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071-300-015
71-30-15 92-564 O"/ / 3O O , o CLARK, Ra'lph 71-30-15 Rocky Pt -Rd, Oroville (elec for future dev) APPLICATION FOR 'DETERMINATION rt .,,_,�,Q71-30�.O015 .92-3995E 4-13-92 CLARK',' gal Rocky'Pt-Rd, Oroville elec for future lot development071-300-015 RALPH & DONNA CLARK 071-30-0-015 92-4421 P CERTIFICIATE OF COMPLIANCE CLARK, Ralph0___02-93AG 1-300-015 125 Rocky Point Rd, Oroville CLARK, Ralph R. travel trailer utilities 125 Rocky Point Rd., Oroville Ag Exempt -sheep pens &' feed Stg ELEC 6h 51q3. GAS COMPACTION TEST REQ SUPPORT STRUCT REQ 071-300-015 PERMIT 97-1470 CLARK, Ralph & Donna 125 Rocky Point Rd., Oroville New Single Family 071-30-0-015 98-0563 B CLARK, Ralph & Donna 125 Rocky Point Road, Oroville • (add'l cov arpa/97 470) 071-30-0-015 99-0338 B CLARK, Ralph & Donna 125 Rocky Point Rd, Oroville (1st renewal/97-1470) 071-300-015 05-2717 GRIFFIS, RIFFIS JIMMY ROVILLE 125 ROCKY POINT RD, 0 CONT: SECO HEATING/AIR HVAC C/O .1 0 - - :, -0 -, �'A BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #. (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO, BP052717 D. I_ muuuwny rcnrnm v 1 -;u -vv Ny , LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 09/30/2005 APN: 071-300-015-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code rd my license is in full force and. C6 effect. License Class : License Number: Site Address: 125 ROCKY POINT RD FFS Date: Contractor: ��_ Map Index: Description: replace hvac OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: GRIFFIS,JIMMY AND JOHANNA permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to rile a 125 ROCKY POINT signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95966 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Applicant: SECO HEATING AND AIR Code: The Contractors' State License Law does not apply to an 4320 ANTHONY CT, SUITE 1 owner of property who builds or improves thereon, and who does ROCKLIN, CA. such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95677 sale. If however, the building or improvements are sold within one 916-652-6755 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: SECO HEATING AND AIR not apply to an owner of property who builds or improves thereon, 4320 ANTHONY CT, SUITE 1 and who contracts for such projects with a contractor(s) licensed ROCKLIN, CA. pursuant to the Contractors' State License Law.). 95677 ❑ I am Exempt under Article 3 of the Business and Professions Code 916-652-6755 Date: Owner: License #: 788807 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 Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: C� I have and will maintain workers' compensation insurance, as c required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation arrier and policy number are: insuranX4-CIA (A.)CL, ^� S Carrier: Total Square Ft: 0 S. F. � 121/ Valuation: $0.00 Policy #: Census Code: 1 certify that in the performance of the work for which this permit is ssued, I shall not employ any person in any manner so as to (/ become subject to the 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 provisions. Date: 30 �f- 0 a� ,� Applicant: 5e ^ � �` ' /TC I-�Q /1 v � U WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is eby is der,We applicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the of the work for which this permit is issued (Sec 3097 Civ.) Resolutio o do wo i cate bov or which fees have been paid. 9 DSC/ performance gy. Date: Name: PE EXP RES ON: Address: Dale ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, . handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any o ' ial form or documen f Butte County. I hereby authorize representa s of Butte County to enteltp1pp4hhelab�ove mentioned property for inspection purposes. Print Name:�(U�iYLr2✓ ^� +—' Signature: Date: ❑ Owner ❑ Contractor ❑ Agent for Owner gent for Contractor D. I_ muuuwny rcnrnm v 1 -;u -vv Ny , /%3Tr� BUTTE COUNTY o DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION o o AND SUBMITTAL REQUIREMENTS a..o-- '• 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 y OFFICE #: (530) 538-7541 SOU y A FEE WILL BE REQUIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY* X CONTRACTOR OWNER Last Name% ori S St irst Name Address �a S lb)6.4 Oel r? City i ZipgT-&22 Statee Zi[� �7 Phone y Fax E-mail Class CONTRACTOR Name cbp .ear. �r ti � IL Name 5rrc 17'eali" A e - St Address y 3,p-0 W Fax /1 City _/ i tv State ZipgT-&22 Phonelo3a-(d%�,S Faxy/!o - a- �o%S,S E-mail Lic. #O 755 Class ARCHITECT/ENGINEER Name cbp .ear. �r ti � IL Address v n n J City St Zip?s,("% Phone Fax E-mail State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail QI rw-5.4 /2 , AAr � For o e use only: Zoning Property AA dress4,( ,s Flood Zone Cross Street SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BIN # Description or Scope of Work: t&Wol-vz �-� �tbk Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application,. plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Receipt #: I Date: OVER FOR SUBMITTAL VtI=WU1Kll=MtN i 5 U K:TORMSMILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Amount: Bldg SRA Sheriff SMIP Other Total REV 6-16-04 C),7(_-300LOCATION AP# Property AA dress4,( ,s City Cross Street WORKER'S COMPENSATION Policy Number t/ A.) i a ? s? Carrier / G � wa• L°l� t� N -�r`S If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: t&Wol-vz �-� �tbk Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application,. plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Receipt #: I Date: OVER FOR SUBMITTAL VtI=WU1Kll=MtN i 5 U K:TORMSMILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Amount: Bldg SRA Sheriff SMIP Other Total REV 6-16-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ .2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions 'to mobile or modular (tomes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building•Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and sire plan approval* from ,the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMBUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 RESIDENTIAL 071-300-015 PERMIT#9,-L-f*70 CLARK, Ralph & Donna 125 Rocky Point Rd., Oroville New Single Family 77 t'q�l-zso9 --Z��4 aux_ y. .r. OFFICE COPY Address -s" GAS Meter By D t ELECTRIC,—_� Meter By Date A 1 �i Ja � • t • JOB Sig V=OK , 0 = Not OK Not Applicable 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 9. Siding; Nailing -veneer -stucco -mesh 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location-Test4Nrap; / /"L'ft. / /Nat. or/ PL°ft./ /LPG Date 7. Well Clearance & Disconnect I MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric I 8. Utility Clearance 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -veneer -stucco -mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements Date Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Date Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Date POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MHTest-Regulator Connector 3. Pool Structure; Steel -Connections -Thickness 7. Water and Sewer Connected -C/O to Grade -HD Approval -� Dead Men -Lining 8. Gas and Electricity Tagged 4 4. Elec.; Receptacles and Lighting, Distance-GFI 9. Tie Downs -Type -Installation Cert. ( 5. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Cert of Occupancy 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel -boards -ins. to Main in Conduit Date Card B-1 Date Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir. -Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r r I ' I -- 1 - r f ° 1 - ,1 I ✓ = OK O = NotOK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date NDERFLOOR (Plans) OK except #'s VD ng-Setbacks-Easments- ood-Slope L?YTtg., Main; Soils-Elec. d.-/ P' Fig. eptf), 3. 4. Ftg. Garage; Soils-Steel-Elec. Gm P Ftg. Depth Ftg. Porches & Decks; Soils -S J' Ftg. Dep 5. Stemwalls, Main; Steel-Blockouts-Wrdoped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. .V.; Fall -Fitting -Test -2 Way C/O -Sewer Test I UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date i 4 Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date _-PLUMBING (Permit) OK except #'s L--11- Atetur Htr.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection 19 .W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access z L . as Pipe; Sixe & Anchors Date Y Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s L',,'23 -Fixture & Transformer Clearance -Ins. Protection 24. ec-Rece Vcles Spacing -Lights & Switches at Doors . Sz oxes & No. of Conductors Stapled A:'Ground Romex Installed Close to Edge of Studs & C.J. made up w/Mech Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size GFI L-29. "Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Rar,je Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33�thes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 .C. Ducts Insulation & Support V36. Ve n, Exhaust above insulation ensate Drain & Overflow, Size & Grade 8. Furnance-Vent Access -Comb. Air -Return A nt 1155Litlet-'" 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s roper Materials & Anchors 41. Wa As Studs;Nailing Spacing & Braces -Plates -Sound Be Walls over Girders & Floor Nailing raft Slop in Walls (rat proof) e Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing (Continued) ( *V. Cling. Joi . ies-Pudin-roff Brac.-Truss-Shting.-Rfng. eplace r Type A Flue -Fireplace Throat clearance 'c eerie & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions . 54• -Garage Fire Protection Framing P rty Line Firewall & Openings Exors-One 3 -Check Garage 3rd Story, 2 Exits VJ5�ywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nail' eneer 57. Stucc esh-Dri Screed -Fd. Vents-Underflr. Access 58. Glaan%0-��Iass Protection -Skylights -Plastic 59. Sft ails; Nailina-Bolts Wall Panels 61. Insula alts -Ceilings k§211 -Walls -Windows Date d B-1 D Card B-1 Date and B-1 Date Card B-1 Date FINAL (Plans) OK except #'s . KsFSteps-Door & Sidelight Protection -Landings 4. Smoke Detector 65. F ce; Vents -Clearance -Comb, Air-Conector- I rage; Above Floor-Ducts-Mech. Protection 6. room Exiting )(I�.'F.l. &Bath Fixtures & Tub Access -Spa 68. Trim & Subpanel, Breaker Sizes & Labels 6 us & Rails 0. 5roialace or Stove, Clearance -Hearth Elec. Qutlets at Wood Panel, Int. & Ext. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance. lec. Outlets & Rewgicales at Kit. Counter G i r; win-Landin -Closure 75 . Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection Plh Flec. &Mech. Equip. Listed for Location e �HeReceptacles in Garage (G.FI.)-Romex Protection 7�c 79. Insulation -Foam -Looked in Attic 0. Guard rails & Deck Construction -Post Caps 811- n. ents & Crawl Hole Door Drainage & Wood -Earth Clea!Ap,ee Looked under Floor Q Yes ollowing Instld./Drive 0 Yes 0,KoANalks Q -Yes &lo/Planters 0 Yes e. ucco Brown -Finish isconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings -, Well, Disconnect, Electrical, Plumbing �teriorElec. Trim, G.F.I. Receptacle -Underground \98. atioDJhrought House 90. Corre ' ps from Previous Inspections 91. est -Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval 93. ergy Compliance Certificate -Other Certificates D Ca -1 Date Card B-1 Dat Card B- ate Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 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 off' immediately. Date REV 10/92 C;L� INSULATION CO., INC. ti. INSULATIi N CERTIFICATE Umber a d 5�reet _ — ily 6tA gty-------��division -Total umber DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inch 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) IN Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. S q Ib. Minimum Thickness ,L S inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value)-� 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches.) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the 'Certificate of compliance, where applicable. C.L.#499150 - 2 �(� 9 LOERKE INSULATION CO., INC. Item #s Signa ure, date nsta mgu con rat or o. Name)r General Contractor (Co. - ame) Or Owner Item s ignature, Date Installing Subcontractor(Co.Name) Or General Contractor (Co. ame) Or Owner Item #s Vignature, Date Installing Subcontractor (Co. Name) Or General Contractor (Co. (Jame) 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 CORRECTION NOTICE CG -A e �345�- 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 ave any questions pertaining to this matter, or need additional explanation, please cont,Oenhis office immediately. \lK 7 cePT x \,/ /.<L I4/,j 6 --') Mtv lu/9i! Insulation Certificate - L- !�, ,� A BUILDING PM1IT BUILDING OWNER BUILDING LOCATION: G Description of Installation ROOF Material Thickness (inches) CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance, (R -Value) Loose Fill Type Brand Name Contractor's minimum installed weight/ft lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) Y—_,EXTERIOR-PLL Material Z,,p Thickness (inches) RAISED FLOOR Material J$ K12IC Thickness (inches) SLAB FLOOR Brand Name ('DLO l \ W %c Thermal Resistance (R -Value) 9 Brand Name �,_ 0 eup ",t - Thermal Resistance (R -Valu .3 Material Brand Name Thickness (inches) Thermal Resistance (R -Value) Width (inches) FOUNDATION WALL Material Thickness (inches) Declaration Brand Name 1h.ennal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. - GeAcral Contr for (Builder) Signarure and Title Sub -Contractor (Insulation Installer) Signature and Title License Number Date License Number Date THIS CERTIFICATE MUST -BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 r g .9 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 (Rev. 12/96) APPLICATION AND PERMIT 9 Gl- o 1 ASSESSOR PARCEL NUMBER 071-300-015 ZONING FR10 BUILDING PERMIT 7�q OWNER RALPH & DONNA CLARK TELEPHONE 589-0835 SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 125 ROCKY POINT RD., OROVILLE CA 95966 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 125 ROCKY POINT RD.. VI LE Energy Plan Checking Fee $ $ PERMIT FEE s 415.00 LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE X SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um 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 )p Describe Work: 1ST RENEWAL BP#97-1470 Gas piping syste!!! 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ".A' 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. ILDER DECLARATION hereby affirm under 4=ry that I am exempt from the Contractors license LVW or the following reason: /M'� 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 TO 46.00So T200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( DTLINO S. SO 3.5QFT. L. Rmo,p ' MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. OUTLET OR FIXTURESI EX. OCCU .00 BA0 @ 1 00 Ex. Occup. ..FIXED APP .aI EA. 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: ❑ 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 Policy Number (The above sections need not be completed 0 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 We(k compensation provisions of section 3700 of the Labor Code, I shall fo with comply wft ose provisigns. (� X Date / gna re of pplicant - Owner ❑ Contractor ❑ Agent An O HA pe itis require for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 415.00 HAz. 1 D FEES IMP FLOOD I COF PARCEL I Po HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT E PIRES ON the applicable provisions Resolutions to do work been paid. Date i2 2/18/2000 Date ReceiptNo.'2 WHITE-D.D.S.-B.D. -CANWRY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signat u+e, Please complete and return this information at your earliest opportunity to avoid unnecessary delaji in processing and issuing your building permit. No building permit will be issued until this verification is received. ; 1. I personally plan to provide the major labor and materials for construction of the proposed property ' provement : YESIT� NO O 2. I HA HAVE NOT O signed an application for a building permit for the proposed work: 3. I have contracted with the following person (firm) to provide the proposed constructiow-a: N®i11��_...., ADDRESS: CITY: 4. PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but I have hired the following person to- coordinate;; . supervise, and provide the major work:.: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK " SI NED: PROPERTYOWNER: Ce SOCIAL SECURITY R: DATE: . a7 — Z5 NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the. California Health and Safety Code. This verification must be -completed dnd returned to our office before we are permitted to issue the permit. OVER �:,-%- z L OWNER BUILDER INFORMATION --� Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property. improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible party ofrecord on such a permit. -Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible, liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply - If you plan to do your own work, with the exception of various trades that you plan to subcontract, you shduld . be aware of the following information for your benefit and protection: . ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If .you ate an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations. including state and federal income tax withholding, federal social security.taxes,;., workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ,. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service. (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations wider State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only undef limiied conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contrac!prs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" bn the reverse side of this form so that,weSan confirm that you . are aware of these matters. The building permit will not be issued until the verification is returned. +1rely, Vi ira,C.B.O. uilding Inspection NOTE: This Owner-Builder.Information is required by Section 19830 of the California Heaf h and Safety Cade- OVER oda OVER 11 COUNTY OF BUTTE- DEPARTMENT OF -DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 r -t _ qRy? NO. (Rev.12/96) APPLICATION AND PERMIT / ASSESSOR PARCEL NUMBER 071-300-015 � ZONING FR 10 BUILDING PERMIT OWNER RALPH & DONNA CLARK T589 0835 SO. FT. OCC. BUILDING VALUATION 2307 R 124,578 OWNER'S MAILING ADDRESS 125 ROCKY PT RD OROVILLE, 95966 1236 C 16,068 CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NONE Fireplace A 1,500 LENDER'SMAILING ADDRESS ' Total Valuation $ 142 146.00 ARCHITECT OR ENGINEER NONE LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 790.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 513.50 BUILDING ADDRESS 125 ROCKY POINT RD Energy Plan Checking Fee $ 23.00 $ OROVILLE, 95966 PERMIT FEE $ 1.346.50 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap ld 7-0070.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New Y3 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1 BEDROOM (REPLACES T.T.) Gas piping system 1 - 5 outlets 15.00 00 -19 Building sewer 15.00 19 00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 150.0 ELECTRICAL PERMIT Fling Fee 20.00 Main Servicezoon 0. RR mss 23.00 23.0 LICENSED CONTRACTOR'S DECLARATION 1 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.POWER License Class Lic. No. 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. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BUDS. 3.5¢FT. NEW UT NON-RESIDT RANCH C'RLET 97.50 APPARATUS d SINGLE OUTLET C"L ' Ex. Occup. OUTLET OR FIXRES 20Q1'00 TUBAL I':j .SO Ex. Occup. GUTELErs RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 123.75 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 Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 61 -nn 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.) 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 forthwith cc m ly wi those rovisions. / X Date 6 Signatur of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 95 HAZ. D. FEES MP FLOo (/� CDF PARCEL PD HD SU This permit is hereby issued under the applicable provisions of the uttk tCode and/or Resolutions to do work in at hich fees have been paid. CoJ4W4 ,�of 76 By - Datee PERMIT EXPIRES ON 2--(P-77 Date Receipt No. 224172 - 593.75IL-Iff WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR OLDENROD-APPLICANT P P;OUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 nay �PM IT N (Rev.12/96) APPLICATION AND PERMIT �J / A SSESSOR At�EA n©D - ©�� ZONING BUILDING PE (/ C_ -/S e O O ER �1 TELEPHONE SO. FT. OCC. BUILDING VALUATION . J � � � � ' �I•CI �II��I (!�]ir7 flU.:T n'�n�� .,rii�ni i�,r WW� l;IAIIIILI■II■IIrI�c�I�ti/ er ��►:• r•' n•/-7�1L;7.1r11�!�IIl�Ib7>lIG'l!t covrp4rToRs MAILING ADDRESS t�:6r����s11iL� CONST U ON LENDER MP Fireplace LENDER'S MAILING ADDRESS Total Valuation ARCH R ENGINEER LICENSE NO. Filing Fee S 0.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS • Plan Checking Fee $ BUILDING ADORES* _ f _ _ Energy Plan Checking Fee $ �—.2:4- n CJr4 U c [ PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 -10.O SF y Duplex ❑ Mobilehome ❑ Other Water piping 15.00 ly SPECIFY Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New )( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 n n Mobile Home S G W @20.00 Describe Work: L ,�'j r� PERMIT FEE S (. 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 affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I 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 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.) ❑ 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 forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavatio s ver� tep nd demolition or construction of structures over 3 stories in height. rNir, _ . } II y ELECTRICAL PERMIT I Fling Fee 20.00 Main Service LEs9 I 23.00 J3_0 .600.'.0R.OOOYOROR LESS Main Service 200► To I000A 46.00 NEW ( OWaLIrc. Occoup. 