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Home My WebLink AboutPermit 1557 - The Koll Company - Building D6 BUILDING PERMIT CIT t )F TUKWILA BUILDING Rot, WIT 14475 - 59th Ave. So. / Tukwila, Washington 98067 Applicant to complete numbered spaces only. I5 S 7 BUILDING PERMIT NO, N2 707 JOE ADDRESS • - ;I I I • M f C 1 DATE 16 August 1978 LEGAL 1 DESCR. LOT NO. ELK TRACT �/�(_ AXIHSEE ATTACHED SHEET) OWNER MAIL ADDRESS ZIP PHONE z The Koll Company 2723 152nd Ave. N.E. Redmond, Wa. 885 -SXNE 5765 CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. 3 Same as Owner ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. 4 Leason Pomeroy Northwest, Inc. 1844 -A Westlake Ave. N. Seattle, Wa. ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 LENDER MAIL ADDRESS BRANCH 6 USE OF BUILDING Warehouse /Office / '7 606 S C) • tz r S Class of work: GINEW • ADDITION • ALTERATION ❑ REPAIR ❑ MOVE • REMOVE 9 Describe work: 10 Change of use from Change of use to J6.-(41—Ai 0- yYc, 11 Valuation of work: $ 217,379 PLAN CHECK FEE 189.24 PERMIT FEE 291.08 SPECIAL CONDITIONS: Typo Of Const. V -14 Occupancx Group O -2 Division Size of Bldg. (Total) Sq. Ft17,600 No. of stories 1 Max. Occ. Load Fire Zone 3 Use Zone M-1 Fire Sprinklers Required ■ Yes XINO APPLICATION ACCEPTED BY: PLANS CHECKED BY APPROVED FOR ISSUANCE BY No. of Dwelling Units OFFSTREET PARKING SPACES: Covered Uncovered NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK I COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Special Approvals Required Not Required Approved ZONING HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) FOUNDATION FRAMING FINAL SIGNATUR• olidil BUILDER) 1 le SIGN TURE OR AUTH•'IZED AGENT (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH OCCUPANCY PERMIT REQUIRED BUILDING PERMIT IT CIT( OF TUKWILA BUILDING LIMIT 144'15 - 59th Ave. So. / Tukwila, Washington 98067 Applicant to complete numbered spaces only. JOB ADDR EDS 8 5_:_-8_4_9 Lndus..ryiri.ve DATE 16 August 1978 �" 1 LEGAL UESC R. LCT NO. BLK TRACT �/�/ XX,' XSEE ATTACHED SHEET( OWNER MAIL ADDRESS. ZIP PHONE 2 The Koll Company 2723 152nd Ave. N.E. Redmond, Wa. 885 -SXXIX 5765 CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. Sane as Owner ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. Leason Pomeroy Northwest, Inc. 1844 -A Westlake Ave. N. Seattle, Wa. ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 LENDER MAIL ADDRESS BRANCH 6 USE OF BUILDING _ Warehouse /Office / 7% 6 0 6 S 0 . l- I 8 Class of work: HNEW ❑ AODItION 0 ALTERATION 0 REPAIR ❑ MOVE ❑ REMOVE 9 Describe work: 10 Change of use from Change of use to 11 Valuation of work: $ 217,379 PLAN CHECK FEE 189.24 PERMIT FEE 291.08 SPECIAL CONDITIONS: Typo of Coast. V —i`) Occupancy Group I$ -4. Division Size of 131d9. (Total) Sq. Ft17,600 No. of Stories 1 Max. ^ Occ. Load 9 Fire zone 