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Home My WebLink About137 Pinefield Dr (2)Permit # CITY OF SANFORD PERMIT APPLICATION RECEIVED Date: July 29, 2005 M11 2 9 2009 Job Address: 137 Pinefield Drive, Sanford FL 32771 Description of Work: Add ground level spa and concrete deck Historic District: N/A Zoning: PD Value of Work: $ 5,000.00 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool X (spa Electrical: New Service — # of AMPS Addition/Alteration X Change of Service Temporary Pole 'VA Mechanical: Residential Non -Residential - Replacement New (Duct Layout & Energy Calc. Required) N/A Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines N/A Plumbing/New Residential: It of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Foota e: Existing X FIRM 12117C -0065E Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 32-19-31-515-0000-1210 (Attach Proof of Ownership & Legal Description) Owners Name & Address: Janell A Spolski 137 Pinefield Drive Sanford FL 32771 Phone: Contractor Name & Address: Spolski Construction Inc 1425E Airport Boulevard, Sanford, FL 32773 State License Number: CGCO11729 Phone & Fax: (407) 322-8424 / (407) 322-8436Contact Person: Kevin Spolski Phone: (407) 322-8424 Bonding Company: N/A Address: Mortgage Lender: N/A Address: ArchitectlEngineer: T N Davis P E. 07857) Phone: (407) 322-8424 Address: 1425E Airport Boulevard Sanford, FL 32773' Fax: (407) 322-8436 Application 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 issuance of a pcmrit and that all work will be perfarmcd to meet standards of all laws regulating construction in this jurisdiction. I understand drat a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicahle laws regularing construction and zoning. 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be fouo fn)lhe public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state�ge T, or federal agencies. Acceptance -0g CD 1 dl) U - v wz W� E er- � E C-3toc-l' e:Owner/Agent is X Personally Known to Me or Produced ID � 5F, T APPLICATION APPROVED BY Special Conditions: requ Bldg; ^ Zoninz: (Initial & Date) ,FS71 7/29/05 Date 77KCto/ gent's a e I L(.10.=i 7/29/05 Signature of Notary -State of Florida Date Contractor/Agent is X Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) 4" CONC. SLAB (2500 PSI) OVER 6 MILL POLY FILM. (ALL SEAMS SEALED) OVER CLEAN COMPACTED SOIL TREATED FOR TERMITES. N TYP - #50ROD CONTIN. FROM DRAIN TO FOUNDATION THRU LINTEL IN GROUTLIFT STATION FILLED CELL TY./1' TYP. N 0 tl a 84" 8" FILLED CELL BLOCK WALL TYP. SEE SPEC DRAWING W/FOOTER TYP. P.T. DECKING OR EVERGRAIN DECKING OR OTHER DECKING MATERIAL TYP. 2x6 P.T. FRAMING 16" O.C. W/ SIMPSON LUS24 TYP. EACH FLOOR TRUSS 40 120" 71, FLOOR & FOUNDATION PLAN REMOVABLE HAND FLAT CAPS RAIL TYP. SPA SEE SPEC SHEET. GRADE IL 2,-4„ 8" 6 120" SIDE VIEW DRAIN To LIFT STATION SEE SPEC SHEET TYP. 8" CONC. BLOCK 8" CONC. BLOCK 2 #5 BARS ABOVE CONC. FT'G " PENETRATION 13" 13" 8" ® - 5" 2 #5 BARS BELOW #5 BARS ABOVE PENETRATION PENETRATION BELOW PENETRATION PIPE PIPE FTG. DETAIL OF PENETRATION PIPE ALSO THRU MONO. FOOTER SITE PLAN -_r/ Scale: 1"=10.0' N FLAT CAPS 111 . (SRV 1 .l. LUIJUD . livni%li W/ 1/2"x5-1/2 WEDGE-ALLS TYP. REV. # DATE BY: DISCONNECT SWITCH ATTACHED TO WALL OF HOME W/MIN. 50 AMP. BREAKER G.F.I. AND 110 SERVICE 14"ABOVE FINISH 7-29-05 KJS ELECTRICAL KEY 11 OF HOME TIE INTO EXISTING HOME SERVICE TYP. W/EXTRA WIRE FOR, W.P. WATERPROOF DUPLEX OUTLET REMOVABLE SERVICING ALL TO G.F.I. CODE SPECS TYP. G.F.I. GROUND FAULT INTERRPUTER DUPLEX OUTLET PANEL ® ELECTRICAL PANEL BOX I I This structure has been designed in accordance to the -9@r- 220 VOLT OUTLETI _ I SPA. FLORIDA BUILDING CODE 2001 and 2003 REVISIONS. Chapter SPA. 131 DISCONNECT SWITCH I ( TYP. 6, Structural Loads. In accordance with Section 1606, the TYP I i following wind load requirements were employed in the NOTES: I I design of the structure: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT I I Basic Wind Speed: (3 Second Gust) 120 MPH INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL I I Building Category 1, Open ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS , I Importance Factor 1.00 HT OF ALL COVERING CODES. H Wind Exposure B Internal Pressure Coefficient: +/- 0.0 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & Design Pressure for Components & Cladding (Worst RECEPTACLES AT THE FOLLOWING FINISH FLOOR: ELECTRICAL PLAN Case Condition): SWITCHES. ...4211 Components and Cladding: +25.9PSF - 34.7PSF OUTLETS...... 14" 3 (280) COPPER 200 AMP. MAIN IN 2-1/2" CONDUIT All connections have been checked to withstand all applicable loads The subject plans and specifications for SERVICE the proposed spa were designed and engineered in DISC A/C accordance with the FLORIDA BUILDING CODE 2001. UNDERGROUND Di DISC. CHAPTER XVIO as follows. SERVICE BY TYPICAL #12 COPPER TO LIGHTS Floor: 60#/SQ. FT. SPA POWER CO. ELECTRICAL # OUTLETS GRADE PANEL 110/ COPPER TO WATER HEATER (20 CIRCUITS) 8 COPPER TO RANGE FIELD NOTES: % Fr 1. CONTRACTOR MAY SUBSTITUTE CONNECTORS OF EQUAL 2'-4"8» ELECTRICAL RISER QUALITY, PERFORMANCE, AND MATERIAL SPECIFICATIONS AS J SIMPSON. 84 8: C.M.U. FLAT CAPS GENERAL NOTES: DRAIN TO WATER SE + D TYP. 1. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SIDE VIEW LIFT STATION — I: SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE TYP. I I I PROJECT. EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN FINISH GRADE_I I 2. ALL CONCERETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS CONFIRMING TO ASTM C-90, 2'-4" ,-4 I I DOWEL LAPPED GRADE N-1 WITH FM ,=1,000 PSI, LAID IN RUNNING BOND WITH TYPE 5 MORTAR. =I 4" CONC. SLAB OVER 6M VISQ. WITH WALL REINF. 3 WHERE SHOWN, CORES OF CONCRETE BLOCK MASONRY SHALL BE FILLED WITH PEA GRAVEL -) I I •F. CONCRETE TMINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. STUMP SHLAL EQUAL8 TOICINCHES. 1 #50 = I 4 1 4. IN MASONRY HEADERS, EXTEND BOTTOM STEEL REINFORCEMENT. A MINIMUM OF 5 INCHES ROD CONT. _ :•:l GROUTED CELL #5 CORNER BAR INTO PILASTER COLUMN AND WIRE TIE TO VERTICAL REINFORCEMENT STEEL (RE -BARS). IN FILLED CELL 48" O.C. TYP i— r j 5. SOIL BORING HAVE NOT BEEN MADE. FOOTINGS HAVE BEEN DESIGNED FOR A SOIL =I — 12 ALL LAPS 25 MIN. _ CORNER CONTIUNITY OF BOND BEARING CAPACITY OF 2,000 PSI. ANY LESSER SOIL BEARING CAPACITY IS THE 1 Po I _I _ RESPONSIBILITY OF HTE BUILDING CONTRACTOR. BEAM AND WALL REINFORCEMENT ROD CONT: CLEAN COMPACTED 6. FOOTINGS SHALL BEAR ON SOIL COMPACTED TO AT LEAST 957 OF THE STANDARD 8" TERMITE TREATED PROCTOR MAXIMUM DENSITY (AASH T99). THE SOIL SHALL BE COMPACTED TO THIS FILL DENSITY TO A DEPTH OF AT LEAST THREE FEET BELOW THE BOTTOM OF THE FOOTINGS. THICKENED SLS!