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HomeMy WebLinkAbout079-240-06991��99�di�TIF9F1�' QERMTT (r-� (�t,rase peom;f wens N,:S1�FC' in q�o/'�712f f D'701- X40-C�� I 0 AG 105 GUILFORD F. DAVIS 2790 PINECREST ROAD, OROVILLE PERMIT#97-1-348 DAVIS, Gil & Lynn��y 2790 Pinecrest Rd., OroJi 11 AGRICULTURAL EXEMPT PERMIT AG EQUIP & SUPPLIES e Cont: Executive Homes f 7 / MH on Perm Fnd DAVIS, Guilford PERMIT#96-2048 280 Pinecrest, Oroville Cont: Ben Sparks New Pri Det Garage � 1 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 -033641 197-033641 197-033641 97-03364-1 1 Rec Fee- .-00 i 1 Total.�� .00 Recorded I Official Records I County of tl Butte /' Candace J. Grub 1 Recorder- I 9:36am 10 -Sep 97 I C S� XX 3 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described \\ Ith certainty belo\y, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named o\vner of the real property and shall be deemed to give constructive notice; as to its contents to all persons thereafter dealing with the real property. GUILFORD F. AND LYNN M. DAVIS BUTTE COUNTY BUILDING DIVISION MANUFACTURER'S NAME - LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 745 HAYES COURT 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS LIVERMORE, ALAMEDA, CA 94550 OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 2790 PINECREST ROAD INSTALLATION MAILING ADDRESS. IF DIFFERENT PALERMO, BUTTE, CA 95968 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write 'SA XIE') MAILING ADDRESS CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP 97-1348 916) 538-7541 BUIL ING PERMIT NO. TELEPHONE NUMBER 9/5/97 SIGNATURE OF LOCAL A 'NC1 AL DATE EXECUTIVE HOTVIES DEALER NAME (if not a dealer sale, write *NONE") 92081 DEALER LICENSE NO. UNIT DESCRIPTION FLEETWOOD 1997 SUNCREST /766-3A MANUFACTURER'S NAME - DATE OF MANUFACTURE MODEL NAME/NUMBER CAFLVI7A/B/C 20205SCI3 66'X 39' 'RAD 1004854/1004855/1004856 RIAL NUMBERISI I.F-NC-TH N \VID'I'H INSIGNE\ LABEL NUMBERtSt RE.aL PROPERTY LEGAL DESCRIPTION ASSESSUK'S PARCEI. NU;\IBI:R SEE ATTACHED LEGAL DESCRIPTION. A.P. # 036-310-073 HCD FOR\1 433(A) REV. &91 t\ -1ITk - roomy Recorder CANARY -1-10) PINE. - Applium v0I.1)1:NKOU - Building Dept LEGAL DESCRIPTION A.P. #036-3.10-073 The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL I: Being a portion of Section 34, Township 19 North, Range 4 East, M.D.B.&M., and more particularly described as follows: Commencing at a point on the West line of said Section 34, which point bears North 0 deg. 36' 00" East, 1,003.40 feet from the Southwest corner of said Section; thence North 89 deg. 25' 30" East, along the Northerly boundary of Subdivision No. 2 of the P. C. Drescher Tract, according -to the Official Map thereof, filed in the Office of the Recorder of the County of Butte, State of California on May 3, 1889 in Map Book "1" page 23; 1,405.65 feet to the true point of beginning for the parcel herein described; thence from said true point of beginning, North 0 deg. 11' 00" East, 778.46 feet to the centerline of a 60.00 road easement, thence along said centerline, North 89 deg. 25' 30" East, 281.13 feet; thence leaving said centerline, South 0 deg. 11' 00" West, 778.46 feet to the Northerly boundary of said Subdivision No. 2 of the P. C. Drescher Tract; thence South 89 deg. 25' 30" West along the Northerly boundary of said Subdivision, 281.13 feet to the point of beginning. PARCEL II: A non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet id width; lying 30.00 feet on each side of a line beginning at a point on the West line of said Section 34, which point bears North 0 deg. 36' 00" East, 1,781.86 feet from the Southwest corner of said Section ; thence from said point of beginning, North 89 deg. 25' 30" East, 710.00 feet to point "A", thence continuing North 89 deg. 25' 30" East, 976.78 feet; thence North 88 deg. 20' 04" East, 525.34 feet, thence South 40 deg. 24' 52" East, 94.27 feet; thence along the arc of a 130.00 foot radius -curve to the right, whose tangent at this point bears North 49 deg. 35' 08" East, through a central angle of 31 deg. 05' 09" an arc distance of 70.53 feet; thence North 80 deg. 40' 17" East, 204.70 feet to the beginning of a 200.00 foot radius curve to the left; thence along the arc of said curve, through a central angle of 83 deg. 35' 50" an arc distance of 291.81 feet; thence North 2 deg. 55' 33" West 312.79 feet to the center of Lower Wyandotte Road. PARCEL III: A non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of a line beginning at above mentioned point "A", as set forth in Parcel I1, hereinabove described; thence from said point of beginning, North 0 deg. 07' 00" East 910.00 feet; thence North 27 deg. 41' 00" West, 270.00 feet to point "B", thence continuing North 27 deg. 41' 00" West, 240.00 feet; thence South 79 deg. 39' 00" West, 240.00 feet; thence South 70 deg. 49' 00" West, 250.00 feet; thence South 89 deg. 25' 30" West, 454.00 feet; thence South 85 deg. 25' 15" West, 430.57 feet to the end of said easement. PARCEL IV: A non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of a line beginning at above mentioned point "B", as set forth in Parcel III, hereinabove described, thence from said point of beginning, North 62 deg. 06' 00" East 540.04 feet; thence North 75 deg. 02' 59" East, 220.26 feet; thence North 48 deg.. 59' 00" East, 457.98 feet to the centerline of Lower Wyandotte Road. BUILDING PERMIT NUMBER: 97-1348 Address or location of emit: 2790 PINECREST ROAD, PALERMO Legal Description of Real Property: A.P. #036-310-073 SEE ATTACHED LEGAL DESCRIPTION. A 1 (x) Mobilehome/Man ufactu red Home O Commercial Coach Has been affixed to the real property above by installation on a foundation sytem pursuant to Health and Safety Code Section 18551. Owner's name: GUILFORD F. AND LYNN M. DAVIS Owner's address: 745 HAYES COURT, LIVERMORE CA 94550 INSIGNIA OR HU:) NUMBER: RAD 1004854/1.004855/1004856 SERIAL NUMBER OR V.I.N. CAFLV 17A/B/C20205SC 13 MANUFACTUREI?'S NAME: FLEETWOOD YEAR: 1997 OFFICIAL APPROVING INSTALLATION: DATE: 9/5/97 PHONE: (916) 538-7541 t H.C.D. 513C { BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PEFJMIT NO. D5 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NOO 3G __3/0-073 ZONING Q %i OWNER �- PHONES Cl OWNER'S ADDRESS v LOCATION OF BUILDING O e USE OF BUILDING SIZE OF STRUCTURE // ,^�� ' X ' = SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL �_ CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ee e ESTIMATED COST OF CONSTRUCTION s AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT( i/ ` SIDES �' htit�t REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building.. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirement ' ect at that time and before occupancy. Date g — y —Un Signature of Owner U:i�ij Permit Fee - $60.00 The above described AG Buildin is exempt from a b4#ding permit. Receipt• FLMD I PP1111 1 P. ROO G I ISS // Manager Building Division L / I 4( By l�Y�J Date /02 �T White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant 11 S�- ' RESIDENTIAL ' t 036-310-073 PEaMIT#97,-1348 '�' DAVIS, Gil &.,Lynn. ' +� 2790 Pinecrest Rd., Oroville f 11 Cont:'Executive Homes MH on Perm Fnd THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: vqmmpww��� 2. STATEMENT OF FACTS (ONLY ON NEW MH'S) INSPECTOR MUST VERIFY SERIAL & LABEL #'S jW / 66 Z( V �l -7 `�-6SSc ' OFFICE COPY Address �i GAS—s ?7' Meter By Dat �'• ELECTRIC Meter By Date 4 JOB FINALED (D t — Signature �, - `v V=OK 0 = Not OK 1 Not * = Not Ready ica�e :. MOBILE HOMES Da HOME UTILITIES(Plans) OK except #'s 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing Hing Requirements - Setbacks - Easements �j 1 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Special MH Support Sketch 6. Carports; Windows -Doors S tion -Test Fall -C/O -Concrete 7. Electric ater•, location -Test -Easement Needed (Sketch) 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 5. EI 'city; Location-Clearances-Gmd-/ /Amp -Concrete 9. Siding; Nailing -Veneer -Stucco -Mesh Gas; Location -Wrap; / /Vft. n / /Nat. 1t./fir G %/// 10. Roof; Shthg-Roofing 7. Well Clearance & Disconnect 11. Ext.; Steps -Doors -Landings 8. Utility Clearance Dat Card B- ate Card B-1 Date Card B-1 , •_v Date Card B-1 Date MOBILE HOME INSTALLATION Plans OK except #'s Zonina Reauirements-Setbacks Easements footings; Size -Spacing -Marriage Line' Gas; MH Test -Demand Valve -Connector sctricitv: MH Test -Crossovers -Breaker. MH Test -Fall -Flex Connector./ MH Test -Regulator -Connector and Sewer Connected -C/O to Grade -HD '8. Gas and Electricity Tagged wns-Type-Installation Cert. 10... ' s; Insp.