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HomeMy WebLinkAboutB2002-2188 - Misc17.8s1_' oo2 CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O.BOX 1768, NEWPORT BEACH, CA (949) 644-3275 Project Address- I H O A C-e Plan Check No.: l l 84- — 2 Cl o 2— Plan Check Engineer: —(0 t) S € P Date: _ ea, _02 Phone: 1O4-4— 3276 Submitted Valuation:4—,000O Corrected Valuation: • Make the following corrections to the plans. • Return this correction sheet and check prints with corrected plans. • Indicate how each correction was resolved. TENANT IMPROVEMENT CORRECTIONS Note: This list is applicable to B/M/A3 occupancies. 1. Approval is required from: Building Department Planning Department Fire Department Orange County Health Department Other Additional corrections: In addition to corrections marked on this list, see additional corrections on plans, including: Approved Corrections a. Building ❑ b. Electrical ❑ ❑ c. Mechanical ❑ - ❑ d. Plumbing 0 ❑ Submit completed hazardous material questionnaire form. Building Data: No. of Stories: Type of Construction: Occupancy Group(s): Suite Area: Fire Sprinklers: ( ) Yes ( ) No Fire Alarm: ( ) Yes ( 1 No (a) List building data above on drawing. (b) Correct building data on sheet as noted above. QL2.0•ItPE Ml4ie 24Al. -see .t 4F1LAtOn1S PC 2— er.11&tNSce2lS ck__O -itw'S r2:1N1 pL+esr3 MO rtespd ISE PRovtO CITY OF NEWPORT BEACH BUILDING DEPARTMENT 3300 NEWPORT BLVD. P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 (949) 644-3275 PLAN CHECK REPORT Project Address: 1 rl o 1. Date: A 8_ o 2 Plan Check No.: 175(4-7,r,2Plan Check Engineer: "ink SC F Phone: Cod4-Z27M Applicant to indicate in column at right where the correction was made on the plans. ' ex-ceNi eC SLAB and v2ADE re RE SPec1lett am PL& ALSe, SEE Aso MAV'2.its is IQ SHK. A 2.-f; - Correction Location on Plans kap .# ✓e plr= ac,r= e.-Iit= e _IC 2nnp FLa,R- F2PtrAtN7La 446e, 0A PA Z ,,.-9t2. A.DOITi,n3Al _ L.nAp1 titr-, ( ten 12A'4(Th' o �.J Lt) 4p ret F ( atJ PLA w1 TH41 P9yvl ' wilt eoF ►nlgipllel? o fy SLA-'S aN t.12AD d.orrecteilL rwtx r y 8 Ca)-°-. " Vie ‘1 B' rea►+ w+"r l f p.(2.1 8 "".-lr_-" CAmmiCtai - NoT vciet • . N% r tott+ D- tiP ET_, P12nvt0r- C>AR 142_ p12Ik1TC re) 1-1AJer 4-L_.- toNitJEL:71r,.J4 G_L_A-12 IF LC 0 -7 tawr-At=THno my/ of A.T7/4-e_14ML=P9T of \/cR-- G- 4G- x c . 4- T n I-j oL4 x t= f .i 7 . . S . 4. To Ci tp �LFtrD. (z.e; spec-!F-( 1.j Ll c i7_a AzM� 7 Ho D ei F .--TTtcc.N M t= tJ 7 a F tta7 f -7 Ws T.0t3+=. Tn ve 2-T a4X c-,. fC, spc=c(p1tzz0 SNI � =THa D cDr A-T7ac.H rite �T aF' vG�fLT. �- 4X .4- To /ga 3" x �+ paT o P., t•_ L..-1G-an1Set) t= niC,1N.1 F-.12 TO STA-Me f sit-,,,i -rt(LIG7 pizA\,JtrJC' 4pa-4n1Nic, L n(=:-TALL.) -SH ra JT 4- 0 j 1.-A-1...C. LI l i,41 t on l S nt o i ►' i r... i rl-, t P g.c J 1 n F L -,1 P. I P plc u pn P rjTAT1„, A-s f2i-CRt1Lp�-n -. � — Sfr(ot„in1 ord <,H a kr 4- eF c- .Lc_S. (43)__tata �;2 te, t'w4S to p r.J IatB4- E O-i-tar') a F i l /. t-rf I.