} -B 7: F:T,L UNDER THE 1''LOr? SII�II�:� BT.�' COMPACTED TO AT FEAST 957 OF THE STANDAR:, PROCTOR MAXIMUM DENSITY. 8. CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. PLAT OF BOUNDARY SURVEY 9. THE BUILDING CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, HANGERS, SLAB DEPRESSIONS, DIMENSION, for I PITCH AND OTHER RE:`1,ATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATGION, PLACEMENT AND CONTINUITY. JANELL A. SPOLSKI 11. ALL CONTINUOUS VERTICAL OR HORIZONTAL RE -BARS IN FOOTINGS, BEAMS AND OTHER CONCRETE SHALL BE ;AP SPLICED WHERE NECESSARY OR DESIRABLE BY WIRING LOT 121; ;CELERY .LAKES PHASE 1, accordingto the Plat thereof as recorded I TOGETHER IN CONTACT'. THE LENGTH OF ALL #5 BAR LAPS .SHALL BE A MINIMUM OF 25 I INCHES AND #7 BAR ;;APS SHALL BE 35 INCHES (40 BAR DIAMETERS). in Plat Book 62, Pages 75 and 76, of the Public Records of Seminole County, 1 12. THE PRECAST LINTEL SUPPLIER SHALL DESIGN THE LINTELS FOR ADEQUATE Florida'` I SUPERIMPOSED LOADS, THE DESIGN SHALL MEET A.C.I. STANDARDS AND STANDARD BUILDING CODES. 1X4' Dec k -A -1D ra i n 1 13. ALL FRAMING SHALL 3E FABRICATED AND INSTALLED AS PER AITC; TPI AND NATIONAL N 89038'17" E 120.00' I DESIGN SPECIFICATION'S FOR WOOD CONSTRCTION. 14. ALL WOOD STRUCTURiIL MEMEBERS SHALL BE CONTROLLED STRESS GRADE LUMBER 0 25.00' 5 DRAINAGE EAS M T P HAVING A FIBER STRESS OF AT LEAST 1200 PSI. - - -• - - - - - - - - -1 15. CONCRETE SLABS WILL BE 4,THICK, 2500 PSI CONCRETE, WITH TURNED DOWN EDGES, 58.00 �,- ` . I NO 6 x 6 x 1%o W.W.M. OR FIBERMESH ADDITIVE IS REQUIRED. C\DI: SCOPE OF WORK: C\DSPA _ CIO o i `a TO INSTALL SPA INTO A INGROUND SYSTEM TO CODE TYP. "v I �I o a :: I �9 SPA IN GROUND CELL TO BE REINFORCED WITH LIFT STATION TYP. ' I o cv CDX t .: I SPA TO BE GROUND LEVEL AND REMOVABLE AND ALL ALECTRICAL o I HouseCD X;; o CIO TO CODE AND TYP. L lope: •. - a: •: SIMPSON CONNECTOR SCHEDULE: 120MPH ' L- - - - - - - - - - - - 5.00 5 DRAINAGE EASM T N 89°38'17" E 120.00' SURVEY NOTES: 1) The street address above—described property is 137 PINEFIELD DRIVE. 2) The above —descr bed property lies in a Flood Zone X per Firm 12117C 0065E dated April 1995. I� NN CONNECTOR FASTENER CAPABILITY o WEDGE -ALL 1 2"x5-1 2" 2,350 14-6 # o- LUS24 (4)-10d NAILS 3850# vl 1�7_ I Submersible _ewage Ejector Dump 4" PVC to Ejector, 2" PVC to Sewer , i /V APPR�CD)B I 1 t � 1 4 8" FILLED CELL BLOCK WALL TYP. SEE SPEC DRAWING W/FOOTER TYP. P.T. DECKING OR EVERGRAIN DECKING OR OTHER DECKING MATERIAL TYP. 2x6 P.T. FRAMING 16" O.C. W/ SIMPSON LUS24 TYP. EACH FLOOR TRUSS 40 120" 71, FLOOR & FOUNDATION PLAN REMOVABLE HAND FLAT CAPS RAIL TYP. SPA SEE SPEC SHEET. GRADE IL 2,-4„ 8" 6 120" SIDE VIEW DRAIN To LIFT STATION SEE SPEC SHEET TYP. 8" CONC. BLOCK 8" CONC. BLOCK 2 #5 BARS ABOVE CONC. FT'G " PENETRATION 13" 13" 8" ® - 5" 2 #5 BARS BELOW #5 BARS ABOVE PENETRATION PENETRATION BELOW PENETRATION PIPE PIPE FTG. DETAIL OF PENETRATION PIPE ALSO THRU MONO. FOOTER SITE PLAN -_r/ Scale: 1"=10.0' N FLAT CAPS 111 . (SRV 1 .l. LUIJUD . livni%li W/ 1/2"x5-1/2 WEDGE-ALLS TYP. REV. # DATE BY: DISCONNECT SWITCH ATTACHED TO WALL OF HOME W/MIN. 50 AMP. BREAKER G.F.I. AND 110 SERVICE 14"ABOVE FINISH 7-29-05 KJS ELECTRICAL KEY 11 OF HOME TIE INTO EXISTING HOME SERVICE TYP. W/EXTRA WIRE FOR, W.P. WATERPROOF DUPLEX OUTLET REMOVABLE SERVICING ALL TO G.F.I. CODE SPECS TYP. G.F.I. GROUND FAULT INTERRPUTER DUPLEX OUTLET PANEL ® ELECTRICAL PANEL BOX I I This structure has been designed in accordance to the -9@r- 220 VOLT OUTLETI _ I SPA. FLORIDA BUILDING CODE 2001 and 2003 REVISIONS. Chapter SPA. 131 DISCONNECT SWITCH I ( TYP. 6, Structural Loads. In accordance with Section 1606, the TYP I i following wind load requirements were employed in the NOTES: I I design of the structure: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT I I Basic Wind Speed: (3 Second Gust) 120 MPH INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL I I Building Category 1, Open ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS , I Importance Factor 1.00 HT OF ALL COVERING CODES. H Wind Exposure B Internal Pressure Coefficient: +/- 0.0 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & Design Pressure for Components & Cladding (Worst RECEPTACLES AT THE FOLLOWING FINISH FLOOR: ELECTRICAL PLAN Case Condition): SWITCHES. ...4211 Components and Cladding: +25.9PSF - 34.7PSF OUTLETS...... 14" 3 (280) COPPER 200 AMP. MAIN IN 2-1/2" CONDUIT All connections have been checked to withstand all applicable loads The subject plans and specifications for SERVICE the proposed spa were designed and engineered in DISC A/C accordance with the FLORIDA BUILDING CODE 2001. UNDERGROUND Di DISC. CHAPTER XVIO as follows. SERVICE BY TYPICAL #12 COPPER TO LIGHTS Floor: 60#/SQ. FT. SPA POWER CO. ELECTRICAL # OUTLETS GRADE PANEL 110/ COPPER TO WATER HEATER (20 CIRCUITS) 8 COPPER TO RANGE FIELD NOTES: % Fr 1. CONTRACTOR MAY SUBSTITUTE CONNECTORS OF EQUAL 2'-4"8» ELECTRICAL RISER QUALITY, PERFORMANCE, AND MATERIAL SPECIFICATIONS AS J SIMPSON. 84 8: C.M.U. FLAT CAPS GENERAL NOTES: DRAIN TO WATER SE + D TYP. 1. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SIDE VIEW LIFT STATION — I: SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE TYP. I I I PROJECT. EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN FINISH GRADE_I I 2. ALL CONCERETE BLOCKS SHALL BE STANDARD WEIGHT BLOCKS CONFIRMING TO ASTM C-90, 2'-4" ,-4 I I DOWEL LAPPED GRADE N-1 WITH FM ,=1,000 PSI, LAID IN RUNNING BOND WITH TYPE 5 MORTAR. =I 4" CONC. SLAB OVER 6M VISQ. WITH WALL REINF. 3 WHERE SHOWN, CORES OF CONCRETE BLOCK MASONRY SHALL BE FILLED WITH PEA GRAVEL -) I I •F. CONCRETE TMINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. STUMP SHLAL EQUAL8 TOICINCHES. 