-Sketch -� 11..CertofOccupancy Da . f- and B-1 Date Card B-1 Dat and B-1 Card 13-1 j1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 'Date Card B-1 Date Card B-1 Date ` Card B-1 Date Card B-1 t 5. 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh l 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings { )Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s II 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining +� 4. Elec.; Receptacles and Lighting, Distance -GA S 5. Elec.; Pool Lighting; 15 Volts-GFI ` 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 'Date Card B-1 Date Card B-1 Date ` Card B-1 Date Card B-1 t 5. J=OK O=Not OK = Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except ft's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; 'Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel - Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. Water Htr.: Vent -Access -Combustion Air-Baffle --------------------------------------------------------------------- 17. --------------------------------------17. Water Pipe: Test & Anchor -Nail Protection -------------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection --------------------------------------------- --- - -- --- 19. Shower Pan: Test. First Floor -Tub Access ------------- ---------- - - - -- - -- -- - --- 20. Test Tub & Shower. Second Floor -Tub Access ------------------------------------------------------------ ----- -- 21. Gas Pipe: Size & Anchors -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ----------------------- ----------------------- Date ---- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except n's 22. Fixture & Transformer Clearance -Ins. Protection - ------------------------------ ------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors --------------------------------------------------------------------------- 24. Size Boxes & No. of Conductors-Stapled ------------------------------------------------------------- --- --- -- 25. Romex Installed Close to Edge of Studs & C.J. ----------------------------------------------------- ---- - ----- 26 Equip. Ground made up wrMech. Fastners-Bond Gas & Water --- - ---------------------------------------- --------- 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI ------------------------------------------------ --- --- -- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At - --------`------------------------------ -------- -- 29. Range Circ r ' ga. Cu or AI -Oven Circ. r / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----- --------------------------------------- ----. .. 30. Service -Riser Conductors & Ground -Main Discon............................ 31. Equip. Clearances Panels-Motors-Mech. Equip. ------------ ------ - - - - . - - - ----------------- ------ ....... ....... .. 32. Clothes Closet Light -Shower Light -Spa Light ----------- -- -- - .................. 33. Smoke Detector ----------------------------_- - -------------.. . ... ... ....... . Date Card B-1 Date Card B-1 -------- - -----. -----..._-------------- ------------------ ... ... ... ... ... . Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except rr's 34. A.C. Ducts Insulation & Support --------------------------- - - - --- --- -----..._.. _ ... ... ... . 35. Vent Fan: Exhaust above insulation ------ ------ ------- ---- ........ .. 36. Condensate Drain & Overflow. Size & Grade ------ -- - - -- -- ------- ----... -... ....-.... ... .. - 37. Furnance-Vent: Access -Comb' Air -Return Air Vent -115 outlet - . - ----- .... ....... ... ... --. --- -.. 38 Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except tr's 39. S Is. Proper Material & Anchors 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ...... ... .. ---- ----- ..... ... .... . 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) .....- -- ------- --- .. _._ ..-. .._ . .... 43. Fire Stops. Furred Ceilings -Stags -Chases -Tub 44. Headers & Beam -Size & Bearing ►ingfe-& Duplex) ate FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors -------------------- ----- 46. Cing. Joist-Rftr. ties- Purlin-root Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions -------------------------- - 50. Garage Fire Protection Framing -------------- 51.- ------------51. Property Line Firewall & Openings 52. Ext. Doors -One 3 -Check Garage -3rd Story, 2 Exits ---- ------------------ --------------------- 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54, plywood on Roof Overhang -Attic Vents -Rafter Outriggers ----------------- 55. -------- 55. Siding -Nailing Veneer --------------- -------------------------- ------ 56. -Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ------------------- -- 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: -Nailing -Bolts 59. -Insulation -Walls -Ceilings -------------------------- 60. Infiltration -Walls -Windows ---------------------------------------------- - Date Card B-1 Date Card B-1 -- -------------------------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except a's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ------------------------------ 64. Bedroom Exiting 65 G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels -- ------ -- ------------------ 67. Stags & Rails .. --- - - - ----------------------------------- 68. Fireplace or Stove: Clearances -Hearth ---.._..------------------------------- -- 69 Elec. Outlets at Wood Panel: Int. & Ext. - - ------------------ 70. ----------------70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance - - - - - ----------------------------------- -- 71 Elec. Outlets & Receptacles at Kit. Counter - - - - - - - - - -- - - - --- ----- -- - -- --------------- ---------- 72. Garage Fire Door: Swing -Landing -Closer ----------------------------- ---- -- - 73. A.C. Duct in Garage -Damper ........----------------------- - ------- ----- --- 74. Wtr. Hir.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection - ----------------------------------------- ----- 75. Plb.. Elec. & Mech. Equip. Listed for Location --- ------------------------------------------- - 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection .. ...-------- -------------------------------------------- 7, Insulation -Foam -Looked in Attic ❑ Yes - -------------------------------------- 78. Guard Rails & Deck Construction -Post Caps . ... _ _...-------------------------------------------------- 79 Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes .. ... ... ... ..---. ---------------------- -- 80. Followinginstld� Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No -------------------------------------------- 81. Stucco: Brown -Finish .- - - - - - -- - - - ---- -- -------------. ------------------ 82 A C Unit: Disconnect. Electrical. Plumbing ... ... ... .. ------ --------------------------- -- ----- 83. Vents Above Roof. Plbg.-Appliance-Fireplace.-Clearance to Openings _ .. - - - - --- ------------------------------ 84 Water Well: Disconnect. Electrical. Plumbing -------------------- -- ------------- 85 Exterior Elec Trim: G.F.I. Receptacle -Underground ------ ------------------------------ 86 Ventilation Throughout House .. .------------------------- I ---------- 87 Glass Protection - - - --------------------- 88 Corrections from Previous Inspections ----------- --------------------------- 89 Gas Test -Meters Tagged: Gas -Electric ---- ------------------------------------- 90 Water & Sewer Connected-CrO to Grade -HD Approval .._.--- - - ---------------------------- 91 Energy Compliance Certificate -Other Certificates - -- -- -- - -------------------- Date Card B-1 Date Card B-1 ------------------------------ --------- Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Comments at Final: Aja ° COUNTY OF BUTTE- DEPARTMENT OE DEVE�bPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541�N9• (Rev.12/96) APPLICATION AND PERMIT ,9�J� ASSESSOR PARCEL NUMBER •• 036-310-073 ZONI G BUILDING PERMIT OWNER GIL & LYNN DAVIS 510 TELEPHONE 443-7718 SO, FT, OCC. BUILDING VALUATION 2122 R 114,588.00 OWNERS MAILING ADDRESS ^ ` J`�515c),745 HAYES CT `V2r re (.dill CONTRACTOR'S NAME I EXECUTIVE HOMES I TELEPHONE ' 891-6992 CONTRACTOR'S MAILING ADDRESS 3042 ESPLANADE CHICO CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS ' Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 346.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS 2790 PINECREST RD Energy Plan Checking Fee $ OROVILLE $ PERMIT FEE $ 389.