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0311-229 (BLCK) Revision 1LICENSED CONTRACTOR DECLARATION U I hereby affirm under penalty of perjury that I am licensed under provisions of I— Chapter 9 (commencing with Section 7000) of Division 3 of the Business and C14 U) W Professionals Code, and my License is in full force and effect. O :) ch License # Lic. Class Exp. Date w� r— 446180 C29,WC Z r -Date Signature of Contractor — C) CD J U C) OWNER -BUILDER DECLARATION W W r- I hereby affirm under penalty of perjury that I am exempt from the Contractor's ~ a License Law for the following reason: Z_ ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). C0 () I am exempt under Section , B&P.C. for this reason LO N Date Signature of Owner ON 0) d< WORKER'S COMPENSATION DECLARATION C:) Cr I hereby affirm under penalty of perjury one of the following declarations: p () 1 have and will maintain a certificate of consent to self -insure for workers' X W Y= compensation, as provided for by Section 3700 of the Labor Code, for the m� Q performance of the work for which this permit is issued. Q U () I have and will maintain workers' compensation insurance, as required by d U Q Section 3700 of the Labor Code, for the performance of the work for which this Il u') Z permit is issued. My workers' compensation insurance carrier & policy no. are: CarrierS TATE FIRID . Policy No. 00 D r d J (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become 1 subject to the workers' compensation provisions of Section 3700 of the Labor •�•i7 Code,,l shall forthwith comply with those p;pVisions. „Date: Applicant r ' • Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicator agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. (Signature (Owner/Agent) Date BUILDING PERMIT PERMIT # DATE VALUAT18-N— •''x 0 LOT 0311-21,29 TRACT JOB SITE APN ADDRESS;•di(i�.a�T� OWNER CONTRACTOR/DESIGNER/EN (NEER JAM0 & LOW BOWER JOHN BARA3AS 1AMCJtr RY RAM -110 "MRAGE CA Dr-RIVIUDADLINES CA 92201 C16U'Z345.3912 Ct -14 ISO) USE OF PERMIT Gr p BURDING 65 I—P. b' 81[ZICK WALL, ORCO :IYST EM 6 FT. WALL 01 Do 11F EFAE-MMM CWX OF E:0NM..ai`.T1€ r10K CONMUCTION FEE 101-000.41€ -000 DUO U U'J 2 4 2003 CITY OF LA OU'HTA FINANCE DEPT. SUB -TOTAL C:1OWTIR CTION.AND PLAN t',.ir.:Cy'. 7:.E= P +'-T D 1MES $0,00 TOTAL FEES ES D137c' HQW cZ9,0o V RECEIPT DATE BY D E INALE INS P T ✓ • -' Zpi INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans 8 Controls Party Wall Insulation Condensate Lines Party Wail Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS steel Set Backs Electric Bond Footings Main Drain Bond Beam / Q Approval to Cover Equipment Location Underground Electric Underground Pibg. Test Final Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gari' Piping Ga& Test Appliances Final Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiostwalkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities. for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees.imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.14 X 4,984 S.F. or $10,665.76 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By OC/M&I Bank - Charles Strother Check No. 933326030 Name on the check Telephone Funding Residential By Dr. Doris Wilson Superintendent