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056-360-032
NOTES .` / RESIDENTIAL 6,_�. 056-360-032 03-0697 / PERMIT NO. ; CULP FAMILY -TRUST, , C:c►:�={ i�l'I"►� %?FOREST t RANCH NEW SINGLE FAMILY ti 1 Q-16-63 r 4- to bLu/v- 2 -a3 C) } L13 q SPECIAL CONDITIONS CHECKED BY OFFICE COPY - Address i / 2 1 -GAS 6, Meter By ELECTRIC Meter Date 9se fl cv JOBFINALED (Date) i ; Signature n ` FPCD CERTIFICATE REQ. } ✓ IRE SPRINKLERS REQ. �" F f�5A`.�° t� SPECIAL INSPECTION ITEMS . VERIFY 4 USE PERMIT CONDITIONS ' SUB -STANDARD HOUSING LETTER OFFICE COPY - Address i / 2 1 -GAS 6, Meter By ELECTRIC Meter Date 9se fl cv JOBFINALED (Date) i ; Signature 4 O 0 Not OK . = NotReadyable 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-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Water; MH Test -Regulator -Connector 7. 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 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected ., 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 Date Card B-1 I Date Card 6-1 Date Card B-1 14 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- Beams- Rftrs-Connectors, Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-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 POOLS (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 -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card 6-1 Date Card B-1 I Date Card 6-1 Date Card B-1 14 1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 4e'%, PoAoWs & Decks; So 146th Jq P' Ftg. Depth rw STemwalls, Main; Steel-Blockouts-Wrapped ' 4 8r 21d Downs and Special Anchors •Date . Slab, Steel -Wrapped Ca B-1 Date Card B-1 8. P s -Fire lace Ft .-Steel 2 i ture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled " .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test ex Installed Close to Edge of Xuds & C.J. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Card B-1 Date Card B-1 11. Water Pipe; Test -Anchors -Regulator -Service Test 30. 12. Electric Underground Range Circle/ /g r AI -Oven Circ. / /ga Cu or Al Insulated Neutral Imes O No 13. Plenums & Ducts; Clearance -Material -Support -Ins. A.C. Ducts Insulation•& Support 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Vent Fan, Exhaust above insulation 15. Access & Ventilation ndensate Drain& Ov Size &'Grade . 16. Insulation n02!ace-Vent Access- om it -Return Air Vent 115 Outlet 3 u,, Wag, W Date ,0 5 Card B-1 .' . Dat6 Card B -1 - Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s FRA N (Permit) OK except #'s 1 17. Water Htr.; Vent -Access -Combustion Air Baffle . 18. Wa!ff Pipe; Test & Anchor -Nail Protection 0 19. V; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Se nd Floor -Tub Access 22. Qas Pipe; Sixe & An ors , , ' 4 v • r •Date Card B-1 Date Card`8-1 - Date Ca B-1 Date Card B-1 • -:'Date EL TRICAL (Permit) OK except #'s 2 i ture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled " 2 ex Installed Close to Edge of Xuds & C.J. 2 quip. Ground made up w/MecVasteners-BongAas & k4ter Card B-1 Date Card B-1 2 liance Circuits in Kitchen & Conductor Size GFI 30. bleed Wire Size/ LaaCu or AI- ire Size/ y,5/gKGAr At 31. Range Circle/ /g r AI -Oven Circ. / /ga Cu or Al Insulated Neutral Imes O No 32. Service -Riser Conductors & Ground Main Disconnect ' 4 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date l Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC NICAL (Permit) OK except #'s 3 A.C. Ducts Insulation•& Support 37. Vent Fan, Exhaust above insulation ndensate Drain& Ov Size &'Grade . n02!ace-Vent Access- om it -Return Air Vent 115 Outlet ` r4V Attic Access & P atform,if Furnace in Attic ` Date r'r Card B-1 Date Card B -1 - Date Car B-1 Date Card B-1 Date FRA N (Permit) OK except #'s 1 %Kproper Materials & Anchors 42 s Studs -Nailing Spacing & Braces -Plates -Sound s•` I 431 aring Walls over Girders &Floor Nailing 44 raft Stop in Walls (rat proof) +` y 4 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46 Headers & Beams -Size`.& Bearing Date 4 I' .;Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shtin - tng. ,c7 ire ace Ties or Type A Flue -Fireplace Throat . ar Ic Access; Size & Romex Protection -Draft Stop -Ins. Baff _ Stdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52' Garage Fire Protection Framing -RC Channel C, 17LAI 5 erty Line Firewall & Openings 5,4 -."Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits VINMR—irs* Width -Headroom -Rise -Run -Landing -Fire Protection 55,-IPlywood on Roof Overhang -Attic Vents -Rafter Outriggers._ 5 . ding -Nailing Veneer h -Drip Screed -Fd. Vents-Underflr. Access G g Area -Glass P c ' - kylights-Plastic G' OeShear Walls; N g- s BSAce Interior/Exterior Wall Panels Date I/v/ t -j Card B-1 ^/ Date Card B-1 Date ( Car B-1 Date Card B-1 Date FIN (P ns) OK except #'s Wt. Steps -Door & Sidelight Protection -Landings 6VXoke Detector Furnace Vents -clearance -Comb, Air -Connector - IR Garage; Above Floor-Ducts-Mech. Protection �8 ..I. & Bath Fixtures & Tub Access -Spa e . Trim & Subpanel, Breaker Sizes & Labels rs & Rails replace or Stove, Clearance -Hearth jec. Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter arage Fire Door; Swing -Landing -Closure Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. jr�Garage; Above Floor-Mech. Protection Ib.; Elec. & Mech. Equip. Listed for Location get. Receptacles in Garage (F. F.I.)