-li. S`(t�c t a F f2,4- nit NJ C� rM1 A t.91.1 t L. _ P can V t Qi; im--t n L41r S'C .- p (lit 1?%}S�Y RAJ 1��� U.ea.. �_ . 1 sE (Lel) NI Aga. i� 0 AN\ DR-AQ I NG . .TtJf43 Trte NIARR c-mail: cnb_big@city.newport-beach.ca.us Forms \ Plckre port1.0le wcbpage: wwwcirvncwport-beach.ca.us/building CITY OF NEWPORT BEACH FIRE DEPARTMENT 3300 Newport Boulevard, P.0. Box 1768, Newport Beach, CA 92658-8915 HAZARDOUS MATERIALS QUESTIONNAIRE If the answer to any of the questions below is yes, applicant must contact the Fire Prevention Office, 3300 Newport Boulevard, P.O. Box 1768, Newport Beach, CA 92658-8915. Telephone: (714) 644-3106. Business Name � Ma?itfig Address Zue I.4octa Drwe. - Contact Person City tleaVOfk—SCaC PA State Ca - Telephone Zip .rL(oSb Site Address City Zip Girt- ctArVi ct4 FACt. OIM f rO tr'1qk t ee cL l Co.. S ZIP cliS S N^ 4. ❑ 5. ❑ 6. ❑ 7. ❑ Will your business activity generate Hazardous Waste in any quantity, in any physical form (solid, liquid, gas)? Will your business at any one time store, use or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds or 200 cubic feet of compressed gas? Will your business store, use or handle Carcinogens or Human Reproductive Toxins in any amount? Will your business use an existing or install an Underground Storage Tank for Hazardous Substances or Hazardous Wastes? Will your business store, use or handle Acutely Hazardous Materials? If your business will be handling Acutely Hazardous Materials, will your business be located within 1,000 feet from the outer boundary of a school? Is your business identified under Item VIII of the Disclosure Requirements for Hazardous Materials? Briefly describe nature of the business activity. Printed Name of Respondent: Circle one: .\& $rjXC • qilAieAno2 A�� 55220i,1„,11 Act owner lessee carclutecj> engineer I declare under penalty of perjury that to the best of my knowledge and belief the responses made herein are true and corn Signal For' NBFD HMMS Use Only Business Plan.Regain Risk Management & P.. Foa s\HazquS398doc L.1oa4sist9 sir ^- bee111200 2- Date Trdg J08 N I f PROJECT: {��J VIE411, '�{•� .�-y� C �1 r� I ' , SUOJECT: �-1►' Y""T `eey�css ..1� VYI A& _.UILQING DEPARTf1IENT CITY OF NEWPORT BEACH, CA APPROVAL OF THESE PLANS COES-NOT -CONSTITUTE EZPMESSOR-IMPLIEI .-- AUTHORIZATION TO CONSTRUCT ANY NUILOING IN VIOLATION OF OR INCONSIS 1 TENT WITH; THE ORDINANCES: PLANS AND POUCIES-GE THE CITY OF NEYIPORI REACH. THIS APPROVAL DOES NOT GUARANTEE THAT THESE PUNS ARE, IN Alt ' RESPECTS, INCOMPLIANCEWIT4 TT, SU LDINy�G ANp ZONING ORDINANCES PUNS AND POLICIES TH `0Ii Cull AEW1t^% JINGMSTRUCTURE �TmE OR IMPROVE in To MOIRE ANY PERMITEL 0 R a M ON, IF NECESSARY T COMPLY Y M TH ORDIMrtnc ACES FORS ANC POFICIF I --- OF THE CRY Of II H I APPLICANT'S ACKNOWLEDGEMENT !! & TURAL CALCULATIONS 1, �� F 9EPA0.TMENT _-- I 1 PUSLIC WORKS ......