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome CX Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation IA Other ❑ Describe Work: _MON 12ERM FOUNDATION Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S I G I W @20.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoonoa:S 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is iR full force and effect.(f .+� y wf �- / License Class Lic. No. OWNER -BUILDER D ARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA TO t000A 46.00 NEW CONST. DWELLING OCC OR ADDNS. ( a ACC. BLD..UP. SO 3.50FT: NEW CONST. MULTI -OUTLET NON RESID. ANC D @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES Q .SOURES 2L a I.00 Ex. Occup. ouTlETS .=.0EX 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensatioq Ins rance carrier and policy number are: Carrier ��( � �, �►cx MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number" ��„ slit{ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor C de, I shall fo ith c mply w' those provisions. Date otL ! 7 Si tura oLXppIkaAt - ❑ Owner Vtontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 497 00 FE MP OOD CDF PARC pp D ISSU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date / Date rReceiptNo. 222483 3L WHITE-D.D.S.-B.D. CANARY -ASSESSOR K -INSPECTOR GOLDENROD -APPLICANT E.H. U_ SBO1�Y Plot Phm Attached Floor No Attached Scotto B. /J TO: • Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Gi c- 4L YNM ✓ ��! /s l N� �i Owner Location• Plan Approved for: Sewage Disposal Water Supply: Public Clearance for bedroom ier Holdfor: Final ce Environmental Health 2/07 2/0-072 APAP Private Well y FA ,i��." 1°,r'A�'Y''.`_•s,�T' 7"'*'tly`+'F:t�"'*�'"�Yw.�i+t.'�:,�J1�ijt1�•�v�iF,jr{.�i7' yf,..utiryM.d?C ; f•N'���»s'y +�; ,.1��"`Y�%r%.��vL ,f�,'4.�u`'a�G'tIN•o ^a?�•Y�-� ,��);' i`,�:' CO,IINTY OF BUTTE DEPARTMENT OF, ��OPMENT SERVICES - BUILDING DIVISION _. 7 CO N"1'BR DRIVE - OROVILLE; CALIFORNIA 95965 - TELEPHONE (916) 538-7541 �} r PERMIT APPLICATION DATA SHEET OWNER:-,� t S �. ASSESSOR PARW'submift ER: c3 V! I Proposed Building Use: Building Inspector: ate: At time of permit application, I was ad ise the following data musted prior to pernWproces4inj nd/or issuance: Date Received By ❑ 1. All items have been submitted .--------------------------------------------------------------------------------- -- E12. Plot plans, 3/4 sets, signed by the preparer of plans. -------------------- ----------------------------=--=------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------- ; --------------------------------_----- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ----'--- ❑ 5. Engineered truss details and layout ieduplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7, Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ anufactured Home data and installation instructions including Tie Down Specifications ------------------- r of$------------------------------------------------------------------------------------ --? pact fees as shLownn thee schedule. ----- ----------- F---- ---------------------------------- C lifornia Department of Forestry plan approva ees -- ---[�---------------------------------- ❑ 1ZanItation lood elevation certificate. -------------- - ---------------------------------------------------------------------- and plot plan approval Health Department. ------------------------------------------- b ,City of Chico plumbing permit. ----------------------------------------------------------------------------------- • ❑ 16. Plot plan and business license approval from the City of Biggs. ----! ------------------------------------------ El 17. Planning approval for (A) Use: (B) Parking: -------------------------- *20. ontact Land Development about F-1 Improvements, ❑ Drainage, ❑ Legal Parcel* -n ------------- ---- +:ncroachment Permit for driveway (construction approval prior to occupancy). --- ------------------ e -inspection for required Request to Building Inspector on (Date) ` ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------- El 22. Workers' Compensation carrier and policy number. -=--------------------------------------------- ----------- ❑23.Owner-Budder Verification (Given to owner ❑, Mailed to owner E) - --------------------------------- ---- Letter of signature authorization.-------------------------------------------------------------------------------- > Recorded copy of Agricultural Acknowledgment Statement. -------------------------:-- ------------------- 6. Letter of intent on building use. ---------------------------------------------------------------=------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ❑ 3 0. Other:------- 2elephone you issue the permit, process as follows ❑' Mail to owner, ❑Mail.to o actor. Q n -1 �Q (� and hold for pickup at office. Deliver with inspector. Applicant: �'— Date: (lwl�17 Copy of -Mat form sent o Health Department, ❑ Fire Department, ❑ Air ' ollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items num J red: 9'-ZA4:5, —0 Plan Check List 2. A ' 'onal items required: ntr, or, designer, owner, was advi of a ab ed data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Cbn1factor, designer, owner, was advised of the above required data by ❑ phonqgoii] ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phgpe,�=[,!mail, ❑ Building , ivision counter, by Date: Contractor, designer, owner, was advised of the above req ' data by 13 phone, ❑ mail, ❑ Building ivision counter, by Dt Plans reviewed by: Date: Plans approved by: Date: i Sets of plans on hold in ❑ Plan Cabinet, A.P. folder. Note transfer by: Date: Y w Copy - Department of Development Services, Building Division. ;•�.r��ww'.y�•r+r�iy�+fit rt �IW^!T"s'W53WY^a �%"�.�'�1"`+`n3rry"�-",16-+ Vr�.`•*>•w:iywn'rs�.s•�`7•T7y�.i4��►+N •st '"�F�4�`�P,4�"�C^.Ln""t:'1'+ �i'�y.•-�..fl+;!q.{.. r.,v «„t: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER :Dal)'(s F PROPOSED BUILDING USE wi� BUILDING PERMIT FEES -- Balance Due ................ $ . -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ K2SCHOOL DISTRICT FEES . S v I I \ (paid at District Office) - 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units r Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. +,4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) �A FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # Q DATE REC # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the. building permit. These fees may be changed during the plan checking process. APPLICANT ° .... —�_- DATE 11. . Original -Owner Copy -Building Div (Rev. 12/96) 147 7 r BUTTE COUNTY SCHOOLS IMPACT !FEE CERTIFICATION FORM (One form per Building) School District, t W �') r Building Department No. A.P. Number ' -© 7 '�> Jurisdiction: City �ounty Property Owner Property Location/Address Subdivision. Lot No. Residential Developmentx E�r ? Sq. Footage C9 ldc No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial Sq. Footage New Addition (Including Exterie Building Department Representative (Floor Plans reviewed by School District Personnel) rict`Identificatio No, 98001 0 oV (11 i2�_ III A4,l b� School District certifies that i. (Street A ress) (City) i ha complied with the requirements of Resolution No: r resenting a Q�i� square feet. School District Repre a tative Paid by Check # - Remarks: Roo ed Areas) Dat (Appl (Phone Number) (State) (Zip Code)4-9 96 by payment of S� J� 7 T UUL MITIGATION $ \ .... II WO Date 9 Notice: You may protest'the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section166020(a), within 90 days.from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE - SINGLE, DO-UBLE, OR TRIPLE SECTIONS d ❑ ❑ ❑ ❑ ❑ ❑ , ❑ ❑ 01 I SECTION�sPACING� ' ' VARIES -�------------�--tSEE *ABLE}--C_-�j I ' SECTION wR,o+AV R �+ ' , ❑ ' ❑ ❑ ' ❑ ❑' ❑ ❑ 01 1'r- rY�-' ., 1 TIONC. ;> i❑❑ ❑ ❑' ❑ d 01 ■ MAIN BEAM FOOTINGS O PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PERIMETER FOOTING CONFIGURATION AND SPACING y MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) FOOTING CONFIGURATIONS n vDbl. Pad Footing 16" x 16" 8" x 16" x, Concrete Concrete 2 x 12'x24" a n E .8 c inn 8• 1 10" 12" wood Pad,- aL 6' 6' 6• r° Pad Pad N 8' 10' 17 8' /0' 17 2000 8• 10' 17 8' 10' 17 8' 10' 17 20 1000 SINGLE DOUBLE fr SINGLE g -per -- 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 30 8•-0- 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS v_ n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) �i 8" 10" 12' 8" 10- 12" vDbl. Pad Footing Triple Pad Footing Two Dbl Pad Fing. a Main Beam Size Main Beam Size Maln Beam Size inn 8• 1 10" 12" 8• 10" IT 8- 10- 12- 1000 6' 6' 6• 8' T 9' 8' lo' 17 1500 8' 8' 9' 8' 10' 17 8' /0' 17 2000 8• 10' 17 8' 10' 17 8' 10' 17 3000 8' 10' 17 8' 10' 12' 8' 111' 17 4000 -- 8' 10' 17 I B' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS v_ n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sill. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Maln Beam Size Main Beam Size �i 8" 10" 12' 8" 10- 12" 8" 10' 12- 1000 6' 6' 6' 8' 10' 17 81 1500 8' W 8' 8' 10' 17 8' 10' 17 2000 8' 10' 12' 8' 10' 12' 8' 10' 17 3000 8' 10 17 8' 10' 17 8' 10' 17 4000 55° 8' 10' 17 81 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS 8 m MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing ITdp1e Pad Footing WIND ZONE Main Beam Slze Main Beam Size I Main Beam Size r9i 8" 1o' 12" 8" to- 12" 8" 1o" 5- 11000 6' 1 6- 1 8' 10' 17 8' 1500 8' 9'•6" 8' "" 8' 10' 17 8' 10' 17 2000 8' 10' 12' 8' 10' 17 8' 10' 12' 3000I 10' 17 8' 10' 17 8' 10' 17 4000 8' 10' 17 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottommain beam (inches) WIND ZONE Diagonal Strap Angle ' " 'I� Min. Max. 8" to 18" 12'-0" 5'-6" 4'-6" 440 470 19" to 36" 9'-0" 5'-6" 4'-6" 40° 530 37" to 48" 8'-0" 5'-6"4'-6- 49° 55° 49" to 80" 5'-6" 4'-0" 3'-3" 56° 660 24 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS P a 10 ❑ 1 ❑ 1 O ❑ 1 ❑ ❑ 01 SECTION svAC VARIESES TABLE ' r WILLIFIRI11'H-I—V +--t--+--}--+--t--F--t--� SECTION •B• ❑ ' ❑ ❑ ' ❑ ❑' ❑ ❑ 01 TION ■ MAIN BEAM FOOTINGS 'C• I PERIMETER FOOTINGS i❑❑ ❑ ❑' ❑ d of PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PERIMETER FOOTING CONFIGURATION AND SPACING B y MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) FOOTING CONFIGURATIONS Main Beam Size m a D n ire g c 16" x 16" 8" % 16" a Main Beam Size Concrete Concrete 2 x 12 x 24" LL 8• 10• 1 12• r° Padcc Pad wood Pad 6'16'6' 8' 9• 9' 8' 10• 1500 r rn 20 100o SINGLE DOUBLE SINGLE 6'-0' W 1000 DOUBLE TRIPLE DOUBLE 4000 1500 SINGLE DOUBLE SINGLE 20 8'-0• 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-0- 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE B'-0" 2000 to 4000 SINGLE DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psi maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS L U MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) _ n Main Beam Size Main Beam Size vDbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. a Main Beam Size Main Beam Size Main Beam Size i°n 8• 10• 1 12• 8- 10• 12- 8- 10• 12- 1000 6'16'6' 8' 9• 9' 8' 10• 1500 r 6' 10' 17 6' 10 2000 8' 8•10' 1r 8' 10• d12 3000 W 8' 10' 17 6' 10' 4000 4000 a to tr a 10' PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS 8 m MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad F; 97 _ n Main Beam Size Main Beam Size Main Beam Size Main Beam Size 8- 10• 12• 8• 10• 12• 8• 10• 1 12- 1000 6' 6' 6' 8• 10' 1Z B' 1500 6' r 9' 8' 10' 17 8' 10' 17 2000 8' 10• 17 8' 10' 17 8' 10' 1r 3000 8' 10' 17 8' 10' 17 6' 10' 17 4000 4000 8' I. 17 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS 1° MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing a Main Beam Size Main Beam Size Main Beam Size 9 8• 10• 12' 8" 10• 12• 8• 10• 12" ;1000 6'8' 10' 17 8' 1500 6' 9'-6" 9'.6" 6' 10' 17 6' 10' 17 2000 8' to' 12' 8• 10' 17 e' 10' 17 3000 8' 10' 17 8' 10' 17 8' 10' 17 4000 - -- - 8' 10' 17 8' 10' 1Z PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottommain beam (inches) WIND ZONE Diagonal Strap Angle ' 'I I�� Min. Max. 8" to 18" 12'-0" 5'-6" 4'-6" 440 470 19" to 36" 9'-0" 5'-6" 4'-6" 40° 530 37" to 48" 8'-0" 5'-6" 4'-6" 490 550 49" to 80" 5'-6" 4'-0" 3'-3" 56° 660 24 13 �� X03 6 -- ,�/o � � �3 ��`�'" I _j�-�s' I�D is -I AF'Xl,' 7—lAo'C. 41 0o 414 4- 3 E CXZ-s 7- 4 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE salding Permit No. 'r-13 OWNERS A.P. NAME: / NUMBER: MNT LAST NAME FMT COUNTY ZONING �� v DESIGNATION: �I2I�/t � FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL' C VLE-r 0C�E� PARCEL CREATION BY DEEDS OR MAP IqQ-eA DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: 0-0Q- rZEU V') ae-lo (140 C -4A -12C -G7) MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: I A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from —5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 7. Connect to a public water supply. —8. Connect to a public sewer system. r —9. Automatic fire suppression sprinkler systems shall be installed in all. residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with: hydrants that meet Fire Department specifications, serves the parcel. I . e ,- _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. psynxw to be ands to dw Phwnkig DAmWw. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. 21. 22. 23 24. 25. N 31M8 i0,a 0100 Lm z 0 Jnr a3ni3�3a LD 9195 - CAWPS I TORMS. K\BLDGPERM.CLR 1. Owner's Name: C, 2. Assessor's Parcel Number: �D 3 — 31 p — O -13 3. Installer's Name: le-1��"� .� 1't � c 5 4. Is the site currently under permit? Yes[ 1 No[N Permit No. 5. Is the site an existing site? Yes[ 1 NoNj (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? 1�0 Amperes. 7. What is the mobilehome site circuit breaker rating? 2°�3 Amperes. 8. What is the electrical rating of the mobilehome site? ZOO Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[X] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes['�-q No[ 1 If yes, please identify the load and size: a) The mobile home site: Load- W Ey` Amperes- 3 `� b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propane[i- 1 None[ 1 12. Size of gas pipe at the mobilehome site from the meter or tank:_inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? ZL(ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERNUT APPLICATION May 1995 8.5 •3 } M.H.I.- 2 Mobilehome Manufacturer: Manufacture Year: If other than �jngle wide, furnish etjip Model Number: '1 bb 3 Width: b (ft.) Length: bb eft.) Tagalong or Expando Size ---'D- (ft.) x -a- (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[x] Other: SUPPORTS: Concrete block[x] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE Line 1 Line 2 ............................................................. Main Beams Line 2 Line 1 Main Beams e S •.-.•-..-..•.•.Tag or Triple .••..•.. ine4 ine 1 Line 1 Piers: Z4 Yzo 3bx �o �) V 30 Size minimum: r IZ 1 xP-11. Spacing maximum: I Ao ` o ` From ends -maximum: 1 o Line 2 Piers: Size minimum: [ IZ- ] x Spacing maximum: b ` 0 ` From ends -maximum: ` ID ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): MULTI -WIDE Line 1 Line 2 ...................... ine 2 Line 3 Line 2 Line 2 Line 1 Line 1 Openings Size minimum: Each side of openings with width over: Line 4 Piers: Size minimum: [ 17-1 x Spacing maximum: 0 ` From ends -maximum: 0 ` 2`1 w"S0 24 x30 Z4 x30 Z4 Yzo 3bx �o �) V 30 Cr e'' 1 Z o" 1-3q, 10 38 %61 5- -el to -l' 0 OVER 1 �-1 CDF FIRE SAFE REQUIREMENTS 97 -(34b _2 g 1s AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. K 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app -.,rte -cant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [11 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. ] 2. The length of vertical. -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. j(] 1270.10 Width. All driveways shall provide a minimum 10 foot II�v traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1. of 3 BV 1 I E000N i SWILDING' DEPARTMENT f� AP # PERMIT # NAME �(] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but \ less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [� 2.' The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. 1. All parcels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �,r fi:ial inspection of a building permit. a Page 2 of 3 36 AP # PERMIT # NAME Other Requirements [,] If Building Setback is 15 to 30 Feet: Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials /�-j-17 Date Page 3 of 3 gnature ,o�,P 036— 3/0-0>3 6 1L c. 4 .c yti,v D R v s ?n 9�0 P,,-,%*-& c4zes7r- F -n. REVSti\---4 QED BY BUTTE C�\,�1�RORESTRY E DEPT. CALIF. DEPT. pm [] approved as si ��, Witted [` approved with coh�;�ions per attaached sh t�' Signature 1 STRUCTURES AND EQUIPMENT INCLUDING \ �` VERHANQS SHALL BE CLEAR OF ALL EASEI'AENTS. .\ SETBACK OF' 30 FT. FROM THE SIDE AND � 3v Ff. FRONT THE REAR PROPERTY LINES AND \ ja FT. FROM THE ROAD CENTERLINE SHALL BE The attached Fire Safe LEAR OF STRUCTURES AND EOUIPMENT EXCEPT as sprecified must ro veml :)R A 2 FT. EAVE OVERHANG. by C.D.F. and aPPapprove(, oqV ---_.