3.5CF°• 61 OR ADONS. NEw CESIOND.S . MULTI -OUTLET 197.50 NON•R N I POWER APPARATUS d SINGLE OUTLET CIR. EX. OCCU OUTLET OR fDCTVREs Bw @ ' 0 1 Ex. OCCU oUTLITSrRESIO.VEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating F `l /S OAQ Cooling PERMIT FEE S Mobile Home Installation Fee • Energy Inspection Fee OCC CONST. TYPE TOTAL FEE $ HA2. I D. FM I IMP VFLOODf CDF PARCEL] PD IIID 6SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ReceiptNo..11 t PERMIT EXPIRES ON WHITE •D.D.S.- .D. CANARY-ASSE SOR l K-INSP CTO G RO -APPLICANT Date w �ll Arr.�1f'R;f�t'•�'f `r Ri `�'4.�tT`i��✓�r ry'Y:r' F4.. Ate.-��c St sem` �-�,"t:Tr. 'itw �.. ^ i�• \ i j COUNTY OF BUTTE DEPARTMENT OF DEPELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 959r15 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 0/r ASSESSOR PARCEL ER: - O! Proposed BuildingUse: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing aWor issuance: Date Received By ❑ 1. All items have been submitted.----' ------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑ ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- eered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions includin Down Specifications.------------------ 0. Fees of $ - ---- = ----------=_v-----------------------------------------�� 1. Impact fees as shown on the attached schedule. --- ------------------- ---- ( .-Galifornia Department of Forestry plan approv L fees - ----- -------------=--------------- Ell 3. Flood elevation certificate.---------------------------------------------------------------------------------------- �. #4. Sanitation and plot plan approval4"Health Department. -------------------------- I---------------- / ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs.---------------------------- 1117. -----------------------------❑17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. -------' --------------- W9. Encroachment Permit for driveway (construction approval prior to occupancy). ----------- -'---------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. -(Number; Name Style; Classification)- --- ----------------=---------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- E124. ------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- t . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- E126. ------------------------------------------------- ❑26. Letter of intent on building use. -------------- --------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. ------ 4-------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. -------------- ❑30. Other: ------- ~ When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to c tractor. Telephone ��/O� �� �ro.��3 and hold for pic pat (7►� V Q, office. 11 Deliver with inspector. Applican Date: 7--� / Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, 11' Poll ion Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department,Othe Date: By: 1. Index permit application for the above items numbered, ❑ Plan Check List 2. Additional items required: k c Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor., designer, owner, was advised of the above required data by ❑ phone, 11 mail, 1i Building Dida n co nter, by D te: dans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: ellow Copy - Department of Development Services, Building Division. dp ISO 9002 Registered Certificate #31679 RALPH CLARK Group Leader Field Service Mechanical USS -POSCO INDUSTRIES 900 Loveridge Roads Phone (510) 439-6205 P.O. Box 471 FAX (510) 439-W&} Pittsburg, CA 94565 (D3?9 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance R 0 L W-Crcy _ Owner Location Plan Approved for:/: Sewaae Dis osal Water Supply: Public Clearance foreli g. Other Hold final Final earance O.K. for: N E: Environmental Health Sc E.H. USE ONLY Plot Plan Attache ;%f Floor Plan Attach d—�— ECJ Sent to B.D. 7/-3o-/ S/ I -- AP# Private Well ate ..-„ .,,y'�..y.,.u'Lv�.%✓✓-ca�Gr 0.y,,:/��� ,.�v��',,. �'�-..:s,.:.V"�i✓—..1.�.'�-lvi�=.'�i,�l•"v"v„�..,�r,,,. �i�b,,.�G�...;-io:✓7"4:C`�hrlG'�dY rw>vi=J�Ci`t�7ry�x y. ,...�,i: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,. 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE '(916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE BUILDING PERMIT FEES -- Balance Due ................. $ . -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) X3, SHERIFF FEES (paid at Building Division) A esidential ........ _j x $360.00 — $ ' Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq. ft.) .. x _$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) QV7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion .# ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE '$2500.00 (paid at Building Division) A. P. # 0 r DATE REC # DATE REC . 17 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 A DATE Original -Owner Copy -B Ming Div. (Rev. 12/96) OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NO)Z^ 2. I HAVE'' HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: - CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: �� DATE: /`� •�' NOTE: This Owner -Builder Verification is required by Section 19831 and 198.32 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. ;:OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted iny our name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 :�: -mcre. 'or the entire project, and such persons are not licensed .as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cant' out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information aboutyour obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. t rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This 0ioner-Builder Information is required by Section 19830 of flee California Heald: and Safety Code 'OVER oc,r o7 '97 08:21AM FIELD SERVICE P.1 cf Tib S filly re 1Ae O) AW12 Ivo. l g% She . ;� A �m� r�. Permit Number: " 14 -7o Per. pr _ Assessor Pared Number. �� " 3O0 ✓ 1 S Dote: The. above referenced building . plans were reviewed by this office. Provide =Wdonal infornratian and/or make revisions to plains, specijrcadons and calculations as follows: I)epcrreal hubm;�f &(- 41y Y" aruo� d�,f� l s . 2 I �3 • q Q, p�' If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Thursday. Permit Applicant: RALPH AND DONNA CLARK Anessor Parcel Number: 007-300-015 Permit Number: 97-1470 ate; DECEMBER 23, 1997 The above referenced building . plans were reviewed by this office. Provide adwdonal informartlan and/or make revisions to play s, specifications and calculations as foAows: LAN'CHECK AFTER SECOND SUBMITTAL; THE FOLLOWING ITEMS STILL MUST BE ADDRESSED: 6-X-12-ROOF`BEAM-SHOW BE`A-RINTG-STAN-STRAPS OR OTHER CONNECTIONS=PROVIDE CON- STRUC-T-IGN--D&TAI-I2,.-�S-T-III-S--PR-AHED INTO=WA-L,L2_..�_' .12 SPL-OOR BE-*M--SHOW`BEA-RING-SPAN=STRAPS-OR-OTHER`CONNEC_T-IONS. PROV-1 E. CONSTRUCTION DEATII,. -IS, THIS -FRAMED INT©=WALIr?/"HOW IS DECK SUPPORTED OFF THIS. EAM. D TAIL C/2 CONFLICTS -WITH SECTIONS AND IS NOT SPECIFIC TO THIS 20. 02 AREA -OF CONSTRUCTION.'' HOW -IS --BEARING -PROVIDED -FOR- TRUSS- T=107AND`T=9?"-HOW IS--BEARING-TRANSFERFD3,,,. TO FOUNDATION?_. -HOW IS-LATERAL--L•OAD TRANSFERED: THESE-T-RUSSES_DO NOT BEAR r9N-A RACED WALL-LINE—PROUTDE=A�11='BETA �ANAIYSIS--OF THIS�AREA:�-HOW�ALL GON•I�FG-TIONS ON -E - 1�5.�D�T IL,_2�ON=SIII;F�T� QLI'IRES FC�JRTHER-EXPLANATION...__ -WHATS-SIZE_OF_B IPPI;E WALL? -PROVIDE GRAVITY ANALYSIS ALSO. YOU SHOW A 4 X 4 POST WITH FOOTING TO SUPPORT 4 X 8 BEAM AT DECK EDGE A/2 AND FOUNDATIONPLAN-WHAT IS SUPPORTING OTHER END OF 4 X 8 BEAM? PROVIDE LOCATION.AND:SIZE OF ALL POSTS AND FOOTINGS. ..ALSO, WliAT IS LENGTH OF DECK AT SIDE OF HOUSE. FOUNDATION DIFFERS FROM FLOOR PLANS AND SECTIONS -COORDINATE. 5 BRACING ENGINEERING PROVIDED HAS NOT ADDRESSED BRACING IN THE FOLLOWING AREAS: 5o< OK INTERIOR BRACING BY CODE HAS STILL NOT BEEN ADDRESSED. SEE SECTION 2326.11.3 UBC*. REVISE PLAN OR PROVIDE ANALYSIS. TRUSSES DO NOT BEAR ON BRACED WALL LINES. SCISSOR TRUSSES AT REAR. PROVIDE LATERAL ANALYSIS AND SHOW ALL CONNECTIONS ON PLANS. (SEE NUMBER 4 ABOVE.) 6. PLEASE PICK UP ALL PLANS FOR CHANGES -COORDINATE PLANS AND PUT THEM TOGETHER IN SETS. REMOVE ALL ITEMS WHICH CONFLICT ON PLANS. �o iL � � '� '�1�►���z Care-�e-��'c• f v � '0 1 �?jyw4 oL ao Z • 2.4 g 40 K -c. w i.4" <Ja�.i%�i-, 2.3.9 — If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 RM and 4.00 P.M., Monday through Thursday. MARTHA WHITNEY ME 11/12/97 utte-county .--991 LAND OF NATURAL WEALTH AND BEAUTY RALPH & DONNA CLARK 125 ROCKY PT RD OROVILLE, CA 95966 Re: B.P.#-97-1470 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: _(916) 533-2140 With reference to the above subject, attached is: [x Plan Check List Red Marked Calculations Red Marked Plans Other A.P.# 007-300-015 Action Required: [x Comply with Plan Check List Resubmit Plans with Revisions As Required Return All Original Materials and Revised Plans to the Building Department Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER CC: EVERGREEN DEVELOPMENT PERMIT APPLICANT RALPH & DONNA CLARK ASSESSOR PARCEL NO. 007-300-015 PERMIT NO. 97-1470 DATE 11/12/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: PLAN CHECK AFTER RESUBMITTAL. ,-1 : OK ,2! OK 3. PREVIOUS LETTER ASKED FOR MINIMUM 22 SQUARE FEET OF WINDOW AREA IN SHOP. A 4°5° WINDOW HAS BEEN PROVIDED WHICH EQUALS 20 SQ.FT. PLEASE REVISE WINDOW SIZE AND REVISE ENERGY CALCS. (,� ° �f CJ K --:2 T )d� .{ . 4. ENERGY 4.1 ORIENTATION OF CALCS DOES NOT MATCH PLOT PLAN. FRONT ORIENTATION IS EAST. REVISE. ,4-2" OK 4.3 FRONT DOOR APPEARS TO HAVE MORE THAN ONE SQ FT OF GLASS. IF SO, INCLUDE ADDITIONAL 20 SQ FT FOR DOOR AND DOWNSTAIRS WINDOW IS REQUIRED TO BE A MINIMUM OF 22 SQ FT. REVISE 4.4 OK 4.5 OK 4.6 OK 4.7 PROVIDE TWO SETS OF REVISED ENERGY CALCS. ONE'SET IS TO BE WET -STAMPED BY AUTHOR. 4.8 3040 (12 SQ.FT) WINDOW IS NOT INCLUDED IN CALCS. REVISE. OK 6.31 ,LX OK 6.2 6X12 ROOF BEAM. HOW IS BEARING_ PROVIDED? 7. POW IS DECK SUPPORTED AT REAR KITCHEN WALL? BEAM WITH HANGERS? SHOW ALL CONNECTIONS. SHOW BEAM AND SUPPORTS. DETAIL B/2� - FLOOR JOIST DO NOT FRAME INTO WALL IN THIS DIRECTION. TO BE REVIEWED BY OUR ENGINEER. 9 OK. TO BE REVIEWED BY OUR ENGINEER. � TO BE REVIEWED BY OUR ENGINEER. - If you wish to discuss'anyrequirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:60 p.m., Monday through Thursday. -1- PERMIT APPLICANT RALPH & DONNA CLARK. ASSESSOR PARCEL NO. 007=300-015 PERMIT NO. 97-1470 DATE 11/12/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: 11. OK 12. TO BE REVIEWED BY OUR ENGINEER. 13. SEE ABOVE. NUMBER 7. (L4") OK. TO BE REVIEWED BY .OUR ENGINEER. 15. OK 16. BRACING: TO BE REVIEWED BY OUR ENGINEER. I SEE THAT ADDITIONAL ENGINEERING DOES NOT ADDRESS THESE 3 ITEMS AND YOU HAVE NOT ADDRESSED THEM PER CODE ON PLANS. r c rn `�.,�OG�aG,-cam I =Ay� 0 MARTHA WHITNEY - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541. between 1:00p.m. and 4:00 p.m., Monday through Thursday. 150a CC: EVERGREEN DEVELOPMENT r-. IRMIT APPLICATNT RALPH AND DONNA CLARK PERMIT NO. 97-1470 ASSESSOR PARCEL. NO. 007-30-0-015 DATE 8/6/97 Ae+.A,rne d I l ^ 11-9-7 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calc- ulations as follows: Provide letter of intent for travel trailer presently hooked up to utilities. Side yard setback is 30' per CDF. 3. Downstairs is considered living space and is subject to requirements for conditioned space and light and ventilation per UBC. Provide a window of at least 22 square feet in area designated "shop" (door will provide vent- ilation area). Additionally the entire downstairs area (818 square feet) must be included in energy calcs. Downstairs to be conditioned. 4. Energy Calcs 4.1 Orientation of calcs doesn't match plot plan. Front elevation is East. Revise. �� All square footage is to be calculated. downstairs may not be uncond- itioned and must be included in calcs. Square footage is . Z-50-7 4.3 Include windows/doors and additional required window (see 3 above) in energy calcs. 4.4 6°36 window over French doors was not included in calcs. Revise. 4.5 Window in same room show some wood framed - others metal --some with ddrapes--some with shades. Calcs are to use actual window U -values. Show how U=value of 40 obtained with metal frames. 4.6 Designate on plans all windows that are to receive opaque window shades. These will be requied to be installed before house final. 4.7 Provide two (2) sets of revised energy calcs. One set is to be wet - signed by author. 5. Provide 12 square feet of openable area in windows for bedroom. 6. Details on plans conflict in places: 2 X 10 or 2 X 8 rafters at rear deck? 6.2 6 X 12 or 6 X 10 roof beam at deck/kitchen? Bearing? 6.3 2 -coat stucco or 3tcoat? 7. How is deck supported at rear kitchen wall? Beams @ hangers? Show all connections --show beam. 8. Provide calculations (by engineer) for 2 X 4 ledger at rear deck. 9. Maximum height of retaining wall is not on plans. y 10`: Are you using 4 X headers in a 2 X 6 wall? Calculate headers for window wall in living room/downstairs. wv;j, p%'✓/ A_ 14. Truss T-10.missing from truss package. 421 How is bearing provided for truss T-9 and T-10. How is bearing transfered to foundation. How -is lateral load transfered to wall? t"O fcAJ 1.3. There are no construction details for deck on side of house. ���� ° 14. Provide all post sizes for all posts including missing post for support of side deck. 15. Provide connection of post to beam at front porch. 16. Bracing 16.1 Interior bracing required at 34 feet on center. Both floors require bracing in line Toff set by code. Revise plans or provide lateral analysis. Locate all bracing on plans. (!16.�2)teft. wall (south orientation) not braced per code. Braced wall lines do not occur in perpendicular directions and bracing not within 8 feet of end of wall line. 16.3 Trusses are to bear on braced wall line. Scissor trusses at rear do not. Provide for lateral transfer and show connections on plans. 17. Plan is in line up for structural review but many of these items need to be addressed before this review. Enclosed in letter to designer is one copy of energy calcs with some revisions noted. Plans need to be picked up and revisions/corrections made: If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 p.m. and 4:00 p.m., Monday through Thursday. MARTHA WHITNEY PLAN CHECKER II cc: Scott Jackson 389 A Conners Court. Chico, CA -95926 BUTTE COUNTY SCHOOLS,IMPACT FEE CERTIFICATION FORM r�i t (One"fm per Building) SchooL.District Building Department No. A.P. Number 3�--� Jurisdiction: City EW County Property OwnerDVI-Via— "�i��CL Property Location/Address I I Subdivision f Lot No. Residential Development Sq. Footage to of Living Mobile Home Addition (Group R) Units ".010 Installation Commercial/Industrial Sq. Footage &Si�New Addition (Including Exterior 1 bl,207 Areas) CBui ing epartment Represent tive Date (Floor Plans revie d by School District ersonnel) y trict Identificatio No. 9,80 7 School District certifies tha (A plicant) (Street ddres,$) /1 (Phone Number) (City) has complied w' h the requirements of Resolution No. representing �\-5 V // square feet. School District Representative Paid by Check Il / �, / / gemarks: (State) (Zip Code) ,O by payment of $/ B 2926 S ULL MITIGATI S Date v 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(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), . this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES Ralph and Donna Clark 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 125 Rocky Point Road TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 Oroville, CA 95966 Re: Single Family Residence Date: 11/18/97 A.P. No. 071-300-015 Permit #97-1470 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [x ] Other: Copies of Plan Check Letters dated 8/6/97 and 11/12/97 Action Required: [x] Comply with plan check list [x] Submit Plans with revisions as necessary [x] Submit engineering as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Sincerely, !f i &6rge R. Kellogg Plan Check Engineer cc: Eric Robertson Robertson and Dominick 870 Manzanita Ct., Suite D Chico, CA 95926 Scott Jackson Evergreen Development 389A Conners Court Chico, CA 95926 1 SUPPLEMENTARY PLAN CHECK COMMENTS Permit Applicant: Ralph and Donna Clark Permit #97-1470 Date: 11/18/97 UP Z*T15-0 Plans for the above referenced project were reviewed by this office. Please provide the additional information requested below: Regarding the Structural calculations by Eric Robertson: 1. pecial inspection is required for the 12 -inch portion of the 10 ft. concrete block foundation retaining wall by the design method employed on page four of the resubmitted structural calculations. Provide special inspection per the attached special inspection policy sheet. The special inspector that you intend to use will have to be approved by the Butte County Building Division prior to the building permit being issued. 1. reference to page four of the original structural calculations (dated 6/26/97) for the rear shear walls at the basement level: The calculations and apparent design refer to 37 feet of resisting wall while the plans appear to indicate 26 feet. Please check and revise plans and designs as necessary. 1. reference to page seven of the structural calculations (dated 6/26/97) for the 8 ft. foundation retaining wall: The moment and shear calculated appear to be determined for 8 ft above the footing. Please determine the moment and the shear for controlling height and revise design and plans as ne ssary. Please provide engineering analysis for the 4x8 header carrying roof load adjacent to the master bathroom. Please provide the information requested in items # 12 and # 16 of Martha Whitney's plan check letter dated 8/6/97 and all items requested in her plan check letter dated 11/12/97 (copies are attached). �! Please indicate the means of support of the edge of the deck shown on the left elevation. Show / information on the plans. 0 Please provide remaining items requested on the Permit Application Data Sheet 2 PERMIT APPLICATNT RALPH AND DONNA CLARK ASSESSOR PARCEL NO. 007=30-0-015 PERMIT NO. 97-1470 DATE 8/6/97 ►��-41.�.►'ne 11- 11-9-7 The above referenced building plans were reviewed by this office. Provide ' additional information and/or make revisions to plans, specifications and calc- ulations as follows: Provide letter of intent for travel trailer presently hooked up to utilities. Side yard setback is 30' per CDF. Downstairs is considered living space and is subject to requirements for conditioned space and light and ventilation per UBC. Provide a window of at least 22 square feet in area designated "shop" (door will provide vent- ilation area). Additionally the entire downstairs area (818 square feet) must be included in energy calcs. Downstairs to be conditioned. 4. Energy Calcs 4.1 Orientation of calcs doesn't match plot plan. Front elevation is East. Revise. All square footage is to be calculated. downstairs may not be uncond- itioned and must be included in calcs. Square footage is 23W . Z30-7 4.3 Include windows/doors and additional required window (see 3 above) in energy calcs. 4.4 6°36 window over French doors was not included in calcs. Revise. 4.5 Window in same room show some wood framed - others metal --some with ddrapes--some with shades. Calcs are to use actual window U -values. Show how U -value of 40 obtained with metal frames. 4.6 Designate on plans all windows that are to receive opaque window shades. These will be requied to be installed before house final. 4.7 Provide two (2) sets of revised energy calcs. One set is to be wet - signed by author. Provide 12 square feet of openable area in windows for bedroom. 6. Details on plans conflict in places: 2 X 10 or 2 X 8 rafters at rear deck? 6.2 6 X 12 or 6 X 10 roof beam at deck/kitchen? Bearing? 6.3 2 -coat stucco or 3 coat? 7. How is deck supported at rear kitchen wall? Beams @ hangers? Show all connections --show beam. 8. Provide calculations (by engineer) for 2 X 4 ledger at rear deck. 9. Maximum height of retaining wall is not on plans. 10. Are you using 4 X headers in a 2 X 6 wall? Calculate headers for window wall in living room/downstairs. Truss T-10 missing from truss package. DHow is bearing provided for truss T-9 and T-10. How is bearing transfered to foundation. How is lateral load transfered to wall? 13. There are no construction details for deck on side of house. 14. Provide all post sizes for all posts including missing post for support of side deck. jW. Provide connection of post to beam at front porch. 16. Bracing 6.1 Interior bracing required at 34 feet on center. Both floors require 3bracing in line loff set by code. Revise plans or provide lateral analysis. Locate all bracing on plans. 16.2 ft wall (south orientation) not braced per code. Braced wall lines do not occur in perpendicular directions and bracing not within 8 feet. of end of wall line. 16.3 russes are to bear on braced wall line. Scissor trusses at rear do not. Provide for lateral transfer and show connections on plans. 17. Plan is in line up for structural review but many of these items need to be addressed before this review. Enclosed in letter to designer is one copy of energy calcs with some revisions noted. Plans need to be picked up and revisions/corrections made: If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 p.m. and 4:00 p.m.,,Monday through Thursday. MARTHA WHITNEY PLAN CHECKER II cc: Scott Jackson 389 A Conners Court Chico, CA 95926 11/12/97 RALPH & DONNA CLARK 125 ROCKY PT RD OROVILLE, CA 95966 Re: B,P,#:97-1470 B E A.0 T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: 1916) 538.7541 FAX: 1916) 53:1-2140 A.P.# 007-300-015 With reference to the above subject, attached is: [X ] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: [X ] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [) Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER CC: EVERGREEN DEVELOPMENT PEpaT APPLICANT ASSESSOR PARCEL NO. RALPH & DONNA CLARK 007-300-015 PERMIT NO. .97-1470 DATE 11/12/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: PLAN .CHECK AFTER RESUBMITTAL. 