-----»--^"r. TRAFFIC - -- __ for GRAO!NG_. _.-.., PATE' Y t101 i, i ,I EMPRIAL HOSPITAL PREBYTERIAN• _ SUPPORT SERYICESBUILD; NG DATA CENTERPDUjDIT-iON E !RAGE } QUIPMENTANCHO _ONE - LQAG DRIVE L ' -NEW-PORT BEACH, CAEIFORN - DATE: bAV2 EDB AGE: C OF J QOFESS/04, CS) `7 ypgp ql ` N f tZ', a"? G 32466 {T 12.31-02 ROESSLER DESIGN GRO 4850 BARRANCA PARKWAY, S IRVINE, CALIFORNIA 9 (949)651-8111 rdgseaol.cam r-rdrd PROJECT:.. {� SUBJECT: 117r+9%x Gyl CFS f/Ui�t'1 z • 1, 40 • 123=r Gra-4 - 1171, At p ilc7$4 DESIGN DATA - MATERIAL SPECIFICATIONS: Structural Steel: j Rolled Sections: ;Pipe Sections: Tube_Sections' ,Bolts: 'Eleptrades. Concrete (existing): (Normal Weight UNO) DATE: /3/0 PREPARED B ASTMA992 (Fy = 50 KSI) UNO' ASTM A53, Grade B iASTM A500, _Grade B ASTM A3h5 (High Strength) ,ASTM A3617 -E70XX UNO Slap -On -Grade: 13000 PSI Structural Sections: 1-Shalow-Fdns.1 3000 PSI Deck Fill: 3000 P-$I(ight 'eight) Reinforcing Steel: _.. ASTM X615, grade 60 1 I •ASTMI 0 (Welded) Welded_Mrre_ _abric l TTVT A1 1 Grade 5 efi Wood: Douglas fir -larch 1 — -- -4 B a ns: 4 wide &;larger - No. 1 1 _Fb 1350 PSI - •F,1_ , 67$ PSI F„ = 85 PSI c _ 625 PSI F� (araubry =. 1925 PSI--!----- ._B = _1,600,000 PSI__ 2. Posts: No. 1 Fb = 1200 PSI :T.i _ 825 PSI 85 PSI -i Fe(perp.) 625 PSI Fe(parallel) = 1000 PSI E = 1,600,000` 1ST 3. Joists: No. 1 Fb F, = Fes_ Fe(ptta),= Fe (parallel) E PAGE: 1 OF 1350 PSI 675 PSI 85 PSI 625 PSI 925 PSI 1,600,000 PSI 40 le-, 7r ibp fri-1 L-C3r-letret SUBJECT oTk.azi-krksz. r:IFLJ ,4-17:;yric24 4. Glulam beams:- 24F - V4 Combination F b 2400 PSI 1 E = 1,800,000 PSI •'DESIGKLOADS: ' • Seismic: I Thquipthent: Fp = 4.6 C. Ip Wp (max.) , Ca — IS. Na PROJECT: 1.1\ 1S,..!--- ! 0.44 I Na ! 1.00 , ! I , . • i 11.0 1 I .. . F„ -= Fp / 3 : — DATE: 122/402 PREPARED BYSia•-"' PAGE: el• OF } •or Fp at,C, Ip(141- 3 Lk) Wp iRp '1 a --= 1.11 i . S. = 0.44 Na = 1.00 I = 11.0 , h= 15 (mx) •hr ---- 30 RP = r 3 F = 0.37 Wp But not less than: Fp 0.70 C. Wp CA Na = 0.44 Na — 1.00 Ip = 1.0 • • Fp 0.31 Wp O3 �gp�il . 40 PROJECT: I.19O �yyTF.4 IC/4, 4 '2U ! ge-5- �GG•If tt DATE h/o2 SUBJECT. t y y�-�r--� Ce V1 C-Et "F7I 1 (i21 4r.v PREPARED /BWitia-+ PAGE: 5 OF - Ir12.0 ,e=172i -nos. ✓ LlFt f. iF F2-1707114G; __Fr = 4. Cali, l'1r C.i P -1G4��rn * p_ p� F7 %i/r t ?iBJ tY >� iLCd�EC7 cAd-Ipp_ _ su; PROJECT:d-111*5 t rt.- SUBJECT; y{�c-1 < 'vt� Vl.1l 4 f -..tree. O' fL:GO!NIA —HEALTH ANO wrAFASE AGENCY OFFICE OF 6C0 5TH STf ,.T SACSAmENJO, CA 1C-nv�- - STATEWIDE HEALTH PLANNING AND DEVELOPMENT $;ell SUGGESTED CAPACITY FOR SCREW CONNECTORS (POUNDS) DATE: 8/en PREPARED BV.Yia•s PAGE: 4 OF J Steel ThIcknes Gage (33 1"St elk. li<id) No. 1/4-14 D = 183" T = .205" No. 12-14 . D = .160" T = .177" No. 10-16 D = .138" T = .153" No.2.18 . D = .110" T - .L'S" No. 6 D - .100" T - .106" Shear or .Eearing Pullout Shear or Fearing Pullout Shear or Bearing Pullout Shear'tir Bearing : Pullout Shn= or Scaring - Pullout 12 14; 16 18 20 585 5I1 426 301 254 352 242 ,159 101 -1 450 412 37 <: 276 143.