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HomeMy WebLinkAbout028-370-042028-370-R61f0 02-1609 a JESPERSEN,MIKE SWEDES' m CONT: BETTER 13UGLDERS JNALED\ NEW SFNGLETAMI" Y LAND DEYELOPMENT SHEET NOTES o 7L G�Gt I RESIDENTIAL 028-370-015 02-1609 PERMIT NO. _ JESPERSEN, MIKE _ — — SWEDES FLAT RD., OROVILLE i CONT:, BETTER BUILDERS ` NEW SINGLE FAMILY. m OFFICE COPY Address i;KED GAS Meter By Da. ELECTRIC OFFICE COPY Address GAS Meter ByDate ELECTRICS ? ((" Meter By D`�>. fy /'/ x 7 4 �� -7— Y/;:!� re JOB FINALED (Dat Signature r�r • 'i 1 i. t i, 1� h 1 F , I RESIDENTIAL 028-370-015 02-1609 PERMIT NO. _ JESPERSEN, MIKE _ — — SWEDES FLAT RD., OROVILLE i CONT:, BETTER BUILDERS ` NEW SINGLE FAMILY. m OFFICE COPY Address i;KED GAS Meter By Da. ELECTRIC OFFICE COPY Address GAS Meter ByDate ELECTRICS ? ((" Meter By D`�>. fy /'/ x 7 4 �� -7— Y/;:!� re JOB FINALED (Dat Signature ✓ = OK . 1. 0 = Not OK 2. - = Not Applicable MOBILE HOMES • = Not Ready 4. Date ' MOBILE HOME UTILITIES (Plans) OK except #'s t. 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-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG j 7. Well Clearance & Disconnect t 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date "-.'Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 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 Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch V. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses ' 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'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/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r J = OK 0 = Not OK - = Not Applicable * = Not Ready RESIDENTIAL (: Date Underfloor (Plans) OK except #'s o g -Setbacks -Easements -Flood -Slope Date Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 5 -It -9., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth ,4 Rg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth �-5emwalls, Main; Steel-Blockouts-Wrapped � .2_ 8. emwalls, Garage; Steel-Blockouts Wrapped d Downs and Special Anchors H, teel-Wrapped - Piers -Fireplace Ftg.-Steel .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. 11. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AUIMBING (Permit) OK except #'s 111"' Water Htr.; Vent -Access -Combustion Air Baffle 18 9 23. ater Pipe; Test & Anchor -Nail Protection .W ., est Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Te<t Tub & Shower, Second Floor -Tub Access Elec. Outlets at Wood Panel, Int. & Ext. Gas Pipe; Sixe & Anchors ' Date Card B-1 • Date Card B-1 Date Card B-1 Date Card B-1 Date ECTRICAL (Permit) OK except #'s 74. Lure & Transformer Clearance -Ins. Protection 24 c. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper Size Boxes & No. of Conductors Stapled 6 7iaquip. ex Installed Close to Edge of Studs & C.J. Ground made up w/Meth Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size a Cu Vk - 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Pquip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light TW Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s A.C. Ducts Insulation & Support 6 Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. nate-Vent Access -Comb. Air -Return Air Vent 115 outlet 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 (Permit) OK except #'s s Proper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound. aring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) ne Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing >ingle & Duplex) Date FRAMING (Continued) 46". Ha ers-Post Caps -Anchors -Connectors ling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. ; - t _M_' F' place Ties or Type A Flue -Fireplace Throat Clearance_ 1 c Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing _ 2 roperty Line Firewall & Openings 4,3/6t. Doors -One T -Check Garage 3rd Story, 2 Exits 'S4- StVs; s; Width -Headroom -Rise -Run -Landing -Fire Protection ` lywood on Roof Overhang -Attic Vents -Rafter Outriggers 56- Si ing-Nailing Veneer cco Mesh -Drip Screed -Fd. Vents-Underflr. Access , Glazing Area -Glass Protect' n -Skylights -Plastic ear Walls; N ' ' g -B s 1/ Interior/Exterior Wall Panels v r% 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 -Connector - In Garage; Above Floor -Ducts -Meth. 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 & Receptacles 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 -Meth. Protection 77. Plb., E(ec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romer. Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails &'Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth i, Clearance Looked under Floor O Yes 82. Following Insild./Drive ] Yes ] No/Walks _I Yes :1 No/Planters rJ Yes J 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 Throughout 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 94. Address Posted 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: r k COUNTY OF BUTTE '. BUILDING DIVISION -�' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE )'9 c C41 CD2 , OWNER PERMIT NO.' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when. correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Oz;R Date�A5 7/ Inspector REV 10/J2 s COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF'DEVELOPMENT SERVICES f 411 Main Streets Chico, CA • (530) 891-2751. 