-_ /01VE 09- sT -BUM COUP �r And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 'JUL 2 4 149, i AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to ' herbicides, pesticides, and fertilizers, and from the pursuit of agricultural operations including, but not limited to cultivation. . plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the Count} of Butte, State of California, described as follows: Date: PROPERTY OWNERS: 17AV% S State of California ) County of A t( --t 3 ) On 4 6$ before me, personally appeared `7�r��/�✓n� ���(/<5ree+�a► knawa o -me (or proved too a on the basis of satisfactory evidence) to be the. person(Ar),,'ivhose name(4-is/p+'e subscribed to the within instrument and acknowledged to me that he/chem;=executed the same in his/he4sheir authorized capacity(W9), and that by his/1igx1N1eir signatureo on the instrument, the personW or the entity upon behalf of which the person() acted, executed the instrua t. WITNESS my hand d official seal. ALFRED POLLARD ' COMM. *1036555 m • NOTARY PUBLIC • CALSORNIA ALAMEDA COUNTY N Signature Seal: My Comm P:phu Au& 21, 19" WWI A.P.#/ 3alropertys;situate in � the ped as' follows : Being a''portion: of,' Sectio M., and more particularly • r ;t x , ,•of Bu , tte,�State'of n 34, Township 19 North, Range 4 East, M.D.B. & described as follows: Commencing at a point on the West line of said Section 34; which point bears North 00 36' 0011 East, 1,003.40 feet from the Southwest corner of said Section; thence North 890 25' 301, East, along the Northerly boundary of Subdivision No. 2 of the P. C. Drescher Tract, according to the Official Map thereof, filed in the office of the Recorder of the County of Butte, State of California on May 3, 1889 in Map Book "1" page 23; 1,405.65 feet to the true point of beginning for the parcel herein described; thence from said true point of beginning, North 00 11' 001, East, 778.46 feet to the centerline of a 60.00 road easement; thence along said centerline, North 890 25' 30" East, 281.13 feet; thence leaving said centerline, South 00 11' 00" West, 778.46 feet to the Northerly boundary of said Subdivision No. 2 of the P. C. Drescher Tract; thence South 890 25' 30" West along the Northerly boundary of said Subdivision, 281.13 feet to the,point of beginning.. AP No. 036-310-073 PARCEL II: A non-exclusive easement for roadpu over a strip of land 60.00 feet inwidth-, lying oses and p30.00 feetubliclty on epu achoside of a line beginning at a point on the West line of said Section 34, which Point bears North 00 36' 00', East, 1,781.86 feet from the Southwest corner of said Section; thence from said point of beginning, North 890 25' 301, East, 710.00 feet to point "All; thence continuing North 890 25' 30" East, 976.78., feet;. thence North 880 20' 0411 East, 525.34 feet; thence South 400 24' 52" East, 94.27 feet; thence along the arc of a 130.00 foot radius curve to the right, whose tangent at this point bears North 490 35' 08" East, through a central angle of 310 05' 09" an arc distance of 70.53 feet; thence North 800 40' 17" East, 204.70 feet to the beginning of a 200.00 foot radius curve to the left; thence along the arc of said curve, through a central angle of 830 35' 50" an arc distance of 291.81 feet; thence North 20 55' 3311 West 312.79 feet to the center of Lower Wyandotte Road. PARCEL III: A non-exclusive easement for road u' over a strip of land 60.00 feet inpwi.dth, lyingoses and public 30.00 feetoneach of a line beginning at above mentioned point "A", as set forth in Parcel II, hereinaboved described; thence from said point of beginning, North 00 07' 0011 East 910.00 feet; thence North 270 41' 00" West, 270.00 feet to point 11B,,; thence continuing North 270 41' 00" West, 240.00 feet; thence South 790 39' 00" West, 240.00 feet; thence South 700 49' 00" West, 250.00 feet; thence South 890 25' 30" West, 454.00 feet; thence South 850 rye A non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of a line beginning at above mentioned point "B", as set forth in Parcel III, hereinabove described; thence from said point of beginning, North 620 -061 00" East 540.04 feet; thence North 750 02' 59" East, 220.26 feet; thence North 480 59' 00" East, 457.98 feet to the centerline of Lower Wyandotte Road. Exec JOB FINALED (Date — Signature .J 0 i TNF I ' RESIDENTIAL 6-3PERMIT#96-2048 Fon Guilfordi,/Pinecrest, Oroville `—Cont: Ben Sparks New Pri Det Garage_, f 1i -7 4 /113, 4'19 6tie- v� `• o b 5 � �`e. lc.�-f� G • 7�1r ' v 1 ti i { JOB FINALED (Date — Signature .J V=OK O = Not OK '=Not t able NoReady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4.. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-TesFWrap; / /"L'ft. / /Nat. or/ /'L°ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Nailing -Veneer -Stucco -Mesh LUYIRoSf• hthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements- Setbacks Easements Date .2 2. Footings; Size -Spacing -Marriage Line Date'POOLS 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewe: Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEC , COVE . S, CARPORTS, GARAGES lans OK except #'s /)/Z'.90Requirements-Setbacks-Easements e d-Aootings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Ca s; Windows -Doors ecV�'c� rTg-1,8ils-AnchorsStuds-Rftrs-Trusses Nailing -Veneer -Stucco -Mesh LUYIRoSf• hthg-Roofing t.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date .2 Card B-1 Date Card B-1 Date'POOLS (Plans) O pt #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ N Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ /' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Ranr,e Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing RESIDENTIAL (Single & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT�D �_�o �8 7"___ ASSESSOR PARCEL NUMBER 36-31-74 ZONING BUILDING PERMIT OWNER GUILFORD NNA DAVIS TELEPHONE SQ. FT. OCC. BUILDING VALUA N � 2. 00 OWNERS MAILING ADDRESS LIVERMORE,745 HAYES CT CONTRACTOR'S NAME $ TELEPHONE L CONTRACTORS MAILING ADDRESS PO BOX 789 OROYTI.I-E., 9596 Fireplace CONSTRUCTION LENDER UNI(NOWN Total Valuation Is 15,552 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 111.15 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 9980 PINTECREST PERMITFEE $ 302.15 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ; Other DETACHED GARAGE SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 ; TYPE OF WORK New ❑X Addition ❑ Remodel ❑ JAlities ❑ Installation ❑ Other ❑ Describe Work: 24 n �' DETACHED GARAGE Mobile Home S G W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service a OV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and ffect. �� License Class 9 Lic. No. OWN R -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. & ACC. BLDS. ( ) . 30 SO' O24 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER SINGLE APPARATUSOUTLET S ) & Ex. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL .SO Ex. Occup. ( FIXED APPLNS. (RES D.OEA ) 5.00 ' Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 50.24 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. t( I have and will maintain workers' compensation insurance, as required by Section 1' 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating ; Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor I Policy Number ! 2 (The above sections need not b completed be if the permit is for work of a valuation of one hundred dollars ($100) or less.)I ❑ 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 workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pro 'ions. -� 1,6 -- X _ _ Date Signatur Applicant - ❑ OwOr ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Ener Inspection Fee Is CONSTE TOTAL FEE $ 352.39 HAZ. I D. EES I IMP FLOOD DF ppRCFy pp HD s i This permit is hereby issued under the in the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON 7�V71(16ate) applicable provisions Resolutions to do work been paid. ' Q M Date / b Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT VWIML Ith K , H.H. USE ONLY r Plat Pho AMxW Set is B.D. (0 -7 Location APAP Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for e. Other / (0 Hold final for: Final clearance O.K. for: NOTE: 21b ) i �- n -%Os Environmental Health Specialist Date 4/07 't.P'w'xri4ofid"r'1,-�,,' '" _ , ,_.�-'f`�� z � ..,:..e�..-:am'F;e`s t'+'► �,;rY?�s.r°s..-..�w'"�'r"7"�.y""'�'..r".`;`w".,�..".«_-:' _ '4 i 177 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION, ' OWNER 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 l PERMIT APPLICATION DATA SHEET � CA r 6� Proposed Building Use e Building Inspector A. P. No. -36- 37- % '7 a 2�Date " 5WI, i At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY �. 