Fee collected /exempted by Yolanda Garcia $10,665.76 $0.00 Payment Recd Over/Under i Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt `Copy - Accounting Z 1-36-11106Lt- WEDDLE SURVEYING MAPPING, INC. Boundary • Construction • Topographic • Aerial Surveys • ALTA Surveys • GPS • Consulting March 19, 2003 Mr. Timothy R. Jonasson Public Works Director / City Engineer City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253-1504 Re: Pad/Form Grade Verification City of La Quinta Lot 21 Tract No. 27728 THE QUARRY C.C. Dear Mr. Jonasson: We have performed a field survey to determine the vertical location of the building pad and form for the above referenced project. The elevation's observed are as follows: PAD (DESIGN) PAD (AS -BUILT) 150.5 150.5 FORM (DESIGN) FORM (AS -BUILT) 151.00 151.00 These field observations are in substantial conformance with the precise grading plans prepared by ESSI SHAHANDEH, CIVIL ENGINER. Sincerely, WEDDLE SURVEYING MAPPING, INC. J NO. 5570 m EXP. 09/30/05 David L. Weddle, President s L.S. 5570, Exp 9/30/05 OFC P.O. Box 2020 • Cathedral City, 'California 92235-2020 68-625 Los Gatos Road • Cathedral City, California 92234 • 760.322.7693 E -Mail: WedSury@aol.com • Fax 760.325.5465 1i S GOUVIS ENGINEERING • CONS.UL TING GROUP • EMAIL TO • SUPPORT,4GOU67SGROUl'.('().N • SAL£S(a-GOUYISCROUP.COa1 April 21, 2003 James Bowen Butch Procknow 11c:. Dowcn Residence G.E.C.G. Job No, 60167-304 Dear Mr. Procknow, ' Pursuant to ycmr regnn.0 regarding the. Above r.'V nr..d proje.(.t, we. submit the following: Custom Hume: Please see the attached partial framing / foundation plans and calculations for structurally acceptable length of shear used at sides of fireplace, reflecting as -built conditions. Note: Please verify the above with the building department prior to constntction. If you have any questions please do not hesitate to contact this office. Sincerely, GOUVIS ENGINEERING CONSULTING GROU.P Christina R. Silva Vice President CR.S:SS:cb Attachments (4) #042103a C 37201 t•.xp. 0/5U/04 �zoo' F CAt1.t O GOUVIS ENCINFE1UNG GROUP OF COMPANIES IFITN OFFIC'�"s Irk: WED-SITE.-H rrr//jYWW. cuurIS(;ROUn coa, 4400 CAMPUS DR(tlL', :VEPVP0RT RF.,4C1I, CALIFORNIA 92660 (949) 751-1611 • FAX (.949) 751-5,121 2150 fi.,4ST TAI•IQUIT2 CANYOX,, SUITE 9 P.4131 SPPYVCSS CALIFORNIA 92162 (160) ?23.5090 . FAX (iG0) 315-18(,3 FIELD OFFICE: NORTHEPN C.1LIFORNIA INTEtt'vATIONAL OMCF: VIETNAI l Z0 39Vd SI11f100 TZCSZSL606 7E :ZZ E00Z/ZZ/00 04/21/2003 12:34 9497525321 GOUVIS PAGE 02 ail 04/21/2003 12:34 9497525321 A006038 1 H31SdW GOUVIS PAGE 03 9NI100:1 NOINglyg ® 'C4,411 GOUVIS ENGINEERING CONSULTING GROUP Shod ;:L. 6016712 0. FLEXIBLE DIAPHRAGM Plan NO : 0167BOW. iJBC 97(ZONE a) RE Client : DAVID OLSON Wind: 1699 Seismic: 1104 Engineer: SONNY702(Ver6.80) wind 165.5 seismic 107.7 lieu It/7/03 4L ROOF 20.5 I. 5 LEFT OF MSTRBEDRM 1ST FLOOR 2 -POUR ECTEKIOK WALL wind 1697 Seismic 1213-1104+ 109 .Z STRAP(E) ... BLOCKED VIII THE) ( 203 1 1 :, j 17.8 DK Drag Foxce Analysis A: SIMPSON ST22 (1150 LB) ALT (12) # 16d sinker per top plate splice . SEE -DETAIL INFORMATION ON NEXT PAGE 0) 00 39Vd SIM09 TZE9Z9L606 bE:Z1 E00Z/TZ/00 07 203 1 1 :, j 17.8 DK Drag Foxce Analysis A: SIMPSON ST22 (1150 LB) ALT (12) # 16d sinker per top plate splice . SEE -DETAIL INFORMATION ON NEXT PAGE 0) 00 39Vd SIM09 TZE9Z9L606 bE:Z1 E00Z/TZ/00 GOUVIS ENGINEERING CONSULTING GROUP Sheet ; L- UPLIFT (T) Dowl'T(C ) FLEXMLE DLAPHRAGAI rob No : 60167-200 T= 3724(LB) C= 3781(LB) STHD14/4x4 UBC 97(ZONE 4) PiAn No. BOWEN RE T= 3724 (LB) C= 3781(LB S,THD14/4x4 -I Clicnt : DAVID OLSON BLOCKED WITII THE DEADER Engineer: SONNY Use STHD14/4x4 on both ends PANEL Date :04/17/2002(Ver6.80) . S f` TOTAL WALL LENGTH 17 .75 (FT) TOTAL PANE`i. T.FNCT't 0 (TT) ) h_ SHEAR DIAPHRAGM-Z,0m 1697/ 17 .75 96 (PLF) REDUNDANCY FACTOR; PL —1.00 SHEAR = 1697/ PLF) (FLEXIBLE) MAXIMUM DRAG = 526 (LB) USE TYPE �3;' 4 5/8" a 12" A.B, (ate �e o/c MAX. w/PL. WASHER 14 A+ jbn DEAD LOADS: Wall 97.3 15 * 6.5' r OVERTU� N ANALYSIS UPLIFT (T) Dowl'T(C ) PANEL 'A LEFT- SIDE : RIGHT_SIDE: T= 3724(LB) C= 3781(LB) STHD14/4x4 T= 3724 (LB) C= 3781(LB S,THD14/4x4 BLOCKED WITII THE DEADER Use STHD14/4x4 on both ends PANEL LEFT SIDE : RIGHT_SIDE: T= 3724(LB) C= 3781(LB) STHD14/4x4 6-1 � T= 3724(x8) C= 3781(LB) STHD14/4x4 BLOCKED WITH THE HEADER Use STRI)14/4x4 on both ends :0) ... 90 .3Dtid SInf1D9 TZESZ9L6G6 b£:Zt E00Z/tZ/00 ----------------------------------- R F STRUCTURAL CONSULTANTS, INC. ------------------------------------------------------------ 44-100 MONTEREY AVE., SUITE 201C, PALM DESERT, CA. 92260 PHONE (760) 836-1000 FAX (760) 836-0856 E-MAIL R.FRANGIE@VERIZON.NET OCTOBER 29, 2003 --------- - -- -- REVISED JANUARY 2004= STROTHER CONSTRUCTION COMPANY, INC. 1 MIRADA CIRCLE RANCHO MIRAGE, CA. 92270 Att.: BUTCH PROCKNOW Re.: THE BOWEN RESIDENCE FENCE/RETAINING WALL AT PROPERTY LINE LOT # 21, TRACT 27728 LA QUINTA, CA JOB NO.: 4146 DEAR BUTCH IN REGARD OF THE ABOVE MENTIONED PROJECT, AND AS PER OUR CONVERSATION AT THE JOB SITE NOVEMBER 17, 2003, WE SUBMIT THE FOLLOWING: 1- FOLLOW THE ATTACHED DETAIL "A" FOR THE ADDED TWO FOOT HIGH FENCE WALL OVER AN EXISTING MASONRY RETAINING FENCE WALL. VERIFY THE ABOVE INFORMATION WITH THE BUILDING DEPARTMENT PRIOR TO APPLICATION. IF YOU HAVE ANY QUESTIONS PLEASE DO NOT HESITATE TO CALL OUR OFFICE AT THE ABOVE PHONE NUMBER. NICHOLAS ABOU FADEL Attachments ( 3 ) CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY To specify your title block on thase five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent vour title block information. Title : I Dsgnr: Description Scope: Job # Date: 9:55AM, 9 JAN 04 User: Kw -0604868, Ver 5.5.0, 25 -Sep -2001 Cantilevered Retaining Wall Design Page 1 (cRtlV:)1983.�.i-2v001�v, ENERCALC Engineering Software Description RETAINING FENCE WALL Criteria = 1,472 psf OK Retained Height 3.50 ft Wall height above soil = 5.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 6.00 in Soil Density = 110.00 pcf Soil Data = 1,472 psf OK Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 0.0 Passive Pressure = 300.0 Water height over heel = 0.0 ft FootingliSoil Friction Wind on Stem = 17.4 psf Soil height to ignore for passive pressure Design Summary Total Bearing Load = 1,335 lbs ...resultant ecc. = 7.12 in Soil Pressure @ Toe = 1,472 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,909 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 10.1 psi OK Footing Shear @ Heel = 7.8 psi OK