7 County Cehler'Drive • Oroville, CA • (530) 538-7541 ! El r CORRECTION NOTICE OWNER P ERMITNO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date -�-t— REV 10/92 Inspector COUNTY OF BUTTE BUILDING DIVISION t' DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet • Chico, CA • (530) 891-2751 7 County Cdr er'Drive • Oroville, CA • (530) 538-7541 - CORRECTION NOTICE r OWNER PERMIT NO. <. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �• � /v cam/ REV 10/92 f]�Q 3 )..,COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541P R T O. (Rev.1?/96) APPLICATION AND PERMIT 9A" Dq ASSESSOR PARCEL NUMBER 028-370-015 ZONING A-5 BUILDING PERMIT OWNER JESPERSEN MIKE TELEPHONE 515-8538 SQ. FT. OCC. BUILDING VALUATION 1882 R 101,628.00 . OWNERS MAILING ADDRESS P.O. BOX 613 RED BLUFF CA 96080 410 C 5,330.00 CONTRACTOR'S NAME BETTER B BUILDERS TELEPHONE 40 C 520.00 589 U 10,602.00 CONTRACTORSMA� ROYAL OAKS DR., OROVILLE CA 95966 CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 119 580.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 709.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 461.17 BUILDINGADDRESS SWEDES FLAT RD. OROVILLE Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1213.67 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 91.00 USEOFSTRUCTURE SF X] Duplex ❑ Mobilehome O Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New T] Addition ❑ Remodel ❑ Utilities ❑ installation O Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15-00 Mobile Home I S I G I W @20.00 PERMIT FEE SUU ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A ofl LESS 23.00 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 i 11 force and effect. �j wj c^� �° License Class Lic. No r �.L OWNER -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. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 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. M'* I 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' compensation insurancerrier and policy number are: Carrier A c"C.7 Policy Number /6 (The above sections need not be completed 0 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 Code, I shall orthwith comply with those provisions. X Date -/ 9 Signature f Ap licant - [I owner O Contractor O Agent An OSHA p rmit is required for excavations over 5'0" deep and demolition or construction structures over 3 stories in height. Main Service 200A TO IOOOA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( 8 ACC. BLDS. 3.5¢FT. "NN.ga,DT MU LTI.OUTLET @7,50 POWER APPARATUS 8 SINQLE OUTLET CIR. 20 @ 1.00 EX. OCCU OUTLET OR FIXTURES BAL p .50 FUCED APPLNS6 Ex. Occup.0 ED REsl. Ofl EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi: $ 74.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 U CONST. TYPE TOTAL FEE $ 1614.04 HAZ. D. ES IMP X FLOOD X CDF X CEL X ,�o X HD n ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicalod above for which fees have been paid. A//�Date Y 49 d�of PERMIT EXPIRES ON i1241a pat ReceiptNo. 354078 $1,614.04 WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 . PERMIT APPLICATION DATA SHEET OWNER: - ASSESSOR PARCEL NUMBER O` - 3 % y -U / S- Proposed Building Use;, % Counter Technician. Date: / Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed by the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet-si ng ed b the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received �' By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) i j 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... .4 15. Statement of Intent for Non -heated and A/C Buildings ................................. 16. Sanitation and plot plan approval from the Environmental Health Department ❑ 17. City of Chico Plumbing permit...........................................oarc 18. California Department of Forestry plan approval paid. Sent by:❑ 19. Planning approval for (A) Use: �(B)Parking: (Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 22. Pre Inspection for required ................ f3. Contractor's license information. (Number, Name Style, Classification) ...................... 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization.................................................................... Im 27. Recorded copy. of Agricultural Acknowledgment Statement.* ........................... ....... - 2- ❑ 28. Manufactured home utility clearance.......................................................:....... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑Grant Deed, 0I T�tle�/S t �t 9f Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: SS K" ..77 �/` When issued Telephone and hold for pickup. I have been inf rmed of the above items and requirements for obtaining a building permit. t , k 4 Ap icant: D te: —�9 0a 1�•'yi+j'�� O 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑mail, 0'c n Date: Plans reviewed by: Date: Plans approved by: Date: 2 �� Structural reviewed Date: Structural approved by: Date: Note transfer by: . Date:-�,tj 17Z Yellow: Building Division ..fr2�1 }_ ,,;:�. •, —yam-- �.....�.,..--w,•w-w-.,wy,w..•?+wvrsF.-v-•�: �ii..�r:'� �i'�,�,`r�'����'�.,,�"'�+id�7C4'1,l w.+i+..