3 Uso AA Zone M-1 M Firo Sprinklers Required DYes Xtx1No APPLICATION ACCEPTED BY: PLANS CHECKED B Y: APPROVED FOII ISSUANCE BY. Cr //;� _ .'' y`"" N DweIIo. of Ing Units OFFSTREET PARKING Covered SPACES: Uncovered NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK 'IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Special Approvals Required Not Required Approved ZONING HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) FOUNDATION FRAMING SIGNATURE OF OWNF.R (IF OWNER BUILDEH) FINAL 51GNATUIIF. OR AUTHORIZED AGENT (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS 1S YOUR PERMIT F'LAN CHECK VALIDATION cK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH OCCUPANCY PERMIT REQUIRED FORM 114 N S P E C T I O N M E M O TYPE O(' INSPECTION. STREET ADDRESS INSPECT .LOT PERMIT / `�' NO. NUMBER. / 5 �/ A.N. 4.14P, CONTRACTOR OWNER REMARKS 4 CITY OFellIcWILA BU LL ] 1la DE A Ter(-: T 6230 Southcenter Blvd. ti Tukwila, Washington 98067 Phone: (206) 242 -2.177 CATION OF WORK 1 1) l``(TR�� V 4 MIN N KL • K T BLOCK SUBDIVISION In PP- 7 9� 'NER CatAPPO4 ant DRESS 2723 M2. •P.V •:E S 7 7/ PHONE $ $5- 6 -96e ME OF BUILDER STATE LICENSE NO. SALES TAX NO. DRESS APPLI CATION FOR BUILDING PERMIT. CI ► Y QF T U KW: ?.A DATE IMA17 1978 BUILDING DEPT, PHONE /L/L,j /Oa,00 ESTIMATED VALUE �� 0OO OF COMPLETED WORK $ / 15- 3.7 ►oo /, 387,UZ) PERMIT FEE PLAN CHECK FEE $ LATE PERMIT FEE $ 651:4TOTAL FEE 5 f TYPE OF — N NCY CONST. GROUP FIRE 'j l ZONE • 1�-4 USE ZONE 'A FIRE SPRINKLERS MAX. REQUIRED OYes ENo OCC. LOAD iCRIPTION OF WORK: wI rz . K O F (C, k Q-c t N (� ) TOTI L_ L'�flE (1F TF', I.ATURE OF $j$ 111ESS io F 4 t x. 3 - 7 / �4`7� THIS PERMIT T DOES NOT AUTHORIZE ANY WORK IN PUBLIC RI GHT•OF -WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, P:..UMBING, HEATING, VENTILATING OR AIR CONDITIONING. HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. APPLICANT BY legal description vicinity map site plan koll andover phase iii general notes lpn specification specification vicinity map legal description site plan general notes floor plan foundation plan roof framing foundation plan floor plan roof wall sections mezzanine mezzanine floor plans mezzanine roof floor framing plans foundation plan floor plan building sections roof panel elevations panel elevations panel elevations panel elevations schedules wall sections details downspout architectural details structural details 72 Ex Is 11 C.114.9 // On d-il LE /6.7". r.Fc.14/ 7/,i Z 6_7!) ..: ••'`.."1" ( () "4: f 1 (70 : 0.5 Vs a• eare e•Pax••••si goNao mo••=sf•Nc am= aam.m•••••• =MI; .2e••■••■■■ *vas •■• Icommeve•■•••• MOM •••••INMEINO.O.••• Owt$ ■•■•0101.1••■■■■ UMW., / (y-1,71,541f,;%:/a4. /1 (,42./VATEL /422,14i) E-,..)e/5-1 /0 "Worieor ' / (-,743,t7; 'vv.