1. OK 2. OK 3. PREVIOUS LETTER ASKED FOR MINIMUM 22 SQUARE FEET OF WINDOW AREA IN SHOP. A 4050 WINDOW HAS BEEN PROVIDED WHICH EQUALS 20 SQ.FT. PLEASE REVISE WINDOW SIZE AND REVISE ENERGY CALCS. 4. ENERGY 4.1. ORIENTATION OF CALCS DOES NOT MATCH PLOT PLAN. FRONT ORIENTATION IS EAST. REVISE. 4.2 OK 4.3 FRONT DOOR APPEARS TO HAVE MORE THAN ONE SQ FT OF GLASS. IF SO, INCLUDE. ADDITIONAL 20 SQ FT FOR DOOR AND DOWNSTAIRS WINDOW IS REQUIRED TO BE A MINIMUM OF 22 SQ FT. REVISE 4.4 OK 4.5 OK 4.6 OK 4.7 PROVIDE TWO SETS OF REVISED ENERGY CALCS. ONE SET IS TO BE WET -STAMPED BY AUTHOR. 4.8 3040 (12 SQ.FT) WINDOW IS NOT INCLUDED IN CALCS. REVISE. 5. OK a 6.1 OK 6.2 6X12 ROOF BEAM. HOW IS BEARING PROVIDED? 6.3 OK 7. HOW IS DECK SUPPORTED AT REAR KITCHEN WALL? BEAM WITH HANGERS? SHOW ALL CONNECTIONS. SHOW BEAM AND SUPPORTS. DETAIL B/2 - FLOOR JOIST DO NOT FRAME INTO WALL IN THIS DIRECTION. 8. TO BE REVIEWED BY OUR ENGINEER. 9. OK. TO BE REVIEWED BY OUR ENGINEER. 1180' TO BE REVIEWED BY OUR ENGINEER. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. -1- PERMIT APPLICANT _ ' ASSESSOR PARCEL NO. RALPH & DONNA CLARK 007-300-015 PERMIT NO. 97-1470 DATE 11/12/97 The above referenced building plans were reviewed by this office. Provide additional • information and/or make appropriate revisions to plans, specifications, and calculations as follows: 11. OK 12. TO BE REVIEWED BY OUR ENGINEER. 13. SEE ABOVE. NUMBER 7. 14. OK. TO BE REVIEWED BYGUR ENGINEER. 15. OK 16. .BRACING: TO BE REVIEWED BY OUR ENGINEER. I SEE THAT ADDITIONAL ENGINEERING DOES NOT ADDRESS THESE 3 ITEMS AND YOU HAVE NOT ADDRESSED THEM PER CODE ON PLANS. MARTHA WHITNEY - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:0Op.m. and 4:d0 p.m., Monday through Thursday.. -2- CC: EVERGREEN DEVELOPMENT s BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. OR Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.e- 3 69 21�-1 � ZONING FR -10 —/ OWNER ff D� PH`O�N�VO OW(VFi� �1 �S LO//CA�TIION OF BUILDING e--�&7- USE OF BUILDING SIZE OF STRUCTURE - X - SO. FT. 0+ 0 0 � TYPE OF CONSTRUCTION: WOOD FRAME ___K_ STEEL CONCRETE OTHER (Specify) TYPE OF SIDING s "f'- l RO F�QVERING % 'e X--- FLOOR TYPE [ateA/ LF _ fE0 � ESTIMATED COST OF Q STRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: �� p� FRONT SIDES ' [T (9 30 ,��/ go" REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. n „ A Date V cZ Signature of Owner Permit Fee - $60.00 Receipt No. White —DPW, Yellow sses Pink — B. I., Goldenrod—Applicant t: P.O. Box 1216 410 Pine Street Red Bluff, CA 96080 (916) 529-3560 FAX 529-0953 870 Manzanita Ct. Suite D Chico, CA 95926 . (916)894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer ROBERTSON AND DOMINICK Civil Engineers & Surveyors Clark Residence Lake Oroville Butte County, California Structural Calculations Resubmittal 1/26/98 Robertson and Dominick take responsibility for only those structural components specifically addressed in these calculations. q -• + y r _ r r a r s rrr r •. s - r ROBERTSON and DOMINICK Civil Engineers & Surveyors CHICO (918)894-3500 RED BLUFF (916)628-3680 1g�CGrgl AKa SSS 0✓1 �Sc,-Ssor Tros5c5 'p -7L r rear � a-� ►�6use. JOB NO. PROJECT J4ck.sow /Cla.-lc DATE .SHEET / OF Z Cc 69 95 �w = , lvZ /2 ps-f f r Z. ;Z-2-2- 2- 2- Z2 2-2 Z v5Q. COX P��vJa oe� Dvl wall. �GS�— IN�Sf DiI`GLfiov� Tv TSl 530 > !80 1)54C_ S�OSoh TSq Tv -.)f' ROBERTSON and DOMINICK JOB NO. Civil Engineers do Surveyors PROJECT JCrckSo (IaV�Lc muco (816)694-3800 RED BLUFF (816)628-3860 DATE Z4-`� �1. Gable -truss 0r` pov) v .WaU w"i k r9kew 4zP Pl. tHEET 2 OF Z p•�y wee 1I +% -&P P14+G /& 0( /UTS ply( G/z rv55 loy pfl+�vS ,G, vv% �sor T69 Tw %x 12- to e--01 " 4-aF 4,&r plate P.O. Box 1216 410 Pine Street Red Bluff, CA 96080 (916) 529-3560 FAX 529-0953 870 Manzanita Ct. Suite D Chico, CA 95926 (916) 894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer ROBERTSON AND DOMINICK Civil Engineers & Surveyors I December 1997 Resubmittal Structural Calculations for Clark Residence Lake Oroville Butte County, CA Q�OFESS/0 �.• R� a J'�l CIVIL FOF CAOO� Robertson and Dominick accepts responsibility for only those structural elements specifically addressed in these calculations. 1 i . . ,. __..........r....i...:,,......:.......a.:,,.....x........::+-.:....•++`.i:d:.FZLr;Yrix: n.aacrlk,T^'^ ^'_T�y;;c:sawa:C;bse6ia.:iQl c�4leesa:S.s�u9iimle u.xiuw..l-.- •a••T•;::U dR:i ROBERTSON and DOMINICK JOB NO. Civil . Engineers & Surveyors P R OJ ECT C� chUco (616)694-3500 RED BLUFF (818)528-3660 DATE SHEET OF .� Vo t) 2 C� ' *,t/- : . V- =- r� A • l v\i �' C�c1 LG V- ROBERTSON and DOMINICK Civil Engineers & Surveyors CEUCO (818)894-3600 RED BLUFF (918)629-3680 per- C �-e�,� �v m 14I. 3 JOB NO. PROJECT C �� DATE SHEET 2 OF ro ca) leo M �. s G -J, y LA), �t� L� �i / 5 ROBERTSON and DOMINICK 870'MANZANITA CT., STE. D CHICO, CA 95926 (916)894-3500 c/MA K 3 TITLE: Jackson DESCR: Foundation Retaining Wall JOB #: 97-553 BY:RE @ 12/15/97 ------------------------------------------------------ CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS ------ Allowable Bearing = 1,500 psf Axial DL on Stem = 247 plf Active Lateral = 30.0 psf Axial LL on Stem = 0 plf .....Max. Active = 0 ...Ecc. (Toe side +) = 0.00 in ..Slope Active = 0.0 " Backfill Slope = 8.0:1 Surcharge over Toe = 0.0 psf (horiz:vert,O=Level) Surcharge over Heel = 0.0 " Passive Lateral = 150 Using Heel Surcharge to Soil Density = 110.0 pcf resist overturning ? No Soil Ht over Toe = 12.0 in Using 1/3 vertical ? No ---------------------------- ADDED LATERAL LOADS ------------------------- Lateral Load Acting On Adjacent Footing: Stem Above Soil = 0.00 psf Vertical load = 0 plf Footing Width = 0.00 ft Add'1 Lateral Load = 0.0 plf Ftg. CL to Wall = 0.00 ft ...dist. to start = 0.00 ft Ftg. Base Above/Below Soil dist, to. end = 0.00 ft At.Wall Face [+/-]= 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------- . Retained Height = 8.00 ft Toe Width = 1.50 ft Wall Ht. above soil = 0.00 ft Heel Width = 4.00 ft Key Depth = 12.00 in Total Width = 5.50 ft Key Width = 12.00 in Thickness _ 12.00 in Key Dist. to Toe = 2.00 ft ------------------------------= ------------------------------ SUMMARY --------- Pressure @ Toe = 967 psf Factors of Safety: Pressure @ Heel = 607 Overturning = 4.05 :1 Allowable Press. = 1,500 Sliding = 1.52 :1 Eccentricity = 2.51 in 1 -Way Shear @ Toe = 7.6 psi Allowable Shear = 85.0 psi 1 -Way Shear @ Heel 5.8 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Lateral Pressure = 1,155.0 # Factor of Safety = 1.52 (-)Passive Pressure = 675.0 Add'1 Force Req'D = 0 # (-)Friction = 1,081.9 ---------------------------- FOOTING DESIGN ------------------------------ ---Toe--- --Heel-- f'c = 2,500 psi ACI 9.1 Pressure = 1,428 897 psf Fy = 60,000 psi Mu - Upward = 1,552 0 ft-# Using SP @ Heel ? . No Mu - Downward = 463 5,717. --------- Rebar Choices -------- Mu - Design = 1,089 5,717 -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in o.c. 13.07 Actual = 7.59 5.85 psi #5 @ 20.26 20.26 Allowable = 85.00 85.00 #6 @ 28.76 28.76 Rebar Cover = 3.50 3.50 in #7 @ 39.22 39.22 Depth to steel = 8.50 8.50 #8 @ 48.00 48.00 Ru = Mu/bd^2 = 16.7 87.9 #9 @ 48.00 48.00 Min. Rebar % _ 0.0018 #10@ 48.00 48.00 ROBERTSON and DOMINICK 870-MANZANITA CT., STE. D CHICO, CA 95926 (916)894-3500 clvt K 41 - TITLE: Jackson DESCR: Foundation Retaining Wall JOB #: 97-553 BY:RE @ 12/15/97 --------------------------------- STEM DESIGN ---------------------------------- Pg 2 of 2 RetainPro (tm) (C)1989,1990 ENERCALC <------------- Stem Designs --------------> Wall Info.... ----------------------------------------------------------------------- < At Various Heights Above Ftg. > DESIGN HT. ABOVE FTG. = 5.00 1.00 ft WALL TYPE ABOVE HT. Masonry Masonry Thickness (nominal) = 8.00 12.00 in Rebar Size # 5 # 5 Rebar Spacing = 16.00 8.00 in Rebar Placed at Edge Edge DESIGN DATA ............................................... Lateral Load @ ....... Ht. = 382 982 #• MOMENT..... Capacity = 6.59 21022 ft-# Applied = 135 1,715 " SHEAR...... Applied = 4.19 7.05 psi Interaction Value = 0.195 0.873 Wall Weight = 76.0 118.0 psf Rebar Depth = 5.25 9.00 in MASONRYDATA............................................................. f'm = 750 750 psi Fs = 24,000 24,000 psi Grouting Full Full Special Inspection No No n : Es / Em = 51.56 51.56 Tension Embed=.004DbFs = 12.30 50.89 Short Term Increase = 1.00 1.00 CONCRETEDATA............................................................ f'c = psi Fy = psi ------------------------ SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� Origin of Force: ---------------- -------- # ft ft-# --------------- # ft ft-# Active Soil Press. = ------- 1,215 3.00 3,645 ----- --------- Soil over Heel = 2,640 4.00 10,560 Soil over Toe _ -60 0.67 -40 165 0.75 124 Sloped Soil @ Heel 62 4.50 278 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 247 1.83 453 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 239 2.27 541 Added Lateral Load = 0 0.00 0 Ftg & Key Weight = 975 2.71 2,644 1/3 Active Pressure= 0 0.00 0 TOTALS = 1,155 i 3,605 4,328 14,599 RetainPro (tm) (C)1989,1990 ENERCALC E Soil Ht 8"Mas wi5R16" ................................. 12"Mas w/5R8" 11 .Wall Construction i ,. P.O. Box 1216 410 Pine Street Red Bluff, CA 96080 (916)529-3560 FAX 529-0953 870 Manzanita Ct. Suite D Chico, CA 95926 (916) 894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer ROBERTSON AND DOMINICK Civil Engineers & Surveyors December 1997 Resubmittal Structural Calculations for Clark Residence Lake Oroville Butte County, CA Robertson and Dominick accepts responsibility for only those structural elements specifically addressed in these calculations. i ... ,... ,.0 .......u.-. ..... .._....,._.. .._.a.:L_.:e�..e. �..�2'•a1dRG'J}JfLK,i.-.'..tv.r._ �Wh�.a'2$Utdrtiiv4il:yi�.t�.cni i•.[:a�..c _.:;.e.laCi..,.0 r..., ROBERTSON and DOMINICK JOB NO. Civil Engineers & Surveyors PROJECT e:� CWCO (916)894-9600 RED BLUFF (818)628-3680 DATE SHEET OF 1421� /Vot z , ell -J w (, 0. '� f�o�d ��� L•- S (�j J c.Ju 1'� CY��7c �-�{ l S�iLG ROBERTSON and DOMINICK Civil Engineers & Surveyors CAUCO (918)884-3600 RED BLUFF (816)628-3680 � y PIc c�ec� w�►►� �.3 JOB NO. PROJECT DATE SHEET 2 OF Vjod) C,)6s gt"x-o'.6, moI (� I �. itis-�-� %� , s.P��► 01,5 r r ,Sr -e- .4 t w%, v�%� l l �° Y�f 0 7W � , ROBERTSON and DOMINICK 870 MANZANITA CT., STE. D CHICO, CA 95926 (916)894-3500 Cfu c?e -3 TITLE: Jackson DESCR: Foundation Retaining Wall JOB #: 97-553 BY:RE @ 12/15/97 ------------------------------------------------------ CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS ------ Allowable Bearing = 1,500 psf Axial DL on Stem = 247 plf Active Lateral = 30.0 psf Axial LL on Stem = 0 plf .....Max. Active = 0 ...Ecc. (Toe side +) = 0.00 in .. .Slope Active = 0.0 " Backfill Slope = 8.0:1 Surcharge over Toe = 0.0 psf (horiz:vert,0=Level) Surcharge over Heel = 0.0 " Passive Lateral = 150 Using Heel Surcharge to Soil Density = 110.0 pcf resist overturning ? No Soil Ht over Toe = 12.0 in Using 1/3 vertical ? No ---------------------------- ADDED LATERAL LOADS ------------------------- Lateral Load Acting On Adjacent Footing: Stem Above Soil = 0.00 psf Vertical load = 0 plf Footing Width = 0.00 ft Add'1 Lateral Load = 0.0 plf Ftg. CL to Wall = 0.00 ft ...dist. to start = 0.00 ft Ftg. Base Above/Below Soil dist. to end = 0.00 ft At Wall Face [+/-]= 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 8.00 ft Toe Width = 1.50 ft Wall Ht. above soil = 0.010 ft Heel Width 4.00 ft Key Depth = 12.00 in Total Width = 5.50 ft' Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 2.00 ft ------=-----------------------= ---------------- SUMMARY -------------------------------- -------------------------------- Pressure @ Toe = 967 psf Factors of Safety: Pressure @ Heel = 607 Overturning = 4.05 :1 Allowable Press. = 1,500 Sliding = 1.52 :1 Eccentricity. = 2.51 in 1 -Way Shear @ Toe = 7.6 psi Allowable Shear = 85.0 psi 1 -Way Shear @ Heel = 5.8 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Lateral Pressure = 1,155.0 # Factor of Safety = 1.52 (-)Passive Pressure = 675.0 Add'1 Force Req'D = 0 # (-)Friction = 1,081.9 ---------------------------- FOOTING DESIGN ------------------------------ ---Toe--- --Heel-- f'c = 2,500 psi ACI 9.1 Pressure = 1,428 897 psf Fy = 60,000 psi Mu - Upward = 1,552 0 ft-# Using SP @ Heel ? No Mu - Downward = 463 5,717 --------- Rebar Choices -------- Mu - Design = 1,089 5,717 -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in o.c. 13.07 Actual = 7.59 5.85 psi #5 @ 20.26 20.26 Allowable = 85.00 85.00 #6 @ 28.76 28.76 Rebar Cover = 3.50 3.50 in #7 @ 39.22 39.22 Depth to steel = 8.50 8.50 #8 @ 48.00 48.00 Ru = Mu/bd^2 = 16.7 87.9 #9 @ 4.8.00 48.00 Min. Rebar % = 0.0018 #10@ 48.00 48.00 ROBERTSON and DOMINICK 870 MANZANITA CT., STE. D CHICO, CA 95926 (916)894-3500 TITLE: Jackson DESCR: Foundation Retaining Wall JOB #: 97-553 BY:RE @.12/15/97 STEM DESIGN .RetainPro (tm) (C)1989,1990 ENERCALC Pg 2 of 2 <------------- Stem Designs --------------> Wall Info.... ----------------------------------------------------------------------- < At Various Heights Above Ftg. > . DESIGN HT. ABOVE FTG. = 5.00 1.00 ft WALL TYPE ABOVE HT. Masonry Masonry Thickness (nominal) = 8.00 12.00 in Rebar Size # 5 # 5 Rebar Spacing = 16.00 8.00 in Rebar Placed at Edge Edge DESIGNDATA.. .......................................... ......... Lateral Load @Ht. = 382 982. #• MOMENT..... Capacity = 659 .21022 ft-# Applied = 135 1,715 SHEAR...... Applied = 4.19 7.05 psi Interaction Value = 0.195 0.873 Wall Weight = 76.0 118.0 psf Rebar Depth = 5.25 9.00 in MASONRY DATA .............................................. f'm ��750�psi . = 750•. Fs = 24,000 24,000 psi Grouting Full Full Special Inspection No No n : Es / Em _ 51.56 51.56 Tension Embed=.004DbFs = 12.30 50.89 Short Term Increase = 1.00 1.00 CONCRETE DATA ..................... ................... f1c ... .............Psi - Fy = psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- �- Overturning Moments Resisting Moments -� Origin of Force: # ft ft-# # ft ft-# Active Soil Press. = 1,215 3.00 3,645 - --------- Soil over Heel = 2,640 4.00 10,560 Soil.over Toe = -6.0 0.67 -40 165 0.75 124 Sloped Soil @ Heel = 62 4.50 278 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0. 0.00 0 Axial Load on Wall = 247 1.83 453 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 239 2.27 541 Added Lateral Load = 0 0.00 0 .Ftg & Key Weight = 975 2.71 2,644 1/3 Active Pressure= 0 0.00 0. TOTALS 1,155 3,605 4,328 14,599 .RetainPro (tm) (C)1989,1990 ENERCALC Soil Ht 8"Mas wi5@16" ................................. 12"Mas wi5.LR8" NIP 12" Wall Construction CJwll� � P.O. Box 1216 410 Pine Street Red Bluff, CA 96080 (916)529-3560 FAX 529-0953 870 Manzanita Ct. Suite D Chico, CA 95926 (916) 894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer ROBER TSON AND DOMINICK Civil.Engineers & Surveyors Nov. 1997 Resubmittal Structural Calculations for Clark Residence Lake Oroville Butte County, .CA �O QPOFESSIph�t F►08F,9 E`y c w ac /f �. _ S � �cp � sj CNIL �rF OF oAL%V- Robertson and Dominick accepts responsibility for only those structural elements specifically addressed in these calculations. ROBERTSON and DOMINICK JOB NO. Civil Engineers & Surveyors PROJECT - C le� ' cwco (918)994-3600 RED BLUFF (916)629-9660 DATE SHEET —L_ OF C L111 IV A-9 . o Dz 44 , S WOOD BEAM DESIGN SIMPLE SUPPORTED & UNIFORM LOAD .OJECT: }� � ±,.}ttt:t�� i:4:i:.:=..{:•.=2:j:.C.: �.irij+. fti'}i= {='l r..jj ,"i }}{j{,fi;yYi:y Y; :MBER LOCATION: IIFORM LOAD w= k" <>: LBS/LIN. FT. NGTH= FT. 144 INCHES LOWABLE DEFLECTION= U»}= 0.40 INCHES ALLOWABLE STRESS MODIFICATION FACTOR='`"__ MBER GRADE LOWABLE STRESSES: # PSI SHEAR ,•.. }-�y't{ BENDING ��;<::}�;�t3E�x MODULUS OF ELASTICITY € 3ENDING MOMENT= 1656 FT. -LBS. 19872 IN. -LBS. MAX. SHEAR= 552 LBS. :CTON MODULUS REQUIRED: 19.87 IN ^3 => Z AREA REQUIRED: 8.72 IN.^2 => 'z 10 :)MENT OF INERTIA REQUIRED: 63.12 IN.^4 ROBERTSON and DOMINICK TITLE: Jackson B70•MANZANITA CT., STE. D DESCR: Foundation Retaining Wall CHICO, CA 95926 (916)894-3500 JOB #: 97-553 BY:RE @ 11/05/97 -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 ------------------------------------------------------------------------- --------- SOIL DATA ------------- = 24.00 ------ ADDED VERTICAL LOADS ------ " Allowable Bearing = 1,500 psf Axial DL on Stem = 247 plf Active Lateral = 30.0 psf Axial LL on Stem = O.plf SLIDING .....Max. Active = 016...Ecc. (Toe side +) = 0.00 in ....:Slope Active = 0.0 " Factors of Safety: Factor of Safety Pressure @ Heel Backfill Slope = 8.0:1 Surcharge over'Toe = 0.0 psf (horiz:vert,O=Level) Passive Lateral = Soil Density = Soil Ht over Toe = ----------------------- Lateral Load Acting On Stem Above Soil = Add'1 Lateral Load = ...dist. to start = dist. to end = ----------------------- Retained Height = Wall Ht. above soil = Key Depth = 24.00 Surcharge over Heel = 0.0 " 150 _. 12.00 Using Heel Surcharge to Thickness = 12.00 in 110.0 pcf resist overturning ? No SLIDING 12.0 in Using 1/3 vertical ? No Pressure @ Toe --- ADDED LATERAL LOADS ------------------------- Factors of Safety: Factor of Safety Pressure @ Heel = 688 (-)Passive Overturning Adjacent Footing: Allowable Press. = 1,500 0.00 psf Vertical load = 0 plf in DESIGN ------------------------------ Footing Width = 0.00 ft 0.0 plf Ftg. CL to Wall = 0.00 ft 0.00 ft Ftg. Base Above/Below Soil 60,000 psi 0.00 ft At Wall Face [+/-]= 0.00 ft No Mu - Downward = Footing Type Line --------- --- WALL & FOOTING DATA ------------------------- 1;572 12,731 -- Toe -- 10.00 ft Toe Width = 1.50 ft 0.00 ft Heel Width = 5.00 ft Key Depth = 24.00 in Total Width = 6.50 ft Key Width _. 12.00 in Thickness = 12.00 in Key Dist. to Toe = 2.00 ft SLIDING CHECK ------------------------------ SUMMARY Ftg/Soil Friction Pressure @ Toe = 1,292 psf Factors of Safety: Factor of Safety Pressure @ Heel = 688 (-)Passive Overturning = 3.84 :1 Allowable Press. = 1,500 # Sliding = 1.60 :1 Eccentricity = 3.97 in DESIGN ------------------------------ 1 -Way Shear @ Toe = 11.0 psi Allowable Shear = 85.0 psi 1 -Way Shear @ Heel = 11.8 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Lateral Pressure = 1,755.0 # Factor of Safety = 1.60 (-)Passive Pressure = 1,200.0 Add'1 Force Req'D = 0 # (-)Friction = 1,608.9 --------------------=------- FOOTING DESIGN ------------------------------ ---Toe--- --Heel-- f'c = 2,500 psi ACI 9.1 Pressure = 1,876 999 psf Fy = 60,000 psi Mu - Upward = 2,035 0 ft-# Using SP @ Heel ? No Mu - Downward = 463 12,731 --------- Rebar Choices -------- Mu - Design ' = 1;572 12,731 -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in o.c. 7.06 Actual = 10.95 11.75 psi #5 @ 20.26 10.94 Allowable = 85.00 85.00 #6 @ 28.76 15.53 Rebar Cover 3.50 3.50 in #7 @ 39.22 21.18 Depth to steel = 8.50 8.50 #8 @ 48.00 27.88 Ru = Mu/bd^2 = 24.2 195.8 #9 @ 48.00 35.29 Min. Rebar % = 0.0018 #10@ 48.00 44.82 RetainPro (tm) (C)1989,1990 ENERCALC ROBERTSON and DOMINICK. TITLE: Jackson 870•MANZANITA CT., STE. D DESCR: Foundation Retaining Wall CHICO, CA 95926 (916)894-3500 JOB #: 97-553 BY:RE @ 11/05/97 --------------------------------- STEM DESIGN --------=------------------------- Pg 2 ' of 2 <------------- Stem Designs --------------> Wall Info.... ----------------------------------------------------------------------- < At Various Heights Above Ftg. > DESIGN HT. ABOVE FTG. = 5.00 1.00 ft WALL TYPE ABOVE HT. Masonry Masonry Thickness (nominal) = 8.00 12.00 in Rebar Size # 5 # 5 Rebar Spacing = 16.00 8.00 in. Rebar Placed at' Edge Edge DESIGN DATA.......................................I....... .......... Lateral Load @ Ht. = 622 .. • 1,462 # MOMENT..... Capacity = 659 4,044 ft-# Applied = 625 3,645 " SHEAR...... Applied = 6.82 10.50 psi Interaction Value = 0.938 0.927 Wall Weight = 76.0 118.0 psf Rebar Depth = 5.25 9.00 in MASONRYDATA .............. .......................... .............. f'm ... = 750 750 psi Fs = 24,000 24,,0.00 psi Grouting Full Ezell Special Inspection NoYe �,,-.5,$) n : Es / Em = 51.56 . Tension Embed=.004DbFs = 56.94 54.08 Short Term Increase = 1.00 1.00. CONCRETE DATA............................................................ f' c = psi Fy = psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments -�- Resisting Moments -� Origin of Force: ---------------- # ft ft-# # ft ft-# -------- Active Soil Press. = ------ 1,815. 3.67 ---------------- ----- 6,655 --------- Soil over Heel = 4,400 4.50 19,800 Soil over Toe = -60 0.67 -40 165 0.75 124 Sloped Soil @ Heel = 110 5.17 568 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 247 1.83 453 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 239 2.27 541 Added Lateral Load = 0 0.00 0 Ftg & Key Weight = 1,275 3.07 3,919 1/3 Active Pressure= --------- 0 0.00 --------- 0 TOTALS = --------- 1,755 -------- 6,615 6,436 ----------------- --------- 25,404 --------- RetainPro (tm) (C)1989,1990 ENERCALC Soil Ht 811Mas w/5@16° 00 1211Mas wi5e811 1211 Wall Construction A SEE ARCHITECTURAL 112V A.B. s PLANS FOR ® 6'-0' O.G. SURFACE / JOISTS PER AND DR41MA6E\ / / PLANS EGTURAL DETAILS PLANS 4'm ROCK PERF. PVC PIPE. TRADE —� TO DRAIN 1155 AT W O.G. CONT. #4s — 0 515 o 16' O.G. VERTICAL �+ 41e O 32' O.G. HORIZONTAL (TYP.) EMBED INTO 12' cw WHIR 8' GMU ALL CELLS 6ROUTED 12' Ch1! ALL CELLS 6ROUTEP N -VERT 455 BENT INTO FOUNDAT. 16' MIN. — CONT. 04 NOTE: USE GRADE 60 STEEL 2.500 PSI COW -REM 6 ` MAXI MUM FOUNDATIONIRETAININO WALL DETAIL NM 11T�I�_ ��„_ GOWAGT>=D FILL O-/ WALL (ALL CELLS 6ROUMV) ` X T #5s a B' O.G. 4'm ROCK PERF. PVC PIPE. TRADE —� TO DRAIN 1155 AT W O.G. CONT. #4s — 0 515 o 16' O.G. VERTICAL �+ 41e O 32' O.G. HORIZONTAL (TYP.) EMBED INTO 12' cw WHIR 8' GMU ALL CELLS 6ROUTED 12' Ch1! ALL CELLS 6ROUTEP N -VERT 455 BENT INTO FOUNDAT. 