�':�'j.. , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER. A.P. # c;� t�- " 3 PROPOSED BUILDING USE��� S DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ 2. SCHOOL DISTRICT FEES (paid at District Office) ( v 3. SHERIFF FEES (paid at Building Division) on Residential .................................... x $360.00 = $�60.0d b -'`7 "V� Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES w e3 Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION.AND PLAN CHECK 1p �— $89.00 (paid at Building Division) y �� ��� 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division)' 10. OTHER 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 daring the plan checking process. AP ICANT Jf DTE C ursuant to GoverrimenQCode Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) i r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District D jiOV f L�f c L4 j� -* i'+ k Building Department No. Q A.P. Number (gt 310 . tit T Jurisdiction: City �— County � r ' Property Owner Property Location/Address �j1� ��j ' �,�T Qyl�lJY f LLF— (� r r Subdivision r Lot No. U� 1 ............ ' .'......................................................................................................: q 9 Residential Development S . Footage No of Living Mobile Home Addition/ 'Supplemental to .tel Units Installation Conversion Permit# '(No foundation inspection): t,?8)-- (Group R) Commercial/Industrial . �r S 'Fo9ta e. New Addition (Including Exterior Roofed Areas) Building Department Repre entative ` Date oor Plans reviewed by School District District Identification No. 4/ School District certifies that (Applicant) (Street Address) (Phone Number) (City) ., (State) (Zip Code) has complied with the requirements of Resolution No. L12 -0.1 /49 by payment of $ 40d-7, 7—a representing square feet. 11AB 2926 $ FULL MITIGATION S ,,...y.:'.:r,� .•✓-' -,on_ .y. ay;,.-.:-.. .s '.,.�.-n-.«n."'5..,...:.�"'w`+r•==G».�::�+:.:�ni.:. v:� a..ix .: as..�+a:=sr�wiMa.ilni,:: -�•'ra_a: qc'„a .:'so::;,,.i.-.. .. _ School District Representative Date Paid by Check # Remarks: 'Al / )L-/ l Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(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 ICEQA), 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 (10/98)dmm 3'-4 A COVERED PATIO (433 SO, FF. TUTAIJ VmLim an ' l 6068 Sbm DINING ROOM LIVING ROOM FOYER r -f (AVc) . i -r L ---- MASTER BATHROOM CLOSET 9'-4' . 0* -0• HALL 13,-r a S-7, BEDROOM 3 COVERED PORCH W a ir-ll* nx a& MASTER BEDROOM . L.: -j BATH 2 L J --j IT -r. lw-W II v I Lj 4040 H.S. 5.13 X 12 24F -w CL !TLTt 5il3lX1224F-V4GL8E I — ---------- -Zzt 20 ----------- FFOOR PLAN SCALE: 1/4" = 1'-0" NOTES: ALL DIMS. ARE TO F.O.S. OR F.O.P. -TYP., U.O.N. PLATE Hl.: 8* -1* UNLESS NOTED CONDITIONED LIVING AREA: 1,777 SO. FT. UNCONDITIONED LIVING AREA: 1.463 50. n. 2 -CAR WAGE: Soo so. n. COVERED PATIO: 433 SO. FT. COVERED PORCH: 530 SO. FT. NOOK :9 441 REFK\ PANTRI 32x24 LAUNDRY- „•-!• a T -e r URI2-CAR 7-4 ®r.- E FOYER r -f (AVc) . i -r L ---- MASTER BATHROOM CLOSET 9'-4' . 0* -0• HALL 13,-r a S-7, BEDROOM 3 COVERED PORCH W a ir-ll* nx a& MASTER BEDROOM . L.: -j BATH 2 L J --j IT -r. lw-W II v I Lj 4040 H.S. 5.13 X 12 24F -w CL !TLTt 5il3lX1224F-V4GL8E I — ---------- -Zzt 20 ----------- FFOOR PLAN SCALE: 1/4" = 1'-0" NOTES: ALL DIMS. ARE TO F.O.S. OR F.O.P. -TYP., U.O.N. PLATE Hl.: 8* -1* UNLESS NOTED CONDITIONED LIVING AREA: 1,777 SO. FT. UNCONDITIONED LIVING AREA: 1.463 50. n. 2 -CAR WAGE: Soo so. n. COVERED PATIO: 433 SO. FT. COVERED PORCH: 530 SO. FT. AND WHEN RECORDED MAIL TO: • RU rTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 GORY of Document Recorded 20-hgW2002 2002-0025810 Has not been compared with, original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required 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 County of Butte, State of California, described as follows: See attached....... Date PROPERTY OWNERS �✓ —� lU v keg $P.cJ State of California ) County of/ � On '� before me. personally appeared ,7:yI`/-)C , Y personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNES and official seal. f Signat6e / Seal: A.P. 9 00�vBERPVADET�MCKIMCOMM. NO. NOTARY PUBLIC • CALIFORNIA TEHAMA COUNTY MY COMMISSION EXPIRES r s',EPTEMBER 28, 2005 / ORDER NO. BU -179284-3 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL Is THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M. AP#: 028-370-015-000 PARCEL IIs A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT IN THE CENTERLINE OF THE EXISTING SWEDE'S FLAT ROAD, FROM WHICH POINT THE SOUTHEAST CORNER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 5 EAST,,M.D.B. & M., BEARS SOUTH 37 DEG. 46' 49" EAST, 2314.39 FEET, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE ALONG SAID CENTERLINE, NORTH 13 DEG. 15' 07" EAST, 90.41 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 100 FEET AND A CENTRAL ANGLE OF 54 DEG. 45' 31"; THENCE ALONG THE ARC OF SAID CURVE, 95.57 FEET TO THE END OF CURVE; THENCE NORTH 41 DEG. 30' 30" WEST, 157.83 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 225 FEET AND A CENTRAL ANGLE OF 76 DEG. 04' 53"; THENCE ALONG THE ARC OF SAID CURVE, 298.77 FEET TO THE END OF CURVE; THENCE NORTH 34 DEG. 34' 23" EAST, 35.27 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 250 FEET AND A CENTRAL ANGLE OF 27 DEG. 15' 00"; THENCE ALONG THE ARC OF SAID CURVE, 118.90 