 1x6AT16" O.C. � U U CA) A INTERIOR WALLS BY OTHERS ;- Q) 0 W 5/8" PARTICLE - --2 x 4 AT 24" O.C. 4 Al BOARD ON WITH 5/8" 'YP. BD. Al < C 5/8" PLYWOOD EACH SIDE - 6 � ` --------TYPICAL-TYPICAL T.S. COLUMN 3 Q 6 -O GENERAL NOTES _ ( / �] -- --DOUBLE 2 x 6 TOP R _� — r y O 0 1 --- 2 x 6 AT 16" O.C. �" I Imo_ - _- _ UP A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. i3 - UP NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO J m 1/2" PLYWOOD WITH 8d NAILS3 - - - START OF WORK. 0 AT 4" O.C. AT PANEL EDGES S 104 12 B. THESE URAWGINS FOR STRUCTI,T<AL MEZZANINE FRAMING, AL1_ + Q. /--- -2 x 4 EACH SIDE OF COL. Al 13 y INTERIOR AND OCCUPANCY BY SEPARATE PERMIT. 17 U (� 1 1/2 / AND AT 16" O.C. WITH 5/8"0 ���,../// C. OCCUPANCY B-2; BUILDING SHELL CONSTRUCTION TYPE IIIN. /,------3" VERFICA_ SLOT / THRU-BOLTS, (3) REQ'D. AT COL. D. ELECTRICAL AND MECHANICAL BY SEPARATE PERMIT. iv I I E. MAINTAIN 100% FIRE SPRINKLERING THROUGHOUT. -SIDE h' 1/a x 6 x 9 F. MEZZANINE LEVEL USED FOR OFFICE LOADING (50 PSF .r --- _ -2 x 4 P.T. BOTTOM t WITH LIVE LOAD PLUS 20 PSF PARTITIONS LOAD) WITH 3/4"¢ M.B. I I W 5/8"0 ITW RAMSET TRUBOLTS AT 4'--0" O.C. SECOND FLOOR FRAMING PLAN GL. BM.---/3/16 R 5/8 x 5 1/4 x 6 -`T 1/8" 1 -0 II 5 1/8 x 21 I 4- ;i/8"0 THRU-BOLTS TO 3/162 x 4 STUC EACH SIDE _ w OF COLUMN, (3) BOLTS 6 � it SEE DETAIL 2/A1 FOR BASE POUTING SCHEDULE REQ'D. R AND BOLT SIZES ---EXISTING 2'-0" x 1'-0" •- '``- ---T.S. COLUMN 3 1/2 x 3 1/2 x CONT. FOOTING OR 3'-6" MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMORKS x 1/4 -- - -- -- -- x 3'-6" x 1'-0" FOOTING - REINFORCING REINFORCINC _ SEE PLAN FOR LOCATION 0 •—• END COLUMN CAP END COLUMN BASE PLATE O 5' ,'-O" (6) #5 x 4'-6" (4) #5 x 4'-6" �..� -+-. 3 4 �=J 3' O" 3'-O" 1'-0" (4) #5 x 3'-0" (4) #5 x 3'-0" 0 N N EXISTING CONC. WALL EXISTING CONCRETE WALL EXISTING CONC. WALL --- GL. BM.---- I -,,--EXISTING 8"0 STU. PIPE 5 1/8 x 21 / COLUMN 5/8" PARTICLE \, 5/8" PARTICLE— BOARD --T-�- GL. 9M. 5 1/8 x 2, A R E,�, OF WORK- BOARD � _ AT 4'-0" Q.C. _ � , ( I/ 5/8" PLYWOOD 5/8" PLYWOOD - x 3 x 1/4 x 6" 5/8 x 12 x 1'-7" --3" VERTICAL SLOT AWITH (6) 3/4"0 ITW -- -- - _- -- - - - - - - RAMSET TRUEfOLT WITH - 1-- 'co -SIDE R 3/8 x 6 x 9 \ l) —_ 1 1 1/2" SI.OTTEp INSTALL INSPECTION OF $1 I I WITH 3/4"0 M.B. l 1 110 p I \AJ _ 14 HOLE INSTALLATION � DATE: l__ .1. _ 3/16_9 It - ---BASE IE 3/4 x 6 x 10 0 11 I F ....... 