1 #50 = I 4 1 4. IN MASONRY HEADERS, EXTEND BOTTOM STEEL REINFORCEMENT. A MINIMUM OF 5 INCHES ROD CONT. _ :•:l GROUTED CELL #5 CORNER BAR INTO PILASTER COLUMN AND WIRE TIE TO VERTICAL REINFORCEMENT STEEL (RE -BARS). IN FILLED CELL 48" O.C. TYP i— r j 5. SOIL BORING HAVE NOT BEEN MADE. FOOTINGS HAVE BEEN DESIGNED FOR A SOIL =I — 12 ALL LAPS 25 MIN. _ CORNER CONTIUNITY OF BOND BEARING CAPACITY OF 2,000 PSI. ANY LESSER SOIL BEARING CAPACITY IS THE 1 Po I _I _ RESPONSIBILITY OF HTE BUILDING CONTRACTOR. BEAM AND WALL REINFORCEMENT ROD CONT: CLEAN COMPACTED 6. FOOTINGS SHALL BEAR ON SOIL COMPACTED TO AT LEAST 957 OF THE STANDARD 8" TERMITE TREATED PROCTOR MAXIMUM DENSITY (AASH T99). THE SOIL SHALL BE COMPACTED TO THIS FILL DENSITY TO A DEPTH OF AT LEAST THREE FEET BELOW THE BOTTOM OF THE FOOTINGS. THICKENED SLS!} -B 7: F:T,L UNDER THE 1''LOr? SII�II�:� BT.�' COMPACTED TO AT FEAST 957 OF THE STANDAR:, PROCTOR MAXIMUM DENSITY. 8. CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS. PLAT OF BOUNDARY SURVEY 9. THE BUILDING CONTRACTOR SHALL CHECK ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHORS, HANGERS, SLAB DEPRESSIONS, DIMENSION, for I PITCH AND OTHER RE:`1,ATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATGION, PLACEMENT AND CONTINUITY. JANELL A. SPOLSKI 11. ALL CONTINUOUS VERTICAL OR HORIZONTAL RE -BARS IN FOOTINGS, BEAMS AND OTHER CONCRETE SHALL BE ;AP SPLICED WHERE NECESSARY OR DESIRABLE BY WIRING LOT 121; ;CELERY .LAKES PHASE 1, accordingto the Plat thereof as recorded I TOGETHER IN CONTACT'. THE LENGTH OF ALL #5 BAR LAPS .SHALL BE A MINIMUM OF 25 I INCHES AND #7 BAR ;;APS SHALL BE 35 INCHES (40 BAR DIAMETERS). in Plat Book 62, Pages 75 and 76, of the Public Records of Seminole County, 1 12. THE PRECAST LINTEL SUPPLIER SHALL DESIGN THE LINTELS FOR ADEQUATE Florida'` I SUPERIMPOSED LOADS, THE DESIGN SHALL MEET A.C.I. STANDARDS AND STANDARD BUILDING CODES. 1X4' Dec k -A -1D ra i n 1 13. ALL FRAMING SHALL 3E FABRICATED AND INSTALLED AS PER AITC; TPI AND NATIONAL N 89038'17" E 120.00' I DESIGN SPECIFICATION'S FOR WOOD CONSTRCTION. 14. ALL WOOD STRUCTURiIL MEMEBERS SHALL BE CONTROLLED STRESS GRADE LUMBER 0 25.00' 5 DRAINAGE EAS M T P HAVING A FIBER STRESS OF AT LEAST 1200 PSI. - - -• - - - - - - - - -1 15. CONCRETE SLABS WILL BE 4,THICK, 2500 PSI CONCRETE, WITH TURNED DOWN EDGES, 58.00 �,- ` . I NO 6 x 6 x 1%o W.W.M. OR FIBERMESH ADDITIVE IS REQUIRED. C\DI: SCOPE OF WORK: C\DSPA _ CIO o i `a TO INSTALL SPA INTO A INGROUND SYSTEM TO CODE TYP. "v I �I o a :: I �9 SPA IN GROUND CELL TO BE REINFORCED WITH LIFT STATION TYP. ' I o cv CDX t .: I SPA TO BE GROUND LEVEL AND REMOVABLE AND ALL ALECTRICAL o I HouseCD X;; o CIO TO CODE AND TYP. L lope: •. - a: •: SIMPSON CONNECTOR SCHEDULE: 120MPH ' L- - - - - - - - - - - - 5.00 5 DRAINAGE EASM T N 89°38'17" E 120.00' SURVEY NOTES: 1) The street address above—described property is 137 PINEFIELD DRIVE. 2) The above —descr bed property lies in a Flood Zone X per Firm 12117C 0065E dated April 1995. I� NN CONNECTOR FASTENER CAPABILITY o WEDGE -ALL 1 2"x5-1 2" 2,350 14-6 # o- LUS24 (4)-10d NAILS 3850# vl 1�7_ I Submersible _ewage Ejector Dump 4" PVC to Ejector, 2" PVC to Sewer , i /V APPR�CD)B N 4 L bl tL % L Q o 0 Z U1 0 0 Q U) W rm O >En M rs aero o Q W J J LL LL J W L.LJ Z 0 Z on 0 Q�LL �3mQ U1 UJ L I 0 CIRAWN BY [Kevin J. Spolski GHEGKE� Kevin J. Spolski DATE 27 July 2005 JOB NO.