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HomeMy WebLinkAbout823 Rosalia DrGo p.e S Su t-v e CITY OFSANFORD PERMIT APPLICATION ol_Permit t1:— 3 Date: 10 I Z Z O C Job.Addrew: U Description•of Work: r.X iXa1z_'rV- dJt C -- 11-L Glj' Total Square Footage --"'V Historic District: Zoning: ; Value of Work: $—W SEP 2 2 2006 Permit Type Building b Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - N.of AMPS Addit' a -- tion Change of Service Temporary Pole 4 t Mechanical: Residential Non -Residential Replacc.m New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: N of Fixtures N of Water & Sewer Lines b of Gas Lines Plumbing/New Residential: N of Water Closets Plumbing Repair - Residential or Commercial Dccupancy Type: Residential Commercial Industrial Construction Type: N of Stories: N of Dwelling Units: Flood Zone: (FEl11A form required > t contractor Name & Address: hone & Fax: 3onding Comnpaoy: ddress: Mortgage Lender: ddress: krchitect/Engineer State license Number: Contact Person: Phone: Phone: address: Fax: kpplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the ssuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate ermit mast be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and Umat all work will be done in compliance with all applicable laws regulating onstruction and waing. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i rOTICE. In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of his county, and Umae may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. cceptance of it is verifmcai Owner// 1 j X I/I in 1 U, n that 1 i kll nwip/ the owner of the property of the requirements of Florida Lien Law, FS 713. Name of Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date l +iji LORI D. TUCKER s MY COMMISSION N DD 406N EXPIRES: Aptil 2, 2009 ' Owner(Agent isy Pasonall kneed %u No" Pttk uroenwxers Ag Y lontractor/Agent is — Personally Known to Me or Produced ID _ Produced ID - LPPROVALS: ZONING: UTIL: FD: ENG: BLDQ i. pecial Conditions: r• r ev o3rzoo6 rr,-r ve q X.rtf-/ "A d w/'/x o,- 1n/i7 y'sGt6A _ 03gr 0 0 13 CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 1, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by on the permitted structure. Apt, q,_1Z__0(00 Owner/Builder Signature Date. s 7,,iF ll1 u/ /( t 4 J Print Owner/Builder Name c4 1 AAD qIL3h 7 ignature f otary-State of Florida Dfite O • P 11 Kn M hasweerLsMOMyowntoaor Produced 1D LORI D. TUCKER MY COMMISSION # DD 406941 EXPIRES: April 2, 2009 a° 4WTNobry Pubk Und9,,R,, 211D SECTIO14 5A LANTA SA110, F D , FLA. i _= • . s r• 2 ! . b W W J 4 > y < N t / r 1 2 e F h t O . U O J Q.STRfLT db' Jr' • v S • i J• 4 L. R.R. LJW 'iLAtt. D_2CRIPTI=Y: 41 of 101.:,•, o,d, 4:..]2, l:, lo,lf ..S.a .aG, 31oaA O; aW Loa 1,}, j. J, 9.31,1),15.