Allowable = 85.0 psi Wall Stability Ratios 8.00 Overturning = 1.71 OK Sliding = 1.82 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 441.2 lbs less 100% Passive Force = - 337.5 lbs less 1006/6 Friction Force = - 467.1 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Footing Design Results Toe Heel Factored Pressure = 1,909 0 psf Mu': Upward = 866 0 ft-# Mu': Downward = 162 514 ft-# Mu: Design = 704 514 ft-# Actual 1 -Way Shear = 10.10 7.77 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd = 0.350 = 10.00 in footing Strengths & Dimensions fc = 2,500 psi Fy = 40,000 psi Min. As % = 0.0014 Toe Width = 0.90 ft Heel Width = 1.50 Total Footing Width =40 - Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Stem Construction psi= Top Stem 2nd Fs psi = Stem OK Stem OK Design height ft= 6.50 0.00 Wall Material Above "Ht" = Masonry Masonry Thickness = 8.00 8.00 Rebar Size = # 4 # 4 Rebar Spacing = 48.00 24.00 Rebar Placed` at = Center Edge Design Data fc fb/FB + fa/Fa • = 0.118 0.993 Total Force @ Section lbs = 34.7 301.2 Moment.... Actual ft-#= 34.7 770.9 Moment..... Allowable ft-#= 295.2 776.1 Shear..... Actual psi = 1.3 8.0 Shear..... Allowable psi = 19.4 19.4 Bar Develop ABOVE Ht. in= 20.00 20.00 Bar Lap/Hook BELOW Ht. in= 20.00 6.00 Wall Weight psf= 55.0 61.0 Rebar Depth 'd' in= 3.81 5.25 Masonry Data fm psi= 1,500 1,500 Fs psi = 20,000 20,000 Solid Grouting = No No Special Inspection = No No Modular Ratio'n' = 25.78 25.78 Short Term Factor = 1.000 1.000 Equiv. Solid Thick. in = 4.60 5.20 Masonry Block Type = Normal Weight Concrete Data fc psi = Fy psi = Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S " Fr Key: No key defined i To specify your title block on Title: Job # these five lines, use the SETTINGS Dsgnr: Date: 9:55AM, 9 JAN 04 main menu selection, choose the Description Printing & Title Block tab, and ent Scope your title block information. Rev. 550100 User. KW -0604868, Ver 5.5.0, 25.8ep-2001 Cantilevered Retaining Wall Design Page 2 (c)1983.2001 ENERCALC Engineering Software Description RETAINING FENCE WALL Summa of Overturnl!nq & Resisting Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs It ft-# lbs ft ft-# Heel Active Pressure = 354.4 1.50 531.6 Soil Over Heel = 320.8 1.98 634.7 Toe Active Pressure = Surcharge Over Toe = Adjacent Fdoting Load = Aided Lateral Load = Load @ Stem Above Soil = 86.8 7.00 607.6 SeismicLoad = Total = 441.2 O.T.M. = 1,139.2 Resisting/Overturning Ratio = 1.71 Vertical Loads used for Soil Pressure = 1,334.6 lbs Vertical component of active pressure used for soil pressure Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe = Stem Weight(s) _ Earth @ Stem Transitions = Footing Weight = Key Weight = Vert. Component = Total = r 0.00 49.2 0.45 22.0 506.5 1.23 622.2 359.2 1:20 430.2 98.8 2.40 236.5 1,334.6 lbs R.M.= 1,945.6 (N) 2'-0" (E) 3'-0" (E) 3'-6" MAX 12° , I I � I 10 3/4" 8" 10 ° ADDED FENCE OVER EXISTING RETAINING / FENCE WALL REGISTERED INSPECTOR'S WEEKLY REPORT JON TANDY 78-194 Elenbrook Ct. Palm Desert, CA 92211 Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED O REINFORCED CONCRETE ❑ POST TENSIONED CONCRETE ❑ REINFORCED- MASONRY ❑ STRUCT. STEEL ASSEMBLY O ASPHALTOTHER'OX ❑ FIRE PROOFING O Of JOB LOCATION �� _ % � � � � �� ` ,^ ■�V1 � � �� REPORT SEQUENCE N0. TYPE OF ,R l /bO �� WYVPE V RN�IZ 11� O 1 ® J' �' O� DAV OF WEEK MATERIAL DESCRIPTION ARCHITECT �/ 1 0� HRS. CHARGED O ENGINE .