= Coi 72' Ex's?' 30.C.: IA•r; 617 4c77 ca , ro ) f.. '7J'- ;it- ,g, ? CO: „ ■ 14,7 I- 74 81!ii% ,Lcce27/.0r.) (7j"7:?,-,) 8 Sac) 5c,wer--. • • • • C • • —4... • t S t # • • fl • AIWA 1."13101 • •••• • OM= • SO • MEW • "istimmutit4 fl-._Ei,24,1 C 4; 5 jrCi 2. 5 : ?IMVISOli444"E.,te“!!'. : Y514■44: •14•1■166• i : WW1& :144444444:,:4A:441:46:44.1.6. 4 1 :ALL MATERIAL AND CONSTRUCTION SHALL BL. IN CONFORMANCE WITH APPLICABLE.SECTION5 OF THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTIONPRE. PARED BY THE WASHINGTON STATE CHAPTER, AMERICAN PUBLIC WORKS ASSOCIATION, 1975 EDITION AND THE' REQUIREMENTS OF THE CITY OF TUKWILA. 2 IT SHALL BE THECONTRACTOWS RESPONSIBILITY TO VERIFY.THE LOCATION :AND ELEVATION OF EXISTING UNDERGROUND FACILITIES. WHERE NEW CONDUITS ARE TO BE CONNECTED TO, EXISTING CONDUITS. THE EXISTING .CONDUIT SHALL RE EXPOSED AT THE POINT OF CON- NECTION AND THE EXISTING ELEVATION VERIFIED PRIOR TO THE INSTALLATION OF NEW, FACILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILIUNTO PROTECT FROM DAMAGE ALL EXISTING FACILITIES NOT SPECIFIED FORAEMOVAL OR MODIFICATION, AT NO COST TO THE OWNER. SANITARY SEWER PIPE AND FITTINGS SHALL BE ASBESTOS CEMENT, (CLASS 2400) OR PLASTIC, PER APWA STANDARDS.' TESTING OF THE SANITARY SEWER SYSTEM SHALL, BE IN ACCORDANCE WITH THE CITY O1 TUKWILA STANDARDS. SiNJTARY. SEWERIATERALS TO BUILDINGS SHALL BE CIINCHES WITH A MINIMUM SLOPE OF aNPE*CENT. - SANITARY SEWER CLEANOUTS C.O. () SHALL CONFORM TO A.P.W.A. STANDARDS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION (STANDARD PLAN NO '45). - STORM DRAIN PIPE SHALL BE HELICAL CORRUGATED ALUMINUM, T& GA., OR PLAIN CONCRETE PIPE, ASTM-C42 WITH RUBBER GASKET JOINTS:- 10. :GATE VALVES (O.). SHALL , BE AWWAVALVES, NON-R1SING STEMS FOR MINIMUM PSI WORKING PRESSURE. Ji FIRE HYDRANT SHALL' BEMOELLER OR WATROUS 5 1/4 'INCH MVO INSTALLED IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS. . . AREA DRAIN AND CATCH BASINS SHALL BE IN ACCORDANCE WITH APWA STANDARDS, OF THE TYPE NOTED ON THE PLANS. TYPE III MH SHALL SE PER APWA STANDARD SPECIFICATIONS. a. EXCAVATION, BEDDING, -AND BACKFILL FOR ALL STORM AND SANITARY SEWER LINES SHALL RE. IN ACCORDANCE WITH APWA STANDARDS 'FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION FOR CLASS C BEDDING. ALL BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM PRY DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR COM- PACTION TEST, ASTM DESIGNATION D69J-58T, METHODD.- ‘)04,itterpo):1. 9. - WATER MAIN SHALL BE 000.14m149J1k (6-4017.) CLASS 52 WITH TYTON 'OR MECHANICAL JOINTS. EXCAVATION AND BACK FILL OF WATER MAIN TRENCH SHALL BE' IN ACCORDANCE WITH APWA STANDARDS. , A CONSTRUCTION AND TESTING OF THE WATER SYSTEM SHALL BE .IN ACCORDANCE WITH APWA STANDARDS AND CITY OF TUKWILA REQUIREMtNTS. ALL WATER SERVICES SHALL BE 2-INCH COPPER RIPE (TYPE 1), PER CITY OF ,TUKWILA STANDARDS. WATER METERS AND METER ,BOXES 'SHALL cpNioRm TO CITY "OF TUKWILA REQUIREMENTS. ALL