+7 ass 19../eat N,.g1 :a• lest a feet _ of Abe alley is d:ooe 6. Calery Aptwe Au•lt:oo. w. haglanlsf llj9 Coet Ia•t coat ji1 1... Gaud of she sorsb oos mouse of sect j1,T.raSIF 49 Seuaa. Rwgo )i uses ab13 ,atilt hetAg m c. 3aat4 lia4 of lgta Street e• Platted to Calory bveaao "41c1m to 6.6ict a, iaorlaa; tbmoe NAds 321 [e.:{: ihdn0s South $0 the stabs as by of the 8.cf"'I a Ngq,1Ww IWllroa.i, Ao• toe atl•ctte Ca+t It.. 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N.9tese, 00 oar tltlw Liar hP st• • oue:rd Nat Clvll ladlas+r 064 that he .o the o "41 .. -l.t betem b1/1'0*.Kt03, a03 tot sal. fiA v. ; t• • cose0oi npsoa.etlea of sisa 0 :•s* fJ.ttoa c %Ys .*efSn4GSAV4R/tlsati• base hMJ? afri* d tw. All 3;.ur*mu%o Sea to rant All W:n: so3tis of Cost. Signal Gat7o0a141 la, Fsta•cC4 of ram- . i::fE o•/J psi... Z r G6111A/Lf a•?.3"'t,.t : r.for'. Co_r.:, ^t Ee ahtle,Sute of acr1,C Bub. aiib -. a .."A to be::r: .a cut. ar, at • zl Aeyw _ i.Mq IJO:la y 7CSICIPAL APMWA]: w use ••. 1;,ie^!L :! s,.a coy i*_lnaa County. Rog.... 4% + c*tt qq yeasy«'',_//A i4x:1..:r. tls'``600k :o.., • e S 4f t .d P•.b4ta. fuel t`.:,'sal ./ of ya ;!#is7[x..- • 'alas' .+. L:acr1a cC 6Nlwl• Ca•ay, y:a.- , ta. +a c - ••i ,. .• . Ei36allLllL+^ :. C; t. i a - .• : a;'° s'.:Jim _ -.._._ _ti _... __ ` .- ._- `---- 2t. ,:SECTION SAN - LAN,TA . SANF"ORO , ltT—_— 1------ I I 51 4 T fJ Af' N 12 2 I' J,, •.! fJ. M' JJ ) J N J JI JJ N' JJ.r JJ r' fl if J JJ' 1•' J I NOT rti PEAT• J a•1 I I ` W V` I r l I h Q 1 4 I I oil I 4tMy. 4 I. •! .:• 6 A IV p• 7 A ar.TsHE s Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 J J DA:Jt D jOFNSD:J. Cr,,',.. AGA PROPERTY APPRAISER M1S NOLCC0UNTYFL. i 101 C. F1sSi sr SAN FORD, FL 32771-1465 407.665-7505 2006 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 31-19-31-508-1 BOD-01 30 Depreciated Bldg Value: $63,024 Owner. MC CARTY MOLLIE K Depreciated EXFT Value: $1,506 Mailing Address: 823 ROSALIA DR Land Value (Market): $23,829 CIty,State,MpCode: SANFORD FL 32771 0LandValueAg: a0 Property Address: 823 ROSALIA DR SANFORD 32771 88 359 Subdivision Name: SAN LANTA 2ND SEC Assessed Value (SOH): $43,404 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: OD -HOMESTEAD Taxable Value: $18,404 Dor. 01-SINGLE FAMILY 2005 VALUE SUMMARY SALES Tax Value(without SOH): $879 Deed Date Book Page Amount Vac/imp Qualified 342 QUITCLAIM DEED 01/1995 $10D Improved No 537 2005 Taxable Value: $17,140 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: 4-40 Method Units Price Value LEG E 41 FT OF LOT 13 + IN 37 FT OF LOT FRONT FOOT 8 78 126 .000 325.00 $23,829 14 (LESS S 12 FT FOR ALLEY) BLK 18 DEPTH 2ND SEC SAN LANTA PB 4 PG 40 BUILDING INFORMATION Bid Bum Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value EsL Cwost LE 1956 3 864 1,196 1,073 BOCK $63,024 $90,0341FINGLY