16' MIN. — CONT. 04 NOTE: USE GRADE 60 STEEL 2.500 PSI COW -REM 6 ` MAXI MUM FOUNDATIONIRETAININO WALL DETAIL NM P.O. Box 1216 410 Pine Street Red Bluff, CA 96080 .(916) 529-3560 FAX 529-0953 870 Manzanita Ct. Suite D Chico, CA 95926 (916)894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer ROBER TSON AND DOMINICK Civil Engineers & Surveyors. Nov. 1997 Resubmittal Structural Calculations for Clark Residence Lake Oroville Butte County, CA Robertson and Dominick accepts responsibility for only those structural elements specifically addressed in these calculations. ROBERTSON an d ' DOMINICK Civil Engineers & Surveyors MUCO (916)694-9800 RED BLUFF (916)628-9590 Rc" c L"'K )�� -1 S'lv".tw - .S = c, L c -17 Cil � S--Qj py I t, I-- S� / �'/'S 2, JOB NO. PROJECT 1e DATE SHEET ___L-_ OF. WOOD BEAM DESIGN SIMPLE SUPPORTED ,& UNIFORM LOAD OJECT: :,a,. yi `•:a•::.':':f,::'t'r r::;•:,Yk ..;;:..r,.;a;• •;i't'•' :l%� f< :MBER LOCATION: � ��,jjjj��j��((/1 **!!�� �.:;:.:•.x; •. � ..r.:::::• :• ..:.::,. • L•.'•::t2:E'•>i::.•a:.::.z•.:.c..z<zcu.i�a:::iv.�c::tvtCx IIFORM LOADw.-- FT. w= ::»»»;>.;:::.::.:.::>.� �` •. NGTH=FT. 144 INCHES LOWABLE DEFLECTION= Us= ALLOWABLE STRESS MODIFICATION FACTOR= MBER GRADE k -n LOWABLE STRESSES: C aA �C 0.40 INCHES BENDING €<r€€A3 PSI SHEAR MODULUS OF ELASTICITY s'r h v f ff ff 3ENDING MOMENT= MAX. SHEAR= :CTON MODULUS REQUIRED: AREA REQUIRED: :)MENT OF INERTIA REQUIRED: 1656 FT.—LBS. 552 LBS. 19.87 IN^3 8.72 IN.^2 63.12 IN.^4 19872 'IN. -LBS. => Z X / O => S C oo 2 � v' s ROBERTSON and DOMINICK 870 MANZANITA CT., STE. D CHICO, CA 95926 (916)894-3500 TITLE: Jackson DESCR: Foundation Retaining Wall JOB #: 97-553 BY:RE @ 11/05/97 -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------- ---------- SOIL DATA ------------- = 24.00 ------------------------------------------ ------ ADDED VERTICAL LOADS ------ 0.00 ft Add'1 Lateral Load = Allowable Bearing = 1,500 psf Axial DL on Stem = 247 plf Active Lateral = 30.0 psf Axial LL on Stem = 0 plf .....Max. Active = 0 0.00 ...Ecc. (Toe side +) = 0.00 in .....Slope Active = 0.0 " = 3.84 :1 Allowable Press. Footing Type Backfill Slope = 8.0:1 ---------------------------- Surcharge over Toe = 0.0 psf (horiz:vert,O=Level) Retained Surcharge over Heel = 0.0 " Passive Lateral, = 150 ft Using Heel Surcharge to 0.00 Soil Density = 110.0 pcf resist overturning ? No Mu - Upward = Soil Ht over Toe = 12.O in Using 1/3 vertical ? No Mu - Downward = ---------------------------- ADDED LATERAL LOADS ------------------------- Rebar -Choices -------- Mu - Design = 1,572 Lateral Load Acting On -- Toe -- Adjacent Footing: One-Way Shear: Stem Above Soil = 0.00 psf Vertical load = 0 plf Key Depth = 24.00 in Total Width Footing Width = 0.00 ft Add'1 Lateral Load = 0.0 plf Ftg. CL to Wall = 0.00 ft ...dist. to start = 0.00 ft Ftg. Base Above/Below Soil = 0.250 dist. to end = 0.00 ft At Wall Face [+/-]= 0.00 ft (-)Passive Overturning = 3.84 :1 Allowable Press. Footing Type Line Sliding ---------------------------- Eccentricity WALL & FOOTING DATA ------------------------- DESIGN ------------------------------ Retained Height = 10.00 ft Toe Width = 1.50 ft Wall Ht. above soil = 0.00 ft Heel Width = 5.00 ft Key Depth = 24.00 in Total Width = 6.50 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 2.00 ft SLIDING ------------------------------= ------------------------- SUMMARY Ftg/Soil Friction = 0.250 Pressure @ Toe = 1,292 psf Factors of Safety: Factor of Safety Pressure @ Heel = 688 (-)Passive Overturning = 3.84 :1 Allowable Press. = 1,500 # Sliding = 1.60 :1 Eccentricity = 3.97 in DESIGN ------------------------------ 1 -Way Shear @ Toe = 11.0 psi Allowable Shear = 85.0 psi 1 -Way Shear @ Heel = 11.8 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Lateral Pressure = 1,755.0 # Factor of Safety = 1.60 (-)Passive Pressure = 1,200.0 Add'1 Force Req'D = 0 # (-)Friction = 1,608.9 ---------------------------- FOOTING DESIGN ------------------------------ ---Toe--- --Heel-- f'c = 2,500 psi ACI 9.1 Pressure = 1,876 999 psf Fy = 60,000 psi Mu - Upward = 2,035 0 ft-# Using SP @ Heel ? No Mu - Downward = 463 12,731 --------- Rebar -Choices -------- Mu - Design = 1,572 12,731 -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in o.c. 7.06 Actual = 10.95 11.75 psi #5 @ 20.26 10.94 Allowable = 85.00 85.00 #6 @ 28.76 15.53 Rebar Cover = 3.50 3.50 in #7 @ 39.22 21.18 Depth to steel = 8.50 .8.50 #8 @ 48.00 27.88 Ru = Mu/bd^2 = 24.2 195.8 #9 @ 48.00 35.29 Min. Rebar % = 0.0018 #10@ 48.00 44.82 ROBERTSON .and DOMINICK 870 MANZANITA CT., STE. D CHICO, CA 95926 (916)894-3500 TITLE: Jackson DESCR: Foundation Retaining Wall JOB #: 97-553 BY:RE @ 11/05/97 STEM DESIGN RetainPro (tm) (C)1989,1990.ENERCALC Pg 2 of 2 <------------- Stem Designs --------------> Wall Info.... ----------------------------------------------------------------------- < At Various Heights Above Ftg. > DESIGN HT. ABOVE FTG. = 5.00 1.00 ft WALL TYPE ABOVE HT. Masonry Masonry Thickness (nominal) _ ' 8.00 12.00 in Rebar Size # 5 # 5 Rebar Spacing = 16.00 8.00 in Rebar Placed at Edge Edge DESIGNDATA ....................................................... Lateral Load @ Ht. = .. 622 11462 #• MOMENT..... Capacity = 659 4.,044 ft-# Applied = 625 3,645 " SHEAR...... Applied = 6.-82 10.50 psi Interaction Value = 0.938 0.927 Wall Weight = 76.0 118.0 psf Rebar Depth = 5.25 9.00 in MASONRY DATA ........................................ f'm ................... = 750 750 psi Fs = 24,000 24,000 psi Grouting Full Full Special Inspection No Yes n : Es / Em 51.56 51.56 Tension Embed=.004DbFs = 56.94 54.08 Short Term Increase = 1.00 1.00 CONCRETEDATA............................................................ f'c = psi Fy = psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� Origin of Force: ---------------- -------- # ft ft-# --------------- # ft ft-# Active Soil Press. = ------- 1,815 3.67 6,655 ----- --------- Soil over Heel = 4,400 4.50- 19,800 Soil over Toe = -60 0.67 -40 165 0.75 124 Sloped Soil @ Heel = 110 5.17 568 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 247 1.83 453 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 239 2.27 541 Added Lateral Load = 0 0.00 0 Ftg & Key Weight _ 1,275 3.07 3,919 1/3 Active Pressure= 0 0.00 0 TOTALS = 1,755 6,615 6,436 25,404 RetainPro (tm) (C)1989,1990.ENERCALC Soil Ht 8"Mas wi5@16" •........... ...........................• 12"Mas wi5L-8" 13.00 1 2 24" Wall.Construction • f f Soil Ht 8"Mas wi5@16" •........... ...........................• 12"Mas wi5L-8" 13.00 1 2 24" Wall.Construction SEP ARGHITECTURAL I/2'4P AB.'s PLAIDS FOR ® 6'-0' O.G. cc�gGE / 10/5T5 PER AND DRAINAGE / PLANS EGTURAL DETAILS ��' ` *0 ROCK PERF. PVC PIPE. 6RAOE —� TO GRAIN 05'S AT I6' O.G. CONT. 04's - 0 515 ® 16' O.G. VERTICAL 0 419 O 32' O.G. HORIZONTAL (T1'PJ EMBED INTO /2' CMU 16" MIN. 6' CMU ALL CELLS 6RCUTED 12' 0-V ALL CELLS 6ROUTE0 N -VERT 455 BENT INTO FOUNOAT. IB' MIN — CONT #4 NOTE: USE GRADE 60 STEEL 2500 P51 CONCRETE 6' MAXIMUM FOUNDA TIONIRETA ININO WALL OETAIL NT5 Ig COMPACTED FILL CMU WALL. (ALL CELLS 6ROUTED) 3°- QQX I T ms's • G.O.G. I I ` *0 ROCK PERF. PVC PIPE. 6RAOE —� TO GRAIN 05'S AT I6' O.G. CONT. 04's - 0 515 ® 16' O.G. VERTICAL 0 419 O 32' O.G. HORIZONTAL (T1'PJ EMBED INTO /2' CMU 16" MIN. 6' CMU ALL CELLS 6RCUTED 12' 0-V ALL CELLS 6ROUTE0 N -VERT 455 BENT INTO FOUNOAT. IB' MIN — CONT #4 NOTE: USE GRADE 60 STEEL 2500 P51 CONCRETE 6' MAXIMUM FOUNDA TIONIRETA ININO WALL OETAIL NT5 P.O. Box 1216 410 Pine Street Red Bluff, CA 96080 (916) 529-3560 FAX 529-0953 870 Manzanita Ct. Suite D Chico, CA 95926 (916)894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer R OBER TSON A ND D O INICK Civil Engineers & Surveyors Clark Residence Lake Oroville Butte County, California Structural Calculations MWROBERTSON and DOM,,,,, Civil Engineers & Surveyors CAICO (916)884-3500 RED BLUFF (916)1529-3,590 %-7oaf 'r wA y . ZtAt Ways — �z C OX -7 5 e5 / covj � �5� vvt /-oS �/ r/, �,,, 2 - '1zMee JOB NO. 97- 553 PROJECT ' Jarl� h%�s DATE6' 9-7 SHEET _ /____ OF --LO _ 7c5-la / /3/0sT l� 3Clo )C l�Ps i = 2 I,S,(o 166 -79 (/oX< -s) = 5/35 Ms 615— "o 5 f ROBERTSON and DOMINICK Civil Engineers & Surveyors OUCO (816)884-3500 RED BLUFF (918)628-3660 v=mac w pw V = -3(/)(2 7s) w S JOB NO. 1 7-553, PROJECT �_L�-li &-1j sc DATE 6-25--f-7 SHEET 2 OF �o = . /03/VV 44 72°A4 A4 lav <<J 0�-- JCY -Ad i_oQdS V,ja d 4"►' ., / 31 2 8 / + A/(6) 4 '-/(Z) isys) (�) - /Ug — --> �2 9 MR ,W= s1lg2)(/�) V5 = . 03 die • �o �:�5) - /9 y� lb s /1122), 898 ROBERTSON and DOMmcK Civil Engineers & Surveyors CHICO (918)884-3600 RED BLUFF (918)629-3660 Gl�e�lL a�f y o' .� all S 44 Loa,�S : ��v �����- 0S) Ils� Gy9, vu4.�� yil�) ��� )� �3) = 598 l'65 4P t9yg = Coy9 l6 5 /2 ;;r M6 17 2+ /Diloy�) &Yqv RL = 171? As OV ..s vs. - . 5-.wipsa." 402,1 A, = 0-c e_ 8 Gnx JOB NO. 97-x.53 PROJECT 61ort< hws DATE /o -2s -Q7 SHEET . OF t PL T Re A14"oS �9ysA - . lCo2- 1 % pIYw y ROBERTSON and DOMINICK Civil Engineers & Surveyors CALICO (916)884-3800 RED BLUFF (916)629-3860 �rYjw1rC /ocL�C .: � WG�/V' Z 2- 5 5 l q-1;6 -1 �2 pl y w c ao/ JOB NO. _ q 7 - 55 PROJECT Cln-k. Zkvse DATE 6-2-5--'77 SHEET --4Z-- OF /D y. v 3.0 !- S �wf D Wei, 14- �- lU(8 2)(IS�- �'�3y) (G •S) t 3YCl�!) �/�.o� = Z3� yes l`5 Us = • 1031(23, y25') = 2,lis-1 � s VS= —12 N �5 =S 7-(p 1� 5 �rt nor 22 1 �l�i�tg11� �yawt Vi d o 4.e" U-.,e `f Ue ,4t WOG I 5(9)60)( 9-9 = i(�7 X65 u,=zy�$ 2Z' 32(o II 11 )KL- 'f RR t o I i iLt� q64; wq 4-/- c Aar .�,.o 1 w U -7s mm ROBERTSON and DOMINICK Civil Engineers & Surveyors CHICO (816)694-3600 RED BLUFF (816)629-3660 �'j zm =o JOB NO. _ q7 -SS3 PROJECT 6lav4c tlous.#-- DATEZ5-97 SHEET OF F _ /D V = - 2, -5-(Z -7 2 (q) –57?L 5 RL = — G9/S --t-21:31-1 k = •- -7 9 6 Alc, 1740 s /70d oujvl /bC4Ard,,5 -r,r ee,, w Q / pOZA — h,le1ow .1S IT IP No2A —a p4lctaw� s QT TT�HcQ�7`'�'i► �04�sz Pea r El a vq It'.o" I a�¢iy.y✓<t•r/ i i Flwr leve I �rse�.�, Icvej Pea r El a vq It'.o" 11�,o ROBERTSON and DOMINICK TITLE: Jackson 1614,K 870 MANZANITA CT., STE. D DESCR: Foundation Retaining Wall CHICO, CA 95926 (916)894-3500 JOB #: 97-553 BY:RE @ 6/30/97 ------------------------------------------------------ CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 ---------- SOIL DATA ------------- Allowable Bearing = 1,500 psf ------ ADDED VERTICAL LOADS ------ Axial DL on Stem = 247 plf Active Lateral = 30.0 psf Axial LL on Stem = 0 plf .....Max. Active = 0 = 0.250 ...Ecc. (Toe side +) = 0.00 in .. .Slope Active = 0.0 " 1,155.0 # Factor of Safety = 1.51 Backfill Slope = 8.0:1 Pressure = Surcharge over Toe = 0.0 psf (horiz:vert,O=Level) (-)Friction = Surcharge over Heel = 0.0 " Passive Lateral = 150 Using Heel Surcharge to ---Toe--- --Heel-- Soil Density = 110.0 pcf resist overturning ? No 738 Soil Ht over Toe = 12.0 in Using 1/3 vertical ? 'No 0 ---------------------------- ADDED LATERAL LOADS ------------------------- Mu - Downward = 463 Lateral Load Acting On --------- Rebar Choices Adjacent Footing: Mu - Design = 533 Stem Above Soil = 0.00 psf Vertical load = 0 plf Add'l Lateral Load = 0.0 plf 'Footing Width = Ftg. CL to Wall = 0.00 0.00 ft ft ...dist. to start = 0.00 ft Ftg. Base Above/Below Soil 85.00 dist. to end = 0.00 ft At Wall Face [+/-]= 0.00 ft 3.50 in #7 @ 39.22 Footing Type Line 8.50 ---------------------------� WALL & FOOTING DATA ------------------------- 41.76 Ru = Mu/bd^2 = Retained Height = 8.00 ft Toe Width = 1.50 ft Wall Ht. above soil = 0.00 ft Heel Width = 4.00 ft Key Depth = 15.00 in Total Width = 5.50 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 2.00 ft ------------------------------- SUMMARY --------------=----------------- --- -------------------------------- Pressure @ Toe = 765 psf Factors of Safety: Pressure @ Heed = 627 Overturning = 3.82 :1 Allowable Press. = 11500 Sliding = 1.51 :1 Eccentricity = 1.09 in 1 -Way Shear @ Toe = 3.7 psi Allowable Shear = 85.0 psi 1 -Way Shear @ Heel = 12.7 psi ----------------------------- Ftg/Soil Friction = 0.250 -------------------- SLIDING CHECK ---------1------- Lateral Pressure = 1,155.0 # Factor of Safety = 1.51 (-)Passive Pressure = 792.2 Add'l Force Req'D = 0 # (-)Friction = 956.6 ---------------------------- FOOTING DESIGN ------------------------------ ---Toe--- --Heel-- f'c - 2,500 psi ACI 9.1 Pressure = 900 738 psf Fy = 60,000 psi Mu - Upward = 996 0 ft-# Using SP @ Heel ? No Mu - Downward = 463 7,082 --------- Rebar Choices -------- Mu - Design = 533 7,082 -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in o.c. 10.57 Actual = 3.70 12.72 psi #5 @ 20.26 16.39 Allowable = 85.00 85.00 #6 @ 28.76 23.26 Rebar Cover = 3.50 3.50 in #7 @ 39.22 31.72 Depth to steel = 8.50 8.50 #8 @ 48.00 41.76 Ru = Mu/bd^2 = 8.2 108.9 #9 @ 48.00 48.00 Min. Rebar % = 0.0018 #10@ 48.00 48.00 ROBERTSON and DOMINICK TITLE: Jackson/6IgrK 870 MANZANITA CT., STE. D DESCR: Foundation Retaining Wall CHICO, CA 95926 (916)894-3500 JOB #: 97-553 BY:RE @ 6/30/97 STEM DESIGN Origin of Force: Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge @ Heel = Surcharge @ Toe = Axial Load on Wall = Load @ Proj. Wall = Averaged Stem Wts. _ Added Lateral Load = Ftg & Key Weight = 1/3 Active Pressure= TOTALS = -- SUMMARY Pg 2 of 2 <------------- Stem Designs --------------> 0 0.00 Wall Info.... < At Various Heights Above ----------------------------------------------------------------------- Ftg. > Resisting DESIGN HT. ABOVE FTG. = 8.00 ft WALL TYPE ABOVE HT. Masonry # Thickness (nominal)•. = 8.00 in Rebar Size # 4 1 Rebar Spacing = 16.00 in Rebar Placed at Cente 2,933 DESIGN DATA ............................... .........................247#. 11,244 -60 Lateral Load @ Ht. _ -40 165 MOMENT..... Capacity = 326 ft-# Applied = 0 10 SHEAR...... Applied = 2.71P si Interaction Value = 0.026 0 Wall Weight = 76.0 psf Rebar Depth = 3.75 in MASONRY DATA ........................... f1m 0 0 Fs = 750 psi Grouting 24,000 psi Special Inspection Full No 247 n : Es*/ Em = 51.56 Tension Embed=.004DbFs = 0.00 Short Term Increase = 1.00 CONCRETE DATA ............................ ..............................Psi f'c - Fy = psi Origin of Force: Active Soil Press. _ Soil over Heel = Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = Surcharge @ Heel = Surcharge @ Toe = Axial Load on Wall = Load @ Proj. Wall = Averaged Stem Wts. _ Added Lateral Load = Ftg & Key Weight = 1/3 Active Pressure= TOTALS = -- SUMMARY OF FORCES & MOMENTS -------------------- 2,737 0 0.00 �- Overturning Moments Resisting Moments -� # -------- ft ------ ft-# --------- # ft ft-# 1,215 3.00 ------- 3,645 1 ----- --------- 2,933 3.83 11,244 -60 0.67 -40 165 0.75 124 76 4.39 335 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 247 1.83 453 0 0.00 0 1,155 0 3,605 .. 608 1.83 1, 115 1,012 2.70 2,737 0 0.00 0 3,826 13,779 RetainPro (tm) (C)1989,1990 ENERCALC kt-1 1 Construction ....................................... -........- Mas wi4@16 P I DL=247, LL=O Wall Loading Diagram r I 0 ElConcrete ® Masonry ® S o i l ® Surcharge ® Added Load I® Adj. Foot �i Axial ROBERTSON and DOMINICK JOB N 7- Civil Engineers & Surve ors �• SS 3 CJt7CO (916)894-3600 RED BLUFF (916)529_3680 PROJECT Cl, -4 -lc DATE 6 25 - 9 SHEET --Lq-_ OF (o LoQo(: �v s Co g/4. 4SA8 - 0y7 bsAt qq 'See fiyc �: iCc.�✓,..e plart5 For stjr Fo c c - F�vor S"Lw►v Wa rl (ALL Cells Grovfec ) 3 z y" � Per�ov4-i�c� FVC P�pQ ,Grade Tc ��aiv� • ys L /G "o c - C°"�ipvovS�yS &sew"+- Rei: see FQy� 9 P.O. Box 1216 410 Pine Street Red Bluff, CA 96080 (916) 529-3560 FAX 529-0953 870 Manzanita Ct. Suite D Chico, CA 95926 (916) 894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer 6/26/97 ROBERTSON AND DOMINICK Civil Engineers & Surveyors Clark Residence Lake Oroville Butte County, California Structural Calculations a ROBERTSON and DOMINICK Civil Engineers & Surveyors C,FUCO (916)994-3600 RED BLUFF (916)829-3660 ui IJ i �Oal V,Z ox Tvs S es VI -/q l,/ i �X e C✓ 5�'cJC L (> C. 7 -✓I s Ne—c ;44 /Flee e,7>.,c JOB N0, 9-7- 553 PROJECT G;larl� haus DATE -&-Z6 - 9-7 SHEET I OF 7b1i,,, / 2 z:0-1tr; or �Ai- l�s - �9 �/o��G - S• � - S13S /65 0 6115-� s 1< ROBERTSON and DOMINICK Civil Engineers & Surveyors CHICO (916)694-3500 RED BLUFF (916)629-3660 V=2c W Aw V = -30)(=)_ V S 76 / � a� ,bo JOB NO. 17 PROJECT - t-' DATE -6-215-91 SHEET ' OF /o - -/o3/V 7;�' 7L4 / w_e,> 14 t = 6"x,3 45- V= �/b 3/ 5.9 e. s �_VV,fid Lo4GC,j Le-f-fj lgo1.-f- 13(2-12 f -/3i21) + A/ (6) 4 4/(Z) 2) P ' 7s rw Z' ys) P W= 5/ 12 +' (o(3y)C�-s) �- lY(l3)(5(�) = /�, 070 Vs = ./031(/19.90 l2p5F ROBERTSON and DOMimck Civil Engineers & Surveyors CHICO (916)894-3800 RED BLUFF (9116)829-3860 Ciec,41- oaf- y o' Viall s Loa.0 s • & y 598 4 p l d -e - 4P 2 t9yg = &y9 lbs i 4" M6 L72� i0(6,yy) 2 �JRL _ - 119Cv - 13 y 1 RL = 9 7 g /b s JOB NO. 97 =SS3 PROJECT DATE_ lo- 2c--97 S H EET_ OF 102— t PL T Re ... ROBERTSON and DOMINICK • Civil Engineers & Surveyors CHWO (916)894-3800 RED BLUFF (819)829-3880 Low A& -� ' o F (oo✓ w ctAA JOB NO. _17 -SS PROJECT C l rrk DATE - 2-5-9 7 SHEET -Y-_. OF /O Z X12 �v:sf3 3.0 Sl s lq-1 o17 /. v �2plywouo/ �. � 9�s s -t7' /v- o lis F 2 j<►gY(/3, yes I`s V's = • /031 (231 42,51) = 2 y /•5•" /. 5 Z-, VS= —12H�5 3upl�5 �fi�oT 22 i wpzlwh -4--6,41 40 v2 -75-DAs 7Ss0 / W^ 'C bow 1� 75 165 32(p I KL- -p RR wq & -7S t 883 t ?S $ ROBERTSON and DOMINICK Civil Engineers & Surveyors. C19CO (916)894-3800 RED BLUFF (916)829-3880 JOB NO. _ q7 -sS3 PROJECT _ Cla►-lco�s� DATE Z5"97 SHEET_ OF Lo _ D=-Z,s(Z7((,) -t 3z,�, (9) —,SRL No /14/4/0W 170dOW►1 kceQ_, w q /j NOzA — 4441ow vl S (T �/P ) NO2A —� r�ldawhs (T SST81 (.�, A„j,,. jgolt5 h,)p) Peo r A i Floor leve I i SST81 (.�, A„j,,. jgolt5 h,)p) Peo r A ROBERTSON and DOMINICK TITLE: Jackson 161A -k 870 MANZANITA CT., STE. D DESCR: Foundation Retaining Wall CHICO, CA 95926 (916)894-3500 JOB #: 97-553 BYRE @ 6/30/97 ---------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 ---------- SOIL DATA ------------= Allowable Bearing = 1,500 psf ------ ADDED VERTICAL LOADS Axial DL on Stem Shear = Active Lateral = 30.0 psf = Axial LL on Stem = 247 0 plf plf .....Max. Active = 0 ...Ecc. (Toe side +) = 0.00 in .. .Slope Active = 0.0 " Backfill Slope = 8.0:1 Surcharge over Toe = 0.0 psf (horiz:vert,0=Level) (-)Passive Pressure = Surcharge over Heel = 0.0 " Passive Lateral = 150 = Using Heel Surcharge to ---------------------------- FOOTING Soil Density = 110.0 pcf resist overturning ? No f'c Soil Ht over Toe = 12.0 in Using 1/3 vertical ? No psf Fy ---------------------------- ADDED LATERAL LOADS ------------------------- 996 0 Lateral Load Acting On SP @ Heel ? No Adjacent Footing: 463 7,082 Stem Above Soil = 0.00 psf Vertical load = 0 plf Add'l Lateral Load = 0.0 plf Footing Width = Ftg. CL to Wall = 0.00 0.00 ft ft ...dist. to start = 0.00 ft Ftg.- Base Above/Below Soil 12.72 dist. to end = 0.00 ft At Wall Face 0.00 ft #6 @ 28.76 23.26 Footing Type Line 3.50 ------------------------ WALL & FOOTING DATA Depth to steel = 8.50 Retained Height = 8.00 ft Toe Width = 1.50 ft Wall Ht. above soil = 0.00 ft Heel Width 4.00 ft Key Depth = 15.00 in Total Width = 5.50 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 2.00 ft ------------------------------- SUMMARY Pressure @ Toe = 765 psf Factors of Safety: Pressure @ Heel = 627 Overturning = 3.82 :1 Allowable Press. - 1,500 Sliding = 1.51 :1 Eccentricity = 1.09 in 1 -Way Shear @ Toe = 3.7 psi Allowable Shear = 85.0 psi 1 -Way Shear @ Heel = 12.7 psi ----------------------------- Friction SLIDING CHECK ---------- -------------------- L = 0.250 Lateral Pressure = 1,155.0 # Factor of Safety = 1.51 (-)Passive Pressure = 792.2 Add'1 Force Req'D = 0 # (-)Friction = 956.6 ---------------------------- FOOTING DESIGN ------------------------------ ---Toe--- --Heel-- f'c - 2,500 psi ACI 9.1 Pressure = 900 738 psf Fy = 60,000 psi Mu - Upward = 996 0 ft-# Using SP @ Heel ? No Mu - Downward = 463 7,082 --------- Rebar Choices -------- Mu - Design = 533 71082 -- Toe -- -- Heel -- One-Way Shear: #4 @ 13.07 in o.c. 10.57 Actual = 3.70 12.72 psi #5 @ 20.26 16.39 Allowable = 85.00 85.00 #6 @ 28.76 23.26 Rebar Cover = 3.50 3.50 in #7 @ 39.22 31.72 Depth to steel = 8.50 8.50 #8 @ 48.00 41.76 Ru = Mu/bd^2 = 8.2 108.9 #9 @ 48.00 48.00 Min. Rebar % = 0.0018 #10@ 48.00 48.00 ROBERTSON and DOMINICK TITLE: Jackson/6IgrK 87'0 MANZANITA CT., STE. D DESCR: Foundation Retaining Wall CHICO, CA 95926 (916)894-3500 JOB #: 97-553 BY:RE @ 6/30/97 STEM DESIGN RetainPro (tm) (C)1989,1990 ENERCALC Pg 2 of 2 Wall Info.... <------------- Stem Designs --------------> ----------------------------------------------------------------------- < At Various Heights Above Ftg. > DESIGN HT. ABOVE FTG. = 8.00 ft WALL TYPE ABOVE HT. Masonry Thickness (nominal)- = 8.00 in Rebar Size # 4 Rebar Spacing = 16.00 in Rebar Placed at Cente DESIGN DATA .............................. • .........................247#. Lateral Load @ Ht. _ MOMENT..... Capacity = 326 ft-# Applied = 0 Is SHEAR...... Applied = 2.71 psi Interaction Value = 0.026 Wall Weight = 76.0 psf Rebar Depth = 3.75 in MASONRY DATA ..........................