- 37A 215 1331 101 71 327 236- 261'. 263 141 314 205 151 98 69 NA ' NA 136 248 140: 303 204 142 94 68 NA NA. NA 188 133 NA 1E3 132 83 53 NOTES: .1. N.A.: not applicable. — -two thicknGsci of this r,.e:ai gage eannot be connected by this size of Cr CW, 1.. Scrca eir aciuc-s are based oa z rruurnurn con• r,c tcs material strength of FY 33,000 PS!. -inc ratio of the material ultimate (ensile strensth.to yield strength should b: equal to or greater than . 1.l5. 3. Screw pacing and edse d,stacce shaft not be less thar. 1.5xD or P/0.6 Fyt, where D is the screw shark diameter and P is the shear laid. . Screw Capacities arc based en avc;aged test reSuI'_i divided by :, safety factor of 3.0. Test data is avail- able from Buildcx Division of !TY1, Inc., Itasca, iliinas; test k:845. 5: Trt data fors ;cls having )ieids grecrer than 33 1:51 is avzilabie from Euiidcx Division cf 1TW, Inc., Itasca, Illinois. Table from,: °_T:1 =.ht . gh St-e1 F ra!:ling Systems Menua T r (2rx1 Edition, 'i954) meth:. area_ Metal I2,th/Ste _ i:ming Association 221 Norte; La Saftettxeet Chicago; IL 60601 rdrg R;e7 1. 4o S TA' PROJECT SUBJECT: pftli5 sir 1/ duT' IGA244.1, 'ey1c.6"S �i' Ira ik 1 CrA-•I2- M? J "A-P Tlo?1 O' CI.tIn e:.!A—HEALTH AND we IPAAE AGENCY OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT 600 S'TH STAER SACRAMENTO, CA 9 !4 DATE: B/o2 PREPARED BW..k OF J PAGE: 4 SUGGESTED CAPACITY FOR SCREW CONNECTORS (POUNDS) Steel Thla: r,rs Gaga (33 KSt nl_. 'algid) -No. 1/4-14 D=.183" .T = 205" • No. 12-14 . D=.160" T = .177" No. 10-16 D=.138" T = .153" No. S-18 . D =.120" T - .115" No. 6 D ... .100" T - .106" Shear or Fearing Pullout Shear or Fearing Pullout Shear or };.haring Pullout Shcac'or Bearing Pullout Shear` or Bearing Pullout 12 14; 16 18 20 585 511 42S 301 154 352. 242 159 101 71 450 412' 3TZ: 276 143%. 32-4 215 1531 • 101 71 327 236- 261'. 263 141 314 205 151 98 69 NA NA 236 248 140: . 303 200 142 54 68 NA NA NA IS8 133 NA 183 132 83 • 53 NOTES: .1. N.A.: not applicable. — Iwo thleitnG_es of this metal gage cannot be connected by this size of screw. 2. Screw up =cities are based en z minimum con• rec ed material strength of FY 33,000 PSI. Tnc ratio of the material ultimate Tensile strength. cc yield strength should be equal to or -greater than . 1.15. 3. Screw pacing and else d°stance shall not be less char. 1.5xD or P/O.6 Fyt, where D is the saevl shank diameter and P is the shear load. 4. Screw capacities arc based on averaged test results divided by a safety fatter of 3.0. Test data is avail- able from Bt:iidex Division of 1TW, inc., Itasca, lltinoisl tat kS;5. S: Trt data for steels having yields greater than 33 MI is available from Buiidex Division of (T1'', Inc., Itasca, Illinois. Table from: ral. u ,F �rtg Systems Manual" , (2n;d Edieion, "19£4) Published. by: Metal L2.i=:/Sty =.1...Fr24ming As=ccietion 221 North La Sa_Tre Street Chicago; IL '60601 i2gr.l. t�D PROJECT: �-1-u frJGr"!