� L ASSISTANTS HRS. CHARGED INSPECTION DATE^^_ oogsi�g GENERAL �^ CONTRACTORS may. .' -V `k Jae SUB 11 ..- 11 CONTRACTOR . r `4 W TV Anivx4j « Xj I n W < < M'6 ij A� 4-wj- 8 M A. Ati L y e v e. 8 Pt l keow . L01XV �h A. TL U Co 0 A &b v 2 Us- I vv, eso VN' z%'X 0 COPY SENT TO CLIENT O CONTINUE O EXT PAGE 0 PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. OF REGISTERED IN91PECTDR tNITURE q DATE F REPORT REGISTER NUMBER .1331 Lot L13ua 14. aLp March 28, 2083 J4 JU-JiI7Ja! KN"P & TANG STRUCTURAL ENGINEERS, INC. 408 So. Stoddard Ave, San Bernwdino, CA 92401 Phone: (909) 889-0115 l+ax: (909) 889=0455 Email: knappae@aol_com To: Building & Safety Department La Quinta, CA Re: The ]aoobs Residence The Quarry Country Club La Quints, CA i �3Z �a'�sZD On March 26, 2003,1 performed a field inspection on the subject residence. The following corrections were made: At mechanical room #3, provide Simpson "SS1.5" stud straps at notched studs (three places). At mechanical room #2 (west wall) cuts have been trade at the base of the plywood shear to accommodate plumbing penetrations. This wall has minimal lateral loading, and could function with plasm shear alone, and therefore is ok with cuts at the base. The entry tower roof has hip beams hung from other hip beams at the peak using Simpson sloped Hangers per our structural detail 10/53.7. This detail, and installation are structurally appropriate. The 18" Simpson "Strong Wall" at the front of the golf cart garage has a 4" diameter hole cut through it for installation of a light fixture. This hole is 3" or 4" off center of the shear panel. The location of the hole in the panel will not diminish the structural capabilities of the "Strong Wall". Once the aforementioned repairs are made the structure will be in Compliance with our plans, and the house should be ready for installation of finishes. Respectfully su 0� Leonard C. Kn-a Engineer of Re FROM : DAVID OLSON ARCHITECTS Date: FACSIMILE To Attn: FAX NO. : 9494500094 Apr. 14 2003 04:31PM P1 From: David R. Olson, A,I.A. Re: 3 Information: c&j - c.c,�-� • ,fit, For Review and Comment For Review and Approval 0 -*As Requested -For Your Action As Requested By: _ For Your Use Recipients FAX No. Pages to Follow : C.C. If transmission is unclear or not as noted, please notify us at once DAVID R. OLSON' A R C I I iTL'' C:T 5 15175 Dirranca Pk�s-y. S U i I C I;,_ 1 t) I Irvinc, CA 92618-2207 T. 949..150.0093 F. 449,450.0094 1 � , FROM : DAVID OLSON ARCHITECTS FAX NO. : 9494500094 Il (�) (NI��9�, Apr. 14 2003 04:32PM P2 _.................::...._...,......... .,,.... ......t,...n..,..„. _..,..,..T .... ... .... _ ... _. f I f I 1. i.......J.........d..... _f.. . y I . _ _ _... i f , I .I. t 1 L ..... ....... I I Y , i ,. I t _ ..... 1 A........: ! I .. ... ... .. .. ... 1 l 1 r , . I D I 1 ....,,. _ : ... Ctr1.. - i I I I _ O. i � �t3 • I 1 ) i .. .. _. ... ............. i , 1 I ' 1 ' . _ _ ...,.., • , I I 1 I I I I I : n • 1 ; i 1 : I 1 ' y • /� l • i i I , I : 1 i _ .. . i 1 1 .r ... ... .... 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