FEET' TO THE END OF CURVE; THENCE NORTH 07 DEG. 19' 23" EAST, 344.93 FEET TO THE BEGINNING OF A CURVE TO- THE LEFT HAVING A RADIUS OF 200 FEET AND A CENTRAL ANGLE OF 18 DEG. 26' 52"; THENCE ALONG THE ARC OF SAID CURVE, 64.39 FEET TO THE END OF CURVE AND THE END OF SAID CENTERLINE. PARCEL III: A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT IN THE CENTERLINE OF THE SWEDE'S FLAT ROAD, FROM WHICH POINT THE SOUTHEAST CORNER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M., BEARS SOUTH 58 DEG. 24' 26" EAST, 3545.86 FEET, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE NORTH 36 DEG. 58' 49" EAST, 511.13 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 250 FEET AND A CENTRAL ANGLE OF 44 DEG. 56' 38"; THENCE ALONG =j� CONTINUED ORDER NO. BU -179284-3 DESCRIPTION - CONTINUED PARCEL III - CONTINUED THE ARC OF SAID CURVE A DISTANCE OF 196.10 FEET TO THE END OF CURVE; THENCE NORTH 07 DEG. 57' 49" WEST, 338.85 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1000 FEET AND A CENTRAL ANGLE OF 10 DEG. 52' 02"; THENCE ALONG THE ARC OF SAID CURVE, 189.67 FEET TO THE END OF CURVE; THENCE NORTH 02 DEG. 54' 13" EAST, A DISTANCE OF 74.60 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 650 FEET AND A CENTRAL, ANGLE OF 32 DEG. 29' 58"; THENCE ALONG SAID CURVE, AN ARC DISTANCE OF 368.69 FEET TO THE END OF CURVE; THENCE NORTH 35 DEG. 24' 11" EAST, .A DISTANCE OF 49.05 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 175 FEET AND A CENTRAL ANGLE OF 99 DEG. 32' 12"; THENCE ALONG SAID CURVE, AN ARC DISTANCE OF 304.02 FEET TO THE END OF CURVE; THENCE NORTH 64 DEG. 08' 01" WEST TO A POINT IN THE NORTH -SOUTH CENTERLINE OF SAID SECTION 4; END OF DESCRIPTION. .. r 3,'712 odd 4� ❑ CONDITIONALLY APPROVED PERMIT CLEARANCE Permit #: �' 02-160 9 Genera/Information FEB 5.1000 County i Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: fK Deeds Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: 11,19,v f r y Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: R No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: []No Yes Comments: VE3r),ve. ('o til 111,7f /?gZ or_ 339 ❑ Map Date of Recording: �1 No ❑ Yes ® No ❑ Yes Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance -of Permit: " ❑ Verify Legal Parcel ❑ Verify Legal Access Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: 'AIG —"1131Afd9l3>r►3A QbW 'AIO 1N3Wd013A34 0NVILM8 30 A1N(100 ,4 11 30 AINn(0 A o 63 0002 17 Z N d F In^n ,a3A13M r7. rr •Y...r rr• .. _ VprticaITe.chnningy �r Engineering IMIthl ffhAw #xY1,MM(&9V6 4 hAAA Pxch F,.") r*MFfIIMY2 Ai iui ml ri %I I P RE. Jesperson Residence, 3weedes Flat Rd, Forbestown, CA To Whom it May Concern: I have reviewed the truss calculations by Longfellow Lumber Co. dated 6-14-02 and have found that the trusses appear to be designed in accordance with the general design concept of the structural dncumentg Tht- sprrifir, rfi-Sian shall amain the responsibility of the engineer who has sealed the calculations. Sincerely, Mike H I'.t. y r "' IVo. 0 60887 K Exp. 8430t!.'4: , s C10:,"/�� i I August 19, 2002 Mike Jespersen PO Box 613 Red Bluff, CA 96080 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 028-370-015 Building Permit Number: 02-1609 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Provide a letter from the engineer stating he has reviewed the Longfellow truss calcs and the calcs have incorporated the correct spans and loading criteria. 2. Windows 11 and 12 must be tempered, as they are within 24" of adjacent door jambs. 3. The Plot Plan correctly notes a 50' setback to the centerline of the right of way, but is dimensioned to the property line. Please correct the dimension point. 4. Provide WP GFIC outlet at the front porch. 5. Provide additional outlet between the Kitchen sink and cooktop, or provide power for the dishwasher. 6. Provide additional outlet at the end of the Kitchen peninsula counter. 7. Calculate and specify method of achieving required attic ventilation. 8. Specify two small appliance circuits in the Kitchen, plus a dedicated 20A circuit in each Bathroom and Laundry serving no other rooms. 9. Provide additional outlet within 6' of the fireplace in the Nook. 10. Provide a disconnect at the HVAC compressor. 11. Specify stucco screeds no closer than 4" from earth, and 2" from paving. STRUCTURAL COMMENTS: 1. Girder B2 must incorporate a 1.8K point load from the girder truss A2. 2. Detail the connection of the 5-1/8" x 9" GLB and the 5-1/8"x12" GLB at the 6"x6" column at the patio corner. 3. Detail A Sheet 2 must show anchor bolts extending 7" minimum into the first pour, or alternatively design and show steel stirrups connecting the two pours. 4. Plans must indicate the use of 6" x 10" DF #1 headers (typical) per calculations p. 29. 5. The Drag Schedule on Sheet 7 is illegible. Please reprint using a larger font. 1 of 2 JI • If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss either non-structural or structural items, ask for Keith. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Keith Long, Architect Plans Examiner Consultant 2 of 2 PROJECT PROCESSING RECORD APPLICANT: WKE OWNER: PERMPr #: 1 (-> 0 9 A. P. #: e- 3-70-0(5- WORK DESCRIPTION: EW ST-- DATE T= DATE DESCRIPTION OF STEP TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE CN1v Plot Plea dttechod \ AGO Y Man Q 61t04-;S�T Owner Location AP# Plan Approved for: Sewage Disposal-, Water S ly: Public Private Well\. Clearance for dwelling. Other 3!1 L Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 M . q , rs —6 Z, Date N10 Ac. 2 " \ 44 gg) 9.2 Ac. 10 AC. 3 Q 3 NICHOLS :,-I RANCH9 2 95 - ( v 11.23 'Ac.1 • O 1 12 17 ROAQ I 011:• O T. 15 Ac. l 4 / • 3 17 I 40 AC.�\ ( 3O A 10 10.49. Ac. i11 i 7.83 Ac. —100 PM TT -100 PU 8844' 1327.85I -M — — IfOAO 1 1 O39 ® 0 16 b Ac. 3 SAe 1 Qi 14 4Xf10 i t 10 AC. AC. / 40 Ac. �\ 31 s. ac. �" s Ac. 1 O lo Ac. 1 y 1 ' 19 NJ. 10 Ac. 1 II a 33 10 Ac. / c I ' 9 O 1. , S Ac3T / / 19.08 �1; Ac. � . to so 10 to I 9.67 � - — k• c. Ac 9.42 A c. 10 Ac. AC. i � / FL_A� 1 5 APP/ Butte County Environmental Healt. iA009w� �� 183.24 ac. to - /to zrAck 1i`rid Signature w�,J /oo• ro� ��r���� O Z 298.26 ala, DA. 170-- -oil APPROVED Butte County environmental Health ---_-- Date------ Signature �' 1 16 Ackn,� MASTER BATHROOM V 8 �' ' r 0 IS' -1D• . r -o• TAK) (; �• s' ! V' j I II •:; - .COVERED PATIO B ! MASTER BEOROOW W r° u• -r VA &Tm CIG - :�• ' ' — - uJ �� CLOSET \jv. \\ �� LIVING ROOM -4'�Y Mx ,I it IY-Y• t it -I1• ��'�. 6068 5lR' R' 1 I• 1 I .'.��� \ o HALL i' '� - '� i ''� ii � 1r-1' = S'-1• >1 j(i �` LINEN (Yip LINING ROOM `tel - ; ` —__--- _-- - t7�' >, 1t'-1• ✓ � \.' , `. BEDROOM 3 .• � `�� I I � CAWn �� ,•T--� � ��. �;?:<�. it i I �� .1 - i BEDROOM 12 ii FOYER L............ ail r0rnq 0[ L mac• i ii �.. ..J II 1� 1040 H.S. 4040 H.S 0 � � �-�. `�' �� • :,� � GL fir. N. "I✓ • / KITCHEN/NOOKA' � • � .� h�\1' � �.v� El I R ! FEA>\tU`1 �. COVERED PORCH i FUQ as / REFRI \ }AWR1• I i 2.24 LALINDRY5.13 x ILL4 6L BFAM ABV. ___S' 12 74F -W 0. BEAM ABV. 11'-4'=Y-4• J4 T'----------------------------------�--- — ---------------------------� r-1. r -a stall '� I 20'-0 20'-0" II II o . ------------ 2-CAR ____2-fM j FLOOR PLAN SCALE: 1/4" = 1'-0" ____ :tom• >7�_•___ ' - NOTES: ALL DIMS. ARE TO F.O.S. OR F.O.P. -TYP.• U.O.N. PLATE M.: B'- I' UNLESS NOTED • )mac-�-._._. _. — _..�;1_ _ -il �s ii 1 i i I! I CONDITIONED LIVING AREA: 1.777 SO. FT. UNCONDITIONED LMNG AREA: 1.463 SO. FT. 7 -CAR GARACE: 500 S0. FT. (I 1 COVERED PATIO: 433 SO. FT. COVERED PORCH: 530 S0. FT. �1�1 j i II ._.._.._.._.._.._.J_.. I I � 4040 M.S. ' 4040 H.S. I I . 11• . . AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded OfficialRecords Count BUT TE f CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:23PM 20 -May -2002 REG FEE 13,00 CONFORM .00 Alyce Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required 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 3 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 County of Butte, State of California, described as follows: See attached....... Date k1 ( ?- PROPERTY OWNERS: State of California County of On before -A7 ,mss �er-5 e.41 personally appeared a,V4}i`AC. JEiF>1516i2g,r—tJ personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the persons) whose name(s) is/are subscribed to the within instrument and acknowledged to me that be/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. _-, ONES and official seal. BERNADETTE MCKIM gat a Steal: COMM, NO. 1322519 NOTARY PUBLIC • CALIFORNIA TEHAMA COUNTY /� MY COMMISSION EXPIRES P. # CG4; SEPTEMBER 28, 2005 DESCRIPTION ORDER NO. BU -179284-3 THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B.& M. AP#: 028-370-015-000 PARCEL II: A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT IN THE CENTERLINE OF THE EXISTING SWEDE'S FLAT ROAD, FROM WHICH POINT THE SOUTHEAST CORNER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 5 EAST,..M.D.B. & M., BEARS SOUTH 37 DEG. 46' 491,. EAST, 2314.39 FEET, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE ALONG SAID CENTERLINE, NORTH 13 DEG. 15' 07" EAST, 90.41 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 100 FEET AND A CENTRAL ANGLE OF 54 DEG. 45' 31"; THENCE ALONG THE ARC OF SAID CURVE, 95.57 FEET TO THE END OF CURVE; THENCE NORTH 41 DEG. 30' 30" WEST, 157.83 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 225 FEET AND A CENTRAL ANGLE OF 76 DEG. 04' 53"; THENCE ALONG THE ARC OF SAID - CURVE, 298.77 FEET TO THE END OF CURVE; THENCE NORTH 34 DEG. 34' 23" EAST, 35.27 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 250 FEET AND A CENTRAL ANGLE OF 27 DEG. 15' 00"; THENCE ALONG THE ARC OF SAID CURVE, 118.90 FEET TO THE END OF CURVE; THENCE NORTH 07 DEG. 19' 23" EAST, 344.93 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 200 FEET AND A CENTRAL ANGLE OF 18 DEG. 26' 52"; THENCE ALONG THE ARC OF SAID CURVE, 64.39 FEET TO THE END OF CURVE AND THE END OF SAID CENTERLINE. PARCEL III: A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT IN THE CENTERLINE OF THE SWEDE'S FLAT ROAD, FROM WHICH POINT THE SOUTHEAST CORNER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M., BEARS SOUTH 58 DEG. 24' 26" EAST, 3545.86 FEET, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE NORTH 36 DEG. 58' 49" EAST, 511.13 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 250 FEET AND A CENTRAL ANGLE OF 44 DEG. 56' 38"; THENCE ALONG CONTINUED ORDER NO. BU -179284-3 DESCRIPTION — CONTINUED PARCEL III — CONTINUED THE ARC OF SAID CURVE A DISTANCE OF196.10 FEET TO THE END OF CURVE; THENCE NORTH 07 DEG. 57 A 49 WEST, 