CRUSHED SURFACING SHALL CONFORM 'TO THt REQUIREMENTS OF SECTION 4;-04 OF THE WASHINGTON STATE HIGHWAY DEPARTMENT STANDARD SPECIfICATIONS. ALL ASPHALT CONCRETE PAVEMENT SHA4L BE CLASS B, ASPHALT •CONCRETCCONFORING TO 'WASHINGTOWSTATE HIGHWAY DEPARTMENT-STANDARD-SPECIFICATION. - A AIL- EXTRUDED CtMENT.CURBING SHALL BE IN ACCORDANCE WITH THE APWA STANDARD SOECIFICAA TIDNS ANDATHE PLAN DETAILS. Alt DRIVEWAYS SHALL CONFORM TO:CITY:OF TUKWILA STANDARD DRAWING -R-ANB. ALL CURES :AT CORNERS -OF PARKING AREAS TO BE CURVED WITH 1' RADIUS UNLESS OTHER- WISE SHOWN. ALL UNDERGROUND :CONNECTIONS TO EXISTING UTILITIES (SEWER, WATER, DRAINAGE, ETC..) -SHALL BE OPENED UP AND GRADS VERIFIED BEFORE NEW CONSTRUCTION STARTS. Dilte.Z/P7 e /975 . e . SCiq 4? Drawn Z:), ppro td • 1 "'• N N. ' •• ' ,• ' . • , 4T•,-.** • Co.", _ r?. 7 EX/ .S I t .�"''.r..s 14 8 //o.0.7 ,A".. /3, et, z' Co,, r9 TCJ rim I5on. e7` CO" I. ER. 4 ✓ /c/e AlWieSS 16.50 ::ar)/-;. 7th xxvert .._.He,A4? of on $a &Wd 37 44.g. /3. 4 I' cot, fl. Th C, f3. w .e7 9 cA4Pt ?/7 27 °1212 E sermon GP ea vs pion .E els SC al atia er r'4•ft�. • m en an *a R affAl aze Ersati 412 am atm Er° M Mt ex _.,� :tale Nm'89 toh WILSEY bate Scale_.: Designe Dra%%v>` Checked .. Number -� Co {r,.?C ,fix/ s1 27 C °r1l? .c 9'o /' Ors c(/; ? /.... /6.04. CDT) /i. To C,� �? i;'4:: 12` i/i � � ` %/% � O/ 5'.: ?c' ,'J 6- /.4", /4 't C0,2,-). 77) C. f , i;/ r 46,,C4 .''/ -?'Z' /5 6- o !' -t C 0t7 /). %o Ex; .5)4 - -r: 5/-20/0 /C d Bolt- Or a cidid /rte g, /4 3 CO, : ,. ;fa Ly' / / 49 A.. /?c'' ............. ........ r MATERIAL IAL =AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH APPLICABLE SECTIOiS OF STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION . PILE - PARED BY THE WASHINGTON STATE CHAPTER, AMERICAN PUBLIC WORKS ASSOCIATION, 197E AHD THE REQUIREMENTS OF THE CITY OF TUKWILA, LL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY" THE LOCATION AND ELEVATION IT SHALL OF EXISTING UNDERGROUND FA�.ILITIES. WHERE NEW CONDUITS ARE I.O BE CONNECTED CON- NECTION t1NG CONDUITS. THE EXISTING CONDUIT' SHALL BE EXPOSED AT THE I O, .AND' THE EXISTING ELEVATION :VERIFIED PRIOR TO INSTALLATION NROF NEW FACILITIES IT SHALL BE THE CONTRACTORS RESPONSIBILITY iT , AF� FROM COST ALL EXISTING- t'ACILITIES NOT SPECIFIED FOR REMOVAL OR_ TO THE OWNER. SA3ITAkY SEWER PIPE AND FITTINGS SHALL BE ASBESTOS CEMENT ,.(CLASS LAS S 2400 ) OR R SYSTEM SHALL BE PLASTIC. PER APWA STANDARD. TESTING OF THE SANITARY SEWER IN ACCARICE WITH TE; =CITY OF TUKWILA STANDARDS': SANITARY SEWER LATERALS TO BUILDINGS -SHALL 8E 6-INCHES CHES WITH A MINIMJM SLOPE OF 2 PERCENT. SANITARY SEWER C$.EANOUTS (C .0• ). SHALL CONFORM TO A 1',W A STANDARDS FOR MJNICIPAL PUBLIC' WORKS CONSTRUCTION (STANDARD FLAN NO. 45) . ._....: _ _.. STOIM DRAIN PIPE SHALL BE HELICAL CORRUGATED ALUMINUM , .16 GA., OR PLAIN CNGR E T I STM -C14 =2 WITH RUBBER GASKET JOINTS, 1i APw�A STANDARDS, OF THE., IN `AND. CATCH BASINS SHALL BE IN ACCORDANCE WI1, AREA' SHALL_ BE PER APWA STANDARC SPECIFICATION: ... TYPE' NOTED THE PLANS. 