-Romex Protection Insulation -Foam -Looked in Attic -8+- Guard Rails & Deck Construction -Post Caps .82- Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ P)22rance Looked under Floor 0 Yes &.��Fqflowing Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84,." -Stucco Brown -Finish 8b-_A�E. Unit Disconnect, Electrical -Plumbing . lwlY is Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Vater Well, Disconnect, Electrical, Plumbing Wtoerior Elec. Trim, G.F.I. Receptacle -Underground Ventilation Throughout House ss Protection rections from Previous Inspections s Test -Meters Tagged, Gas -Electric W ler & Sewer Connected -C/0 to Grade -HD Approval y Compliance Certificate -Other Certificates 9 ddress Posted ire Sprinkler " Dat Card B-1 Date Card B-1 Date M,Qq Card B-1 jj Date Card B-1 Date- - Card B-1 Date Card B-1 Comments at Final: INTER-DEPARTMENTAL, MEMORANDUM TO: BUILDING DMSION, OROVILLE r FROM: ENVIR HEALTH, CHICO DATE: RELEASEE ENV. HEAT TH HOLD ON BUILDING FINAL FOR: OWNER NAME: ( Ui l/ SEPTIC: �— WELL: AP#: eSYP -36o - D.3a ADDRESS/LOCATION: Comments: uumemovmleasebold - -- INSULATION CERTIFICATE Job Number: 3518. Dave Culp 4921 Contentment, Forest Ranch, CA Contractor/Owner Name Job Address (street, city, state) Butte County Subdivision Name Lot Number DESCRIPTION 1. ROOF Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 2. CEILING Batt or Blanket Type: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 12 Thermal Resistance (R -Value): 38 Loose Fill Type: Fiberglass Brand Name: Johns Manville/Knauf Minimum Installed Weight/ft .642 lb Minimum Thickness: 22.9 inches Installed weight per square foot tol-chieve-Thermal Resistance (R -Value) of: 38 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 6.25 Thermal Resistance (R -Value): 19 B. Exterior Foam Sheathing Material: Brand Name: Thickness (inches):: Thermal Resistance (R -Value): 4. RAISED FLOOR Material:• Fiberglass Brand Name: JohnsManville/Knauf Thickness (inches): Thermal Resistance (R -Value): 5. SLAB FLOOR/PERIMETER Alaterial• Th eJciiess (inches): qPeifmeter Insulation Depth: 6. 1 FOUNDATION WALL Material: Thickness (inches): Brand Name: Thermal Resistance (R -Value): Brand Name: - Thermal Resistance (R -Value): ' DECLARATION 'T I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Enerfftdency Standards for residential buildings (Title 24, Part 6, California Code of Re ations) i ' dicated o thCertificate of Compliance, where applicable. 2 and 3 !'l l/ D� Chico Insulation Item Number's 4agnatureaWd Date y I Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner 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 %4 CORRECTION NOTICE 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 complet d. If you have any questions pertaining to this matter, or need additional explanation, plea contact thuoffice immediately. In REV 10/92 -' r.�,� . c •_.-i-"�`v��....-i...-.. "�'Yy �.. � �ry.t: . .'.fr'- - r'- ' ,(-r.-✓-�v-..-... ... . _ -.. -r .. - ... d �+ • 3 / - - - 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 OWNEW PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above dress and should be..c.orrected:3.Please notice this office when correction of work is comp) ted. If.you have any questions pertaining to this matter, or need additional explanation, plea contact this office immediately. ; .t, Al!':ZL 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 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. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Y Date !� ' O3 Inspector REV 10/92 4, COUNTY OF BUTTE BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-27511; 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 7 _=746. OWNER 'FERMI A routine inspection indicates that the following violations of butte county Ordinances exist at the above'dress and should be corrected. Please notice this office when correction of work is p I Pted. you have any questioA�_ pertaining to this matter, or need additional explanation, comp contact. this officei immediately. -ZI 0 EAJA c), C- A LA e - C3 t -J Date t -inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION * 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7� (Rev.12/9Q . APPLICATION AND PERMIT ASSESSORPARCELNNj/B�Q-032 056- ZONING -1 TM BUILDINGPERMIT ' OWNER - Culp Far-, 14 ly Trust 560 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS ?0 Sox 296 Fore R ��q oa R 90,123.00 CONTRACTOR'S NAME owner TELEPHONE 72.00 131 C 1,703.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER [Fireplace wood stove LENDER'S MAILING ADDRESS Total Valuation $102 041.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 650.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 422.50 '"L T Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1115 50 LAT NO. SUBDNLSIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF E)t Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 55.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 1 5.00 15.00 TYPE OF WORK New )( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 3hc': wi th garaaop Gas piping stem 1 - 5 outlets 15.00 15.00 Building sewer 15-0015.00 Mobile Home I S I G I W 920.00 PERMIT FEE S136.