Appendage / Sgft UTILITY UNFINISHED / 55 Appendage / Sgft BASE SEMI FINISHED / 209 Appendage / Sgfi OPEN PORCH UNFINISHED / 68 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1979 200 $680 $1,700 FIREPLACE 1956 1 $480 b1,2o0 WOOD UTILITY BLDG 1993 12D $346 $720 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad http://www.scpafl.org/web/re web.seminole county title?parcel=31193150818000130&c... 9/21/2006 FENCE ON THE LEFT BACK FENCE 9.5 FT 14 FT 66 FT SHED 18 FT 10 FT 0 n FENCI THE R] 0 momMn30 FT a 0 Z rr R1 C 0 1 HOUSE THE McCARTY'S 823 RDSALIA DRIVE 407-322-0454 ON GHT t Owner's Manual & Assembly Instructions Model No.001014-B LX1014-BEE VS1014-B 697.68604 DG1014-A RV1014-A WV1014-B DK1014-A[:] TSC1014 YT1014-B 0- 697.68756-B 174 v DI ANC cv cuucn CAUTION: SOME.PARTS HAVE SHARP EDGES. CARE MUST BE TAKEN WHEN HANDLING THE VARIOUS PIECES 712730105 I TO AVOID'A MISHAP. FOR SAFETY SAKE, PLEASE READ SAFETY INFORMATION PROVIDED IN THIS MANUAL BEFORE BEGINNING CONSTRUCTION. WEAR GLOVES BUILDING DIMENSIONS •Size rounded off to the nearest foot • WHEN HANDLING METAL PARTS. Exterior Dimensions Interior Dimensions Door Approx. Foundation Storage Area (Roof Edge to Roof Edge) (Wall to Wall) Opening Size Size Sq. Ft. Cu. Ft. Width Depth Height Width. Depth Height Width Height 10' x 14' 121 " x 160 1 /4" 129 852 123 1 /4" 162 3/4" 87 7/8" 118 1 /4" 157 1 /2" 86 5/8" 55 1 /2" 60" 3,0m x 4,0m 307cm x 407cm 12,W 24,1m' 313cm 413cm 223cm 300cm 400cm 220cm 141cm Anchoring AIO Anchoring Down The Building It is important that the entire floor frame be anchored after the building is erected. Below are recommended ways of anchoring. A rrow Anchoring Kit: (Model No. AK4 or 60298) Anchoring into Wood/Post: Recommended for use with any suggested base. Usa 1/4" Wood Screws. There are 1/4" (0,63cm) dia. Contains: 4 Anchors with Cable, Clamps and holes provided in the frames for proper anchoring. installation instruction. Vj OVERTHESEAMS AND INTO THE GROUND Arrow Anchoring Kit: (Model No. AK100or68383) Recommended for use with the concrete foundation. Contains: Corner gussets, perimeter clips, hardware, 1/4" masonary drill bit and installation instruction. 10 2. / Anchoring into Concrete: 1. For poured concrete slab or footing or patio blocks: Use 1/4" x 2" Lag Screws. 2. For Anchor Post of Concrete poured after building is erected: Use 1/4" x 6" Lag Screws. 1. 2. _ i\. .. .