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039-460-081
County of Butte Oroville, California GENERAL CLAIM CLAIMANT: John Draper ADDRESS: P.O. Box 1103 CITY & STATE: Paradise. CA 95967 DATE OF CLAIM: 2/27/2003 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES IMPORTANT: SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Reason for the Refund: Over charged on permit Ejldg ermt pp No.: 03-0154 AP No: 039-460-081 Receipt No.: 369532 Receipt Date: 1/17/03 Bldg Permit Fees: $2,483.95 Owner's Name: John Draper TOTAL FEES PAID: $2,483.95 TOTAL FEES RETAINED (Breakdown Below): $2,474.08 Building Permit Filing Fees: Plan Checking Fee: Plumbing Permit Filing Fees: Energy Plan Checking Fee: Electrical Permit Filing Fees: Refund Processing Fee: Mechanical Permit Filing Fees: Inspection Fee: SRA Fee: $9.87 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated Dated this day of , 2003, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of , 2003, at _Oroville Calif. Department Head or Authorized Deputy Dept. Code 440-001 Exp. Code 4210500 PAYABLE FROM Construction Permits FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept. Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT & SUB. PROJ. SUB. OBJ CLAIM NO. INV. NO. INV. DATE ENCUMB GROSS AMT. Butte County Department of Development Services. OurrE narJ N ® T E S 7 County Center Drive, Ororille, CA 95965 (530) 538-7601 vnvev.buttecounty netidds I RESIDENTIAL APN: V )� `Yrcv� �f' Permit No. Owner:(! ��J_ (�✓«I!?�S� f�O�ICC��Z Site Address: r Contractor } Type of Permit: r 5 I I SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINAL G5 SIGNATURE:ZZY.- / = OK 0 = Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First flr-Tub Acc . 5 Stemwalls Main; Steel-Blockouts-Wrapped 57 Test Tub & Shwr, 2nd flr - Tub.Acc 6 Stemwalls Garage; Steel -Blockouts-Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frptc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way C/0 -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test tl Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE M E C H A N I C A L 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 Girders -S Bolts Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16. Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic \c` c °•� Q\\ClA \\C ° Q DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders & flr Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof) 68 Furnace Vnts-CImc-Comb, Air-Cnnctr 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs In Garage; abv-flr-Ducts-Mech Prtctn 22 Headers & Beams-Sz & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub Acc-Spa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clmc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clmc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass P rtctn -SkyLts-Plas tic 81 Plmb; Elec & Mech Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-Looked in Attic 38 Insulin -Walls -Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑Yes ❑No \� 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Trnsfrmr Clmc4ns Prtctn 91 Ext Elec Trim, GFI Rcptci-Undrgrnd 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous lnspctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ga ❑ CU or ❑AL 98 Address Posted AC Wire Sz Era ❑ CU or ❑AL 99 Fire Sprinkler 48 Range Circ , ❑CU orDAL Oven Circ ga ❑ CU or ❑ AL Insulated Neutral ❑Yes ❑No e` 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Cimcs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector = OK = Not OK MANUFACTURED HOMES MISCE LANEOU DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/insignia Numbers Serial Numbers DATE ID E C 'C O V E R S`C A R P q R T S `G A R A G E S — ng -Setbacks -Easements Ftgs; Soils -Sz-DpthSpacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts -Beams -Rftrs -C nnctrs -S hth 9 Frmg-Brcng 5 Alum wn;. Columns-CnnctnsSplice-Decal-Encisrs 6 CC o' Wndws-Doors i ric r g; Sills-Anchrs-Studs-Rftrs-Trusses iding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced W Is o DATE jPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Enclsrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide lie °aa �41 ° � Pool Drawing , 1 BUTTE COUNTY DEPARTMENT OF, PEVELQPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:: (530).538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE M , (530,)'538-75411 FAX#: (530)538-2140 WEBSITE:;; 1www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION 1 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 : License Number: Date: , Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Lew for the following reason (Sec. 7031.5 Business and Professions Code: Any clty.or county which requires a permit to construct, alter, Improve, demolish; or repair any structure, prior to Its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter g.commencing with Section 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).): 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Lew does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner-bullder 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 Profdsslons Code. The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 'I am Exempt under Article 3 of the Business and Professions Code Date: 3:_ -L� " Owne, WORKERS' COMPENSATION DECLARATION i