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service q OR LESS 23.00 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 in full force and effect. Q License Class [� Lic. No. 640 ( 80 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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 200A TO 1000A 46.00NEW CONST. DWEl11NG OCCUP. OR ADDNS. ( a ACC. BLD S. SO 3.50E -r. 3 5 3 NO t-gESID. ' MULTI.OUTLET @G 7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDnURES 20 @ 1'50 aAL @ .so Ex. Occup.O�EL AMD°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 19 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' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 19-00 Coolinga 9-00 Hood 6.50 Ventilation 2 4.50 ti. PERMIT FEI_ S 65.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to 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 rovisi S. X Date 3/ / I D'� Signature of Applicant - Owne Contractor ❑ Agen 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 J$46.00 R_J� U cg�s;T. n� OTAL FEE $ 148,1. ,351 HAZ. D. FE IMP CD p H ISS This permit is hereby issued under of the a County ode and/or indi ed or iclrfees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. /� r ? pa vJ D O � Q Det Receipt No. L WHITE-D.D.S.-B.D. CAN R PINK -INSPECTOR GOLDEN D -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: U(, P �� � � � � 62t/1/ASSESSOR PARCEL NUMBER 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. *1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 4169. Complete plans, 3 or 4 sets, signed by the preparer of the plans. W. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. N4. Engineered truss details and layouts in duplicate. No faxes! AVS. 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 -signed by the engineer. ;,t' 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 Hazardou /atmos FOrM� ................................................................... I 1 Other N Rema'ims needed to issue the permit. (May require additional plan review upon receipt of the following items. 4. s as shown on the attached Schedule of Fees Due Sheet .................... ` ❑ . Statement of Intent for Non -heated and A/C Buildings ....................... 9 ..........yy 6. Sanitation and plot plan approval from the Environmental Health Department in F. �j�%t 3 ❑ ;ly' City of Chico Plumbing permit ............................ ..... 18. California Department of Forestry plan approval -6 aid. Sent by .................... ❑ 19. Planning approval for (A) Use: -lz3p K (B)Parking: (C) a cel 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 ................ ❑ 23. 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) ..................... 21. etter of Signature authorization.................................................................... 27. ecorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... X-& ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to oH.C.D. $ Other:issued Telephone and hold for pickup. ,1 I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: 3Z// O3 r 1. Index permit application for he above items numbered- % Plan Check Letter Additional items required W-1 V1 11_/ontractor, designer, owner, was advised of e above data by n phone, ❑ mail, ❑ ounter, by Date: Contractor, designer, ow r, as advised of the ab o a data by ❑ phone, ❑ mail, ❑ counter, b Date: Plans reviewed by: X0 Date: -Q� Plans approved by: Date: Structural reviewed by: Date: Structural approved by: � Date: O Note transfer by: Date: Yellow: Building ivision j •• E.N. USE ONLY Piot Plan AttecMd Floor Plan Attac�chaad/��_� Sana to 6.0 TO: Building Department FROM: Environmental Health - SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling..Other - A/y Final clearance O.K.' for: NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 p SC � LE(OF FEES DUE OWNER cl/ C l ��i �L !� UJ A.P. # (/7 y 761f' (ir7aZ PROPOSED BUILDING USE `�✓ DATE ' G� RECEIPT # DATE REC. �Kl UILDING PERMIT FEESalance Due ................... .. $dditional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ....$ CHOOL DISTRICT FEES 17�G� �' •��j (paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) '� Residential ...................... _t_x $360.00 = $ 3 Units Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) FEES (Battalion # I ) ng Division) 9. CSA -S7 -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 during the plan checking process. APPLICANT DATE —3/// D 3 Pursuant to Government Code 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) D JM 'y BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �/�%i )�/'� Building Department No. A.P. Number � Q 0' (Isniurisdiciion: City ®County Property Owner, Property Location/Ac Subdivision Lot No.�j ............................................................................................... i 0 Sq. Footage Residential Development No of Living Mob=11eHome Additiord 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation- ipspec(on) Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) 9�0.