/F-+ SUBJECT ,. 2 " ��t�ylcFf� Pilil�laK� Cam+ -}ram F�1) Awl � 104 (fly,. 2crao. 4 v -1114 c 19 i (o-xx,- au { co* y7sxco LXt o rt s? tt.. h N apettr CAN DATE. h/0 \ PREPARED BWY+ PAGE: 7 OF Pi'N PROJECT: I}- }' SC+f"ia-V-v ;)A 1191. sua ECT d C yfl U "'park goo n ' 1�`-'rj JUL-31-2002 16:59 CALIFORNIA DYNRMICS CORP. 323 223 7941 P.01/03 CALIFORNIA DYNAMICS CORP. 6672 ALHAMBRA AVE. LOS ANGELES. CA. B0032.3106 CALL US - TO SET THINGS RIGHT PH (323) 223 - 39B2 FAX (323) 223 - 7941 antalr caldyn@earthllnk.net JOB: GUST: ENG'FC HOAS HOSPITAL 4 LESS SL-ISNF6 FLOOR STAND 50 >H5 -02:07 i 31/02 DATE. 7/31IO2 5e© Dwg. LO 15 for Leg details_.-7 09/09/02 13:57 FAX 949 457 3885 5tY-b7—LWG 13.. L.nLirURnnln LALA IdJ002 CALJFORNIA DYNAMICS CORP. 5572 ALHAMBRA AVE. LOS ANGELES. CA. 90032-3108 CALL US - TO SET THNGS RIGHT PH (323) 229 - 3882 FAX (323) 223 - 7941 eme(4 caldyn@aar iltne1 LEG SEC -ION SEISMIC FLOOR STAND SHOP DRAWING DWG.LGI5 2/i=/O2 PATE: 5/O6/O2 I" Sq. Tubing TOTAL P.02 JUL-31-2002 16:59 CALIFORNIA DYNAMICS CORP. 5572 ALHAMBRA AVE. LOS ANGELES. CA. 00032.31O6 PH (323) 223 - 3882 FAX (323) 223 - 7941 small: caldyneearthlnknet CALIFORNIA DYNAMICS CORP. JOB NAME:HOAG HOSPITAL CUSTOMER:LIEBERT EQUIPMENT MARK:POWER 211 225KVA Protection Required Horizontal CPH :.6 ANCHOR TYPE:HILTI KB II ANCHOR QUANTITY:8 ANCHOR SHEAR RATING:1472 EMBEDMENT:3-1/2 INCHES SPECIAL INSPECTION:YES PLAN Q Line K. 49 L= 39 M= 32.75 323 223 7941 P. 03/03 Structural Integrity of Restraining Elements for Earthquake Protection ANCHORS Pile 70 10/3t/oi DATE:JULY 31,2002 WEIGHT:2250 Vertical CPV :.2 ANCHOR SIZE:1/2 INCH ANCHOR RATING BASIS:ICBO 4627 ANCHOR PULLOUT RATING:1600 CONCRETE STRENGTH:3000 PSI MIN. SCHEMATIC OF EQUIPMENT CphW -AH 0 h Cp A R Line ---Anchor Bolt Ali ELEVATION CpvW ('PhW W 4 K i i Floor line Safety SEE TYPICAL ANCHOR BOLT AB Factors Horiz Shear Load/Anchor CphW/T .6 X 2250 / 8 = 169 Shear Rating/Shear Load 1472 / 169 = 8.72 X-X Vertical Pullup at AB Quan of Anchors on Q Line,q = 2 Uplift CpvW/T - W/T ( .2 X 2250 / 8 )-( 2250 / 8 ) + -225 Pri Overturn CphWK/Lq .6 X 2250 X 49 /( 39 X 2 ) + 848 X-X Pullup Load = 623 Pullout Rating/Pullup Load 1600 / 623 = 2.57 Y-Y Vertical Pullup at AB Quan of Anchors on R Line,r = 4 Uplift CpvW/T - W/T ( .2 X 2250 / 8 )-( 2250 / 8 ) + -225 Pri Overturn gal-Am/Mr .6 X 2250 X 49 /( 32.75 X 4 ) + 505 Y-Y Pullup Load = 280 Pullout Rating/Pullup Load 1600 / 280 = 5.72 Sum of reciprocals of Shear and Pullout Safety Factors COMBINED LOADING to be less than 1.00 X-X Direction ( 1 / 8.72) + ( 1 / 2.57) _ Y-Y Direction ( 1 / 8.72) + ( 1 / 5.72) = 0.50 0.29 TOTAL P.03 MAY-13-02 12:57 FROM !FBA ENGINEERING • ID: 9499521E57 PAGE 2/7 Precision Power Center 15-225 kVA Power Protection No Compromise Power Distribution At Lower Installed