1. All items have been submitted . ...................................... . 2. Plot plans, 3/4 sets, signed by.preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 5. Hazardous Material Form . .............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8: Engineered,truss details and layout in duplicate (required prior to plan check). .... 9. Plobilehome data and manufacturers installation instructions 2 sets. I' t4 Fees of $ ............... ....... ......... i r Impact fees as shown on attached schedule. .. :... ......... 'N 12. California Department of Forestry plan approval/ ees. .. ...... ......... 3 Flood elevation letter (100 year flood by aliforn (neer.................... i 4. Sanitation and plot plan approval d�� V 'e- Health Department. 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. • 17. Planning approval for (A) Use: (B) Parking: ........ 18. Contact Land Development.about (A) Improvements (B) Drainage. ........... r . ! 19. Driveway permit (construction approval required prior to occupancy). .. ! 20. Pre -Inspection for regUlred. Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans CompensatiorlInsurance. .......................... I 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. ........................................ I 26:- Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use ................................. 28. Mobilehome utility clearance..................................14....:. . 29. Documentation of legal access . ..................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed I and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ...................................... 7i 32.' Plan check list . ....................................................... 33. :................:.. ,- 33. Wh�e ou issue th g mit, ro ess as follows: M Ito own`�r. Mail to contractor. j �/ Telepho2 �' 1gY and hold for pickup at r D U' office. Deliver with inspector. Other Parcel Creation O� Acreage Applica Date Copy of Haz-Mat form.sent Health Dept. Fire Dept. Air Pollution Date i. Copy of -plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). ` 1. Index permit for above items No. I 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Cr by _ Date ount Plans checked by Date Plans approved by -Date9w Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 1a COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER (C < l J n �-�� �a i S A.P. PROPOSED BUILDING USE a. 1-.., DATE c/- 57 - �l � REC. # DATE REC 1. SCHOOL DISTRICT FEES (paid at District Office) 2. SHERIFF FEES (paid at Building Division) Residential...... x =$ unit amt. Commercial (sq. ft. ). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq. ft. ).. x = $_ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) g06- . SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER Ao 517,-' At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit.' APPLICANT ---� �/-- 7"��� DATE 1 CDF-FIRE SAFE REQUIREMENTS L_F-o �U, ��a-✓,s AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [u] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ - 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [� 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius T7] .1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�} 2. The length of vertical.curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. l`f] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. ,( [l`] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of . 3- a., 6�t L FOa4l AP # PERMIT # NAME [K] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�I.] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. t 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel 5 modification shall be completed prior to completion of road construction )r f.4_-ial inspection of a building permit. Page 2 of 3 0 v 36-3r_7g6-zoL(6 AP # PERMIT # Other Reczuirements [ ] if Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves u t Lr-oRo 1%r9�/tS r G - NAME [ ] if Building Setback is Less Than 15 Feet Choose any 3 of the following: Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed i0t of wall area toward property line with insufficient setback 'Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 0 Av v & "1') 3 ,ove C009 10,4ed OP \40 Uo ALL STRUCTURES AND EQUIPMENT INCLUDWiG OVERHANGS SHALL BE CLEAR OF ALL EASEMENTh. A SET BACK OF _I FT. FROLi THE SIDE At" 0 3,0 FT. MOIM THE REAR PROPERTY LIMES Xi'Ji; --TF r -7t - FROM THE ROAD �5—LEAR-(-A-1 FOrP., A 2 FT. ENWE tc Itt 'i �; ZO 'd Ob 10£68916 'ON Xdd N38WAI M0113ADNOI SZ: L NOW 96-6 -dNS co CV N Z 0 i Co m I rn I t1. LT.] En JOE±: IWAREO--1- / r 1 . Y TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS. TMSS DUNG. PREPARED FROM COMPUTER INPUT ROADS 6 DIMENSIONS) SUBMITTED 8Y -TRUSS 41FR. TOP CHORD TO RE BRACED BY PROPERLY ATTACHED PURLINS @24.00` CC.> CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE Fn REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. D a 10 PSF BOTTOM CHORD LIVE LOAD CHECKED PER UBC CRITERIA. ^1 • v A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72,00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - IL.t 4m O C71 N O T 4X4 in v4 I.SX4 f.5X4 <n v 3X4 (ASI x'J-15 3X4 (A 1) 2.5X4 x 4 1..2• 12-0-0 12-0-0 L 2A' OVER 2 SUPPORTS R=848# W-3"8 R=8480 WQ3°8 )LT- TYP - AI PTM;f nccrrAf rnTT ttnr• d O O O O d ATRUSS O C_J O L� L7 n A **IMPORTANT* Erq ItEERlp PNODUCts, INC.RUSSE9 wtLl fqT BE RESPdIS1BLF F(Iq ANY IHESE On ANY FAILUtEAy 010fBUILDNIRE ISRUS9IHCOIFOPAIAfdEFI IN1os100B ol. ALPINE CONIECTORS APE HADe Of 20GA OALV. SIM IEEfIM ASIN A4A6 OR B EXCEPT AS NOTED. APPLY COIAECIOAS 10 EACH FACE Of IRU59 AND IANE9S DIHFRNISP IOCAIED ON INI9 DE5f6N, POsItTON f70, 150 C t60A•F. OESLGN SIAIDArgs CdII at' N/IS ORANBIE moYIES TO TH IR19 6 IPI AN ICTED[11OINEEA'SHERE SEAL LY. THIS SHALLf11 APL 1101 PLIES IES TO THE C rN AIN nQ.rR Wa(1 HERE IN.DTIPI A'°�, A11Y991T REOUIRE "IRESE CARE WARNING IH NANOLIfq. ERECTTON AND FORONS. CADOIt10tE1LISPFCIAL 9-91 IV iPERIIANEHTill. SEE TBRALIfIHIS CION ►E<TC OUIREIEN75. UNLESS DTHERAIM INDTCAICO, loPCDL CHORD SHALL DE LAIEPAI.LY BRACED NITN PROPER LY AIIACHEV PLINDOO SIEATHIIO. BOTTOM CHORD NIIN PRDPE0.1 AITACIReD RiG1D CFlltfq -- SEE ALPINE 1APPLICAL UPDATE fl/1/911 FOR PRDPFI ORIf1ALl APPLICATION. fun+I SH ACOPY OF 1N19 COTRACTOR. r v—— F s$/ Di'P I" :pCOe3845 * u1�i)s) lL'fY� * tt �% �1Q��\ nOV 1/. 1C TC LL 16.0 PSF DL 10.0 PSF 5 .O PSF C LL O.O PSF raT . Lo. 31.0 PSF JLd ALC V UVV AEF R427--63012 DATE 09/17/93 ORW CA115R427 93260520 CA -ENG M.0FLPDPAANN:S LLb06 III OUR. FAC. 1.25 �JI SLR IE U/5^ItUlE.TtT��Na AtIOtml bCSIODES�CIf WITEIONTu(pR OODTCOU."I SPACING 24.0" Outrigger 2- Sd Is nP 4094. 6L0445 ,2x415 -TY11 VNOoo .SpRG�RS fo�1,1e�IL �-I�d� nyr. Floor Motetiol Floor Joist Wood Wedges For Leveling -*,-- 3-joks fYl ,?x4's -ffr. -e.dx241 P.r PAv 2-Zr)C12 x N4 Kf— PA75 r M14, 64 " 4ii mm l/l/;flll l M .:-111. 11/I �l Ill = — 1111` NI!? 1111 --TA207111 • �NElZ E O /l7 —._ _ R E FF3 R. _ T_0 , rl R�/lJu.>Ff3'G7u 1Z1EK5 2x4 go55 - wae, itll# -Io- 6`�l BUTTE COUNTY BUILDING DEPARTIME d APP QED 2 PACIFIC CONSULTING ENGINEERS 1020 11 Cmin Are. bite 1.2 i+cr>r b, Calif. 15321 hm: H6 -u2-13» Mfi5 ; ao-� 14-91 I Jols- 7/-'7-,3?- AL.-r. /--'73ZAl.r S 0p ror2 i p-rL. . • 09%09/9' Y, ' TUE 09:50 FAX 916 894 7647 BIDWELL TITLE 1 • R[COROINO RCOuciTRO cY ' WRaturn '1'itlu uuaranty Company1. ::.r �r.''1,us 1,11.1 :: (' I•y'i 1 l•%I.It, ANO 1MNIN PICOa0I0 MAIL To tia, y a r Coin Ir• , l l l.la 6" Nal, Guilford Davis , JUN 9 1219 PH191S ' i Aooataa 259 NorwiCh AVunuo - , a,..a 1Ltl':rlfrL 411tag 0 Ca. 9 035 'GClSi .f.,t L C0uKIT bccL;il.aL.1 J IEE Title Order No. Excrow No:L 4 2 7 =76 „a a tai arattra�la to SPACR AOOVE THIS LING ton RRCOROtR•3 ucc Nart r Doeumentaty tnnefer tut 1..%a%frQ....... C11nxr atU Ill�GtVu Q Computed on lull vales of properly eonwyed, or �X PA DR Aaoette Computed on lull voles IMM 1101111 and eneurnbranea Cat a nmalnlur wreon at UAW of Mlu .t.1t � J /I . .. .................. 11 nor daLntl wapat lrinAnne tad—ata, lan,. 3nbibibUai 3'oint Zenanep mob • wareaN T,ne eoler No. we FOR,,VALUE RECEIVED, JII,C,IIL•' CARR and MARTHA CARR, his wife GRANT—to GUILFORD F. DAVIS and LYNN At. DAVIS, leis wife as JOINT TENANTS all that real property Iltuote in the County of butte . State of Califomla, described as follows: UL'L•' ATTACGUL) Di:SC RI['':'IUl'I, L•'X11113IT "A" Dal cd Julio 3 1975 V t u Carr STATE Qh CALIFORNIA co nlyl,r Sallta Ulara qn J u Iu 19M. Wore me, the undrnlened, a Notary Pu •srN or uld Iilate, penenalty Immild— carr kn n In me to he the M how n Wt ?