� Date Irioor rians reviewed oy scnooi uistnct District Identification No. 0 yn103 School District certifies that (Street Address) (Applicant) (Phone Number) (City) r (State) (Zip Code) / has complied with the requirements of Resolution No. gt7 / D by payment of $ 3 S % _• G G representing �Q square feet. AB2926 } $ - -• FULL MITIGATION j $ _9191&3 School District Representa' ive Date `' Paid by Check # Remarks: I 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.. f If, subsequent to the School District Representative signing this Butte'County Schools Impact Fee Certification Form,.the School District is i 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 (build-ing department), Pink (school district) feeform.xls 00/98)dmm National Pollutant Discharge Elimination S stem (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BNIPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BN2s, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and -evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: C) WN E-12— Date: 2Date: �/G . // 7-0-3 NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 11 -Aug -2003 2003-0053529 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: 15 C l= X H ( Fz, IT `\ /In\`k Date ':�F /// /6 --, PROPERTY OWNERS: PX/ 1'D L.. G U L 'F JA,.IE T C. GULff State of California ) County of jE3vT'TE ) On _ �� /, before me- personally appeared 'Dai.d L. fLi I p n nd -) o nga 0— Cu I P personally known to me (er-p fartnn eyidenra) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that )4/s�e/they executed the same in 15,ti�/Wl /their authorized capacity(ies), and that by /their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNE my hand and official seal. OFFICIAL SEAL g Si nature ' MISTE L. BOYER �: ti.• W- NOTARY PUBLIC . CALIFORN A.P. # 05-& - 3(o- c93 Z w COMMISSION # 1295512 ,LIF Pte' BUTTE COUNTY MY Commission Exp. February 27, 2005 moi' All. right, title and interest in and to all that certain real property located in the County ofButte, State of California and is more accurately described as follows: Parcels 1, 2 and 4, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County ofButte, State of California, on December 18, 1995, in Book . 139 of Maps, at page(s) 26, 27 and 28. Reserving therefrom a non-exclusive easement for ingress, egress and public utilities as shown on said Map. Parcel 2, as shown on that certain Parcel Map, recorded in the Office of the Recorder of the County ofButte, State ofCalifornia, in Book 79 ofMaps, at page(s) 28 and 29. Lin T5 n3 aj. Lin r 0 6-360-032. s';. 03-1807 ULP; DAVE �- CONTENTMENT.L,N, FOREST 'RANCH Cont: SIMPLEX GRINNELL• :. FIRE SPRINKLERS 131`03-0697` 0 f COUNTY OF BUTTE; iDE.PARTMENT OF DEVELOPMENT'SERVICES;-BIiJIL''D'ING DIVISION 7 County Center Drive-- Oroville, Califorhia 95965 le Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION ANDP`ERMIT ASSESSOR PARCEL NUMBER 056-360-032 Y 1 BUILDING PERMIT OWNER - � - Me�1 TELEPHONE `' SO.j FT.,J OCC. BUILDING VALUATION - . OWNERS'MiUUNG ADDRESS , % + 7 PO BO 2 RF 5 7- r% lIc Z i yup "• --' --- , CONTRACTOR'S NAM `' TELEPHONE - ' !' CONTRACTORS MAILING ADDRESS 46-50 RUO�T DR. M95835 CONSTRUCTION LEJ, A r - 1. LENDER'S MAILING ADDRESS ' -,� f Firepl._ace.» Toiii� Valuatlon-i `ISREHRECT 0'R ENGINEER LICENSE NO. r -.-s - "v+v f ,y� Filing Fee i ." Permit,=Fee,.; ,1j... �`Pran,Chectiin ARCHITECT 9A ENGINEERS MAILING ADDRYSS JJ ` BUILDING ADDRES N/J�" -7 JCY I F AEn ChFeeceki Fe PERMIT FEE s. Ina 11) j r LAT NO.63 SUBDIVISIONS NAMES 'Ila PARCEL.MAP f ' �. }... V ''PLUMBING, PERMIT/_�t ding ree'(20.0.0 �.'� 3�' USE OF STRUCTURE a SF'=Duplex -❑ Mobilehome ❑ Other I SPECIFY, .r ' �.. Each Trap -''a 7.00 Solar` or heat pump water heater 23.00 Wa er iping 15>00 Eac as water heater or vent 15.00>:, t. TYPE OF WORK r r ` N�eA diti ❑ Remodel ❑ Utilities ❑ Instillation ❑ Other L'I a w # j Des:Wcribe„ork: FIRE SPRI'� FOR I3P�.3-C9 97 f 3. ` •' ^ Gas I in stem 1 - 5 outlets 1.5?00 Bui�d1 sewer 15.00 MoyHome G ile HS W @20T00'" ` PERMIT FEE $ ECEeAICAL7 PERMIT Fling Fee 20.00 Mai ervice .OA OR LESS 23.00 1' « LICENSED (CONTRACTOR'S DEC RATION t I hereby affirm under penalty of` perjury,that I`am}license under provisionsi-of Chapter 9 (commencing with Section, 7000) of Diviaion,3 of the,Business and Professions Code, and,my license issin full force and effect. - , .. "-'- License ClassR ,% ,� ,f Lic. No. + 1 OWNER -BUILDER DECLARATION L j/ .- V - .. I hereby eirm Jnder,penalty of perjury ti lgt l am exempt from the'Contractors License Law forthe following reason: + t t 4 j -,� fI, as owner oemployees the proPe!% or my ployees with wages as their sole compensation, will,d",o the work, and the structure is not intended or offered for sale. ❑ as o — 1 wner,'of'`the property, am exclusively contracting with licensed contractors to construct the project.' ❑ -h;am exempt under Sec., Business and Professions Code for this -, reason ' _ ' WORKERS' COMPENSATION DECLARATION I hereby, affirm under.penalty of•perjury one of the following declarations: J❑ 1 have and will maintain a certificate of consent to self -insure for workers' fi compensation, as'p,ro`vided-,for by, section 3700 of the Labor Code, for the . �Performance,of the work forwhich this permit is issued. [I'141 ave and vvitl maintain workers' corrfpensation insurance, as required by Section 3700 of th!j6bor Code, for iir ePerformance of work for which this permit is issued. My workers' compensation insurance carrier and policy number ate: Carrier "�, �- Ma�erVlCe 200A TO 1000A 46.00 NEW _CO T. DWEILUNG OCCUP. so + OR ( 3.5QFT:., .x T_ MULACC. NEW CPNST. Ti ou�rLEr NONREsiD 97.50•• POWER APPARATUS , & SINGLE OUTLET CIR. OUTLET OR FIXTURES 0 @ 1.00 ,r•, z Occup. fi � FIXED APPLNS. OR '"'A'"' . Ex. Q�cu ounETs RM. EA 5.00 TeT9ry Service 23'001 Mobile Home Facilities 20:00: Miso. Wiring 23.00 P„ERMI:.FEE S MECHANICAL PERMIT + , Filing Fee 20.00 Heating, Coolini Mme. v Hood 6.50 VentllatiOn tx , %. /X PERMIT FEE $ Policy Number (T;Fie,abVe-sections