338.85 FEET TO THE BE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1000 FEET AND a A CENTRAL ANGLE OF 10 DEG. 52' 02"; THENCE ALONG THE. ARC OF SAID CURVE, 189.67 FEET TO THE END OF. -CURVE; THENCE -NORTH 02 DEG.' 54' 13" EAST, A DISTANCE OF 74.60 FEET TO THE BEGINNING. OF A CURVE TO THE RIGHT HAVING A RADIUS OF 650 FEET AND A CENTRAL ANGLE OF 32 DEG. 29' 58"; THENCE ALONG SAID CURVE, AN ARC DISTANCE OF 368.69 FEET TO THE END OF CURVE; THENCE NORTH 35 DEG. 24' 11" EAST, A DISTANCE OF 49.05 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 175 FEET AND A CENTRAL ANGLE OF 99 DEG. 32' 12"; THENCE ALONG SAID CURVE, AN ARC DISTANCE OF 304.02 FEET TO THE END OF CURVE; THENCE NORTH 64 DEG. 08' 01" WEST TO A POINT IN THE NORTH—SOUTH CENTERLINE OF SAID SECTION 4; END OF DESCRIPTION. wR.=a'scnax:_!itib`WM"J'fi+Ft.r.i3':"iMw1"C;:'Seai�rjL�r,� ORDER NO. BU -177985-3 DESCRIPTION THE LAND REFERRED TO HEREh%IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE..-fo',N°DL"IS-DESCRIBED AS FOLLOWS: PARCEL I. THE SOUTHEAST CSF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 18 NOR ,O � GE 5 EAST, M.D.B. & M. AP#: 028-370-015-000 PARCEL II• A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT IN THE CENTERLINE OF THE EXISTING SWEDE'S FLAT ROAD, FROM WHICH POINT THE SOUTHEAST CORNER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M., BEARS SOUTH 37 DEG. 46' 49" EAST, 2314.39 FEET, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE ALONG SAID CENTERLINE, NORTH 13 DEG. 15' 07" EAST, 90.41 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 100 FEET AND A CENTRAL ANGLE OF 54 DEG. 45' 37"; THENCE ALONG THE ARC OF SAID CURVE, 95.57 FEET TO THE END OF CURVE; THENCE NORTH 41 DEG. 30' 30" WEST, 157.83 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 225 FEET AND A CENTRAL ANGLE OF 76 DEG. 04' 53"; THENCE ALONG THE ARC OF SAID CURVE, 298.77 FEET TO THE END OF CURVE; THENCE NORTH 34 DEG. 34' 23" EAST, 35.27 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 250 FEET AND A CENTRAL ANGLE OF 27 DEG. 15' 0011; THENCE ALONG THE ARC OF SAID CURVE, 118.90 FEET TO THE END OF CURVE; THENCE NORTH 07 DEG. 19' 23" EAST, 344.93 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 200 FEET AND A CENTRAL ANGLE OF 16 DEG. 26' 52"; THENCE ALONG THE ARC OF SAID CURVE, 64.39 FEET TO. THE END OF CURVE AND THE END OF SAID CENTERLINE. PARCEL III• A 60 FOOT RIGHT OF WAY FOR ROAD AND PUBLIC UTILITIES LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT IN THE CENTERLINE OF THE SWEDE'S FLAT ROAD, FROM WHICH POINT THE SOUTHEAST CORNER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B. & M., BEARS SOUTH 58 DEG. 24' 26" EAST, 3545.86 FEET, SAID POINT BEING THE TRUE POINT OF BEGINNING FOR THE HEREIN DESCRIBED CENTERLINE; THENCE NORTH 36 DEG. 58' 49" EAST, 511.13 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 250 FEET AND A CENTRAL ANGLE OF 44 DEG. 56' 38"; THENCE ALONG CONTINUED PAGE 4 ORDER NO. BU -177985-3 DESCRIPTION - CONTINUED PARCEL III - CONTINUED THE ARC OF SAID CURVE A DISTANCE OF 196.10 FEET TO THE END OF CURVE; THENCE NORTH 07 DEG. 57' 49" WEST, 338.85 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1000 FEET AND A CENTRAL ANGLE OF 10 DEG. 52' 02"; THENCE ALONG THE ARC OF SAID CURVE, 189.67 FEET TO THE END OF CURVE; THENCE NORTH 02 DEG. 54' 1311 EAST, A DISTANCE OF 74.60 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 650 FEET AND A CENTRAL ANGLE OF 32 DEG. 29' 58"; THENCE ALONG SAID CURVE, AN ARC DISTANCE OF 368.69 FEET TO THE END OF CURVE; THENCE NORTH 35 DEG. 24' 11" EAST, A DISTANCE OF 49.05 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 175 FEET AND A CENTRAL ANGLE OF 99 DEG. 32' 12"; THENCE ALONG SAID CURVE, AN ARC DISTANCE OF 304.02 FEET TO THE END OF CURVE; THENCE NORTH 64 DEG. 08' 01" WEST TO A POINT IN THE NORTH -SOUTH CENTERLINE OF SAID SECTION 4; END OF DESCRIPTION. PAGE 5 7Al oc, RCCORDINO REQUESTED w / Oroville Title Company i Order No. 93534 " ESTER VIZML 3530 Midland Road o.� Victoria B. C.. Canada L J ..— Same as above .w s " L Tek::: Pr':GL'3S iJAV Svflcq pII 1915 loPSC KLU[ti^'3 CCU) CiLCR�i ;sere fu SPACE AbOVC Tko Lame roR RECOROCR'S USE "T118 unde sinned granlor (s) declare (s): Dcct:m, ,,,v Ir. r (-r for is S 30.2,5.__- ) (� V:Mrt'C� r r P Ln'•:o : f creper!y conveyed: or ( ) Cor, -----t-:! .- se:s .•clue e1 liens and U1!t p. onctr..crc::: _• •crcir;ng o1 time of sole. (� Unircorporoled ciao: ( ) City of _J Grant Deed U.TT ,...30.25....... •"u re.r ru......o .• nn.......w , A.o nun CO.,.— FOR A VALUABLE CO\SIDERATIO\.'rcsetpj chit hereby sdusowledgct WARREN BYERS y Iwrrby GRANr(S) to ( ! "� 7 9• ESTER VRML ' 1. '1. �' �!