*d In the wllhln' Int u It . and A noA�lo , LhiL executed the . r: n'•'' MAIL TAX STAY— abi�"abu. o'"- Martlia art t FOR NOTARY SSAL OR STAMP EAURA TABOADq NOrART rVAllt; �.(,runrnA Y rxinCUA/ JN(Ck IN pq .Aly t"omml»ianVF,.t.�, ANi1 !MRA ( 197A I NTS AS DIR11060 A11OVc ri , LU' -?I lu--10 DIUWCLL 11ILC/ t-rlIL-U y C71d(J.3 NU. b'(2 HO The land referred to herein is described as follows: .I All that certain real property situate in the County of Butte, State of California, described as follows: I: ng a portion of Section 34, Township 19 North, Range 4 East, M.D.B. & ;and more particularly described`as follows: Cbtnmencing at a point on the West line of said Section 34; which point bears North 00 36, 0011 East, 1,003.40 feet from the Southwest corner of said Section; thence North 890 25' 30" East, along the Northerly boundary of Subdivision No. 2 of the P. C. Drescher Tract, according to the Official Map thereof, filed in the office of the Recorder of the County of Butte, State of California on May 3, 1889 in Map Book 111" page 23; 111405.65 feet to the true point of beginning for the parcel herein described; thence from said true point of beginning, North 00 11' 00" East, 778.46 feet to the centerline of a 60.00 road easement; thence along said centerline, North 890 25' 30" East, 281.1.3 feet; thence leaving said centerline, South 00 11' 00" West, 778.46 feet to the Northerly boundary of said Subdivision No. 2 of the P. C. Drescher Tract; thence South 890 25' 30" West along the Northerly boundary of said Subdivision, 281.13 feet to the point of beginning. AP No. 036-310-073 PARCEL II: Amin -exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of a line beginning at a point on the West line of said Section 34, which point bears North 00 36' 00" East, 1,781.86 feet from the Southwest corner of said Section; thence from said point of beginning, North 890 25113011 East, 710.00 feet to point "All; thence continuing North 890 25, 30" East, 976.78 feet; thence North 880 20' 04" East, 525.34 feet; thence South 400 24' 52" East, 94.27 feet; thence along the arc of a 130.00 foot radius curve to the right, whose tangent at this point bears North 490 351108" East, through a central angle of 310 05' 09" an arc distance of 70.53 feet; thence North 800 40' 17" East, 204.70 feet to the beginning of a 200.00 foot radius curve to the left; thence along the arc of said curve, through a central angle of 830 35' 50" an arc distance of 291.81 feet; thence North 20 55' 33" West 312.79 feet to the center of Lower Wyandotte Road. PARCEL III: Anon -exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of A line beginning at above mentioned point "A", as set forth in Parcel II, hereinaboved described; thence from said point of beginning, North 00 67' 0011 East 910.00 feet; thence North 270 41' 00" West, 270.00 feet to point "B"; thence continuing North 270 411 00" west, 240.00 feet; thence South 790 39' 00" West, 240.00 feet; thence South 700 49' 00" West,, 250!00 feet; thence South 890 25' 30" West, 454.00 feet; thence South 850 !A 07/18/97 10:47 B1LwcLL TITLE/CHICO 8918753 N0.572 P007 ,7 a !" Order No. 2-178101 251 15" West, 430.57 feet to the end of said easement. PARCEL IV: Ai non-exclusive easement for road purposes and public utility purposes over a strip of land 60.00 feet in width, lying 30.00 feet on each side of a line beginning at above mentioned point "Ell, as set forth in Parcel IIII, hereinabove described; thencelfrom said point of beginning, North 620 06' 00" East 540.04 feet; thende North 750 02' 59" East, 220.26 feet; thence North 480 59, 00" East, 457.98 feet to the centerline of Lower Wya�dotte Road. y I �tm Exec Comp S lAlh UP UALiruxivrA BUSINESS, TRANSPORTATION AND HOUSING AGENCY ,�ENTo DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT ; DIVSION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM n�'n DEE STATEMENT OF FACTS NEW UNITS PERMANENT FOUNDATION This unit is a: Mobilehome 0 Commercial Coach 0 Floating Home 0 Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) CAFI-V1r1A 020sSC_13 'f1Cr'e Cis F t_V19 600Z'05 SCO CA F L/ I r7 C 002-0 a 50.13 I/We, the undersigned, hereby state: DEALER REPORT OF SALE #. THE ABOVE DESCRIBED UNIT HAS BEEN PLACED ON AN APPROVED FOUNDATION SYSTEM IN ACCORDANCE_WITH,18551 OF THE HEALTH AND SAFTY CODE I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. r, Executed onq•q •Gq at ChIco . Ca�IT®v_��Q (Date) (City) (State) I (s) Printed name(s) auk J oh Tmmy St�a CU ki U(_�' r�m Soo cu--i0e, .. ` pmts Address - C>04 - &C-pIck (YA&t City0-1 1 C,o , State, HCD 476.6 (REV 9/91) } Ca\kfm-n\"O ' 114. 1i"X 1 ,7L, t - ey .12� Off. 1 � '� I t F' A ISIT TO:G 4EJ%� aB�� •iDD "'a uur V Jli'rA Ii17oun-"- c. Li000. 3101: 1 T i 9-&V 3e "4 . e • }'� � � � • ! li yed'1 - � AlI • �ar7r. I ,tot i A � oe• a' _�'' arr vcslc ji - t•,,re 9�r 1 - . o' srllta aR: � � � - lire "Jtb , tj �'r I i �, iG�l' 3 e 11.x•5' 6 3 Lr);� r _ d{`�/_ off. / i ►^. { B g -.@-s C\j El _ i CV OtIX• 6 11 / 6 vi xt Z RBOC. r B 1-. 32 L O i Z , ` _ / 7 dap(• 6 C 9+r Yt Q! (ice ��i i i 3 ! saro 1010 9C 1Sd' Z� (T �.• B i tea.• �('' 32 ham)~" / ,EMR. T ` .,, , �r.a •� .cat.':,; ' / ' 'S-.'u.�¢ 1N T •L�. 1 }pa -.,I i � Mla 3E.C.L. 1U.D.L 1 !` !• f r / / kill . yS�� PER I1.' f UEii k Q +,re ron 1 L.Ljp to i pGPb' � J200 / B 6-,t• 32 ZI'i E sp. 21 ? , T I 6000 2 A AEL p / \' A S J + F•'� %�S —'''j 1900 • ~ e•<• 4 CD �{ 3 1 I.yI1�jG ;Zoo" j 1L`" . >r �^ JI k90t• s B sa' 4 fi] JGi c . 1 w l 1_ rid'ra FtCeR PSH rMa,*r FED64kk MK4JFACfMW, t0..f0 A,.rw�ri JW a, .olt ,m.,cqs=;- r-t:rwor"Cul trG fJ .rutiti. LL�d SOW t Ag s.• 32' A4fJa!'7 1<� LEIGTi} asr:N DEC 6 ,996 0 HOTI S��2X6 OVALS &.T&T `t o C p� . REQNM PERPAnER BLOCJMG Er O t b. sin>]�(lbmlpl ,O V V a V -bd'C-:Cy a.•B^..�f rq •1 'LpV•r.% � �� p E -r.•1 � /2 '� N 91.tGts2 Okhi !f•rt °J 110 slLt f OVEED BiJtsf�l rn' t "A ' O t b. sin>]�(lbmlpl -bd'C-:Cy a.•B^..�f rq •1 'LpV•r.% � �� p E -r.•1 � /2 '� N 91.tGts2 Okhi !f•rt °J 110 slLt akscRr.:cyr r'w yaar LEGENO. Q see ete-r ::w to - Dna w;mDdlw2ft'r-*-• ti ilE'f!1rO0D fi r'- -nf 3 i Old . , Z A �fi. t E1atJdv - S 9Ml�w U s•.�u' .•Rtso�ak r60 . 1a nro nn.nwt> .. Fb-V)uH ✓LAN $NT 7 SA rums ucsr(33 -: .'.r S+.wt.Lrt�;. ,p � ,• QF ' >t w - 9 K •St10p7C i"1L% a K • L. Z.a e' i o'� vG• »c a..rC^' '� ?. -Mt.k.act•x � t,0.wa* 4 :e•. ••. C7 yrtasxwti IrU ctuwa�rytn, ��! �: �'���' Cv ; �. . E ri_� :L` t suoRt ocacn= O noon � nlmvo--.wr. ] u—caF.m1 kat ., ilTyf»M uu.at �.�. 3 Sl SI C 9 xxc 1 Z s+n•.."c iWOOF 3 1 ��7 A�"f ►-4iR�o112 'nom. LAA40114 p ws. saL Fu wood I nf,-x OAAWK Cyr„ 0Att «- ld -9 scxE. 3/Ir.1.4 3800 MIN. 20N". 1000.1- 0 FEDERa 1AANUFACiUP. M lir'USIr;M CONI TRUCi04 P" g 114" MAX. l,fjAQ$ DEC 131995 rm P03t wzt 4 w^o No. totirr y A A B 8'• 114 32 '47 rshaaq SCJ 47D0 A 2 B lar -al 4 { (( l 1— l 11 32 5900 3 t r s• 4 ?11 Li It moa r. 3WO 4 8 g 0. 3 Fu wood I nf,-x OAAWK Cyr„ 0Att «- ld -9 scxE. 3/Ir.1.4 3800 5 A oto 0 FEDERa 1AANUFACiUP. M lir'USIr;M CONI TRUCi04 3t,JPM.T Atli GRMLVM g & SAFETY SYA UAF03 AIR SUFA.r DEC 131995 Cc 1tQ• 5 4 < Fu wood I nf,-x OAAWK Cyr„ 0Att «- ld -9 scxE. 3/Ir.1.4 3800 5 A oto MAN O+STRIOU ra>" 1AMEL ��i k 7q �.J 3t,JPM.T Atli GRMLVM g 4a 14 Th AIR SUFA.r ® CIEM1110 ftGt8TtR 1tQ• 5 OAS -%, MERi1M0 AM! OA&U ti Fu wood I nf,-x OAAWK Cyr„ 0Att «- ld -9 scxE. 3/Ir.1.4 3800 5 A 8' 8' 3 ��i k 7q �.J g 5ZI 8100 8 9 1tQ• 5 ti 3800 y A 8-44 32 13 4400 e a To 32 c moa go 1e-0• p3 11 3A00110' A00 toc �-,• 32 Micates 2' 3earlru} is r uircd MIN. 300LL. 1080.1 - PER 114' MAX. LOADS Me "at r�.,>� LOW pfa 4200 1 A E-11• 32 h� a 6000 2 A toa• S 8'00 A 3A, 11'-5. 6 4900 4 A 5'4' 4 8 49M 5 A e -a* 4 B 790a a A tC_C_ 7 s sons " F-1 32• a $700 d C 9.84 32• 9000 9 9 t A �r 2,c, c `NB 10 B rA- 32' U1dICatG9 2' Bearing i9 n JH PLA 1R."i >t C 121�x� SHT 1 OF i AEV Z a)C(10 � xr w Ar.-�•. 01 1 2e) : 13 036- (,DILL � vi 9 �o P. c4zt s7r w6LL I � 9,r ` r fo,tr�UAT�o, kii I DPW kn � ' �� tint � t. CD its\_ CL Provide aPProved flashing et all exterior openings, tMeal.. Go A4 q a. /3 F"v 4000ft v Qk m /'t � Ole Ail ROOF -Co,,E,,ING /y /Y � 13_ V) P'tt- V S'rrrl c - APPROVED Butte County Environmental Health � s Date a Signa, CIS V-) VN N -N �n Ile, S NO ;QY0 o Col o -4 0 o A o. C'0 Oq�10 100 pa ID VD 134 C, 0 CD V-) VN N -N ................ 1. I I �n Ile, S NO ;QY0 ................ 1. I I . ......... Ile, S NO ;QY0 . ......... 811LiNR1, "m t PRRICAST 0011CNST6 PAD6 GV"= OPCOA Li� 9 r, 4V . 