10-21 --92 P.T. 4 x 6 LEDGER WITH 1 t/2 bo 3/16 �✓� j� DRAWN BY: 3/4"0 ITW RAMSET TRUBOLT 3�8" R `� �� BK AT 4'-0" O.C. SIDE If 1/4 x 6 x 1'-8" � .�-- `E P CHECKED BY:(2) 3/4"0 M.B. ACTRUS BUSINESS • --4 x 10 P,7. LEDGER -- REVISION 2 x 10 FLOOR JOIST-- -- WITH 3/4"0 ITW RAMSET 2 x 10 FLOOR JOISTS — - - a � � AT V-4" 0.r TRUSOLT AT V-4" O.C. H ENTER O O � N HH 1� >=-• �N CLOSING I w - z 1 6 W EDITION STAGGERED 1/4 L3x3x1 4x6" �- - --BASE 58x51 4x6" I / q� g DATE: LI / 3/16 R / / AT 32" O.C. AT ° G LEDGER TOP BOLT I -- -- 8" 5Y r5_'�JOIST TO CON_". WALL_ 6 LEDGER AT CONC. WALL _ GL. BM. TO CONCRETE WALL CONN. a ` Cal_:. BM./EXISTING COL. CONN. �� VICINITY MAP Al 1 1/2"=1'-0" Al 1 I12"=1'--0" 1 1/1 -, -o' AAA CITY OF 73ARD approved ............. ............................................ .l 1• MACKENZIE/SAITO k ASSOCIATES,t' ondltlonelly Approved.................... OA' 1992, ALt. RIGHTS RESERVED ���777 or nnly thq Wnl 4R� �pJ�� THESE DRAWINGS ARE THE PROPERTY 0, MACKENZIE/SWO k ASSOCIATES, PC{M/'S Al AND ARE NOT TO BE USED OR REPRO sooletter to:Fo!AG.. ... . . . ..... . . ........... ............� I: PRIOR ,N AMYWRmEMANNER.EXCEPERMISSION PT WITH TH THE Attach . . . . i SHEE i r1 ty: Date: Al Qj 01 1 0 ,TOB NO. Q 292.33 D AS FILE10-21-92 . . FO _ _ F�I\/11T 7250 541 DL.1F'NAII RDiHI_DG 166 �i OF 5 r I . I IF THIS DOCUMENT IS LESS 711 111111 111 III 111 111111 111 111 111 I LI IIT rj r (r r11 I�r I�, f i III 1�r ter r I III 111 1 � 111 III III 111 III 111 III I�II11111II'Ifl�Ill I�I Ili ,�111�1 III I�I IIIN I - 1 f n . LEGIBLE THAN THIS NOTATION, I I I � 11 I I Z I I � � I � 1 I I � I I J,� I �,I I I I I L APRIL 23 1994 L------1 3 _�_�-- a�---6 - - -!�-I-- --` �. 10�_- 11 12 IT IS DUE TO TUE ()l1ALI'rY or - No 39 �.-�.��-. TME ORIGINAL DOCUMENT'. _1 - --- - - - -- - -- ---- --- - r - -- -- - -- -- - �111E �Z �8T LZ 9Z Z 6Z Eo �Z T�Z �Z 8[ P�[ LI 9i SI�T ti�I Ei ZT ii T 6 �8 �L I 9 9����6 � S Z T,,,,,"I 11111����1 �IIIIIII� �IIIII�11 IIITITII IIII 1111 IIII IIII I111�1111�111111111111111111111111111111111111iIIIITII IIII III,, , IIII►i11111111!►1►TTI 11►1 ►11�►�I�T� T►.,IIT ►I►�1I�Tllll llllllllllll►►1 I�►I�WT1i11111111��1