• tip PLANS REVIEWED CITY OF SANFORD DESIGN CRITERIA: THE DESIGN SHOWN ON THESE DRAWINGS WITH STRENGTHENING KITS MEET THE REQUIREMENTS OF THE 2001 & 2004 FLORIDA BUILDING CODE. WITHOUT THE STRENGTHENING KIT THE SHEDS MEET THE REQUIREMENTS OF ASTM E842-82 WITH A ROOF LIVE LOAD OF 10 PSF AND A 5 PSF WALL LIVE LOAD. LOADS: LIVE LOAD: 20 PSF WIND LOADS: 140 MPH (PER 2001 & 2004 FLORIDA BUILDING CODE) WIND IMPORTANCE FACTOR: 0.77 EXPOSURE B MATERIAL SPECIFICATIONS: PANELS: ASTM A625-76, Fy=50 KSI CHANNELS & OTHER MEMBERS: ASTM A527-80, Fy=55 KSI t NOTE THAT THE PANELS, CHANNELS AND OTHER MEMBERS ARE MADE OF STEEL PER THE ASTM NUMBER LISTED. BOLTS & SCREWS: ASTM A1018, Fy=30 KSI ANCHOR BOLTS: ASTM A307, Fy=33KSI REINFORCING STEEL: ASTM A615-40, GRADE 40 WIRE MESH: ASTM A-185 CONCRETE: 2,500 PSI COMPRESSIVE STRENGTH 0 28 DAYS STATE OF FLORIDA LICENSED ENGINEER: DANIEL W. MCGINNIS LICENSE #57928 EXPIRES: FEBRUARY 28, 2007 Descri lion Stren thenin KitTe Low Gable A A A A Nominal W Mod 5 6 8 8 D 4 5 6 8 6 7 8 9 10 12 W 5425 71.25 94.75 94.75 11825 118.25 11825 118.25 118.25 118.25 RH 76.75 73.625 73.625 73.625 76.625 76.625 80.875 76.625 76.625 80.875 Maximum D 45.875 54.25 66 90 66 78.25 90 102.25 111.75 140 EH . 67 67 67 67 67 61 71.25 67 67 71.25 Dimensions OW 22.25 32 43.5 43.5 55.5 55.5 55.5 55.5 55.5 55.5 DH 65 65 65 65 65 65 69.25 65 65 69.25 GW WA WA WA WA WA WA WA WA WA WA GH WA WA WA WA WA WA WA WA WA WA NW 2 2 2 2 2 2 2 2 2 2 WALL 1 1 2 2 2 2 2 2 2 2 ROOF ROOF2 GIRT C2X1 72X1 C2X1 C2X1 C4X1 C4X1 C4X1 C4X1 CIX1 C X NR 2 2 i 1 1 2 2 2 2 2 1 1 2 2 M-2 PURLIN C2X1 C2Xj C2X1 CC4 NR PURLIN A 10 10 10 A A A 10 A 10 A 10 l•r Gable A Models 10 8 11825 85.125 90 67 55.5 55.5 55.5 65 65 65 WAWA WA WA WA WA 2 2 2 2 2 2 C4xi C4X12 C4X1 1 2 2 2 2 C4X1 C4X1 C4X1 A 10 12 11825 85.125 140.5 A 10 14 118.25 85.125 157.5 Gambre8 Models 8 10 9 118.25 86.625 10225 62 62 55.5 55.5 55.5 32 43.5 55.5 55.5 55.5 60 60 60 6925 ET2-5 6925 6925 6925 23.625 23.625 23.625 WA WA WA WA WA 18.5 18.5 18.5 WA WA WA WA WA 2 E4-S3 E4 SS E4S3 E4-S3 E4-S3 E4-S3 E4S5 2 2 2 2 2 2 2 2 C4X1 C2X1 C2X1 C2X1 C2X1 C2X1 C2X1 C2X1 1 1 1 2 2 2 2 3 2 2 2 1 1 2 2 2 C4X1 C2X1 C4X1 72x1 C2X1 C2X1 C2x1 C4X1 1 1 2 2 2 2 C4X1 C2X1 G1X1 10 8 11825 86.625 90 86 Low Gable 10 Model U 11825 86625 157.5 62 71.25 7125 71.25 7125 7125 SA SA 6 8 5 6 71.25 94.75 77875 77.075 5125 66 SA SA 10 10 6 8 118.25 11825 80.875 60.075 66 90 SA 10 12 11825 80.875 140.5 Gambrel Models 184 11825 95.875 90 f0225 71.25 7125 7125 55.5 55.5 55.5 69.25 69.25 69.25 23.625 23.625 23.625 18.5E4S3 18.5 18.5 E4S3 E4S5 2 2 2 C2X1 C2X1 C2X1 12 1 1 2 2 C2X1 C2X1 C4x1 1 1 2 2 2 2 C2X195875 C2X111825 C4X1 95.875 157.5 These mndek-1.06 N a. __. NOTE TYPES Bmmm URN S ARE SEc r uowjs. TYPE 8 94WS ARE COMOREL SEEEOS - ROOF APPLES TO EAVE WK AM ROOF 2 APP1E5 to a= SLOPE t SHED CONFIGURATIONS AND DIMENSIONS EE SHM 2 MR 01SIUM N C^WM ANO SHM rjM MASTER FILED SEMINOLE COUNTY PLANS REVIEWED REVIEWED CITY OF SA14FORD J U N 01 2005 SEMINOLE COUNTY PLANS EXAMINER U Z Q> M cep U W ct Iowomrn Qz¢.w z Nz3 O O Li Z-.