49 . VR 40 PLAN DOUBLE WIDE MOBILE COACH Scale: l" - 10' FOR MORE THA14 LAYOUT TO THARP 8 ASW. FOPIX VIDE R APPROVAL — STANDARD PIER R F0077NO SPACING PER M08LL8 HOME MANUFACTURER'S INSTALLATION MANUAL. C01Q1CURATION SHOWN 38 THE MINIMUM NUMBER OF PADS REQUIRED. 5 m V" LJ cm IA Ac 0001GM= PARI! OP0MO IX COACH io (SINGLE vin TYPICAL +--12' or 14" PLAN SINGLE WIDE MOBILE COACH Scale: I" — 10' L�IQ HIAMARD 'PIER ! F00l9)rG SPACING PER MOBILE HOME MANUFACTURER'S INSTAUATION MANUAL. CONFIGURATION SHOVN 13 THE MINIMUM NUMBER OF PADS REQUIRED. ELEVATI®N NOT TO SCALE FOUNDATION SYSTEM IS SAFE FOR INSTALLATION IN FLOOD PLAINS UPON REVIEW AND APPROVAL BY THARP 6 ASSOC. 2 - 3/8' x I' BOLTS FIELD DRILL HOLES OPTION OF 4 - 414 TEX STS COACH C OR J BEAM I/4'x201x4' 3' x 3' ANGLE 3' WIDE -\pe PLATE GENERAIzNOTES: REFERENCE: CALIFORNIA CODE OF REGULATIONS. TITLE 23 AND U.B.C. 1994 EDITION. 1. DESIGN LOADS: 4 - 1/2' J SEISMIC BOLTS T PIER 2• THE DESIGN LOADS SHALL BE CONSIST EN WITH ROOF LIVE LOAD, WIND LOAD, AND SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BLIIDiNO WITHIN A SPECIFIC LOCAL AREA. 3. AiL FCOI 408 ARE TO BE SUPPORTED BY FIRM, UNSATURATED. UNDWIURBED COHESIVE SOiL FOOTINGS ARE DESIGNED FOR 1000 PSF TOTAL LOAD SOiL PRESSURE AND SHALL BE COMPATIBLE WITH LOCAL SOiL CONDITIONS. 4. CONCRETE: 3000 PSI AT 28 DAYS AS TEFMD AND MANUFACTURED BY STARI.ITE WEIGHT CONCRETE. TYPICAL BEAM S. STRUCTURAL STEM . CONNECTIONS Not to S co e A. SHALL CONFORM TO 1 ASTM AM FT - 36 KSI MINIMUM b. SHALL BE FABRICATI® ACCORDING TO AISC SPECIFICATIONS. r 3 =FOR TRIPLE Wm, E1WA- d IES, FOLLOW SAME PLACEMENT PATTERN AS SHOWN ON THE DOUBLE WIDE MOBILE COACH �F 2. FOR ANY COACH SiZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE, THE PIER AND PAD �—�--- 36 1/2' ---""I LAYOUT SHALL BE REVIEWED AND APPROVED BY DONALD M. THARP & ASSOCIATES. 1!/t' FLANGE QP114�. 1 iTANII[ii iTEEI JJKAM S= NOM / AM iNURT iifiili].'ji,iJillLi 3.5 1: BPAaIva BHoaN oN T>�ia tL�w �►StE FOR CoiucitEs,Wmi io" Arm ll" BF�e 4304-44 VVr 2. ANY 8" BSEAM d NO'L`TO CANIII.EWER >r10RE THAN 6 0' ON EACH END OF UNiT EXP AND BFACINO OF BEtSMIC'MRS CAN NOT,EXCEED PRECAST FOUNDATION PAD JrgT 00, PSP X*A.r- I' • 1.5' V t 1 � •� RENEWAL OF STATE SUBMMAL 30-5F a SHALL BE WELDED A A"RDING TO AWS SPECIFICATIONS. L ELECTRODES: E70 It. FOUNDATION FOR CHASM BEAM SUPP(" SHALL BE LOCATED AND SIZED FOR THE LOAD AS SHOWN IN THE H. PLATES: ASTM A36 MOBILE HOME INSTALLATION INSTRUCTIONS' HL ANCHOR !BOLTS: ASTM A307 5/16' PLATE IV. BOLTS: SAE GR3-ASTM A449 -ASTM A323 5/8' X 1 i/4' BOLT 12. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (DA) CAN OCCUR, MANUFACTURED HOMES SHALL BE V. THREADED ROD. COLD DRAWN LOW CARBON WELDABLE READRWW WHEN D.S. EXCEEDS 1/4", OR WHEN IT WiLL ADVERSELY AFFECT THE USE OF THE SEISMIC PIER Not to scot. d ALL METALCOMPONENTS iNNCLUDING NA" A SCREWS ETCARE TO BE PROTECTIVE COATED. MANUFACTURED HOME. _ COACH I BEAM PAD ORIENTATI®N: NOTE, EQUNDATION 6. THEPIER AND RIDGE BEAM SUPPORTr A88EMBL1E8 SHALL BE COATED WITH SHERMAN WILLIAMS E61 -RC2 OR 3' X Y PLATE APPROVED EQUIVALENT AND SHAM BE LISTED AND LABELED BY CERTIFIED TENTING AND CONSM71NO 1. PREFERRED PAD ORIENTATION WHE1RE EVER POSSIBLE _I8 -THAT THE IANC DIMENSION OF THE PAD BE IN THE SERVICES (CPC) FOR THE POLLOWANO LOADS: TRAVERSE DIRECTION. ,,,;�,� R. xiu. raw • 1r tw, 2. A. LATERAL: 890 IbL MAX 4 - 3/9' b. VERTICAL: 13000 ML MAX MAX TUBE HEIGHT APPROVE 0 BOLTS WIDE UNITS: PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONO DIMENSION OF THE PAD BE IN THE SUBJECT TO C^RRFCflONS NOTED B' SHORT LONG TUBE TUBE 14' LONG TRAVERSE DIRECTION. "oroval dom poo n..i6onts or approve my om:aww o, dW*Okl i 7. TEAS FOUNDATION 18 FOR PLACING MANUFACTURED HOMES CONSTRUCTED WITH LONOTTUDINAL OR CR088 4am reap. +.n.n« ni opolk able '# to. 1—i wd r-ook opt , P• DIA $/n/n Oi (r;ilnfnia � 4 - 3/8 Ow"nm"rw ni Ktusinq and Commvnrrr Dav0nprnMd STD PIPE * * r N TR CM ' BOLTS ilOy+--`U�.1JlONS: By Dote /900411r, *-7��04 O MARK CHASM BEAM ACCORDING TO REQUIRED SPACING. R THIS FOUNDATEN PiAN 2 DESIONiEI) TO HE CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO EXISTMO SOIL T iGHTEN /NO.--- _ _ _ _ _ _ _ - - _-- THE MOBILE HOME INSTAIIJ►TIONi INSTRUCTIONS. CL1PLATE 3. pROBiEMS, LF SETTLEMENT OCCURS DUE TO POOR SOII, SEE NOTE 12. TO 180 SETTING, PLACE IT ON CONCRETE PAD AND ATTACH TO PAD WITH 4. A8SPM8IE SEISMIC TIER TO ITS LOWEST IN-TPI� 2.3/8" DIA BOLTS. S. RAISE TOP SECTION OF SEISMIC PIER UNTIL IT TOUCHES BOTTOM OF CHASSIS BEAM BY TURNING PIPE (POUR 9. PRECAST CONCRETE PADS SHALL BE PLACED ON LEVEL UNDISTURBED SOiL ORQU3/4' AND OR C RREAKAM THREADED 3/16' PLATE LEGS 10. ALL MANUFACTURER REQUIRED IPADB AND PIERS, EXCEPT MASONRY BLOCKS, MUST BE ATTACHED TO ROD T Y P or 4 CHASSIS BEAM AND POOTINO PAD. 3 =FOR TRIPLE Wm, E1WA- d IES, FOLLOW SAME PLACEMENT PATTERN AS SHOWN ON THE DOUBLE WIDE MOBILE COACH �F 2. FOR ANY COACH SiZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE, THE PIER AND PAD �—�--- 36 1/2' ---""I LAYOUT SHALL BE REVIEWED AND APPROVED BY DONALD M. THARP & ASSOCIATES. 1!/t' FLANGE QP114�. 1 iTANII[ii iTEEI JJKAM S= NOM / AM iNURT iifiili].'ji,iJillLi 3.5 1: BPAaIva BHoaN oN T>�ia tL�w �►StE FOR CoiucitEs,Wmi io" Arm ll" BF�e 4304-44 VVr 2. ANY 8" BSEAM d NO'L`TO CANIII.EWER >r10RE THAN 6 0' ON EACH END OF UNiT EXP AND BFACINO OF BEtSMIC'MRS CAN NOT,EXCEED PRECAST FOUNDATION PAD JrgT 00, PSP X*A.r- I' • 1.5' V t 1 � •� RENEWAL OF STATE SUBMMAL 30-5F It. FOUNDATION FOR CHASM BEAM SUPP(" SHALL BE LOCATED AND SIZED FOR THE LOAD AS SHOWN IN THE MOBILE HOME INSTALLATION INSTRUCTIONS' 5/16' PLATE 5/8' X 1 i/4' BOLT 12. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (DA) CAN OCCUR, MANUFACTURED HOMES SHALL BE WITH HARDENED WASHER READRWW WHEN D.S. EXCEEDS 1/4", OR WHEN IT WiLL ADVERSELY AFFECT THE USE OF THE SEISMIC PIER Not to scot. MANUFACTURED HOME. _ CP - SEISMIC PIER 111 - PATENT PENDING PAD ORIENTATI®N: NOTE, EQUNDATION 180 iN-POLONDS IS EQUIVALENT TO I5 rT-POUNDS SINGLE WIDE UNITS: 1. PREFERRED PAD ORIENTATION WHE1RE EVER POSSIBLE _I8 -THAT THE IANC DIMENSION OF THE PAD BE IN THE TRAVERSE DIRECTION. ,,,;�,� R. xiu. raw • 1r tw, 2. WHERE PREFERREDORIENTATION IENTATION CA USES THE FOUNDATION PADS TO EXTEND PAST THE SKIRTING, THE PADS MAY BE ROTATED SO THAT THE LONG DIMENSION 18 PARALLEL TO THE BEAMS SUPPORTING THE UNIT. •IEAIM AND SAFETY CCKX .SECTKvr +4531 APPROVE 0 DOUBLE 1. WIDE UNITS: PREFERRED PAD ORIENTATION WHERE EVER POSSIBLE IS THAT THE LONO DIMENSION OF THE PAD BE IN THE SUBJECT TO C^RRFCflONS NOTED TRAVERSE DIRECTION. "oroval dom poo n..i6onts or approve my om:aww o, dW*Okl i 2. WHERE HELD CONDITIONS OR SX3RTINO REQUIRE PAD ROTATION, NO MORE THAN HALF OF THE PADS IN A 4am reap. +.n.n« ni opolk able '# to. 1—i wd r-ook opt , TTRAAVVETRAVERSEIJNZ CAN HEf•�ROTATED 90 THAT THE LONG DIMENSION OF THE PADS ARE PARALLEL TO THE BEAM $/n/n Oi (r;ilnfnia SUPTORTIN0 THE UNITS. Ow"nm"rw ni Ktusinq and Commvnrrr Dav0nprnMd STA'�'A * * r N TR CM ANnARnS ilOy+--`U�.1JlONS: By Dote /900411r, *-7��04 L. MARK CHASM BEAM ACCORDING TO REQUIRED SPACING. 2. FOUNDATION FOR CHASSIS BEAM ISUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN /NO.--- _ _ _ _ _ _ _ - - _-- THE MOBILE HOME INSTAIIJ►TIONi INSTRUCTIONS. /n 3. LEVEL THE SOIL AND PLACE PRE.C�AST CONCRETE PADS BELOW MARKING AS PER LAYOUT THIS SHEET. �/ Q7 '�•+o oltr► A. T►owfl F.>tcoirrM jY..cv� - SETTING, PLACE IT ON CONCRETE PAD AND ATTACH TO PAD WITH 4. A8SPM8IE SEISMIC TIER TO ITS LOWEST 2.3/8" DIA BOLTS. S. RAISE TOP SECTION OF SEISMIC PIER UNTIL IT TOUCHES BOTTOM OF CHASSIS BEAM BY TURNING PIPE (POUR Ir So 1N OVERSIZE MR unrm"G TURNS EQUALS ONE INCH CHANGE IN HEIGHT) TIGHTEN FOUR CLAMP BOLTS FIRMLY - AND OR C RREAKAM $' 6. CLAMP UPPER PLATE TO BOTTOM OF CHASSIS BEAM AS PER DETAIL THIS SHEET. rQAC i LENGTH NOTES: INSERT / 1. MAXIMUM LENGTH OF SINGLE WIDE COACH - 66 FEET. 911r >, I 1/Ir 8' 240 2. MAXIMUM IErNOTB OF DOLS SIM COACH - 70 FEET. 3 =FOR TRIPLE Wm, E1WA- d IES, FOLLOW SAME PLACEMENT PATTERN AS SHOWN ON THE DOUBLE WIDE MOBILE COACH �F 2. FOR ANY COACH SiZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE, THE PIER AND PAD �—�--- 36 1/2' ---""I LAYOUT SHALL BE REVIEWED AND APPROVED BY DONALD M. THARP & ASSOCIATES. 1!/t' FLANGE QP114�. 1 iTANII[ii iTEEI JJKAM S= NOM / AM iNURT iifiili].'ji,iJillLi 3.5 1: BPAaIva BHoaN oN T>�ia tL�w �►StE FOR CoiucitEs,Wmi io" Arm ll" BF�e 4304-44 VVr 2. ANY 8" BSEAM d NO'L`TO CANIII.EWER >r10RE THAN 6 0' ON EACH END OF UNiT EXP AND BFACINO OF BEtSMIC'MRS CAN NOT,EXCEED PRECAST FOUNDATION PAD JrgT 00, PSP X*A.r- I' • 1.5' V t 1 � •� RENEWAL OF STATE SUBMMAL 30-5F m _ r �u,Y,o, Do a