•• Ffi!pplf sll Thr following described red property in the ., 1�.: • "4 °f BUtte , St.te of C.lif..6.: is 1 The Southeast quarter of the Northwest quarter and that portion of the Northeast quarter of the Southwest quarter, and that portion of the North half of the South - ea quarter, and that portion of the Southeast ofst quarter of the Southeast quarter Section 4 lying Northerly of the centerline of Swede's Flat Road. ell in To 18 North, Range 5 East. M.D.B. E M. ^ RESF.RVI\G THEREtRO:1 a 60 foot right of way for road and public utilities lying 30 feet on each side of the f0110ving described centerline: . BEGINNING at a point in the centerline of the existing Swede's Flat Road, from which point the Southeast corner of Section4. Township 18 North, Range S East, M.D.B. b M.. bears South 320 33' 14" East, 1220.84 fret, said point being the true point of begin- ning for the herein described centerline; thence along said centerline, North 030 47' 08" East. 382.34 fret to the br'rinning of a curve to the left having a radius of 375 feet and a central angle of 230 SS' 48"; thence along the Bre of said curve, 156.62 feet to the end of curve; thence North 200 08' 40" vest, 155.81 feet to the beginning of a curve to the right having a radius of 250 feet and a central angle of 670 38'.58"; thence along the arc of said curve, 295.18 feet to the end of curve; thence North 470 30' 18" East. 187.15 feet to the beginning c of a curve to the right having a radius of 375 feet and a central angle of 130 51'.45"; thence F+ along the arc of said, curve, 90.73 feet to the end of curve; thence North 610 22' 03" CJ East. 97.85 feet to the begin - ning of a curve to the left having a radius of 175 feet L 3 iV and a central angle o[ 520 41' 2R"; thence along the arc of said curve 160.94 feet to the end of 080 curve; thenee North 40' 35" East; 412,25 feet to the beginning of a s curve to the left having a radius of S and a tto tof othence 3North 41 ,17°h53'832"oWest.149.78ffeetsaidtouthe.end 81.15feet the end curve; crve of add centerline.CD ALSO RESERVING THEREFROM a 60 foot right of way for road and publie'uttlities'lying 30 feet on each side of the following described centerline: Y BEGINNING st a point in the centerline of- the existing Swede.'r Flat Road. from whish Point the Southeast corner of Section 4. Township l8 North. Range 5 East. M.D.B. 4 M.. bears South 370 461 49" East. 2314.39 feet. said point being the true pointof beginning for the herein described centerline; thence along said centerline North X3° 15' 07" East. 90.41 feet to the beginning of a curve to the left having a radius of 100 feet and a central angle of 540 45' 37"; thence along the are of said curve. 95.57 feet to the end of curve; thenc+ Nnrth 410 30' 30" Vest. 157.83 feet to the beginning of a curve to the right having a radius of 225 feet and a central angle of 760 04' 53"; thence along the arc 'of said curve. 298.77 feet to the end of curve; thence North 340 34' 23" East. 35.27 feet to the beginning of a curve to the left having a radius of 250 feet and a central °ogle of 2 end of cu i 15 00 thence along the arc of said curve. 118.90 feet to the • thence North 070 19' 23" East. 344.93 feet to the beginning of a Burn to the left having a radius of 200 feet ands central angle of 180 26' 52"; thence along the are of said curve. 64.39 feet -o the end of curve and the end of said center- line. ALSO TOCLnfER VITT AND RZSF.RVINC TIEREFRON a 60 foot right of way for road and public utilities lying 30 feet on each side of the following described centerline: BECINNIVC at a point in the centerline of the Swede's Flat Road. from which point the Southee-t corner of Section 4. Township Ie North. Rance 5 East. M-D.R. 4 M., be South 580 24' 26" East. 3545.86 feet. said point being the true point oEi beglnnor% for the hereto described eenteTllne; thence North 36° 5R' 49" East. 511.13 feet to the beginning of a curve to the left having a radius of 250 feet and a central angle of 440 56' 3611; thence alone: the arc of said curve a distance of 196.10 feet to the end of curve; thence North 070 57' 49" Vest. 338.85 feet to the beginning Of.a curve to the right -having a radius of 1000 feet and a central angle of 100 52' 02"; thence along the arc of said curve. 189.67 feet to the end of curve; thence North 020 54. 13" East a distance of 74.60 feet to the beginning of a curve to the right having a radius of 650 feet and a central angle of 320 29' 58"; thence along said curve an are distance of 368.69 feet to the end of curve; thence Nnrth 35° 24' 11" East. a distance of 49.05 feet to the beginning of a curve to the left having a radius of 175 feet and a central angle of 990 32' 12"; thence along said curve. an arc distance of 304.02 feet to the end of curve; thence t:nrth 640 08' 01" West to a point in the Nnrth-South centerline of said Section 4. end of description. Dared —De -c mb.Et15,-mA Warren Byers NATE Or CALIrORNIA COUNTY Or_Dutte._ }« b,r,„ n. Jertuery 6�_ 1975 — 11, � • .;Tn••1, . Na.' P.hB& 1. ..a l..;1 %..re, P -411T .ppe.reA __Warren. 8 cera r h. the P--.h-....r :t9 ..Ir.r.;l.d .. rh. rilh;n OFFICIAL TIAL Inver...« ..a «Ln..l d, d Ih.l— h�,he R1 )Air: K S ULE WITNESS w,I h.nd..d .a ur vel. NOTARY R7aK • CALIfO&RA w hunt couNry T1 V-4 —_ _ Jack_E.,_ Stelle Tide fled- tin.. ___•-••-_—' Fxr..w .rr l.un Kn.