Cost Affordable, Reliable Operation for a Variety of Applications: • Computers. • Telecommunications. • Manufacturing. • LANS/WANS. • Proven Design. The Liebert PPC design has proven performance in thousands of installations. • UL and CSA Listed. • Factory Tested. Fully assembled and checked at the factory to assure reliability and consistent performance. • Computer Grade Grounding. The PPC automatically establishes single point ground. • Monitoring. Built-in metering, and alarm annunciation with communication to Liebert centralized monitoring. • Easy Installation. Single input cable connection, application matched connections to the load. • Expansion Capability. Add -on panelboards and flexible cabling can be installed with minimal disruption to meet growing needs. • Liebert Global Services. 24-hour availability with a full range of service programs to protect your investment. Liebert Packaged Power System A power distribution system configured at the site typically requires more wiring and connection materials, more external components, and larger wire sizes. The result is a longer installation time and an inflexible system. The Liebert packaged approach combines power grounding, isolation and distribution in an easily installed MAY—i3-02 12:SO FROM:FBA ENGINEERING ID:9499521E67 PAGE 5/7 Technical Data respond to any service problem quickly. 60 Hz a a Input Parte board a a a a a Circuit Poles Dimension (ir.) a a Outpu: Input Weight Heat Ouput Breaker kVA Voltage• (Amps) Std Opt." W 0 H (0bs) (BTU/ Hr) 15 600 20 42 84 20 32 68 550 2500 a 480 25 a a a a a a a a 20B 60 a a a a a a a 30 600 40 42 84 20 32 58 700 4600 a 480 50 a a a a a a a a 208 110 a a a a a a a 50 600 70 64 126 32 32 68 850 6200 a a80 80 a a a a a a a a 208 200 a a a a a a a 75 600 100 84 126 32 32 68 1050 8150 a 480 125 a a a a a a a a 208 300 a a a a a a a 100 600 125 64 126 32 32 68 1275 9900 a 450 175 a a a a a a a a 208 400 a a a a a a a 125 600 175 84 126 32 32 68 1450 11500 a 480 200 a a a a a a a a 208 450 a a a 3 a a a ilammm al (n00 L9 (1iei 62 (ags) CZ 1z9di O6 (1900 Zr Nut) it C Szt atos lid) 6t tZen) LL (ultl St (6r) 9t •(z9L1 oC (Call 2t 2 a an sit 01 oS (LCz) R 011) it (I20 Si (LSP) 91 129n oc (cull zc Z of of St A 3 a 0 a V 9CWV0Sfl Vd AO 'am VM 1NLn $NJ) or1PUt VIVO 1YNONSN39NO (wIN6O 111ILd101 lves9a3d S31oo Y10 (uwvN .9u6 S1V.LSt303d 11001d 1VNOLLd0 - (ww6A .x1L (-zit. ratio -zit. 9 .rtt lwwcgr) .6101 (wuiS11.9 NOtLi 313V1IVAV S1V1SS303d N0o13 SNOISN3W10 if101f10 I1OOI4 0NV SNIUd1004 twang) (umsam ants)9 i•0C (wuntb .z ax' t a (wwl6L) .Ft1 -soup OtV0913W d WJX3 NUM swan YAY¢tfaaOs OL(611 KO sal 00Eo0V La t) 00L (LLLt) 0Sr2 LzoL) osa LZZ (etc) oat (dot) o0C2 less) wiz ea 1910 0oL (299) Ou6l (960 OSLL at (002) o5t (OIL) SLSt (099) 0591 Sil teat) OSt (001 00►t (a95) sat at (SLL) 009 (OZS) OM`Wt) oSOI SL 1.SLtl 009 (Ott) St9. 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