need not be completed if the permit is for work of a valuation Z ,f onundred dollars ($100) -or Less.) 10 I certifythat 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'HAZ• compensation laws of�California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with, those provisions ^� / 11 r eAgeni Ignature of A'ppli aIn -� Owner I]iontractor An OSHA permit is retquir�6-1for' xcavatigns over 5'0” deep and demolition or construction of structuresv�ef 3 stories ir�heigh Mobil ^ome Installation Fee $ Ener 'Inspection Fee $ Dcc �^ CONST. TYPE TOTAL FEE $ 109.10 1_41 D. FEES IMP FLOOD CDF PARCEL PD HD Issu _ This permit is,hereby ssued under the applicable provisions I o1 the Butte cdunOlbbde and/or Resolutions to do work 'ndicated above fp`r whichfees have been paid. { Bpi CJDate PERMIT EXPIRES ON a �J� 7 Date Receipt No. �✓I I�:' i :� ',�1� WHITE-D.D.S.-B.D� CANARY -ASSESSOR - PINK -INSPECTOR GOLDENROD -APPLICANT r� Pi COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT d -3rao I ASSESSOR PARCEL NUMBER q 056-360-032 ZONING TM -1 BUILDING PERMIT OWNER CULP TELEPHONE 89 -5607 SO, FT. OCC. BUILDING VALUATION .OWNERS WAPIUADDRESs PO 6 FOREST RANCH, CA 99942-02 CONTRACTOR'S NAME SIMPLEX GRTNNUL TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ .00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRES Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing eel 20.00 USEOFSTRUCTURE SF q�YDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other NK Describe Work: FIRE SPRINKLERS F(1R RP#01— X697 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMITFiling Fee 20.00 Main Service a00v OR LESS 200A OR 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 in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby Oirm under penalty of perjury that I am exempt from the Contractors License Law fo a 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 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BUDS. SO 3.5QFT. PgµR6ID." MULTI.,,CU @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR Fix URES 00 B20 QI.So Ex. Occup. ovnEEDTsA'.ID.DeA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I 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' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation /of one hundred dollars ($100) or less.) IZI 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 wi thq e p io / _ ! _ gnatare of Applicant - Owner❑ ontractor Agent An OSHA permit is requirk1for 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 $ 1�9.1� HAZ. ).FEES IMP FLDOD CDF PARCEL pD HD ISS This permit is hereby issued under of the tte Coun Code and/or Indic ed a v for hich fees have B4AJ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 8 A-5 Da dy// Date Receipt No. 7 WHITE-D.D.S.-B.D. CANARY -ASS S R PINK -INSPECTOR GOLDENROD -APPLICANT Y, .., 1- -q r r •. -r, . . .. ► T -, T- . �r T'Tr,w� -rA•c -v-vww . w'ly I-.. -�7 -3 - / V r( COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION r� r�7 7 County Center Drive, Oroville, CA -95965 Phone (530)538-7541 Fax (530)538-2140 7 '•'_ PERMIT APPLICATION DATA SHEET r Ile OWNER: ASSESSOR PARCEL NUMBER( Proposed Building Use�V�S, Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. :--1.. Plot plans, S or 4 sets, signedAy the preparer of the plans. :r. 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. I ❑ 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 -signed by 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.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel 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 ................ ❑ 23. 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.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone '3'00 7 and hold for pickup. I have been informed of the above items and re 'rem is for obtaining a building permit ccant: Datt 67 h? 1. Index permit application for the above items numbered: ; Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ _ Contractor, designer, owner, was advised of the above data by ❑ phone,: ❑ mail, ❑ .counter Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved.by. Date: Note transfer by: Date: YPAInw. Ruildino N) is n PROJECT PROCESSING RECORD Applicant: Owner: A.P. #: -�5� ' _ O 3 Z Permit #: Work Description: Date Description of Step or Status 17 • TO LARRY PAINTER REI W M CHICO ER 2 SITE PLAN REVIEW APPLICATION Date:_ ) (1 AP# zu, " _-�_)k o Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: O L A C Owners Name: 'l 1 A Ll L4 Owners Address: PL .j, aq Telephone No.: SL) I — S (o C) Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel FfD ECSC U E trio, ❑ Commercial Remodel ❑ Industrial Remodel IS Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (Foe Staff Use) ❑ Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval 91 Site Plan Stamped Approved - By Date �Z-- Li d Pagel of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ® Snow Load Area: .2-t5OrG T"D O'SrO — T • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attac ed) • Flood Zone: • Flood Panel No.: -022t5 (7_ Index Date: 6' C5 ` 9� ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------ ----_______---------------------- ----------------------------__— ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: T tin- 1 p r2. C>-tt Z y 3 t-( Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front C> cl L Side Side Street Rear �r > Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 