- Z tn O UZ a O' U 8 H o a LiJ I- U) Q o z Wn1* W C,l Icrl0N n 1-- ( p N l _ N u7 00 O/ Z cn I r. L_ W V O EC Z m o a O ry Q DUE, 5/ 11 /05 oawN c «WEER OF 3 1 WINE DW W TYPICAL GABLE SHED FRONT ELEVATION TYPE "A« z4' CONCREIE SLAB WM a 10.10 Ranee SIK YESK IICEYIIER16N %V=ky N SAIL D+4" TYPICAL FOUNDATION PLAN N e SECTION THRU FRONT WALL DW W TYPICAL GAMBREL SHED FRONT E EVATION TYPE "B" TYPICAL FLOOR PLAN PURLIN GIRT @ SECTION THRU BACK WALL NR+1 2 W ol D 70, TYPICAL SIDEWALL ELEVATION TYPES A" h "B" MASTER FILED SEMINOLE COUNTY f/ REVIEWED J U N 01 2005 SEMINOLE COUNTY PLANS EXAMINER e SECTION THRU SIDE WALL DOOR NOTE: DOOR IS PART OF EXTERIOR BUILDING CLADDING AND IS CONSTRUCTED OF THE SAME MATERIALS AS THE WALLS, DOOR IS FRAMED WITH CHANNEL TO SUPPORT CLADDING MATERIAL. NW END +1 EQUAL SPACES Km Rru Nw U Q W 0- 0 m N Q Z Q W REINFORCEMENT AT SIDING MODELS PLANS REVIEWED CITY OF SANFORD U Z N — H vj LLI t00 QOfEM c0 UO W O I rn Q O QZ iE''PNN — r, NZ O ZOO -i lil 5O—N ON O a U 8 a I n s e S Cs 0 gC S w 0 z WMIt w N I e0N H c0 CVNto J 00 to 0 to4; v Z WtI LLI V O cr Z co a O ch—, e_L Q WE s/11/Os 2 OF 9 19/32" TYP. le 200 8" REF w n-aaos' I 28 3/4" TYPICAL WALL PANEL pan:: ft"M .oaa %%va 0.473" 0.717" 12.82" O N 0 1.306" 23-503" TYPICAL SIDING PANEL 10 MACHINE SCREW WITH NUT 10 MACHINE SCREW WITH NUT WALL OR ROOF PANLES # lOxl/2"SMS - ROOF BEAMS--- 8"O.C. L1x1xO.028" WALL OR ROOF BRACE ® ROOF CHANNELS BEAMS ONLY W/ #10 1 "x4"xO.023" OR MACH. SCREWS & NUTS 1"x2"xO.023" SECTION CUT INS SECTION 3 e WALL CHANNEL CORNER CONNECTION 1.03" BEAM SUPPORT Wo43i•oAir t oAn' BOLT VERTICAL ANGLE TO GABLE PANEL RETURN 3/8"OX8" LONG ANCHOR BOLTS® 24" O.C. SIDE AND BACK WALLS, 12" MAX O.C. ® FRONT WALL ALTERNATE ANCHOR: HILTI KWIK BOLT 3 3/8"06' LC CONCRETE ANCHOR W/ 2 1/2" EMBEDMENT, METRO DADE COUNTY ACCEPTANCE #93-0224.04 FINISHED GRADE " - • .:: . ti 6x6-10/ 10 WELDED WIRE MESH ALTERNATE: #3 BARS @ 18"O.C. EA. WAY 14 BARS CONTINUOUS SECTI ROOF PANEL 8 SCREWS 8"O.C. 10 SCREWS 7/8"x7/8" / WALL PANEL x.017" ANGLE—/ SECTION 3 625" C3/4x1 CHANNEL AR]o1ES -eaw 4.563" 3" DOOR JAMB o0 MWER FI LEN SEMINOLE COUNTY 2.193" ol 556" DOOR TRACK TYPICAL FLOOR FRAME pvcolmi•omr "Calms-da19' REVIEWED 8 SMS J U N 0 1 201 8"O.C. E MINOLE COUGABLEENOPAN"PLANS EXAMIN WALL / -/ DOOR TRACK PANEL— \ /—DOOR SECTION_ C3/4x 1 EA. RIB W/ #8 SMS 8" O.C. (FRONT WALL ONLY) WALL PANEL FRAME 3/8"O ANCHOR BOLT SEE FOUNDATION PLAN AND SECTION FOR REQUIREMENTS) SECTION ALTERNATE ANCHOR: HILTI 3/8" KWIKBOLT 3 0 c 1 a77" TYPICAL ROOF BEAM A40ES5-0A19'AOAw 1" 40.226" X X X d• M N M N STANDARD C NE EWE AQIiIS-0A19p my OF siofo FRONT WALL PANEL DOOR r—C3/4x1 EA. RIB FJAMB C3/4x 1 ® 8" O.C. ATTACH C3/4x 1 W/ #8 SMS U 8" O.C. SECTION U z vi w Li w v OW Q ( O rn Z<Mz d n N z 3 O J Z J O . W z N^ ; o z a O U s 0 o M K Y i 3WI t g Ljj Of cn o z W in Li N (O F— NN <o in H J 000 cnNO l3_ Z W v o O of z m= a Q DAZE. 5/11/05 OWING OF 3