` f1m Fs = 750 psi Grouting 24,000 psi Special Inspection Full No n : Es'/ Em = 51.56 Tension Embed=.004DbFs = 0.00 Short Term Increase = 1.00 CONCRETE DATA .......................... Fy _ psi psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� Origin of Force: -------------- -------- # ft ------ ft-# # ft ft-# Active Soil Press. = 1,215 3.00 --------- 3,645 ------- ----- 1 --------- Soil over Heel = 2,933 3.83 11,244 Soil over Toe = -60 0.67 -40 165 0.75 124 Sloped Soil @ Heel = 76 4.39 335 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 247 1.83 453 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. _ 608 1.83 1,115 Added Lateral Load = 0 0.00 0 Ftg & Key Weight = 1,012 2.70 2,737 1/3 Active Pressure= --------- 0 0.00 0 TOTALS = --------- 1,155 --------- 3,605 --------- -------- 3,826 -------- --------- 13,779 --------- RetainPro (tm) (C)1989,1990 ENERCALC i 11. Construction ........................................... $"Mas w.,14@16 0 51 1E DL=247, LL=O Wa11 Loading Diagram AV l Concrete ® Masonry S o i 1 ® Surcharge ® Added Load ® Adi Foot i Axial ROBERTSON and DO MINICK JOB NO. 7-ss3 Civil Engineers do Surveyors cxrcO (916)894-3600 RED BLUFF(916)629-3860 PROJECT C ezvk. /7/6 ,es DATE / SHEETOF__ 41V 45 Cv 9/e,l�sAI - 2 y-7 At See •-- c 0'" Coe LI_�i� F; V" 4 Per,(ovwlec/ PVC- Pape ,(nide To 0raih LegL�, Rock c Cc%4;pvDO S*y S --- -- SaGw►V WA I! i' JLL CI.I�S �rov�`�G'{ i / S 4or-0 zOvl I q ) 0 3Z O.C. G `► i ys L /G "co C 071-30-0-015 92-3995 CLARK Ralph _ Rock' -Pt 'Rd, Oroville �PSj lec .for future lot development r • S/o-Y34-62b5- At C4llea. G d E arc -Q. c o o. . � ��� �� ^ � :_ �y,..,,y-,. .m�j;...9,,..,�i-rte,. ���1i�'�-�'^iTr t'"-7r"-T^'�^r�,).+rwn7/T").�w-�•-�.R-S'y-' �,� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS.9 PERMITIO, 7 County Center Drive - Oroville, Califomia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 071-300-015 ZONING FR -10 BUILDING PERMIT `k' #h Clark TELEPHONE 625=4388 SO. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS 1670 Ponderosa Rd., Oakley 94561 CONTRACTOR'S NAME OwnerQJ TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace .,. CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER E, NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS t Permit fee $ w n Rocky Point Rd. PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 P n ox 1,500 ft. N. of Enterprise Rd.,) Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL�MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome❑ Other i SPECIFY I Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities® Installation 0 e ❑ Describe work: Electric for Future Lot Developmnn Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AA 00OR LESS 2OR LESS 1 18.50 } CONTRACTORS LICENSE LAW [ I declare under penalty of perjury (Check One): '}jJ ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUSlness and Professions Code and my license is in full force and effect. License No. Classification ° I, as the owner, or my employees with wages as their sole eompen- sation, will do the work,and the structure is not intended orioffered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) I ❑ I am exempt under Sec. , Business and Professioris Code for this reason ! Main service 200ATO1000A) 37.50 NEW CONST. / DWELLING OCCUPM OR ADDNS. ACC. BLDGS. // 1 3.60sq.ft. NEW -ON`TRULLOUT LET NON-RESID BRANT CH CIRC ITS @ 5•00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EAJ 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee s33.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become. t to the W. C. provisions of the Labor Code, you must forthwith comply with u provisions or this permit shall be deemed revoked. " �' Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation rPermlt Fee $ Contractor I I certify that I have read this application and state that the above information. is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all Ili bilities, judgments, costs, and expenses which may in any way accrue aga'h� said County uence f the granting of th77',it,4"�_ �%X "� g 9 Date 1 Signature o Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. r MobileYHome Installation Fee S Energy Inspection Fee $ occ co"s"YPE TOTAL FEE S 33.50 HAz DFEES IMP FLOOD CDF PARCEL PD HD ISSUE (This permit is hereby issued under the Bions of the Bu to Counode and/or work IndIC fie al% r which fees IRETQOF'PUBLIC Bit P RMIT EXPIRES Date / applicable provi- resolutions to do have been paid. WORKS Date 9� No. 129685 _ y WHITE-D.r.W., YELLOW-A88[880R, PINK -INSPECTOR, GOLDENROD -APPLICANT _ .., c 7?�'e_-'mak -moi' �". �I. t.:sii+,a'++7�'A�JRR►.e...i�"T .+w. / COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 ' CORRECTION NOTICE C', �R X�z 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 notify this office when correction of work is.completed. If you have any questions pertaining to this matter, or negd additional explanation, please contact this off* immediately. 14 14 -7- P A Ver L "4f Il --tt, e,*Xr-` r JZ1 21 /9 Z 0w �..tr c. l l ea� waw cn,�s a + Z eicAt/4�•� /?,-SO Wo el, Date j 2'- 't - Cl �- Inspector REV 11/91 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERNYT NO_ A routine inspection indicates that the following violations of Butte County Ordinanoeseristat the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additionalelgdanadon, please contact this office immediately. 1 l� iAj�ez- W L�- /?/1j'A'Lle3 Z -,'Xy r ��(r�S> n?--- 6 L AV &A-/ Date ! t f 2 Inspector REV 11/91 � le 'S D6 -AD AV &A-/ Date ! t f 2 Inspector REV 11/91 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPUCATION AND PERMIT PERMIT NO ASSESSOR PARCEL NUMBER ZONING FR -10 BUILDING PERMIT q0,71-3,00-015 tCaYpRll Clark TELEPHONE 625=4,88 SO. FT. OCC. BUILDING VALUATIO OWNER'S MAILING ADDRESS lv70 Ponderosa Rd., Oakley 94561 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ wls Rocky Point Rd. PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 f Enterprise Rd. Solar or heat pump water heater 20.00 LO O. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities o� Installation❑ Other ❑ Describe work: Elec, ric for Future Lot Developmnt. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 11 18.50 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑I am licensed under p provisions of Cha t. 9, Div. 3 of the Business/POWER and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A1 37.50 NEW CONST. / DWELLING OCCUP.e!) OR ADDNS. l ACC. BLDGS. 3.64sq.ft. NEW CONSTR. U LOUT LET NON.RESID BRANCH CIRC ITS � 5.00 APPARATUS e (SINGLE OUTLET CIR. ) EX. OCCU p OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 1 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 3.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation P errnit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all li biliti es, judgments, costs, and expenses which may in any way accrue aga' said County on uenf the granting of this pe mit. X .419 ,� ce � ,.�/ }� Date /7-4� –7� Signature o Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 33.50 HAz DFEEs IMP FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under the sions of the Butte C0u ode and/or work Indic r which fees OF PUBLIC BY P MI EXPIRES Date /—/3— applicable provi- resolutions to do have been paid. WORKS Date `l'3 Receipt No. 1 96R5ESSOR WHIT!-D.P.W., YELLOW -ASSESSOR, PINI( -INSPECTOR, GOLDENROD -APPLICANT • ` r•u<'• ,.r .�-�.; .. ,.�H 1.2•x..-.. ,. �.rro�..t �t.�"t�.��..r��Lr :...4'..ra x�,..ic::--a'`...'R-riT�lr.7ry�..1"�'L}1` �_.., r.sJ}.-..�-c-�,^,r ,...-' H-.• %a --COUNTY OF BUTTE d0EPARTMEWVOF. PUBLIC WOFBUILDING DIVISION 7 COUNTY CENTER DRIVE' - ORO � E,. CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 7 H � L -4E le -1- Proposed Building Use Building Inspecto Date / Z pplication, I was advised the following data must be submitted prior to permit processing and/or issuance: At time of pe�� DATE RECEIVED BY Leolo'1, All items have been submitted . ......................................... 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. Plot plans, 3/4 sets, signed by preparer of plans ........................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... . Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof$ .......................................... Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . ............. City of Chico plumbing permit. ..,t ....................................... Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ........ Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). ... . Preanspedion requ-e-s1- Pre -inspection for required. .. to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ) ............ Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ......................................... Mobilehome utility clearance..................................ke ........ Documentation of legal access . ....................................... . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits" ...................................... Plan check list . .................................................... . When you issue the permit, process as follows[ Mail to owner. Mail to contrac or Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applican Date / Copy of Haz-Mat form sent Health Dept. Fire Dept.. Air Pollution Date► Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans¢approved by Date Sets of plans on hold in File cabinet AP fold r' Copy - Department of Public Works COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. 'No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not m),e- signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City. Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person. to coordinate, supervise, and provide the major work: Name Address City Phone.Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed:. Property Owner Social uri umbe Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 3; �� ;, �.'...� �. � �_ 3; �� ;, �.'...� � I •+r - COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION %a7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754,1���� lyyo• (Rev.12/96) APPLICATION AND PERMIT ''fir ASSESSOR PARCEL NUMBER 1 —? 40 —0/5,- ZONING .T-- - BUILDING PERMIT OWNER _ r+h d FT �� r TELEPHONE' i % - SO. FT. OCC. BUILDING VALUATION + OWNER'S,MAILING ADDRESS r 17, 6 Co u '((P CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAIUNG ADDRESS ' CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER i LICENSE NO. Filing Fee $ 20.00 Permit Fee $ • ARCHITECT OR ENGINEER'S MAILING ADDRESS I Plan Checking Fee 46.3U BUILDING ADDRESS l Energy Plan Checking Fee $ $ Q COV f t k PERMIT FEE $ • LOT NO. SUBDIVISION'S NAME • PARCEr MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 - Water piping 15.00 Each gas water heater or vent 15.00 - TYPE OF WORK New ❑ Addition (9 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ _ Describe Work: %n.r', i1 (�N�Q-� �(_ • =low Gas piping system t - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo.AOR.ss 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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. e� License Class a Lic. No. �a Y % OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 6 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 OCCUP. SO OR ADDNS. ( QF. NON•RESID. MULTI -OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLETCIR. 20 ry 100 Ex. OCCU • OUTLET OR FIXTURES SAL ® .50 Ex. Occup. ouiLEET AEESSOOREA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ID"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.) ❑ 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 provisions. T X__. c _ r Date S! / _'/ �--- Signature of Applicant - [I Owner ❑ 5'ntractor ❑ Agent " An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 13$.i3A HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. / r B, Date � j /- PERMIT EXPIRES ON 'y Date Receipt No. �' S� f / �� ' �� _ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT )ev.12196) -COUNTY OF BUTTE-DEPARTMENTOFDEVELOPMENTSERVICES-BUILDI DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (91 538-75 PER I � o. APPLICATION AND PERMIT a � ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER D TELEPHONE — SQ. FT. OCC. BUILDING VALUATION :1 r17 OWNER'S MAILING ADDRESS 2 P . 6aov WeAMC CONTRACTOR'S NAME TE PHONE O -7 OZ D , CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ 707,0 . ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $� ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ j BUILDING ADDRESS CICS 0►wl— Energy Plan Checking Fee $ $ 1 Id 3. O e0uf L(e— PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 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 )S Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4012aia/Y,+< COQ., IISIM (fir- c ) —lY70 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service "*.A 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. ...16e� > % OWNER -BUILDER D CLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: tKi, 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 ,000A 46.00 NEW CONST. OW ,"NG OCCUP. SO OR ( 8 ACC. 3.5¢FT: CNS. OUTLET NON-RFOSID. CT c CU 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 @I.00 Ex. Occup. OUTLET OR FIXTURES aAL p .so Ex. Occup. ouTEiFrs 2.16.oERa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinci 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 here>y 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.) ❑ 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 fo comply with those provisi ns. X �RiI// DLJ _Date ����-- Signature of Applicant - wner ❑ ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE TOTAL FEE $ 14 E:HAZ. D.FEES IMP FL000 CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. B Date / PERMIT EXPIRES ON II// k Da 4 Receipt No. 2 3 6 45 7 04 l 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev.12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND,PERMIT PERMIT NO. ASSESSORPARCELNUMBER _ ZONING '- BUILDING PERMIT OWNER n O /`J' T LEPHON E C.•CL� SO. FT. OCC. BUILDING VALUATION OWN 'S IU ADDRES Oro C/ ;//o - CONTRACTOR'S NAME CPAN )� eon TELEPHONE oust 9 CONTRACTORS MAIFJNb ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Fling Permit Fee $ YL90 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS //i'� d Energy Plan Checking Fee $ $ �✓lf9 PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF PI Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK er ❑ New ❑ Addition l#' Remodel ❑ Utilities ❑ Installation Zzc Describe Work: O l/ ) u �ItCL GGGIII 1, ►� !/ — I / / Q Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800OR LESS Main Service .VA OR LESS AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing w ith 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 affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 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 OCCUP. OR ADDNS. ( 6 ACC. BLDS. SO 3.50FT. NEW CONS . MULTI.OUTLET = RESID. @7.50 PO, APUTLETPARATUS b SINGLE OCIR. Ex. Occup. OUTLET OR FIXTURES SAL p 1.50 OR Ex. Occup. GuiLEEOrsA'R'.16.) FF. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I 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.) ❑ 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 rt w h comply with those provisions. X f�� Date Signatu of Applicant - itYOwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD I CDF I PARCEL PD I HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Dale Receipt No. WHITE-D.D.S. CANARY -ASSES OR PINK -INSPECTOR GOLDENROD -APPLICANT 138-1130 116 . OD S -COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: U A / �� Gl,4Q/�- �S���SOR PARCEL N[JMBER: / Proposed Building se: w lf}iiig ector: ate: At time of permit applica 'on, f was advised the following data must be submitted prior to permit processing an or issuance: Date Received By ❑ 1. All items have been submitted ----------------------------------------------------------------------------- ot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- J 03. plete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 116. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ---------------------------- ------------------------------------------------------------- 0 9. A4 =6u`fictured Home data and installation instructions including Tie Down Specifications .------------------ Feesof $4q -.s S ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 3 . iloo`d elevation certificate.-------------------------------------------------------------- -----/-J---r�� . anitation and plot plan approval SHealth Department. -- - -- Ell 5. Citv of Chico Dlumbine nermit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------- ------------------ ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. -------------------------- ------------------------------------------------------- E127. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: Wnel ou issuM7—'7C(_�>Dand tcess as follows ❑ Mail to owner, ❑Mail to contractor. honehold for pickup at office. ❑ Deliver with inspector. ,o � Applicant: a5±5�----es Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O r: Date: By: 1. Index permit application for the above items numbere : 14 ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, N6sldvis4of the above reby ephone, GKmail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer own acmes d tthe above r aired data b ❑ phone, ❑ mail, ❑ Buildin D* son counter, by Date: Plans reviewed by: Date: Plans approved by: Date:— Sets of plans on ho in ❑ Plan Cabinet, 13 A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. J PRCT PROCESSING Rjj'"ORD APPLICANT: OWNER: PERMIT: A. P. #: WORK DESCRIPTION: DATE � • 2� •48 1L 9� DESCRIPTION OF STEP I -&I f ESP= X w6 rM tt.. � •t rc 9 Permit Applicant: Ralph and Donna Clark Assessor Parcel Number: 071-300-015 �7- Permit Number: 98-0563 Date: April 28, 1998 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Deferred submittal was to be for entire deck. This deck has changed from original submittal as deck has expanded and now has a trussed roof. Details from previous plan still shown on plans even though they conflict with new. Please provide 3 sets of new plans for entire deck detailing current proposed configuration including all _'9 spans, member sizes and connections - those at house wall and at deck exterior: IY" All engineering to be on these three sets of plans. _ 2. The 6 X 6 posts in the middle of the deck area were for the support of a beam that carried the scissors trusses. Now that Truss 3 appears to carry these trusses indicate 6 X 6 post use and check adequacy. howSG 3. What loads are being carried by 6 X 10 beams perpendicular to bele if truss T3 is carrying scissor truss? (Floor and roof and beams.) 4. Does new soffit with horizontal shear diaphyram apply to the entire trussed roof over porch? If not how are lateral loads from scissors truss area carried by to shear walls? Show engineered solution on plans. over 5000 pounds are to be reviewed by engineer (T-3). If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Martha Whitney . I � ! ( I ! . i. I � ' I � I .�. I � I � �_-�-1 1 � I..I ' I I� I � I �•; i r ' I I ...__ ' ... _. .. .... _. . oor—MM ..... r +fes._._ I � _4 ru _'...,_.i ..__ i_.._4r.._i L_-i_-•+._,._L.- � _1._. I .L: 1. �...) i .�I ....-_I..:. _. _ ._..;. ;Jill lI` , . _ ..,.�! � �' - '--I-' -gig �-p �;:j; -.' 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' ._I_ -.1-... _ _ "�•� __F._�...•!. �i'_.. ..t_�_.}_.lJ_ _.._ ....J_LJ_1__I._.l-»._i_ _�...__' _. �_-. _._.. _.._1'....._.. .III.. _. _. .. , I r I /,0/ G 22w LT7-f . . . . . —oo.Q vm� + o �a = 3v%zh�.-= 3 �' lo�-f � 2��� xci•z.� z 2.�P�� �8'� Psc;.- d� w SQA '�� 2 1. os d ZDV �,c4S� -2-z"Z bb2 24" ) W Off, 4L'J tz c-Qr - 4L'J tz • I tz d C"14 �u C- �' o th ty so ;91 • C"14 C- �' Q ci t J' p Ai u -t Q ci 0, A L A N D U r N A I U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 53(2-2140 April 29, 1998 Ralph and Donna Clark 125 Rocky Point Road Oroville, CA 95966 Re: Application and Permit Fee AP# 071-300-015 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Permit # 98-0563 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, cc.. : M«�tk�.. �mowryl �C• Martha Whitney Permit Applicant: Ralph and Donna Clark Assessor Parcel Number: 071-300-015 Permit Number: 98-0563 Date: April 28, 1998 be VWW,,O WO The above referenced building plans were received by this office, Provide additional information and/or make revisions to plans, specifications and calculations as follows: Deferred submittal was to be for entire deck. This deck has changed from original submittal as deck has expanded and now has a trussed roof. Details from previous plan still shown on plans even though they conflict with new. Please provide 3 sets of new plans for entire deck detailing current proposed configuration including all spans, member sizes and connections - those at house wall and at deck exterior. All engineering to be on these three sets of plans. ,2"4 The 6 X 6 posts in the middle of the deck area were for the support of a beam that carried the scissors trusses. Now that Truss 3 appears to carry these trusses indicate 6 X 6 post use and check adequacy. ,3--"� What loads are being carried by 6 X 10 beams perpendicular to hose if truss T3 is carrying scissor truss? (Floor and roof and beams.) e4f/ Does new soffit with horizontal shear diaphyram apply to the entire trussed roof over porch? If not how are lateral loads from scissors truss area carried by to shear walls? Show engineered solution on plans. All reactions from trusses over 5000 pounds are to be reviewed by engineer (T-3). Check foundation. F4kA- Gth4-G4 > ci,2 G&17* fKNC6e,-N Aswc4 xt-bo w►�Fi-'i' ' — f2aollj �� � �t'�: a ,!' � � �-, -76 (2 ZI LPyrb 15-11N ,( 1wei'vowc, ` ��+A��-� i ��v Ir C�Rkv►'i�1 I.