n Applicable Developiment Fees: Standard Fees Amount Formula • ❑ Fire X School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ® Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By • ❑ Deeds: is Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a 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 Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: ❑ Use Permit/Minor Use Permit Permit Number: 1 Book: 1 Page: 2 • Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions . Comply with the following Conditions of Approval: AT- / q c i cl' > ® Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P must be prepared by a registered civil engineer or other qualified ' professional and go submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for S T -Q f s P C—O} e� A 1N-c-�N �N L. - Page 4 of 5 VerticalTechnology o E.� Engineering o® , 383 Rio Lindo Ave Suite 200, Chico, CA 95926 Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@cs.com Strui(Aural Calculations Client: Dave Cu Project: Culp REsidence Location: Contentment Lane, Forest Ranch, CA 3 I _ — BUTTE COUNTY L �yjL i. t'. �•: Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or :system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. �='/ L -EF VERTECH ENGINEERING PROJECT: 7/22/02 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. I) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %* J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 2 VERTECH ENGINEERING PROJECT: 7/22/02 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2" X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTECH ENGINEERING PROJECT: 7/22/02 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBG REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 . CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 55 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT Cu IS_ VERTECH ENGINEERING PAGE 4 ENGINEER AJ� DATE 02 DESIGN OF Gencra I Load Ply tra.�nr, i r� r)!9 "c 1 oa"T} On ee.► I. n 9 .vy, Is c, 2.s PS4,- 2,S S 9 2.5 2.S ICoPs;, I 2.s PS4,- 2,S S 9 2.5 2.S ICoPs;, PROJECT C vl I Q ENGINEER A V DESIGN OF Lcx4 ra I VERTECH ENGINEERING L inc-, La�oLk+ PAG E DATE O ' r . I , f ' r { , f i P. 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Culp Residence Date: 7/16/2002 Comments: Wind Speed: 75 mph Exposure: B 21 One Story or Partially Enclosed Multi-StoryStructure Primary Frame Method A Windward Wall Importance: Elevation 15 7.2 1 Elevation 20 7.8 Elevation 25 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof Leeward or Flat Roof -10.8 -11.6 -12.5 Windward Roof Slope <2:12 -10.8 -11.6 -12.5 2:12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 3.T- 9:12 to 12:12 3.6 3.9 4.2 >12:12 _ 6.3 6.8 7.3 Wind Parallel to Ridge -10.8 -11.6 -12.5 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -10.8 -11.6 -12.5 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls _ -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2:12 to 7:12_ -14.3 7.2 -15.5 7.8 -16.7 8.5- >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 4 1997 UBC Static Seismic Forces VerTech Engineering Project: Culp Residence Comments: Date: 7/16/2002 Units: Kips & Feet (UNO) Zone = 3 EQ: Soil type = Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 10 HEIGHT TO ROOF) Ct c 1 =.020 FOR ALL OTHERS TA = Ct(hn)" Max TB = 1.4'TA VEQ = (CVI`W)/(R'T) Ft = 0.07'T'V (If T<.7, Ft=O) T T = 0.1 2 —0.112 CAIRT = 0.8730 0.8766 VEQ = 86.1 86 MIN V MAX V EQ: 11 -Ca` 2.5 Ca /R VM: 0.0396 0.1636 V: Ft = 0.00 MIN V MAX V USE 11 -Ca` 2.5 Ca /R 16.1 0.0396 0.1636 3.9 16.1 I vo.o I yuo �������oo■ � � �■moo■ I vo.o I yuo PROJECT " 1 S2 ENGINEER AS DESIGN OF LGAcx-Ct I VERTECH ENGINEERING Load peel rnetn 4 PAGE b DATE A - ..C1�- •'IO'��12.CoPs�� -� 21421b 2- 57. C ► t l'o' 10-2. c0 ,10, P 4-72516 „ its S ei1 �YYI i CJ rl 2 c� loo C© N V. -rn w s "112+ z: Imo' 100 v�; --d ► 323 ► b 4C0004-1 b 4351 I6 5s(0--5 16 PROJECT. CAA t ENGINEER AT VERTECH ENGINEERING DESIGN OF La ro) Loa<4 'CtvO PAGE DATE PROJECT /� VERTECH ENGINEERING ENGINEER DESIGN OF LaArzx-a I Load S j rnrnar PAGE 10 DATE LJ cow -}-..r. a 1 22 ,I12. LG+cro I Lcood To,b l c� �- ori o6) s m�r�C�6) C3 13� Co : 323 Cl. ._ :.__ 2 ► 42 . _. 4� Co 4 . PAGE 10 DATE LJ cow -}-..r. a 1 22 ,I12. Shear Wall Design Program VerTech Structural Engineering Project: Culp Residence Date: 7/16/02 Location: Typ SW Units (UNO): lbs, in Panel Thickness 3/8 Panel Orientation Short Dimension Amoss Studs • Nail Type 8d • Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.49 Panel Gradec-D, C -C, UBC 21-2, UBC 23-3 Sill Plate Grade Hem -Fir AB in 2X Sill 570 AB in 3X Sill 700 Split Anchorage Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening AB Spacing (ft) Load Fastener Cond A Cond B Fastener Cond A Cond B 2X Sill 3X Sill 6 220 2 8.4 0 8 24.5 0 3.45 4.23 4 320 2 5.8 0 8 16.9 0 2.37 2.91 3 410 2 4.5 0 8 13.2 0 0.92 2.27 2 530 2 3.5 0 8 10.2 0 0.72 1.76 44 640 4 4.2 Note 2 8 8.4 Note 2 NG 1.45 33 820 4 3.3 Note 2 9 5.3 Note 2 NG 1.14 22 1060 4 2.6 Note 2 9 4.1 Note 2 NG 0.88 1. Use 3X framing and stagger nailing where panel edges on both sides fall on same member. 