'TYPE III 3TH _ __� . - .��...►. .R.atiti.a.e�[TTH �1__CG .�. � � iii t .�4A1�� -:- BEDDING, ' AND t8ACKF 1LL FOK Au. STORM AJ ) JANJ TIER . SEW R .t L s.. EXCAVATION, r I �WQR#I5 CGNS7RUCTIi.N ACCORDANCE WITH. APWA ' STANDARDS FOR MUNICIPAL PJBL C , a.,; BE IN CLASS C BEDDING. ALL BACKFILL SHALL BE COMPACTED TO 951 OF 1IAXIMUM DRY. FOR � DENSITY AT OPTi94UM :MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR CC PACT O','i TEST, ASTtI DESIGNATION. D598-58T, METHOD D. WA►ER;`MAIN SHALL BE CAST :IRON (C. i. 1 t;LASS 52 WITH iYTON OR MECHANICAL ,;DINTS. 10. GATE VALVES (G,V .) SHALL BE AWWA VALVE`,, NON - RISING STEMS FOR. MINIMUM PSI WORKING PRESSURE. 11, F PE.HYDRANT SHALL BE MUELLER OR WATROUS 5 1/4 INCH MVO INSTALLED IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS. 12; EXCAVATION ANA SAGKFILL OF WATER MAIN TRENCH SHALL SE Iii ACCORDANCE WITH'APWA STANDARDS. 13, CONSTRUCTION AND TESTING' OF;,THE WATER; SYSTEM SHALL BE 'IN ACCORDANCE WITH" APWA STANDARDS AND CITY.OF TUKWILA REQUIREMENTS. ' -. 'T'•- �KI�ILA 14.'. ALL WATER SERVICES SHALL BE 2 -ICH COPPER PIPE (T YPE L ) PER CITY OF STANDARDS. 15. WATER-- METERS AND METER BOXES SHALL CONFJRM 10 CE OF - UKrILA.. REQUIQCMEh75. ALL CRUSHEC SURFACING SHALL CONFORM WASHINGTON' STATE HIGUWAYT DI: PART ?ENT Ai L - ASPHAt.T -CONCRETE. PAVEMENT SHALL WASHINGTON ,STATE HIGHWAY DEPARTMENT TO THE :.REQU'1REMENTS STANDARD SPECIFICAT; 18. ALL EXTRUDED CEMENT CURBING SHALL BE IN ACCORDANCE WITH THE APWA STANDARD SPECIFICA- TIONS AND THE FLAN DETAILS, Y ` F TUKWILA STANDARD DRAWING R -5 -B, DRIVEWAYS SHALL CONFORM TO CIT U . 19. ALL . „,;� WITH RADIUS UNLESS OTHER- WISE AT CORNERS OF PARKING AREAS TO BE .CURV2D WITH 1 20. ALL WISF _ShOwN TO EXISTING UTILITIES (SEWER; WATER, DRAINAGE, ETC. ALL UNDERGROUND-CONNECTIONS r � � � � STARTS.' SHALL BE OPENED UP AND GRADES- VERIFIE() BEFORE NEW LONSTRJCTi: N STARTS. SI.IEE'r- wilsey & ham transmittal site improvements 4 6 i I )III►JIIIIIIIII Illill111111lll Iillll111111lll IIIIIIIIIIIIIII11111111111111111111111111111111111111111111H1111111111 NOTICE: IF THIS MICROFILMED DRAWING IS LESS 1111 CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. k -171 - - _ ./_`' :... : 'j�,.�4 _ 1.�'1P,1Y,s Wad' e _ 1- Ago _ IM14.157 - /6f,0I,41,+ 772 cad A/J 4-0/A5P Tim t°A► /.' /LCr 'r1,1$E- . 2 9.,,._4;.:l/t%Y!' ✓.f L,(rt3?c _.. - i n 4. s: rf,i'3 ,- �..., I:. 1 I-- PfiaArroev Y2:1= A PPR0VE D . . 13 7978 JS I'I: +IUD f CEI,'' -1 CITY Of TUKWB AUG 111978 BUILDING DEPT. 1 8 10 1IJIIiI!IIi IuiiiiihI II! II!IN 16 IHIflhIlIIIi IIIIIIIIHIIIH lulls iQ ''ID'! '1''''' 111111 0 '‚‚‚‚1 ill d ifl 111 22 11 2 11 11 2 28 it 11 30 11! 11 111 3 11 34 3 111