&TOO 'L /+*JXLrrS1`4, If you wish to discuss any requirements, you may contact me at (53 0) 538-7541 between 1:00 P.M. and 4.00 P.M., Monday through Friday. Martha Whitney building Is yours bolted to the house, or just nailed? Betty Gerisch was nudging through a dinner -party crowd of Salvation Army members, aiming for a buffet table on the deck of a house in Atlanta one evening three years ago. Just as she and her hus- band, Robert, stepped through the door, she heard a loud crack and found herself fallrhe through air. The deck had pulled away from side of the house and collapsed, dumping 60 guests onto a concrete patio 18 feet below and scalding dozens of them in a torrent of overturned grills and chafing dishes. The scene "looked like a battlefield," BY CURTIS RIST PHOTOGRAPHS O'CONNELL 103 reported one firefighter. Ambu- lances jammed the street as res- cue workers helped people with broken pelvises, broken backs and third-degree burns. Robert Gerisch, 77, a cardiologist, suf- fered a head injury that would keep him in the hospital for six 10 months. Betty Gerisch, 74, suf- fered a broken neck and a sev- ered spinal cord. "I fell on lawn furniture and cement planters, and then everyone fell on top of me," she recalls. "I was con- scious, but I dearly wished I hadn't been." She would never walk again. Three years later, she t M remains partially paralyzed and unable to get around except in', a wheelchair. "To think that, in one instant, life can change so dramatically," she says. "And all because of a badly built deck." Decks are phenomenally pop- ular in the United States. The National Association of Home Builders estimates they are included in nearly a third of all new houses, and decks are by far the most pop- ular do-it-yourself construction project. Yet structural defects that can bring decks down are frighteningly common. Although no one keeps statistics, "I'd say as many as 10 percent of the decks I've seen have serious design or construction flaws that could lead to cata- strophe," says Bob Fennema, a structural engineering consultant and member of the American Society of Home Inspectors. Moreover, deck collapses tend to occur just when the potential for injury is great- est: when a crowd gathers. Near Kalamazoo, Michigan, a 57 -year- old woman was killed when a deck crashed on top of her several years ago while revelers upstairs were singing "Happy Birthday." In 1995, at a campground in suburban St. Louis, more than 100 fans of the Grateful Dead rock group were injured, five of them critically, when a covered deck under which they had sought shelter from a thunderstorm broke away from a lodge. And at the New Jersey shore last summer, an outdoor wedding ceremony was disrupted when the deck collapsed as the bride and groom exchanged vows. (They com- pleted the ceremony in the emergency room, where doctors treated most of the wedding guests, including the mayor, who officiated.) A deck can even handle the rowdiest gang of fraternity broth- ers as long as the beam that carries the floor joists is properly bolted to the side of the house. By contrast, virtually every deck that collapses has been merely nailed on. Robert Falk, a structural engi- neer with the U.S. Forest Products Laboratory in Madison, Wis- consin, realized this while researching a deck -building manual five years ago. Falk had heard about the death of the woman in the deck collapse near Kalamazoo, and he wanted to find out the reasons for the failure. Using a database to search five years of newspa- per articles from around the country, he found that nearly every collapsed deck had been attached with nails, rather than bolts, and that investigators had pinpointed the nails as the cause of collapse. "On paper, you can calculate that nails will work," Falk says. "!n practice, it's a different story." As people gather on a deck, their weight and move- ., . ment translate not just into a downward force but also into an outward force that acts as a lever prying the deck away from the house. Nails work well to resist the downward force but are no match for the outward force. Held in place only by the friction of bent wood fibers, nails tend to loosen when wood alternately fl shrinks and swells with changes in moisture content and temper- ature. Once nails loosen, they offer even less resistance to the prying forces of a crowd. "There is no built-in safety factor with nails, no warning of a coming disaster," Falk says. "When they pull out, they pull out." A screwed -in connector behaves differently. It gains increased frictional strength from the wedging action of wood fibers along the entire length of the shaft. A lag bolt, which looks like a giant screw, has as much as nine times the pullout resistance of a nail for every inch of penetration, Falk says. Better still is the metal -to -metal connection of a true bolt, inserted in a drilled hole and fitted with a nut on the other side. Plac- ing a washer on both sides spreads the pulling force over a larger portion of the beam. "You'd rip the whole structure apart before those bolts would pull out," Falk says. Both of these connectors offer an extra benefit over nails: They don't suddenly pull out as wood shrinks and swells. But they may loosen over time. If the'deck is inspected annually, early signs of loosening will show up as a widening gap against the house. "With bolts, you're more likely to see a problem brewing before your deck falls," Falk says. Another crucial step is to keep the connection between deck and house dry by adding flashing to drain water away. This will protect both the deck and the house. Holes made in the.side of a house, even if filled with bolts, allow water to seep in. Jim O'Brien, who owned a construction company in Peachtree City, Georgia, recalls tear- ing a deck off a 7 -year-old house and discovering that water flow- ing in had rotted the house. "We literally had a 5 -foot section rotted so badly that you could put your hand through it," he says of the exterior wall. Flashing will prevent this, Falk says. He also advises squirting a durable caulk, such as silicone, into the holes drilled for the bolts: "The connection will be waterproof." Even better; Falk says, is to avoid attaching the deck to the house in the first place. A freestanding deck, built on posts so that a 1 -inch gap separates it from the house, allows water to drain with no dam- age to the house. However, the posts need cross -bracing to keep the deck from wobbling. The bracing gets in the way if the deck extends above a walk -out basement. "But this would be our recommen- dation in just about every case," Falk says. "From a durability stand- point, freestanding decks are the way to go." Norman Koplon, the director of Atlanta's Bureau of Buildings, Wheelchair-bound because of a deck collapse, Betty Gerisch makes her way down a ramp built with some of the $130,000 she and her hus- band, Robert, won from a court settlement. "Pm not bitter," she says of her catastrophe. "But I sure wouldn't want this to happen to anyone else." 104 knew none of this when he looked into the deck collapse at the Salvation Army party. The cause, at first, perplexed him. For one thing, this was no rickety, neglected structure. The deck, only 12 years old, had been built of rot -resistant pressure -treated wood and seemed as solid as the Georgian mansion to which it was attached. The deck wasn't overloaded either; it should have been able to support a crowd three times as large. Searching the rubble, Koplon came upon a small section of the deck that had remained in place. He checked it care- fully and found that it was attached with bolts. The collapsed sec- tion had been held on with a handful of 12d nails - 31/4 inches long. Instead of driving the nails where they would pen- etrate the solid -wood framing, the builders had simply hammered in about six nails every 16 inches. The result was that the tips of the nails penetrated the 3/4 -inch siding—but not a fiber of cellulose beyond it. "The wood clapboard was supposed to be holding up the whole deck," Koplon says. "This isn't anybody's idea of a safe situation." In addition, the builders had skipped flashing. The wood behind the beam was rotten and riddled by termites. Amazed that anyone could have attached a deck by just nailing it into siding, Koplon researched the recom- mended construction method. Thumbing through the Atlanta building code, he found a definition of a deck— but little else. "I could not find a single sub- stantial detail published on how a deck should be attached to a house," he says. "I just couldn't believe it." The lack of a code on deck attachment is not unique to Atlanta. Of the three main build- ing codes in the United States—all of which are scheduled to be con- solidated into a uniform code in the year 2000—not one deals with fastening decks to houses. "You're not going to find any prescrip- tive details relevant to the structure of a deck," concedes Mike Pfeif- fer of the Building Officials and Code Administrators, International, which publishes the BOCA National Building Code. The pro- posed consolidated code doesn't cover the specifics either: Designed to fit all climates, it focuses on broad building requirements and offers even fewer specifics than the current codes. Home construc- tion manuals also are little help, judging by a review of 19 books with deck plans. Only one contained drawings showing all the details required to properly attach a deck to a house. Many home owners expect local building officials to ensure that decks are properly built, but this, too, is a risky assumption. Although nearly all municipalities require decks to be built "to code," many do not inspect home -owner or low-cost projects, often defined as those costing less than $2,500. Bill Satter of Cav-Ark Builders Inc. in Niverville, New York, recalls building a large house in the Hudson River Valley for someone who later added a deck him- self. When done, it was obvious that the supporting timbers were too small. The building inspector noticed the flaw and ordered Sat- ter to rip it down. "When I explained the owner built the deck, not me, he let it go," Satter says. "It was okay if it was just something the home owner did." Some inspectors, however, have become crusaders for safer decks. After several col- lapses in Peachtree City, Georgia, building di- rector Tom Carty made proper deck -building his mission. He even has a model of a deck, with bolts and flashing, in his office. When any- one applies for a deck - building permit, he says, "I walk them by it and make sure they un- derstand every detail before I give the per- mit to them." The Gerisches also turned into reluctant experts in building a safe deck. By the time Robert Gerisch emerged from the hospi- tal, his cardiology practice had withered; he went into forced retire- ment. Betty lost even more, but she's grateful: Surgery restored her speech, she now moves her arms freely, and her spirits are strong. "She's smart and alert, as always," Robert says. "It's just a miracle that I'm alive," Betty says. To help her get around, the Gerisches built a deck that slants down to the walkway in front of their house in Bloomfield Hills, ?Michigan. Betty's proud of the way it's attached: with bolts, nuts and plenty of flashing. "This one doesn't worry me," she says. "Believe me, it's solid." is When the deck on this house near Kalamazoo, Michigan, fell during a party in 1992 -killing a S7 -year-old woman standing beneath it—building officials j�icials were perplexed. It appeared to have been bolted into place. A closer look revealed that the lag bolts—giant screws—had penetrated only the sheathing of the house and were not anchored into anything solid. Inspecting Your Own Deck To check the attachment between a house and a deck, go beneath it and look at the main beam: "If you don't see bolts and flashing, it's because they're not there," says Tom Carty, the building director for Peachtree City, Georgia. Adding lag bolts may make the connection more secure, but often either the beam or the house has begun to rot. Carty suggests sticking a pocketknife into the beam and the wall; if the blade penetrates easily, the wood is rotting and the entire deck -to - house -joint may need rebuilding. If bolts are in place but a gap at the joint appears, it could be a sign they are working loose or were never attached to anything structural in the first place. I 3 7" 4 ajdawiac UINTERIOR ©SOLE PLAI ©SIDING flnrmCKING UBAND JOTS OSILL PLATT a DECK JOH OJOIST HAA ODECK BEA [OSHEATHIN MBUILDING IMF= M 9 11 I4ttached to a House � Tuck flashing under exterior siding. Use galvanized flashing, because copper - laden runoff from pressure -treated wood will corrode aluminum over time. Use 1/2 -inch -diameter bolts with nuts and washers wherever possible, for extra strength. Insert two to four washers as spacers so deck beam can dry out. Attach metal hanger with nails specified by manufacturer. To avoid penetrating flashing with long nails, either attach the hangers and hammer over the nail tips before bolting the deck beam to the house, or switch to short, thick fasteners called hanger nails and reduce the load on each hanger as directed by the manu- facturer --often by one-third. q IUse pressure -treated lumber for beams and joists. Shown is an arsenic -free type. if the band joist is not securely attached to the structural framing of the house, strengthen the connection before Ci installing the deck beam. Hammer 16d nails at an angle so they penetrate through the sheathing Into both the band joist and either the sole or sill plate. Space these nails every 8 inches. After installing flashing, temporarily hang the deck beam in order to drill bolt holes. _ Then remove the beam, squirt. caulk in the holes and immediately reposition the beam in order to tighten the bolts. Where access on both sides of the wall is limited, a'h-loch-diameter lag bolt may be used. It must reach at least 11/2 Inches Into solid wood- 4nto the band joist or studs. H the sill rests on the foundation, use expanding anchor bolts. \I Extend the sheet of flashing below deck beam and bend the lip out over siding. OZO yUpI/►Le'rPp000CT8 RESOURCEB * PAOBf1t ' NOMMONW-717— - 2. Tom Silva's System Adding a deck to a house in Lex- ington, Massachusetts, This Old House contractor Tom Silva pays particular attention to the beam that connects the deck to the house and carries all the support- ing joists. "It's where 99 percent of mistakes are made," he says. roP: Because a beam pressed tight against a house can trap moisture and encourage rot, Tom creates a gap for air with spacers shaped to fit the recessed foun- dation of the house. He cuts the spacers from scraps of pressure - treated wood, nails them on and then drills two holes through each spacer and the beam, one hole near the top edge, another at the bottom. MIDDLE. Tom and his nephew Charlie Silva jockey the beam Into position. Aiming through the top holes previously made, they drill into the house's wooden sill and screw in lag bolts. Through the lower holes, they install masonry anchor bolts into the concrete foundation. eorroM: For flashing, Tom uses an adhesive -backed flexible membrane made of polyethylene film and rubberized asphalt. Tom prefers it to metal flashing because its sticky nature makes a watertight seal around bolts that penetrate the surface. Since the material could degrade in ultraviolet light, however, he makes sure to cover It with sid- ing and decking. To prevent rot, Tom constructs the entire deck frame from pressure -treated wood. This wood is usually loaded with arsenic and chromium as preservatives, but he works with a look-alike prod- uct treated with a safer preserv- ative, A.C.Q. For the decking, Tom switches to cedar or red- wood because he likes the look. 107 PLAN'REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: C 4Received By: Date: 7' ! — ?E– A.P. / #: �% C � ©" ©� S Permit #: --- �� -� Time:/ `q� ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision cc/ C -3(n ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup. at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ $46.00 Receipt #1 ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: ,�. u e ount L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 April 7, 1998 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Ralph and Donna Clark 125 Rocky Point Road Oroville, CA 95966 Re: Application and Permit Fee Permit # 98-0563 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other AP# 071-300-015 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney Permit Applicant: Ralph and Donna Clark Permit Number: 98-0563 Assessor Parcel Number: 071-300-015 Date: April 8, 1998 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Engineered plans required. Provide lateral design of deck. Provide 2 sets stamped, wet -signed plans and calcs. Provide one additional set that need. not be stamped or wet -signed. 2. Engineer must review and approve truss for lateral loads and design. Plans and truss calcs submitted can be picked up in the Oroville office between the hours 8: 00 a.m. - 4: 00 p. m. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4: 00 P.M., Monday through Thursday. Martha Whitney Wr EESIDENTIAL -- g2-4421 P r-- 071-30-0-015 Ralph CLARK, Point Rd, Oroville 125 Rocky utilities t travel trailer 92 311S 0 JOB FINALED (Dat"4—'7 Signature ,J CK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES Plans OK except ti's Zo ing Requirements -Setbacks -Easements of ,Special MH Support Sketch ewe ; Location -Test -Fall -C/O Concrete ater; Location -Test -Easement Needed (Sketch) lectricity; Location-Clearences-Grnd2mp-Concrete <6-el��ation-Test-Wrap: ; /"L"ft. ell Clearance & Disconnect tility Clearance 494 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. Exits; Insp.-Sketch 10. Cert. of Occupancy 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 tf's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except tt's 1: Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O=Not OK -=Not Applicable Not Ready RESIDENTIAL (; ' = Date UNDERFLOOR (Plans) OK except ti's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except ti's 16. Water Htr.; Vent -Access -Combustion Air -Baffle ------------ ------ --------------------------- 17. Water Pipe: Test & Anchor -Nail Protection ------------------ ------------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------------------ ---------------- - --19. Shower Pan; Test. First Floor -Tub Access --- - - - - 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 ----------------------- ---------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's 22. Fixture & Transformer Clearance -Ins. Protection - ------------- -----------23.-Elec.-Receptactes Spacing -Lights & Switches at Doors --- ------- --- --------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled ------------------------------------------------------------------------------ 25. Romex Installed Close to Edge of Studs & C.J. ----------------------------------------------------------------------- 26. Equip. Ground made up w/Meeh. Fastners-Bond Gas & Water ------------------------------------------------------------------------------27. 2 Appliance Circuts in Kitchen & Conductor SizerGFI ---- ------------------------------------------------------------ 28. Subfeed Wire Size / r ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ---------- _&_G 30. Service_Riser Conductors & -Ground-Main--Discnnect -------------------------o------------------- ----------- 31. Equip_ Clearances Panels_ Motors_ Mech. Equip. -------- 32. Clothes Closet Light -Shower Light -Spa Light ----------------------------------------------- -- -------------------------- 33. Smoke Detector --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ------------------------------------- -------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti's 34. A.C. Ducts Insulation & Support --------------------------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation - ------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade ---------------------------------------------- - - - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------------------------------------------------------------------- -- All i -c -Attic -Access-&- Platform if Furnance in Attic ---------------------------------------------------------------------------------- Date Card -B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ti's 39. Sils. Proper Material & Anchors -- ---- --------------------------------------------- ------------------ ------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound --------- --------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing ---------- --- --------------------------------------------- 42. Draft Stop in Walls (rat proof) 43. Fire Stops Furred Ceilings-Stairs-Chases-Tub ------------------------------------------------------------- 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr, ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits --------- ---------------------- 53. _Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic -------------- 58. Shear Walls: Nailing -Bolls 59. Insulation -Walls -Ceilings - -- ------- -- ---------- 60. Infiltration -Walls -Windows --------------------- --- Date Card B-1 Date Card B-1 --- ------------------------ Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 61. Ext. Steps -Door & Sidelight Protection -Landings --- ------------------ 62. Smoke Detector ------------------------ - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meeh. Protection ------- --- ------------------- 64. Bedroom Exiting ----------------- ------ ------------- 65. --------------------65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ---------------- 67. Stags & Rails -------------------------------------- - 68. Fireplace or Stove: Clearances -Hearth -------------- - ------------------ - 69. Elec. Outlets at Wood Panel: Int. & Ext. 70 Kit.Fixt & Appliance: Grnd -Air Gap -Cooking Clearance --------------------------- - -- 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing -Landing -Closer •-------------------------------------- - 73. A.C. Duct in Garage -Damper -- ----- ---------- 74. - - 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor -Meeh. Protection ----- --------------------------------- 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection -------------- 7;.- Insulation -Foam -Looked in -Attic ❑ Yes -------------------------- - 78. -Guard -Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld. Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No --------------------------- -- 81. Stucco: Brown -Finish -------------------------- --- 82. A.C. Unit: Disconnect. Electrical, Plumbing -------------------------------------------- 83. Vents Above Roof; Plbg -Appliance-Fireplace.