2. Condition B fastening is the same as for single sided shear wall with same edge nailing III VerTech Engineering Project: C_ u I P Engineer: IAT Design of: Shear Walls Framing Page: Date: bZ Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail WallII bs) (M Sftl tm in A 5513 28 28 28 197 6" B 1386 5.5 5.5 5.5 252 4" C 4664 20 20 20 233 4" 1 4725 20 20 20 236 4" 2 6804 23 23 23 296 4" 3 1586 6 6 6 264 4" VerTech Engineering Project: C44.1 o Engineer: —I AJ - Design of : Shear Walls Stability Page: Date: Overturning . Overall Resistive Gravily OT OT Righting Net Length Length Load Height Moment Moment . M/D Wall (ft) Ib/ft (ft) (ft4b) (ft -lb) (lb) l -S ?410& 4"t p0z Po 07, 400 8 125202.291 51200 J_-1305 1 l -S ?410& 4"t p0z Po 07, NO Design of : Shear Walls Stability Segment Segment OT Righting Net Length Height MMT MMT M/D Wall .(ft) Lft) (ft -Ib) (ft -Ib) (lb) A 12 8 18902 1 28800 -585 B 0 0 0 0 C 0 0 0 0 1 0 0 0 0 2 12 8 28399 10800 1557 3 1 0 0 0 0 PROJECT Cu-{' VERTECH ENGINEERING PAGE ( S ENGINEER AV DATE DESIGN OF &fcA\t J Lo, C3 PROJECT r VERTECH ENGINEERING PAGE I ENGINEER At DATE DESIGN OF47 Grav i C bedrn s n fv 0 16 1 ib 7=13C�I..x 1010 1b-iIr-�2 .PSL. . .,.-. 2 - En -E rc.?v-)cC-iCk L 1C) wof �roo� Beam Sizer Design Program Project: Culp Residence Location: B1 Slope of roof Dead Load 6 :12 Live Load Width 5.25 in TULL Defl. Criteria (U) Length of Beam Round Member Width tributary to beam: Unbraced Length - Q Horiz. Member Co 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 65592 RB= 3.7 Total Uniform Load 46 in^3 Mmax 1 Req'd Vmax 1.00 EI Req'd LL Deflection VerTech Engineering Date: 7/16/2002 1.00 le= 4.1 Fb*= 2900 1385 plf 11079 ft -Ib 5540 Ib ❑ Shear at d from face? 361 *10^6 #-in^2 iq ❑ Valley Beam 6 :12 Select Beam Width 5.25 in 16 psf Round Member 55 psf PSL❑ - Q Horiz. Member 240 360 Fb' 2893 psi 8 ft Fv' 290 psi 19 ft 2 ft Height Required 7.4 in 1.00 A Req'd 29 in^2 1.00 S Req'd 46 in^3 1.00 1 Req'd 160 in^4 1.00 Controlling Design LL Deflection 1.00 le= 4.1 Fb*= 2900 1385 plf 11079 ft -Ib 5540 Ib ❑ Shear at d from face? 361 *10^6 #-in^2 iq Beam Sizer Design Program VerTech Engineering Project: Culp Residence Location: B2 Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.99 Fbe= 8981 RB= 8.8 Total Uniform Load Mmax Vmax EI Req'd Date: 7/16/2002 ❑ Valley Beam 6 :12 Select Beam Width 1.5 in 8 psf ❑ Round Member 55 psf DF -L #2 Dimensional ❑ Horiz. Member 240 360 Fb' 1232 psi 9 ft Fv' 95 psi 2 ft 1 ft Height Required 7.1 in 1.20 A Req'd 9 in^2 1.00 S Req'd 13 in^3 1.00 1 Req'd 33 in^4 1.15 Controlling Design Bending 1.00 le= 2.1 Fb`= 1242 128 plf 1295 ft -Ib 575 Ib ❑ Shear at d from face? 68 '1016 #-in^2 iq Beam Sizer Design Program VerTech Engineering Project: Culp Residence Date: 7/16/2002 Location: B3 ❑ Valley Beam Slope of roof 6 :12 Select Beam Width' 5.5 in Dead Load 16 psfDFL ❑Round Member Live Load 55 psf #2 - R] Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 875 psi Length of Beam 4 ft Fv' 85 psi Width tributary to beam: 9 ft Unbraced Length 2 ft Height Required 4.4 in CID 1.00 CF 1.00 A Req'd 23 in^2 CM 1.00 Cv 1.00 S Req'd 18 in^3 Ct 1.00 Cfu 1.00 1 Req'd 15 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 78613 le= 4.1 RB= 2.7 Fb'= 875 Total Uniform Load 656 plf Mmax 1312 ft -Ib Vmax 1312 Ib ❑ Shear at d from face? EI Req'd 21 '10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Culp Residence Location: B4 Slope of roof Dead Load 6 :12 Live Load 3.5 in TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length 55 psf CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.90 Fbe= 3774 le= RB= 15.2 Fb'= Total Uniform Load A Req'd Mmax 1.00 Vmax 21 in^3 EI Req'd 1 Req'd Date: 7/16/2002 ❑ Valley Beam 6 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 55 psf PSL I - Honz. Member 240 360 Fb' 2608 psi 16 ft Fv' 290 psi . 2 f 16 ft Height Required 8.0 in 1.00 A Req'd 6 in^2 1.00 S Req'd 21 in^3 1.00 1 Req'd 134 in^4 1.00 Controlling Design LL Deflection 1.00 29.4 2900 146 plf 4665 ft -Ib 1166 Ib ❑ Shear at d from face? 304 '10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Culp Residence Location: Typical 3'-0" Header Slope of roof Dead Load Live Load TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 CV Ct. 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 64332 RB= 3.3 Total Uniform Load Mmax Vmax EI.Req'd Date: 7/16/2002 1.00 le= 4.1 Fb'= 1350 1385 plf 1558 ft -Ib 2077 Ib ❑ Shear at d from face? 19 •10^6 #-in^2 21 ❑ Valley Beam 6 :12 Select Beam Width 5.5 in 16 psf ❑ Round Member 55 psf DF -L #1 - Q Horiz. Member 240 360 Fb' 1349 psi 3 ft Fv' 85 psi 19 ft 2 ft Height Required 6.7 in 1.00 A Req'd 37 in^2 1.00 S Req'd 14 in^3 1.00 1 Req'd 11 in^4 1.00 Controlling Design Shear 1.00 le= 4.1 Fb'= 1350 1385 plf 1558 ft -Ib 2077 Ib ❑ Shear at d from face? 19 •10^6 #-in^2 21 Beam Sizer Design Program VerTech Engineering Project: Culp Residence Location: Typical 7'-0" Header Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 74962 RB= 3.4 Total Uniform Load Mmax Vmax EI Req'd Date: 7/16/2002 22 ❑ valley Beam 6 :12 Select Beam Width 5.25 in 16 psf Member 55 psf PSLEJRound ❑� Horiz. Member 240 360 Fb' 2894 psi 7 ft Fv' 290 psi 19 ft 2 ft Height Required 6.5 in 1.00 A Req'd 25 in^2 1.00 S Req'd 35 in^3 1.00 1 Req'd 107 in^4 1.00 Controlling Design LL Deflection 1.00 le= 4.1 Fb'= 2900 1385 plf 8482 ft -Ib 4847 Ib ❑ Shear at d from face? 242 •10^6 #-in^2 22 PROJECT ENGINEER DESIGN OF GralV i VERTECH ENGINEERING (Column PAGE DATE sr 1 .. , 11, F i V ( ! ... _..�.._. i t , i...._ s{ . • .. - - x . 5 .. J • � i _ L u, ,.. a. I ! 