__------ MAIL TAX STATEMENTS AS DIRECTED ASOV( m N LOERKE INSULATION CO., INC. INSULATION GER11FIGATE )ESCRIPTION OF INSTALLATION 1. ROOF, MakWW •. Thickness (inches) ?, CEILING Batt or Blanket Type-1bs[glass Batts Brand Name Thermal Resistance (R Value) Brand Name Johns Manville Thickness (inches) I S. 00" Thermal Resistance (R -Value) R 38 . Loose Fin Type Fiberglass Brand Name Johns Manville Contradods min. installed weight/ft sq.0 - (i 16' Ib. MMnlmum Thickness 15.7S" Inches. Manufactur+ees installed weight per square foot to achieve Thermal Resistance (R Value) 12 3 8 3. EXTERIOR WALL . Material _Blass Batts Brand Name Johns Manvilla Thiclmess (inches.3.5-44140,5-11 Thermal Resistance (R -Value) (Z 13 I C RAISED FLOOR f' Material Moulins Brand Name Johns Mani [a Thickness (inches) _ Thermal Resistance (R Value) r t 5. SLAB FLOOR / PERIMETER~` Material Perimeter insulation Depth (Inches)-- 3. inches)- 3. FOUNDATION WALL Material DECLARATION Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance (R -Value) cerft that the above insulation was installed in the bum the above in conformance wfthh�current E= drj& r�esi lial b�ri din `s 24 Part 6, California Code of Regulations) as on the cafe , oompl ilce, where p Mica le.' O 5050 LOERKE INSULATION CO., INC. General Contractor for (Co. Marne) Or Owner OR m Signature, Dale t r General onttractor (Co Name) Ore Owner Instalikv "General ontractor (Co. Name) owner ) Orner CERT OF CONFORMANCE /HE UNDERSIGNED MA NUFA C T URER HEREB Y CER TIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, , truc raI Glgd Laminated Timber, and that such manufacture has been at our plant in w�ss ome, , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: Keller Lumber Sales for Stock JOB LOCATION: Redding, CA CUSTOMER'S ORDER NO. ' "4 16740 DATE 12-14-07 MFGR'S ORDER NO SIGNATURE 24F -V4, WP Glue. Ind. Ann.. Load 3264-A COMPANY American Laminators, Inc. TITLE Quality Control ADDRESS POB 99, Swisshome, OR DATE 12-22-87 AITC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of productswhich comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 4: �,. �' A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION @ 1983 AMERICAN INSTITUTE OF TIMOER CONSTRUCTION RESPONSE TO PLAN CHECK Project: )espersen Residence Swedes Flat Rd Forbestown, CA APN: 028-370-015 Building Permit Number: 02-1609 Structural Comments: 1) See attached revised calcs 2) Connection detailed see page 6 of plans 3) Detail revised on page 2 of plans to show added #4 at 24" O.C. connecting the two pours 4) See page 6 of plans 5) See page 7 for reprinted Drag Schedule PROJECT PAGE / —�—�� VERTECH ENGINEERING PAGE p� ENGINEER . AJ- DATE U OZ DESIGN OF Res Se, +0 1 -k --m 1 A L - 1 O 1/2-% r 2BIlc1b M = -41--1 �4 =l� S Va x C) 244-- \1 4 U 1, a Beam Design Program VerTech Engineering Project: Jespersen Residence Location: Response to Plan Check - Item 1 XP 5.25 ft Beam E 1800000 psi P 311 in^4 Seg Loc Stp 1 ft 1!U[ Date: 8/22/02 WU Lmain Lcant V R1 R2 'r LMAIN 10.5 ft ❑ Apply Special Seismic Load Cases? DL RLL Wu (psf) 16 0 Wt (psf) 0 0 P (lb) 1800 0 AL2p 7.5 ft Section Loc 5.25 ft Beam E 1800000 psi Beam 1 311 in^4 Seg Loc Stp 1 ft Size IT Step 0.5 in Deflection Live Load Total Load Limit (L/ ) 360 240 Unbr. Len 4 ft Beam Width 5.125 in Beam Height 9 in 24F -V4 Glu -Lam CO 1.00 CM 1.00 Ct 1.00 CL 0.99 CF 1.00 Cv 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 1244 psi Fb' 2386 psi TL Defl 0.24 in Allowable 0.53 in LCANTILEVER ❑ Graph Values? FLL SL 0 37 0 0 0 0 Oft ❑ Beam Shear at d from face? M WL Trib Width 0 0 5.5 ft 0 0 0 ft 0 0 Active Section Location LL Defl (in) -0.10 Envelope Max Min M (ft-lbf) 6717 3521 V (lbf) 514 -463 Defl (in) -0.13 -0.24 R1 (Ibf) 2045 879 R2 (Ibf) 2816 1573 Cant' Defl (in) 0.00 0.00 LL Defl (in) -0.10 Envelope Notes: None Fv Max Min M (ft-lbf) 7171 0 V (lbf) 2045 -2670 Defl (in) 0.00 -0.24 LL Defl (in) 0.00 -0.10 Notes: None Fv 66 psi Fv' 190 psi LL Defl 0.10 in Allowable 0.35 in Check Beam Size Beam Z RESPONSE TO PLAN CHECK Project:'espersen Residence Swedes Flat Rd Forbestown, CA APN: 028-370-015 Building Permit Number: 02-1609 Structural Comments: 1) See attached revised calcs 2) Connection detailed see page 6 of plans 3) Detail revised on page 2 of plans to show added #4 at 24" O.C. connecting the two pours 4) See page 6 of plans 5) See page 7 for reprinted Drag Schedule 6,M)6L., PROJECT SeS��J(SeYI ENGINEER DESIGN OF Res oc tERTECHENGINEERING se, +0 Z -I e rnn 1 PAGE / DATE V OZ L =10 1/2 ps . 204 S Ib 2 �1 lc16 s `/S x 2,A -F- v 4 U a . • i Z Beam Design Program VerTech Engineering Project: Jespersen Residence Location: Response to Plan Check - Item 1 XP 5.25 ft Min Beam E P 3521 Beam 1 311 in^4 W[ V� Date: 8/22/02 Wu �. Lmaln Lcant I� R1 R2 "r LMAIN 10.5 ft ❑ Apply Special Seismic Load Cases? DL RLL Wu (psf) 16 0 Wt (psf) 0 0 P (lb) 1800 0 at XE 7.5 ft LCANTILEVER ❑ Graph Values? FLL SL 0 37 0 0 0 0 Section Loc 5.25 ft Min Beam E 1800000 psi 3521 Beam 1 311 in^4 463 Seg Loc Stp 1 ft -0.24 Size IT Step 0.5 in 879 Deflection Live Load Total Load 1573 Limit (U) 360 240 0.00 Unbr. Len 4 ft Beam Width 5.125 in Beam Height 9 in 24F -V4 Glu -Lam CD 1.00 CM 1.00 Ct 1.00 CL 0.99 CF 1.00 CV 1.00 Cfu 1.00 Ci 1.00 Cr 1.00 Cc 1.00 Cf 1.00 CH 1.00 Fb 1244 psi Fv FU 2386 psi FV TL DO 0.24 in LL DO Allowable 0.53 in Allowable Oft ❑ Beam Shear at d from face? EAG WL Trib Width 0 0 5.5 ft 0 0 0 ft 0 0 Active Section Location LL DO (in) -0.10 Envelope Max Min M (ft-lbf) 6717 3521 V (lbf) 514 463 DO (in) -0.13 -0.24 R1 (lbf l 2045 879 R2 (lbf) 2816 1573 Cant' Den (in) 0.00 0.00 LL DO (in) -0.10 Envelope Notes: None 66 psi 190 psi 0.10 in 0.35 in Check Beam Size Beam Max Min M (ft-lbf) 7171 0 V (lbf) 2045 -2670 Defl (in) 0.00 -0.24 LL DO (in) 0.00 -0.10 Notes: None 66 psi 190 psi 0.10 in 0.35 in Check Beam Size Beam