-Clearance to Openings 84. Water Well: Disconnect. Electrical, Plumbing -------------------- -- ---- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House --------------------------------- 87. Glass Protection ------------------------------------------------ 88. - - -------------------- 88. Corrections from Previous Inspections ------------------------------------------- ----------------- -- 89. Gas Test -Meters Tagged: Gas -Electric ---------------------------------- -------------- 90.- -------- -----------------90._ Water -&-Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ------------------- -------------------------------------- Date ------------------------------------Date Card B-1 Date Card B-1 --------------------- ----------------------- - --- Date Card B-1 Date Card B-1 -- ------------------------- Date ----------------------Date Card B-1 Date Card B-1 Comments at Final: rf , COUNTY OF -BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 9z_ APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0717-300-015 ZONING FR -10 BUILDING PERMIT OWNER Ralph Clark 510 TELEPHONE 625-4388 SO. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS 1670 Ponderosa Rd., Oakley 94561 CONTRACTOR'5 NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 155,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 35.00 2 Rocky Point Rd. Oroville PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Travel Trailer SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile HomeS G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities X❑ Installation ❑ Other ❑ Describe work: Travel Trailer UtiliLies Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00AOR LESS 18.50 CONTRACTORS LICENSE LAW declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification le I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A1 37.50 NEW CONST. DWELLING OCCUP.&) 3.64sq.ft.I OR ADDNS. ACC.BLDGS. NEW CONSTF ULTI.OUTLET NON-RESID BRANCH CIRCUITS) @ 5•�0 (POWER APPARATUS el ,SINGLE OUTLET CIR. EX. OCCU 20 76 p OUTLETS OR FIXTURES Ex. Occup. OUTLETS ((RESID )REA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue aga' t said County i on uence Jofhe granting of this %p mit. X f Date �s Signature of pplicant — Owner �J Contractor ❑ Agent ❑ ` - An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE I TOTAL FEE $80,00 HAz DFEES IMP FL` CDF PARC PD HD Is E This permit is hereby issued under the applicable provi Bions of the utt o Code and/or resolutions to do or which fees have been p id. work in ' ed b kIOF PUBLIC WORKS Py MIT EXPIRES Date Da e-�// 9 `Cleceipt No. 130171 ITC -O. P. W.. YELLOW-Age(e90R, PINK -INSPECTOR, GOLDENROD -APPLICANT / f COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENTSERVIrCES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 OWNER 441,*'�vl PER IT APPLICATION DATA SHEET �, 1A441, A. P. No. Q7/- ,306 -o Proposed Building Use T Building Inspector Date 12 s8 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. DATE RECEIVED' BY All items have been submitted. ' 2. Plot plans, 39/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans.:?' ..................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .............................................. 6. Energy Design Compliance and supporting documentation . .................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. 10. Mobilehome dat and manufacturer's installation instructions, 2 sets. Fees of $3�- 11. Impact fees as shown on attached sched le. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. .. ............ . !/ /k/14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............ . 17. Planning approval for (A) Use: (B) Parking: 18. 19. Contact Land Development about (A) Improvements (B) Drainade. Driveway (construction approval required to occupancy)\ 20. permit prior Y � Prean edion reue� Pre -inspection for t required.\\. to Build n9 inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). ... \........ . 22. Certificate of Workmans Compensation Insurance . ........................... 23. Owner -Builder Verification (Given to owner Mail to owner " ). . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded died of parcel creation and 60 right of way to a public road. .... . 27. 'Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list. .................... 34. When you issue the per it, proct as follows: Mail to owner. Mail to contractor. . I/ TelephoneS/0 b, -J6_ . nd hold•for pickup at office. Deliver with inspector. Other Parcel Creation [�,a Z Z Acreage Applican e Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. r Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required°data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works tid F 1 r COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA'. 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention. Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to.provide the major labor and materials.for construction of the proposed property improvement (yes or no) 2. I (have/have not)f�►i'y signed an application for a building Permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide'portions of this work, but I have hired the following person to coordinate, supervise,.and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: ✓ �' Property Owner Social S curit Ni er �— — Date —` Z5 1� NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroviile, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 71-2c)0-015- ZONING g -/O BUILDING PERMIT OWNER AtPH C&AIRK TELEPHONE 6 Z.S Se, SQ. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS O P0NDEWoSA- 1? 0, C CONTRACTOR'S NAME TELEPHONE CON ACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER - UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ -Z0. ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 1 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME ' 1 PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE / SF El Duplex ❑ Mobilehome❑ Other TMr�,f(.� Ti V&i (ee SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home G W @ 15.00 TYPE OF WORK New ❑ Additioh ❑ Remodel ❑ Utilities/�J Installation❑ Other ❑ � � Describe work: Permit Fee $ Jr e ogz Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service R LESS 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NON i am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATOI000AI 37.50 NEW CONST. / DWELLING OCCUP.81 OR ADONS. 1 ACC. BLDGS. I 3.6Q sq.ft. NEW CON5TR ULT( -OUTLET .R ESI BRANCH CIRC ITS @ 5 00 /POWER APPARATUS h1 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES20 @ 76d RAI 0 4691 Ex. Occup. OUTLETS FIXED P(RESID IKEA.) I 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee Contractor $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 15.00 Heating Coolin g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — OWner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3!sstories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE ^� TOTAL FEE $ (SJf HAz 0FEES I IMP I FLOOD I CDF PARCEL PO HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. _ IINIi[•D. P. W., YELLOW-ASSCSSOR, PINK -INSPECTOR. GOLDENROD-APPL I CANT uj'F d yi5• //� C" z 11 Ow , ,, /Z ---- 11 XJtr,,;A ` \ 1 (VOTE:—A50 Tvilai;. ,rice . `t o-.1-a–,am ip .S1ri;i be in Accordance wi? is oi; ; :l' 6ractices and ot��7 C GiiCis 3' :: { _. ~i i :� ' w:.i` :�1E Use in fhe3 Godes and Cf, 6e. This set of p9ans and specifications MUSt be kept on the job at all times and it is unlawful to ma►�e.any Ac2rges or alterations on some without written permissionfrom the Department of Public Works, County of Butte. Loccat on of 51ructuies (:� equipment shall be as shown & clear of all easemenffi: '44 GF v(oR G1 ,r :i TO: FROM SUBJECT Building Department Environmental Health Sanitation Clearance ()NLA - Plot P n Auathcd Sent lu Ii. U. nn k4> ��h Owner U Location AP# Plan, Approved for: Sewage Disp0-al, Water Supply: Public Private Well �lccile'� / al rie � � Clearance for � bedro m �9�3r}C tome. 011ier Hold final for: Final clearance O.K. for: NOTE Environmental Health Specialist 8/92 Date y 15 Ro Ay ptRoadlot ' l i (° J APPROVED =: Butte County Environmental Health Date lo _ �•'�,�/ Signature E 7 Environmental Heafth DEC 2 8 1992 s }�� Oroville, California All that real property situate in the County of Butte, State of California, described as follows: t7 -'SEE ATTACHED LEGAL DESCRIPTION* COB % o OF SUVE pCEPT 31 1992 Date: P PERTY 0«'ER State of CALIFORNIA) On this the 28TH day of DECEMBER 19 92 before me, the ) SS. undersigned Notary Public, personally appeared County of BUTTE ) ` RALPH R. CLARK ¢nemm�ennneuraeeemaueunuenueeuuwenuu►nennuerr� {=-� Personally known to me .X� Proved to me on the basis - •'• 2 - 5 9 17 _' Return t;o DPW AGRICULTURAL -STATEAK OF ACKNOWLEDGEMNT OFFICIAL SEAL 973527 • FOR RESIDENTIAL DEVELOPINMNT IS Section 26-8.1 of the Butte County .Code JAPH2 CLARK M'JTNRv vesFr:.Ir.... s;a�aFogwlA I requires this acknowledgement be recorded and acknowledged that HE '''• MY c® prior to issuance of a building permit. 92 " 917 �1 Rec Fee 23.00 The property described herein is adjacent 1 Cash = to land or included within an area zoned Recorded I for agricultural purposes, and residents Official Records I of this property may be 'subject to incon- County of I veniences or discomfort arising from the Butte I use of agricultural chemicals, including, Candace J. Grubbs I but not limited to herbicides, pesticides, Recorder I and fertilizers; and from the pursuit 12:01pm 28 -Dec -92 I PUBL XX 7 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 agricul- tural zones which have as a priority use for productive 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: t7 -'SEE ATTACHED LEGAL DESCRIPTION* COB % o OF SUVE pCEPT 31 1992 Date: P PERTY 0«'ER State of CALIFORNIA) On this the 28TH day of DECEMBER 19 92 before me, the ) SS. undersigned Notary Public, personally appeared County of BUTTE ) ` RALPH R. CLARK ¢nemm�ennneuraeeemaueunuenueeuuwenuu►nennuerr� {=-� Personally known to me .X� Proved to me on the basis - •'• _' of satisfactory evidence. V) OFFICIAL SEAL 973527 m to be the person(s) whose name(s) IS x JAPH2 CLARK M'JTNRv vesFr:.Ir.... s;a�aFogwlA I subscribed to the within instrument and acknowledged that HE '''• MY c® """ '' 6,FPuTrE F== c3pF. -.a, executed the same for the purposes therein contained. IN WITNESS .xp T&•F; ,sss NPlendfllaF➢11eai1PlPF1aFPc::aaa39aeeaP;F13i!.1112!111tamS:EF1!a!n/� = WHEREOF, I hereunto set my hand and official seal. Present A.P. No. AANIERK_.. Notary Public U3nAl' IN00 :31,jU3.LH3D UanlUoS3U 011I1401.110A 3111 3O 0IS HbY3 NO ,L.�3.I ac `�fIIKL Gav ''1t 9 'a•O'u '3.Sv:'[ C. aOrlvd '111UON 301S dI1 V3 N 'SZ qNY 9C SNOI3.03s 30 SttOIJ,iod SSOU;)V UNV ?13n0 Y H1011A HI J..333 09 S3SO"nd UVOtI :ZlOd AVM 3b 4.1f0I21 3AIStt'IJX3-P10t1 • wS •ONINN1D39 d0 J,NIOd 311,' OS l"A 88'90E 'ZSY3 w6i �LZ '030 00 HJd1o5 '3NI'1 A'1t;3.LSv3 aIVS r)N0'I�f 3ON3111 INOIJ- ,61 Z 3NI1 0 HIMIC)S 3H1, os .1333 Oh'COL '.LSV3 uCE E5 '03U Giv9L H1.2tON 30N3H,L :1.333 tr i'. ' 91 £ J.SY3 u00 .9 £ ' 03U b5 H.Lt10S 3NI'1 A'ILIb,L:.'Y3 OIVS 7NTAV31 :mN3111 •x333 51,91E 'J,S3M u6b �tr4 '03a 00 H,L210N ONM%r S3N3t[ '3Nx'1 A'IH31SV3 311.E s :yC tcox,tass axvS ,�o ti3313*tn0 "I J,svaHsnOS 3H.L do vuuvnb LSv3HJ,�1os 3HZ 3o HZxno3 3.10 ISM31t,L. Jo 9NI1 A'I213ZSV3 3H7. 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Jz33 SS9 AO aOtNVSSIO V '9£ N01133S a'VS d0 d0 Zl1IOd 3nssJ. 3HIs o 3NPI NZnos 214,L OWN ZSY•3 30N�11Z .9C NOYJ,J3S dItlS 30 3NI'I )"110S 311,E NO 4.NI0d V O,ti 5333 OZtt d0 30HY�LS10 Y a9t NOi4.03S OIVS d0 ' �t3.L�tY(1D dSY31LLnOS 3144. d0 U3.LMO ,LSUPInOS 3HZ 30 A''IVH ,SBM 3HZ r° d0 W1vH 1411V3 311.E d0 3HIII IS314 HHJ. 0N0'2Y H=OS 30113MIL -19C NOZSJ3S [JIVS d0 u3.wvn0 y�111nos 3HZ d0 2I3J,Z1Vna J.SV3N,Lt10S 3HZ a10 ,'IVH ZS3tA 211.1 30 d'IVH ZSY3 3HZ do U3000 LS3MH UOR 3113, ,LY Imlod Y 01 a t�.; , J.333 5Z Y do 30HV.L5IU Y ' 9C Nor -1 -MRS dIYS 30 213tna J,S1t3};,LnOS 3ill ' d0 u3wtno tswi nps 34Z 30 2U.11 RUON 3}IS, ON01Y ISM301fdH,L 9E d' HOIJI33S QIVS 30 g3S,Hyno d,SV3HZnos 3HZ do 2i xavna isviHSn05 3HZ 10 W.LMON 3H1 NO ZNIOd V OZ 3133,3 OZ£T 30 3JNY4.SI[3 'V '9t NOI3,J3S ,,.. ;alvs d0 3NI'I IM $)1b NZIC1 Z3 'I1fdYd CHrI itJ,21oN 33113NJ. :0313It30S3 �._. M12S3H CHT1 JO 'I30t3Vd MQ Hod 9NINHIO39 d0 J,NIOd 3f1ZiZ 3H,L Ov =3A 3d SLS d0 80KVtsi I Y 19C NOTWAS OxVS do 3KI'I Minos 3HZ ON01 ZSR ZON3H.L 19C 80I,L73S OTVS d0 H39UOO .LSV3HtnoS all'.4V ONIHNI038 "" SY a3HI�S3C1 EZiItlIpOXS,Z1Vd 31101. ''fi y •8'd'i[ 'S,SV3 S 89NY+1 i15.1i0N pt dIHSN11o,L '9E KOXIT-039 d0 t[' ZWnb S.SVZ)41AOS 3HZ d0 NOISaiOd Y :SMO'I'I03 SV 03111WS30 '3Jsna 3o ASNnaO '111ti230dx'=!t'0 aid aJ,YSS 3" NI 3ZYtIs,Is 11jMdo)td 1V3ii NIV,LU30 IVHL 'I7V x0iMl S90 L00/nod 911IAH0 01 91111 d 11VA-OIIH WOH Nid88 4.l H 8Z-ZI 12-28-92 12:38PM FROM MID -VALLEY TITLE TO OROVILLE P003/007 9 ' 91,391�►3 ' ��"w "� oRbER Ko. DU-121007-7 CONTINUED BEGINNING AT A POINT IN THE CENTERLINE OF THE LUMPXXX ROAD, FROM WHICH POINT OF BEGINNING THE SOUTHEAST CORNER OF SAID SECTION 36 DEARS SQUT}H 78 DEC. 031 EAST, 4 ,0.35 FEET, BEING ALSO THE PAINT OF BEGINNING FOR THAT CERTAIN RIGHT OF WAY DESCRIBED IN THAT CERTAIN DEED TO JAMES F. MOORE, RECORDED SEPTEMBER 30, 1966, IN BOOK 1445, PAGE 124, OFFICIAL RECORDS; THENCE ALONG SAID MOORE RIGHT OF WAY CENTERLINE, NORWH 22 Uf:G. 41' WEST, 56.99 P4ECT; THENCE NORTH 62 DEG. 591 WEST, 128.04 FEET: THENCE NORTH 19 DEG. 38' W£S'?r, 209_65 FEET: THENCE NORTH 17 DEC. 401 EAST, 156.46 FEET; THENCE NORTH 78 DEC. 29' EAST, 239.98 FEET; THENCE NOM 48 DEG. 461 EAST, 79.43 FEET: TH$NCE NORTH 28 DEG. 53' WEST, 205.51 FEET; THENCE NORTH 13 DEC. 191 EAST, 110.04 FEET; THENCE LEAVING SAID MOORE RYG1iT OF WAY CENTERLINE, NORTH 31 DEG. 061 EAST, 35.59 FEET TO Tn& POINT OF BECINNING OF THAT CEnTAIN RIGHT OF WAY, 60 FEET IN WIDTH, DESCRIBED IN DEED TO LOUIS W. THOMAS, ET AL, RECORDED FEBRUARY 25, 1965, IN BOOK 1360, PAGE 497, OrPICIAI, RECORDS; THENCE ALONG THE CENTERLINE OF SAID THOMAS RICHT OF WAY, CONTINUE NORTH 31 DEG. OS' EAST, 351.35 FEET: THENCE NORTH 10 DEG. 361 WEST, 693.00 FEET; THENCE NORTH 36 DEC. 231 WEST, 131.43 FEET; THENCE NORTH 2 DEG, 521 WEST, 128.30 FEET: THENCE NORTH 21 DEG. 08' WEST, 182.63 PELT: THENCE NORTH S2 DEG. 401 {JEST, 120.27 FEET: THENCE NORTH 6 DEG. 251 EAST, 172.46 FEET; THENCE NORTH 40 DEG. 061 EAST, 265.87 FEET: THENCE NORTH 9 DEG. 33' WEST, 241.90 FEET: THENCE NORTH 21 DEG. $61 WEST, 166.10 Fi:ZTj THENCE NORTH 19 . „ , • NORTH 6 DEG. 45 WEST, . 00 E1:'T • THENCE T 191.61 F TN DEG. 013 WEST, i 35 , FEET: THENCE NORTH 54 DEG, 421 WEST, 340.23 FEET; THENCE NORTH 6 DEG. 511 WEST, 127.48 FEET; THENCE NORTH 21 DEG. 52' WEST, 239.24 FEDT: THENCE NOnTH 38 DEC. 201 EAST, 277.87 FEM ; THENCE NORTH 1 DEG. 101 WEST, 144.74 FEET; THENCE NORTH 25 DEG. 50' EAST, 231.54 FEET; THENCE NORTli 7 DEG, 471 WEST, 322.01 FEET TO A POINT FROM WHICH THE NORTHEAST CORNER OF SAID SECTION 36 BEARS NORTH 59 DEG. 451 EAST, 694.61 FEET, SAID POINT BEING ALSO I'M; k.NU POINT OF SAID T1lOMAS RIGHT OF WAY; THENCE NORml 33 DEC. 401 WEST, 167.15 ; f;;##>>f!; ; ii; ;?;?•i; ?;;;.; FEET; THENCE NORTH 13 DEC. 471 EAST, 205.22 FEET: TIIENCf NORTH 18 ;�`l ' ? •;�; jay ,z`A,� DEC. 371 WEST, 252.43 FEET. Tf1ENCF, NnnTII 64 nf:C.. 541 w1+ST, 346.24 FEET TO POINT "A"; THENCE NORTH 41 DEC. 241 EAST, 182.94 FEET: THENCE NORTH55 DEC. 21' EAST, 748.93 rEET; 'iiiENCE NORTH 28 DEG. y. 141 EAST, 302.36 FEET; THENCE 'NORTH 8 DEC. 061 EAST, 167.83 FEET; THENCE NORTH 46 DEG. U2' EAST, 237.64 FEET; THENCE NORTH 52 DEG. 471 EAST, 192.30 FEET TO A POINT IN TiiF. NORTHEAST QUARTER OF 711E SOUTHEAST QUARTER OF SAID SECTIO14 25. EXCEPTING THEREFROM THAT PORTIOt4 LYING SOUTH OF THE NORTH LINE OF T11F. PARCEL OF LANG DESCRIDED IN DECD TO TIM STATE OF CALIFORNIA, RECORDED AUGUST 30, 1963, IN 1300K 1267, PAGF 429, OFFICIAL RECORDS. CONTINUED 9171 12-28.-92 12:38PM 14 1 Z FROM MID -VALLEY TITLE TO OROVILLE P004/DO? •91-39113 92-59171 iCONT I Hct Fn q ORDER NO. BU -1210073 A NON-EXCLUSIVE RIGHT OF WAY FOR ROAD PURPOSES 60 pEET.IN WIDTH OVER AND ACROSS PORTIONS OF SECTIONS 36, 25 AND 26t TOWNSHIP 20 NORTH, RANGE 5 EAST, H.D.0- i H., LYING 30 FEET ON EACH $IDE OF THE FOLLOWING DESCRIBED CENTERLINLF: `r•''r . ., BEGINNING AT A POINT IN THE CENTERLINE OF TNE PKINf" AD F2kojq WHICH POINT OP BEGINNING THE SOUTHEAST SAID CORNER OF $ERCT dN 36 BEARS SOUTH 78 DEG. 030 EAST 410.35 FEET; THENCE, ALONG SAID RIGHT OF MAY CENTEttLINE THE FOLI4WINC COURSE.AND DISTANCES; NORTH 24 DEG. 41' WEST 56.,99 PE6T7 NORTI, 62 OEG. 79' WEST 12$.04 FEET) NORTH 19 DEG. 38' WAST 209.65 FEET; NORTH 17 DEG. 40' FAST 156.46 FEET; NORTH 78 DEC. 29' EAST 239.98 FEET; NORTH 48 DEG. 46' EAST 79.43 FEET; NORTH 28 DEC. 53[ WEST x05.51 FBF.•T; NORTH 13 DEC. 19' FAST 273.08 FEET:; NORTH 19 DEC. 31 • WEST 218.56 FEET; NORTH 62 DLG. 48' WEST 171:.36 FEET; NORTH 6 DEG. 26' WEST 278.65 FEET: NORTH 46 DEC. 45' MT 214.16 FEET; SOUTH 86 DEG. 43' WEST 169.27 FEET; NORTH 61 DEG_ 331 WEST 163.06 FEET; NORTH 58 DEG. 26' WEST 125.13 FEET; SOUTH 77 DEC; 05' WEST 214_81 FEET; NORTH 39 DEC. 22' WEST 143.30 FEET; NORTH 19 DEC. 18' WEST 181.06 FEET; NORTH 25 DEG. 01' EAST 82.75 FELT; NORTH 36 DEG. 04' WEST 95.74 FEET; souTii 93 CEG. 41' WEST 407.76 FEET AND SOUTH 51 DEG. 56, WEST 129.93 FEET TO A TANGENT CURVE CONCAVE TO THE NORTH HAVING A RADIUS OF 100 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAD ANGLE OF 83 DEC. O1' FOR A DYSTANCE OF 144.09 FEET; THENCE NORTH 45 DEG. 03' WEST 13.85 FEET TO A'TANCENT CURVE CONCAVE TO THE SOUTH !CAVING A RADIUS OF 50 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 126 DEq. 25' FOR A DISTANCE OF 110.32 FF_FT; THPUVE CONTINUE THE POLLOWING COURSt:; AND DISTANCES! SOUTH 8 DEG. 32' WEST 6.35 FEET; SOUTH $3 DEC. 27' WEST 1.57.92 FEET; NORTH 59 DEG. 47' WEST 105.66 FEET; NORTH 32 DEG. 05' WEST 139.74 FEET; SOUTH 56 DEC. 29' WEST 142.08 FEET; NORTH 28 DEc. 27' 'DEG. FEET; ANU NORTH 11WE3T 85.94 16' EAST 128.45 FEET TO A TANGENT CURVE C014CAVE TO THE SOUTHWEST HAVING ;;5,.,;>�,;• •:, •;,;,;,;;;;;;, A RADIUS OF 5o FEET; THENCE At.ONG SAID CURVE THROUGH A CENTRAL ANGLE OF 136 DEG. 00 1.�,i; FOR A DISTANCE OF 118_r,R FEET; r11ENCE C014TINUE THE FOLLOWING COURSES AND DISTANCES,. SOUTH 55 DEG. 16' WEST 168.92 FEET SOUTI! 68 DEG. 24' WEST 149.80 FEET; NORTH 84 DEG. 11' WEST 170.49 FEET; SOUTH 53 DEG. 24' WEST 372.01 FEET; NORTH 65 DEG_ 50' WEST 235.04 FEET; tionmi so DFG. U-1- WEST 125.43 FEET; NORTH 51 Dy -,r.. 46' WEST 125.10 FEET; NORTH 81 Dec. 02' WEST 169.74 FEET; SOUTH 00 DEC. 04' WEST 101.70 FEET; NORTH t 84 DEG, 35' WEPT 144.81 FEET; AND NORTH 56 DEC. 29' WEST 67_10 FEET TO A TANGENT CURVE' CONCAVE. TO THE NORTHEAST HAVING A RADIUS OF 100 FEET; 9'liENCY ALONC SAID CURVE TIIROU(;*,II A CENTRAL ANGI.E. OF i 59 DF0. 001 FOR A DIF,TANCE OF 103.21 FEET; THENCE CONTINUE .TIIE FOLLOWING COURSES Alit) .DISTANrF.S: NOA't'I 19' CAST 291.92 iEE'!'; NORTH 14 DEG. 32' EAST 177.44 FEET; NORTH 4 DEC. 50' WEST 106.91 FEET; NORTH 22 DEC. 14' EAST 51.81 iCONT I Hct Fn q 12-28,-92 12 : 38PM FROM MID -VALLEY TITLE TO OROVILLE P005/007 92-5911 91.322y3 &,.• po. SU -121007-3 � x - CONTIN=0 FEET: NORTH 12 DEG. 14' WEST 139.5'. PEST; NORTH 60 DEC. 17' WEST FEET; NORTH 66 DEG' 156.90 FEET: 110RT H 54 DEC. 4 ' W 19•17EJ1.+��'137.49 FEET: WORTH 40 44' WEST 212.01 FEET: NORTH NORTH 24 PEC. 00' EAST 234.68 FEET; DEC. 44'1` 720.62 Ems': NORTH 18 DEG. 18' EAST 161.86 FEET: !.OATH to DEC. 26' EAST 2BEING FEET; AND NORT1{ z7 PEG. 47' 2►S'A' 97.02 FEET TO pOZNT R A THE POI CONTINUE BEGINNING 5A D pOIHT «AM THE FOLLOWINRIGHT Or Why To 'BE G COURSES To D THENCE OISTA?ICES. NORTH 27 DEG. 47' EAS? 51.77 FEET; NORTH 7 DEG. WEST 126.86 FEET; NORTH 47 DEG. 49' WEST 207.02. FEET; NORTH li DEG. 46' PAST 713.89 FEET: NORTH 28 DEG. 56' EAST 148.97 FEET: T CONCAVE TAN EN TO D,j,HE p �vEG. 471 ST 80-33 FEET To A tFs'r 11AVIRC A RADIUS OP 1 0 FEET: GTHEN ERALONG SA 0 D'STANCS OF CURV02TPEET A CENTRAL ANGLE THENCE NORTH 50 DEG? 341E WEST G. ,157 43FOR AFEET: THENCE 128. 1 WEST 87.14 FEET TO A TANGENT CURVE CONCAVE TO l�ORTH 7A DEG. 19 THE EONORT A CENTRAL NG A ANCL.E OF 97 DEG. VE 5 or so F36�� FOR A DISTANCE OF 84.58 2 TKR FEET: 'THENCE NORTH 19 DEG. 57' EAST 126.04 iEF"T: 'THENCE NORTH 2 N 041 79 E NORTH 40 T DEC. 4i' pAGENT•CURVE CONCAVE22 FEET; Cr THE SOUTHEItAvXNG AVEST �piUs.OF FEET TO j%TAN 'THENCE ALONG SAID CURVE TItRF ETA CENTRAL ANGLE OP 77 100 FEET; THENCE CONTINUE THE DEC. 20' FOR A DISTANCE OF 134.97 FE1rT:'360 WEST FOLLOwNCOURSES68 DEc.20' OWEST 134:83ET:6 NORTH Se DEG 1 ' 9WEST FEET.ORTIt 45 DEG. 43' }TEST 737.37 NORTH 160.82 FEET: NORT 40 DEG. 27, W T115.2DEG. 02, WEST 120,67 FEL -r. NORTH SOUTH 64 DEG. 061 WEST 53.07 FELT TO A TTA HEttCE AID SAID CURVE THE NORTHEAST HAVING A RADIUS OF 50 FEET; THROUGH A CEN RAL ANGLE D G F 1 6 EAST 102.41RFEET ISDEG. 