1 ' J. i ( I I I • { I iI ! I I i . , , f6 24 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs1 le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794' 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993. 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04, 45 551 865 1180 1494 1809 25 Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Reduction Column Capacity Obs1 le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 8 0.82 821 24841 33874 42908 51941 9 0.76 761 23015 31384 39753 48122 10 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842. 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 2Co VerTech Engineering Project: Cut= Page: Engineer: Date: Bsign of: Roof Framing Roof Loads DL= 16 psf SL= 55 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Rafters: Spacing = 24" o.c. Loads: T.C. Live Load = 55 psf T.C. Dead Load = 8 psf B.C. Dead Load = 8 psf Total Load = 71 psf Live Load = 55 psf Dead Load = 8 psf Total Load = 63 psf cal Headers (uno) Use 6X8 DF#1, use (2) trimmers min. at all openings larger than 4'-0". 27 Project: CLAIQ Engineer: P''j n of: Foundations VerTech Engineering Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Cap (alfl Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cao. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 11-6" Sq. 12 (2) #41 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 21-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 51-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Page: Date: O 2 Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. la'solooifflQ.- hlain Assessor Name Asmt # 056-360-032-000 Fee # 056-360-032-000 ICULP FAMILY TRUST Status JACTIVE S kakus D ate 112/18/1995 Addr1 GULP DAVID L & JANET C TRUSTEES Tax 000INORMAL OWNERSHIP TRA1062-018 Addr2 P O BOX 296 Situs FOREST RANCH RD FOREST RANCH Addr3 FO R E S T RAN CH CA 95942-0296 Base D k 18/1/2002 Addr4 Land717,075 r Timber Preserve Structure 0 � AgPres Comments IWAS 056-360-030 SPLIT BY PM Fixtures 0 E kal Grooming 0 Creaking D oc#1 1995R P139-26 D ake 12/18/1995 N okes Current D oc# 2001 R 0048526 Dake[i-0/18/2001 � Bonds Total LSI 17,053 0 Killing Doc# Dake R � multi Situs 0 Flag1 MH PP Asmt D esc FOREST RANCH R D T 3 S uplCnk F Flagg PP 0 Zoning D well F 910 MH E xempk 0 Acres/S q Ft 1.02 � N /C 056 F Asmt PP Pen Net 1 7,053 F Tax PP Pen R /C# Appeal Pending T/R Dk F Split Pending R /C S leak PHY OWN EXP TAX HON AT T S I T I APR RCL rte ' jy' Find ' _ .. --'- /3 - 9' rp3W - 26 f 2i3 12-1g-`�S NOTES 1. This additional map shoet is for informational purposes only and Is not intended to affect record title Interest. 2. Wood stove and fireplace Inserts Installed /n any home within this parcel map shall be EPA approved and designed !o meet emissions standards of the Federal Clean Air Act as ommended. 3 . Prior to Issuance of building permits, pay school Impact fees as agreed to /n the conditional rezone agreement. 4. Fencing for oreas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be of leas/ 16" above the ground and the upper strand shall be no higher than 48". 5 No vegetation or tree removal except for those directly In the way of driveways, structures, or as required to meet fire safe requirements of PRC 4290, and dead and downed vegetation. 6.. No shake roofs or exterior shake siding. 7. A/l.homes must be constructed wl!hin.150' of the main access rood. 8• Clear vegetation In accordance wlth.PRC 4290 and within /0' of all roadways. 9, ..The building setback. from the side and rear property lines s shall be not less than 30 feet. 10..Deve/opmenf of the parcels; will be subject to the payment. of =;'Deer'Herd Impact fees as adopted by the Board of. Supervisors— and ln'effect at the llnie o!' biuildrng permit application. U. '-Automatic fire suppression sprinkler systems shall be Installed In all residential structures In accordance with the Naf/onal F/re Pro- tectlon Association Standard for the Installation of sprinkler systems In one and two family dwellings and moblle homes, NFPA Standard I3D, unless a pressurized community water system with hydrants that meet Fire Department specifications, serves the parcel. 12. Residents of these parcels should try to preserve the old road through these parcels. 13,' The driveway to serve parcel I shall be located within the SCALE/" = 60' southerly 50% of the parcel frontage on Contentment Lane. 14. Domestic wells of 800' or more, In depth, moy-be, required, to provide an adequate supply of domestic water fora sing/e.,famlly.resldence. 15. Qeve/opment of these parcels may require payment of water tender fees. ADDITIONAL INFORMATION SHEET 16. All new structures mus/ meet the- "Flys BOUNDARY LINE MODIFICATION Safe" regulations of Butte County and AND Public Resource Code 4290. PARCEL MAP f7. Prtooewmry vw�vaas �Ra. FOR ICES Pews t 61.E )WOR M*1A1r-ENANCE - oF DAVID CULP PARCEL 3. AND A PORTION OF PARCEL 2 OF 86 P.M. 24 IN THE S. W. 114 OF SECTION 32, T. 24 N., R. 3E., M.D.M. BUTTE COUNTY;:.:;. CALIFORNIA • SIERRA GEST SURVEYING_ p I.w,�.�.�.,,...�...�-r�.�.____._.__ r0.. .._ _�__ � ' ,, , i .. - __. ' .. _, ,, '. '. .�...... .� �� II � , �I � � s f w p MAiRk �!-YrE' NQ/L ` f/ELS MAIL SXEATh/1,A_1 ► 5/MPson/•43S SPAC/�/G � "�` x /O" A.f3w SrR'AG/ Q4 a JI? O (�d /4/O•C, „'O+Crw �. 45) r .1i G v [1 l O J L .- SE L r7 c WA ,C��7WE ,4 E i 45) r .1i G v [1 l O E C ._ 451471-7' RC0%4!S- w G n. k J _ i3Y SCAU, { 2 bRAw ,b. RE R N T A D L U p � L P " _ ` _q f A�x2`TRASHG Al 'S3SOO