18 T NCEONORTH • 14 FEET. DEG. 201 EAST 77.32 FEET TO A FEET; THENCE CURVE CONCAVE ASAI CURVE SOUTHWEST HAVING A RADIUS OF 5P FE THItuuGt A THENCE CAUCLE ONTINUE NUE THEFFOLLO FOLLOWING COUHFES ANDIDISTANCES:ISOUTH FEE 65 o..G. 271 WEST 81.21 FEET; NORTH NORTH 391 DEG. 04'ST 1WEST 4103.60 nauTH 82 DEG- 58' WEST 159.11 F£ET; FFCT; NORTH 27 UGG, 43' WEST 109.99 FEET: SOUTH 72 DCG. 41' H36' 83.73 FEET: OUTCII 15 DEG. 031 WEST 193.37 FEET: .riOUTli 47. DEG. 36' ��£;,_' 71.00 FIiF:T; SOUTH 79 DEC. 07' WF GEAST 138x1TJFEET;ouTlt 7SOUTH li' CAST 269.71 FEET; SOUTH 21 DEC. 331 25 DEG. 13' WFS.T 98.33 FEET: SQUI'1i 12 AtiG. 42' Ene2T WEST 4179.63 &ouT70 it 7 t)>:G. 3GWE= 15 . T 30 04 FF 39DEG. 54 ZDEG. 46' WEST FEET;tJORTII 81 Dt:C.. 45' rOU'CH d2 DEG. 42' 63.15 ['tiw'C: :.;OVTII 48 pF:C. 70' WEST GG.00 FEET; � NQRTH 5a WEST 212 .01 166.22 FEET,lJORTH 0 SOUTH 26 DEG. 13WE ,T 186.99 FEET: DFG. 34' CAtlh` Y NU F_0 12-289-92 12 Ci:•1• llq..,., 38PM FROM MID -VALLEY TITLE TO OROVILLE r sr-39ada P006/007 92-59171 1p ORDER NO. 8U-121007-3 CDNTLKUEI) NORTH 61 DEC. 54' WEST 154.59 FEET; NORTH 27 DEG. 15' WEST 163.33 FEET; NORTH 11 DEG. 25' WEST 159.81 FEET; ANO NORTH 23 DEC- 087 WEST 13.85 FEET TO A TANGENT CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 100 FEET: TKV-NCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 59 DEC. 13' FOR A DISTANCE OF 103.35 FEET: THENCE CONTINUE T74E FOLLOWING COUASF.S AND DISTANCES; NORTH 82 DEG. 211 WEST 122.97 FEET; NORTH 26 DEC. 24' WEST 202.80 FLT; NORTH 40 DEG. 54' WEST 62.50 FEET; NORTH 41 DEG. 581 EAST 80.66 FEET; NORTH 6 DEG. 55' EAST 130:04 FEET: AND NORTH 42 DEG. 531 EAST 138.31 FEET TO A TANGENT -CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 100 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 64 DEC. 47' FOR A DISTANCE OF 113.07 FEET; THENCE NORTH 21 DEC. S3' WEST 153.90 FEET; THEMCE NORTH 53 DEC. 031 WEST 232.44 FEET; THENCE NORTH 9 DEC. 101 WEST 198.76 FEET; THENCE NORTH 54 DEG. 351 WEST 204.11 FEET; THENCE NORTH 7 DEG. 281 EAST 36.48 FEET TO A TANGENT CURVE CONCAVE To THE SOUTHWEST HAVING A ?tADIUS OF 100 FELT; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 119 DEG. 32' FOR A DISTANCE OF 208.63 FEET; THENCE CONTINUE THE FOLLOWING COURSES AND DISTANCES: SOUTH 67 DEC. 661 WF_ST 84.21 FEET; NORTH 88 DEC. 221 WEST 173.44 PEETI NORTH 12 DEG. 13' EAST 216.77 FEET; NORTH 8 DEG. 401 WEST 269.48 FEET; SOUTH 83 DEG. 26' EAST 184'.84 FEET; AND SOUTH 87 DEG. 55' EAST 83.09 FEET TO A TANGENT CURVE CONCAVE TO THE NORTHWEST -� HAVING A RAUIUS Ot 50 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 130 DEG. 46' FOR A DISTANCE OF 114.12 FEET: THENCE CONTINUE THE FOLLOWING COURSES AND DISTANCES: NORTH 38 DEC. 411 WEST 191.47 FEET; NORTH 45 DEC. 051 EAST 146.01 FEET; NORTH 25 DEG. 461 EAST 142.66 FEET; NORTH 52 DEG. 29' EAST 145.96 FEET; NORTH 8 DEC. 20' EAST 147.08 FEET; NORTH 38 DEG. 201 EAST 234.43 FEET: NORTH 18 DEC. 361 WEST 61.09 FEET; SOUTH 77 DEG. 32' WEST 150.94 FEET: NOH'TN 19 DEG, 03' WEST 198.55 FEET; NORTH 64 DEG. 151 WEST 150.19 FEET; NORTH 4 DEC, 171 WEST 435.98 FEET; NORTH 39 DP.G. 181 WEST 422.78 FEET; NORTH 67 DEG. 401 WEST 303.67 "i<<:.`''''• "'' FEET; NORTH 75 DEC- 161 WEST 162,49 FEET. SOUTH 77 DEC. 211 WEST 140.22 FEET. NORTH 87 DEG. 261 WEST 169.29 }BEET; NORTH .78 DLG. S> •''.': 57' WEST 207.36 FEET. NORT11 53 DEG. 591 WEST 52.00 FEET; NORTH 77 DEC. 43' WEST 155,32 FEET; NORT14 08 DEG. 48' WEST 208.20 FEET; SOUTH 29 DCG. 35' WEST 246.91 FEET; IICi)CI'14 Il'I UGC:. 28' WEST 2lu.O7 » FEET: SOUTI'l 88 DEC. 261 WFST 129.00 FEET AND NORTH 86 DEG. 09' WEST 115.81 FEET TO A 1 AND 112 INCII IRON PIPE MONUMENT, STAMPED "ORO -AC 52911 MARKING A STATE OF CALIFORNIA OROVILL.E DAM RIG14T OF WAY POINT AND THE END OF THIS PORTION OF SAID 60 FEE' WIDE RIGHT OF WAY. TOCETHER WXTII A ILXGllT Of NAY GO :FEET IN WIDTII FOR T40AD PVAPOSES BEGINNING AT TIIE AFORESAID POINT "A11 AI;O LYING 10 FEET ON EACH SIDE OF TIM. FOLLOWING DESCRIBED CEN'T'ERLINE: 1p Pd8CEL U1 - CONTI O . 39743 �J ORDER NO. 80-121007.7 8£GINNING AT SAID POINT "A"; Ti{3'NC8 NORTtI 81 DEG. 74' 4.7►.;1` 200.31 FEET; THENCE NORTH 77 DEC. 521 EAST 167.26 FEET. THENCE NORTN 78 DEG. 021 EAST 127.4S FEET: THENCE NORTH 63 DEG. 42' EAST 298.86 FEET; TNENCZ•HORTH GG 09C. 191 9"T 119.42 FEET. END OF DOCUMENT 1C2 -A 8--ll� c5L d C BUND O p,OpTrre ® c Z 8 1992 OWNERS NAME: ADDRESS: BUILDING S CERTIFICATE OF ROOF COVERING A. P. #: PERMIT #: UILDING USE: FIRE HAZARD ZO ALLOWED ROOFING FROM LISTS BELOW ❑ VERY HIGH #1, #2 ❑ HIGH #1, #2, #3 ❑ MODERATE ,`. #1, #2, #3, #4 1 LIST #1\ROONG LIST #3 ❑ CLASS 'A' ASSEMBLY ❑ CLASS 'B' ASSEMBLY ❑ CLASS 'A' PREPARED ❑ BUILT-UP ROOF PER 3203(e) ❑ CLASS A OR B PREPARED ROOFING LIST #2 ❑ ASBESTOS CEMENT SHINGLES ❑ METAL ROOFING ❑ �] CONC. OR CLAY TILE (OTHER FIRE RETARDANT ROOFING) ❑ SLATE SHINGLES El \T#4 (0'1'111?12 NON-COM13U5'I'I.1fl.J; R0OFAG) S 'C' 23511 ASI1HA1 .1.' SHINGI_J?S :I: 1IERE13Y CERTIFY, I INSTALLED ROOF COVERING AS INDICAED ON THE ABOVE BUILDING,, TN CONFORMANCE WITH STATE AND LOCAL REQUIREMXNTS. FIRM NAME/OWNER (Please Print) SIGNATURE OF GENERAL CONTRACTOR/OWNER STATE CONTRACTOR'S\LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. January 1988 rU -Suite County LAND OF NATURAL WEALTH AND 8 EAU TY LAND DEVELOPMENT DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7266 FAX: (916) 538-2140 June 23, 1992 Ralph and Donna Clark RE: AP 7 L-3011.5 1670 Ponderosa Drive Certificate of Compliance Oakley, CA 94561 Dear Mr. and Mrs. Clark: Enclosed please find the Certificate of Compliance which was recorded by the Butte County Department of Public Works in the office of the Butte County Recorder on May 28, 1992. The Recorder's Serial Number is: 92-23473. If you have any questions.regarding this matter, please contact this office. Very truly yours, �fX2-G( Stuart Edell Manager Land Development Division SE/ ds attachment cc: Building Division Environmental Health Department 4 92-023473 Recorded I Official Records I County of I Butte I RETURN TO: Candace J. Grubbs I Public Works Recorder I Land Development Section 8:02am 28 -May -92 I CERTIFICATE OF COMPLIANCE Issued to: Ralph and Donna Clark 1670 Ponderosa Drive Oakley, CA 94561 92-13413 Total COMS MP This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location: on both sides of Rocky Point Road, 400 ft. northwest of Enterprise Road. Enterprise area. 2. Assessor's Parcel Number: AP 71-30-15 Description : All that certain property located in the County of Butte, State of California, more particularly described as follows: PARCEL I: A PORTION OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 36; THENCE WEST ALONG THE SOUTH LINE OF SAID SECTION 36, A DISTANCE OF 575 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE NORTH AND PARALLEL WITH THE EAST LINE OF SAID SECTION 36, A DISTANCE'OF 1320 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 36; THENCE WEST ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 36, A DISTANCE OF 415 FEET TO A POINT AT THE NORTHWEST CORNER OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER OF.THE SOUTHEAST QUARTER OF SAID SECTION 36; THENCE SOUTH ALONG THE WEST LINE OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 36, A DISTANCE OF 1320 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 36; THENCE EAST ALONG THE SOUTH LINE OF SAID SECTION 36, A DISTANCE OF 415. FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDARIES OF THE FOLLOWING DESCRIBED PARCEL OF LAND: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 36; THENCE FROM SAID POINT OF BEGINNING ALONG THE SOUTHERLY LINE OF SAID SECTION 36, SOUTH 88 DEG. 44' 32" WEST, 981.89 FEET TO THE EASTERLY LINE OF THE WEST ONE FOURTH OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 36; THENCE ALONG THE EASTERLY LINE, NORTH 00 DEG. 44' 49" WEST, 316.15 FEET; THENCE LEAVING SAID EASTERLY LINE SOUTH 59 DEG. 36' 00" EAST, 316.24 FEET; THENCE NORTH 76. DEG. 53' 33" EAST, 703.40 FEET TO THE EASTERLY LINE.. OF SAID SECTION? THENCE ALONG SAIL) EASTERLY_ LTME., -SOUTH .00 DEG. 27' 19" EAST, 308.88 FEET TO THE POINT OF BEGINNING. Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 20-166 and Government Code, Section 66499.35 (b), to protect the public health and public safety: NONE safety: County of Butte Subdivis'on Violation Committee 1 1 CLAIMANT: ADDRESS: . f " a�.�ude OROVILLE, CALIFORNIA GENERAL CLAIM Ra1Dh Clark 1670 Pondersoa Rd. CITY & STATE: Oakley, CA 94561 IMPORTANT: March 5, 1992 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE i, DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. Permit #92-564E, AP#71-300-15, Receipt #110040 & #110041, dated 3/3/92. Total Permit Fees Paid----------------------------------- $53.50 Retain Pre -Inspection Fee --------------------- $20.00 iRetain Electrical Permit Filing Fee----------- 15.00 Total Permit Fees Retained------------------------------- 35.00 TOTALREFUND DUE ----------------------------------------- i I i ' I I TnTAI e i o cn I, the undersigned, ieclare under penalty of perjury that the services or articles claimed have een performed or delive7d, and that this claim is true endr tae stated. ' Dated this ,,.,.,.,,.,. day o[� t- ,%19 „V:�. Calif. Sign re of CSeimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specifi d above have been performed or de- livered and that there is a Budget Appropriation U or Specific Board Approval IF7 (Check one) 4r the same 5th March 92 Oroville Dated this .................................... day of ........ 19. at .......... Ca11f. ....................... j DepartmentHeed or Autho d Deputy Code 440-002 Code 4210500 PAYABLE FROM,,,,,C" '••St.....PermltS.............. FUND ............................................................................................ DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. I SUB. OBJ. I CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. • • COUNTY OF BUTTE BUILDING DEPT MAR 4 192 COUNTY OF BUTTE - DEPART JE IT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califor le X965 - Telephone: 916/538-754 i • APPLICATION ND IPERMIT ,PERMIT NO. j ASSESSOR PARCEL NUMBER 031-202-037 ZONING ' AR i BUILDING PERMIT OWNER Roy Plaster TELEPH 'N 533-1 SO. FT. OCC. BUILDING VALUATION Contr. Est. 1,200.00 R'S MAILING A.DDRESS qW P.O. Box 351, Palermo 95968 220 0 1,540.00 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ 2,740.00 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $38.50 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 19.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS — Penalty $ 77.00 BUILDING ADDRESS Permit fee $ 144.75 PLUMBING PERMIT Filing Fee 10.00 1043 Butte Ave. Oroville Each Trap —Sorar or eat pump water heater20.00 Water piping 5.00 T NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 USE OF STRUCTURE SF � Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00 ea TYPE OF WORK New ❑ Addition ® Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: DPrk R Garage Remodel (Work Done w/o Permit Fee $ Contractor ELECTRICAL PERMIT FilingFee 10.00 permit) Main service 80000'100AMP OR ORELLSS ESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification. 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUPM OR ADDNS. ACC. BLDGS. / yzQsgft NEW CONSTR U TI.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES zDe3oe eAL030 FIXED APPLNS. OR Ex. OCCup. OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or lessN,10 El I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. tjJ1.1.LA IL L•It3 LL PSI shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such L provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIirig Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ainst said County .in consequence of the granting of this permit. Date �n 12r3- Ci Signarur, of Applicant — Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and dergolitio; or Construct- ion of structures Over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 144.75 HAz CUA I PARK SCHL I FLD I CDF I PAR PD i HD. ISSUE This permit is hereby issued unaer the applicable provi- sions or the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date ReWipt No. 94415 WHITE-D.P.W.77ELLOW•A5eE»OR. PINK -INSPECTOR. GOLDENROD -APPLICANT r. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 APPLIGATIOIV AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 071-300-015 ZONING FR10 BUILDING PERMIT OWNER RA CLARK 510 TELEPHONE 625-4388 SQ. FT. OCC. BUILDING VALUATION OWNE 'S MAILING ADDRESS 1670 PONDEROSA RD., OAKLEY CA 94561 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEERENSE NONE LICNO. Plan Checking Fee .$' Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS t Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE ,/ SF [IDuplex❑ Mobilehom@�► Other ,�-d&` SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑r Utilities ® Installlation❑ Other ❑ Describe work: �/iG /dit l//f�%�Q I�OT _ �EUQEjI/w�/liG� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00A OR LESS 18.50 18.50 Main service 200ATO1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING OCCUP.67\ OR ACDNS. (ACC. BLDGS. II 3.64sq.ft. NEW RESID, RANCOUTLET NON•R ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EJ 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 1 PRE—INSP 20.00 Permit Fee $ 53.50 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. Ishall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating oolinof g rHood 6.50 entilation Perrnit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ag ' t said CouriMin r.Qnsecluence of the granting of this permit. X ✓ - Oate "-J "� -� SOwner contractor ❑ Agent ❑ ignatur.7.fAppli..nt— An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz 1 11 FEES I IMP I FLOOD I CDF PARCEL PD HD IssuE This permit is hereby issued under the sions of the Butte County Code and/or Work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date 'J Receipt No. 110040-33.50// OO7 f' -7r- WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE-bR9V'KX�E, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER W4jajl 041Z 4/ / �,/�,,��,,// A P. No. -71` �� 0 ` U/ 1.6 Proposed Building se 14 fc v✓ Af4 IVd g nspector Date -3 Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval equired prior to occupancy) 20. Pre -Inspection forrequired Pre-Inspec. request to ' Building Inspector (Date) 21. Contractor's license informatio (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the•ermit, process as follows: Mail to owner. Mail to contractor. _TelephoneA �ZS 5 t9id hold for pickup at office. Deliver w/inspector. Other Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (C,ir.ct#rn o/er hot -checked above). 1. Index permit for above items No. 2. Additional items required: r Contractor, designer, owner, was advised of above required data by_phone--nail—counter by .date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by File cabinet AP folder Date COUNTY OF BUTTt - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 'f OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. s Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and aterials for construction of the proposed property improvement (yes or no) .� 2. I (have/have not)(9 -e-_ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. ,I plan to provide portions of this work, but I have hired the following person to coordinate,'supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following peons to provide the work indicated: .4Nam Wv_ Address Phone Type of Work Signed: Property Owner Social Security Numbe Date �— NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. /mus N� 61-1e add on)dl-eleco,,�I�L oxL 'WV l 1/10/91 FEv1A FLOOD PROGP-kM MOBILEHOMES IN..FLOOD ZONES.... Mobilehomes located within flood zones will: (1) Have finished floor elevation above the 100 year flood elevation. (2) Have electrical heating, ventilation, plumbing and air conditioning equiptment and other service facilities designed and/or located so as.to prevent water from entering or accumulating within the components during conditions of flooding. - (3) Be anchored to prevent flotation, collapse or lateral movement due to flooding as' follows : A. FLOOD ZONES A & 0 (1) By providing an anchoring system designed to withstand horizontal forces of 15 psf and uplift forces of 9 psf; or (2) By anchoring of system by a Department of Housing approved method (manufacturer approved wind tie downs). B. FLOOD ZONES AE & AH (1) By anchoring system to a permanent foundation. JFG:ds (��' '-r� - J. lander Glk'e'f Building Inspector Butte County Dept. of Public Works PRE -INSPECTION OWNER: / DATE LOCATION: Lo C e//Irz2AO A. P. # 7(1 - CONTRACTOR: (1 -CONTRACTOR: �(N/ V(�� ZONING[ C� PRE -INSPECTION FOR: LA1L iV 11��.J1 LV1Vlt PERMIT HISTORY: E:j NONE - �=�AS FOLLOWS: tidN TYPE OF OCCUPANCY FIELD - INFORMATION BUILDING USAGE: TENNANT: [� OCCUPIED [ HAS ELECTRIC HAS GAS [::]HAS SANITATION FACILITIES [::] HEATED -COOLED OTHER COMMENTS: = PERSON CONTACTED ACTION ECOMMENDED: ISSUE [ HOLD FOR OTHER: BY DATE 5E: M.D.B., ^. T.A. /09— 00 .ate /, /. .t .`f -• 327.3 332.79 - -332.79 33279 ' 247. S 2473 327 3 o 61AC //, ti!:); /5 12 JC 5.99A� r m � : ra 400 • . 0 .. J Q�/ W _ .. a R -15 a( jQ n 331.41 33,•41 33+.4$ N +s3122 T EAG�'-E-lowl 4.?a At D16 to ^ 4.�4,ac 1 stlC 54C P,,M 70-93t O I 1 PIM 49-271 393.04 267.04 *30.04 J27 3 91S `. 3".5 P' .r 6.644C \ \ a ti mss, pep ` MO ^ �PAC C a J`s+o y8p I�iQYAGLOT" C 225" ` M `\ F Q� 'aD • 24 w 3, ac 108 7sn 53 3 M Assessor's Map No.. 7 County of Butte, Co/. November, 1972 ry '� .,=_ � r M,. � . � a M-•19•�....�.y �w.Fwf+� ter• - .n.-�'_. 1 .'.��_ ... i}�.. ..._. ^`r �.'Y..+�t�'I .`-:I. J �1•�.w en'. .. .C. _. .. ... ...: e.- _[ .. J. _... S',:� y R Ralph and Donna Clark 1670 Ponderosa Drive Oakley, CA 94561 Dear Mr. and Mrs. Clark: Eutte Count) L A N D O F N A T U R A L W E A L T H A N D E E A U T Y DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 RONALD D. McELROY April 8, 1992 Deputy Director RE: AP 71-30-15 APP. FOR DETERMINATION At the regular meeting of the Butte County Subdivision Violation Committee meeting held on April 8, 1992, the committee granted a Certificate of Compliance for the above=referenced property. There are no conditions. There is a fifteen -day appeal period before this Certificate can be recorded unless you sign and return the enclosed waiver waiving your right to appeal the committee's decision. If you have any questions regarding this matter, please contact this office at 538-7266.. SE/ds - attachment cc: Planning Department Environmental Health Department Building Department m „\ Very truly yours, William Cheff Director of Public Works Stuart Edell Assistant Director COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 Ralph Clark 1670 Ponderosa Rd. Oakley, CA 94561 Dear Mr. Clark: With reference to the above subject: / / Attached is: OTHER DATE January 2, 1992 RE: B.P. #92-4421 (Travel Trailer Utilities A.P. # 071-300-015 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced We need the following information: Permit .application signed and completed where indicated with all copies returned. XXXX Fees of $ 30.00 payable to Butte County . Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans._ Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes'marked.in red. Sanitation approval from Butte County Health Department at: 1469 Humboldt Road, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded.copy of agricultural acknowledgement statement. / / OTHER Should you have any questions concerning the above, please contact Bill Barron of this office., between 3:00 and 5:00 weekdays. Yours very truly, William Cheff Director of Public Works J.F. Glander JFG/aj RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: RaI12�1' onna Clark BUILDINGPERMITNUMBER: q 7 4 -7a PLAN CHECKER: NJ W A. P. NUMBER: 007 - 3052 - 015 GENERAL: Zoning requirements: (side yards and number of permitted living units). 130' 646k T vd Valuation. FGG�j IrP�1lt�¢,Cr 1__ Plans signed by designer. Proper description of work on application. Existing violations on property. , Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). , Recorded notice of violation: PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Lljc; ell— o Grading, fills and/or drainage. Flood hazard. 6. , Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). 4. Skylights (Section 2409 & 2603.7). 5. Glazing in Hazardous Locations (Section 2406). 6. Required room sizes, ceiling heights (Section 310.6). 7. G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). 8. Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 0. Garage firewall, door size and closer (Section 302.4). 11. Minimum of one 3'0" exterior door (Section 1004.6). 12. Fireplace and wood stove location, alcoves and clearance. 13. Smoke detectors (Section 310.9.1). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: i t— Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. .4"- Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. 14. Retaining walls requiring design. — Special Inspection requirements. Headcr size. June 1997 3,2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). / Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). ,5'. � Proper roof pitch for roof covering (Section 1501). t ' • : ' f! Roof covering type - (fire hazard). Foam insulation - protection' i 36" halls and stairways. c Living area over garage - complete I -hour separation required on garage side including supporting walls and posts. Two exits on,three" "story dwellings (Section 1003). 11. Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). ;•30.' Combustion air for fuel burning appliances - L.P.G. requirements. j&' Noise requirements on duplexes. t 5. / Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. 18. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: ' Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers r June 1997 3.2 P.O. Box 1216 410 Pine Street Red Bluff, CA 96080 (916)529-3560 FAX 529-0953 870 Manzanita Ct. Suite D Chico, CA 95926 . (916)894-3500 FAX 894-8955 Joe Dominick Land Surveyor Eric Robertson Civil Engineer ROGER TSON AND DOMINICK Civil Engineers & Surveyors Clark Residence Lake Oroville Butte County, California Structural. Calculations Resubmittal G 1/26/98 Robertson and Dominick take responsibility for only those structural components specifically addressed in these calculations. ROBERTSON. and DOMINICK Civil Engineers & Surveyors CHWO (918)894-3600 RED BLUFF (919)828-3680 /-4.7Le,rc. / �Vla �iy 5�5 O✓1 �SSo r T rJ55�s a `�" re. °ar a T 004 - Syat-; d; me oh JOB NO. PROJECTlc DATE SHEET / OF Z 3)(/yS)(l) // 7 —> 12Ps-f To loow 2 2- 4t- P(�wc�aeQ Re�vir��� 22z \(V (A/eSf D, n cf;o,,, /5 #//1 3�y" c- cox P/ywaow okj '17-15- 05 )) To -/u TS j 530 > /80 L%S� S;w,� 'on ?S6r Twfs-- Sgrca ROBERTSON. and DOMINICK boa NO. 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