I hereby affirm under penally of perjury one of the following declaration¢, l y O 1 have and will maintain a certificate of consent to self -insure or,.; workers' compensation, as provided for by Section 370Q 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 1 required by Section 3700 the Labor Code, for the performance,of, , the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: j Carrier. t Policy 101, 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 the workers' compensation laws of California,? and agree that if I should become subject to the workers'l N compensation provisions of Section 3700 of the Labor Code, I shall forthwith.comply with those provisions. Date: D Applicant: 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, interesl, and attorney's fees. PERMIT NO. BP043490 Issued Date: 02/04/2005 APN: 039-460-081-000 Site Address: 2485 MARSH CT DUR Map Index: Description: DET GARAGE (1080) Owner: BERTAIN DONA & MICHAEL 2485 MARSH CT DURHAM,CA 95938-9525 Applicant: BERTAIN DONA & MICHAEL M Contractor: . s. 1j. ,1 ' ense M l.'W6hiCecf: HEATON, ROBERT Engineer: Total Square Ft: 1080 S.F. Valuation: $25,920.00 Census Code: 41074-3 t -714-S7 ID-7-'04- CONSTRUCTION D-7•'0 - CONSTRUCTION LENDING AGENCY This I hereby affirm that there is a construction lending agency for the Res performance of the work for which this permit Is Issued (Sec 3087 Clv.) By.- Name: Address: s qereby issued under the applicable provisions of the Butts Cnunly Cods anrVor to oo work Indicated above for which fees have been paid. ].A-, d5 Date: ES ON: ` ❑ 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. O 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 'l am the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection 1116190ses. Print Name: Slghature: ' Z _�{'-C� � ' I'� rill"�,: ' ,✓. .i Date: i Owner LlConlractiir ';?i ' I' ' ih (L~'"' .10 Agent for Owner. ❑ Agent for Contractor z as BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION apo. AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • C1 -ICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION **PLEASE PRINT CLEARLY** I OWNER Last Name A First Name Address Z`f' /4 G T_ City Stag Z"I.S 1 3Y Phone _ 3 s* t� Fax E-mail ARCHITECT/ENGINEER CONTRACTOR Name City C'ly. t C, 1 0 Address Zp 5-,57 I City Fax 3 V 3 V 9 .3 8 State Zip -Phone E-mail -Fax- E-mail Lic. # Class ARCHITECT/ENGINEER Name /J „ &Iv Address '41,? f t? [ -t4 I- A --' City C'ly. t C, 1 0 State C k Zp 5-,57 I Phone )y3- C V 3j D Fax 3 V 3 V 9 .3 8 E-mail State License umber APPLICANT SIGNATURE X zMz"/) z I For office use oni APPLICANT NAME Name C fi14 F L e JZ -TA IA) Address S � 5-- _ /� c7. G 0 ^� City State �7 Zip f a d Phone �S-Z Fax E-mail Planner APPLICANT SIGNATURE X zMz"/) z I For office use oni Zoning Flood Zone Property Address G�V� SRA Yes WORKER'S COMPENSATION Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NN_ 3� BP LOCATION AP# h loo OP 1 Property Address G�V� Cross Streel& • WORKER'S COMPENSATION Policy Number Carrier 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 - Sq. Footage d ❑ 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 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. OVER FOR SUBMITTAL REQUIREMENTS 11 K:IFORMSWILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Received by: l�Ove Receipt M Date: Amount: SRA Sheriff a - SMIP Ktv /-Z/-u4 otal SUBMITTAL & PERMIT REQUIREMENTS The following- drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ ` Zi. � Site'plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR ' Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and caics in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). n 13. Sanitatbn-and site plan appm_vaLfrom e_EnYk:0Dmeutep—dment_ Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. -Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Workers Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7.27-04 Butte County Department of Development Services uTrF O YVONNE CHRISTOPHER, DIRECTOR 0 0 0 0 7 County Center Drive o _.,__ o Oroville, CA 95965 (530) 538.7601 Telephone COUNLO '�y (530) 538-7785 Facsimile M TO: WILLDAN ' N FROM: Scott Rutherford (530) 538-7160 srutherford aa)buttecounty.net SUBJECT: _Plans Transmittal For Review Per Contract ODATE: 12/8/2004' 1 < I Applicant: Bertain, Michael Permit 04-3459 Project Type: Garage w/Stora a APN: 039-460-081 100% 70% Plan Check Fees $ 285.95 $ 200.16 $ 285.95 $ 200.16 WILLDAN Fee $ 200.16 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET Q OWNER: _,'Y _ ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: y' Date: Q Items required in order to p fora per i\\All boxes ST be checked OR marked NA in orders apply. 1. Site plans, 3 or 4 sets, signed Iy t) prepare -oPhe plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ y ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit......................................................................... ❑ 23. California Department of Fores y plan approval ❑ paid. Sent by: 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: E f _ 2- ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. 0 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... O 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance, ............................... learance................................ ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. TitlelStatement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup I have been informed of the above items and requirements for obtaining a building permit. Applicant: /�w� 1�irc1/yi�--� Date: 7 - Y 1. Index perrnit�lication for the above items numbered: Plan Check Letter 2. Additional items re' d Contractor, designer, wne , was advised of the above data by phone, ❑ mail, ❑ counter, b Date: 3 �� Contractor, designer, ner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: 11 0k iA Date Structural reviewed Date: Structural approved _ by: Date: Note transfer by: Date: Yellow: Building Division E.H. use ONLY Rat Pian PlAttacho� - w e Roar an A chad�� Sena to ®.D. IM TO: """ Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: /—/iU/QL MA/rb S�P%7n �c1Si!g Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date 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 m . r labor and material for construction of this proposed property impr'ement: YES [ , ] NO[ ]. 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: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: 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: PROPERTY OWNER: DATE: z ? NOTE: This Owner -Builder verification is required by Section 19831 and 19832 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. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile ,�.r�sto?ts�,,�a,- 0 ER BUAIR E#R jff wTION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building penmi- will not be issued until the verification is returned. ON -1 MicVael C. Vieir4 C.B.O. Mallager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. . o�Q�tln,,e„fr o� �6UTTF 0o I ' 00 0 c o c �\ 0 O, �✓ g �Cftr WORD Department .Count J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE) Project Description: 13 e - G Project Location and/or Parcel Number: —Pvk By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB ,l acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed:2�� 4 GL.In Title: (� Date: 2 7 p Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: Iy l I � a,,(J�J�Lj�P¢fy() Phone: Mailing Address 2,,� Q 5�— /� /+,e-5" C y Z) t.%, V-- cel— SiteQ— Site Address: - Assessor's Parcel Number: b 3 ( �' �` Q "' y 6, 1 Zone: S k Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form- ormGENERAL GENERALLNFORMATION: I. 2. Is there a primary dwelling on the property? Yes] No ❑ Is the structure already built, under construction, or under notice of code violation? Yes ❑ No [� 3.' Will items produced in this building be offered for sale? Yes ❑ No ' 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No SITE CONDITIONS: 6. 7. Is the structure foundation within 5' of septic tank or 10' of leach lines? Is any portion of the structure located closer than 20' front Yes ❑ No to your property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No�.,/ 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No VJ CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ®'No ❑ 11. Wilf this building be heated or cooled? Ye o a- 12. 12. Will this building have a water closet/toilet? Yes No 13. Will this building have a sink? o ❑ YesPNo 14. Will this building have a water heater? Yes ❑ 15. What type of. floor covering «ill the building have? c6l� 16. What type of %vall covering will the building have? OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed - I will be storing in this building and it will not used for any other purpose (no bathroom and no heating or cooling). 2. Private Garage - "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A garage door is reouired. 3. ❑ Residential Carport - A covered structure intended for parking of vehicles. Two or mon: sides must be entirely oven. 4. ❑ Residential Occupancy - Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House. ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ workshop 1 ❑ Home Occupancy 2 ❑ Other- Use = 1. Dambe type of Worbhop Mw be approved by the Buse Cotaay Plwv�ng Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question nnmher hefnre the exnlanatinn Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws requiire, disclosure of this information if or when the property is offered for sale. 0,wner's Name: Please Print 1 \ a �, c- 47-"4"1 IJ Owner's Signature: Date: ! �~ 2 of 2 J SITE PLAN REVIEW APPLICATION Date: 2o, 2DO 5 AP# 0 Permit Number (if applicable) 0q_ 3"16-1 Bin Number I 2 APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Parcel Size: 2M6- d -&—erg} Pir, - Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home is Residential Accessory - ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer. ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval IM Site Plan Stamp d Approved By Q _ Date /` 20 - 2G�j� Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) -. ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: �C • Flood Panel No.: Index Date: ` 8' 7 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------=---------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building, Use- Form ❑ Encroachment Permit- Agricultural ermitAgricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement r Zoning: 1:�2 — % Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front' Side Side Street Rear Height Waterway N/A N/A N/A f ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ------------------------------------------------------------ Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 N IQ Subdivision ME/Parcel Map: Map Date of Recording: /0- �J- 0( Lot: 2-1 ❑ Use Permit/Minor Use Permit Permit Number: Book: /5-2 Page: ` -11 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. . ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. U Page 4 of 5 �r 0 0 -J Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:\Larrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 W I LLDAN Serving Public Agencies January 31, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530)538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 2399 Gateway Oaks Drive, Suite 210 Sacramento, California 95833 916/924-7000 fax 916/924-3644 www.willdan.com Willdan Project No: 14353-1283 Jurisdiction Job No: 04-3459 Assessor's Parcel No: 039-460-081 Applicant: Michael Bertain Description: Bertain Garage w/ storage Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the. 2nd page of this letter. The plans and documents. provided for this review that have been found in compliance with the applicable codes are: Plans: Two (2) copies sheets Al through S4 dated 07-16-04, by Robert Heaton AIA. Truss Calculations: Two (2) copies dated 11-19-04, by Redong Yu, P.E. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC" • Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS" CODE ANALYSIS Type of Type of 1" Floor Occup ncy Construction Stories Sq Ft Total Sq Ft U-1 V -N 1 1,080 S. Ft. 1,080 S. Ft. CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS The plan set reveals no deferred submittals. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincerely, i Clay Salzman Plans Examiner Gordon Wright,.E. Plan Check Engineer Cc: Alice Mefford, E-mail: amefford@buttecounty.net Michael Bertain, 2485 Marsh Court, Durham, Ca. 95938 Robert Heaton, 4285 Keith Lane, Chico, Ca., 95973, Fax: (530) 343-8038 Pa;e 2 of 2 County of Butte Pe.rini.t Number 04-3459 Wil.1dan P.roiect Number 1,1353-:128.3 SITE PLAN REVIEW APPLICATION Date: —) 7— On AP# Permit Number (if applicable) 5 `7 APPLICANT INFORMATION Parcel Size: Owners Name: —D2A Owners Address: i� D 230-X, Telephone No.: Situs Address: Proposed Use: Residential IM New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Iffi Site Plan Stamped Approved By Date 2') 2 "S Page 1 of 5 4 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) 19 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: O S2OC., Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S R Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Paize 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front so v , Side �-- Side, Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Paize 2 of 5 1" Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Decd Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 t,� 10 Subdivision Map/Parcel Map: b O r2 HA V__I LP� P D SST r H 3 Map Date of Recording: JO -30-0 Lot: 2 1 ❑ Use Permit/Minor Use Permit Permit Number: Book: S2- Page:---? 9 8 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the a National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. U Page 4 of 5 t. -------- - = LEACH FREE SETBACK (LFS) ,,►O- NOTES 1. THIS SHEET SHOWS ADDITIONAL INFORMATION, IS FOR ADDITIONAL INFORMATION PURPOSES ONLY, DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. A SOLID FENCE CHAIN LINK, BRICK, BLOCK OR SIMILAR MATERIAL, NOT WOOD, A MINIMUM OF SIX FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY LINES OF THE PROJECT. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR ANY RESIDENCE IN PHASE 3. 3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WILL REQUIRE CONNECTION TO A PUBUC WATER SUPPLY. 4. SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE ENCOUNTERED DURING PROJECT CONSTRUCTION. SITE DEVELOPMENT SHALL CEASE AND ARCHAEOLOGICAL CONSULTATION SHALL BE IMMEDIATELY RETAINED. 5. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY. REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS DEVELOPED - 6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 7. ALL OAK TREES ON THE PROPERTY SHALL BE PRESERVED :1 EXCEPT FOR 7HOSE REQUIRED FOR ROADS, DRIVEWAYS, OR BUILDINGS. A NO DISTURBANCE SETBACK SHALL BE PROVIDED - - COMMENCING FROM THE OUTER EDGE OF THE OAK. TREE CANOPY. isZ-9%81 ADDITIONAL INFORMATION SHEET DURHAM LAND ESTATES . PHASE 3 A PIJi.AC 61R M SUBOMOM BEING A PORTION OF THE REMAINING LANDS OF DURHAM LAND ESTATES PHASE X BOOK 1551 OF MAPSy PAGE 71-74, ALSO BEING A POR77ON OF THE s INTER -DEPARTMENTAL MEMORANDUM ' TO: BUILDING DIVISION, O OVILLE FROM: ENVIR. HEALTH, CHICO a DATE: 4 Q RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: ° OWNER NAME: SEPTIC: WELL: AP#: 3�� ��Dfi �%ADDRESS/LOCATION: � I , i0214j1- 0'7- Comments: GVmemostmicasehold NOTES RESIDENTIAL ! 039 -460 -ow ��+ Y V03-0154 DRAP R, JOHN N SS MARSH CT, DURHAM ' G CONT: NORTH COAST DR ; AI L NSF 4BR 3BA 3 CAR GAR 6 /via � SPECIAL CONDITIONS _ CHECKED BY SRA FLOOD CERTIFICATE REQ. r FIRE..SPRINKLERS REQ.." SPECIAL INSPECTION ITEMS VERIFY USE PERMIT. CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS' ®„ - Meter By OR ELECTRIC t Meter By Date l fo l b JOB FINALED (Date) ' 03 Signature qd0000) - r i F • r SPECIAL CONDITIONS _ CHECKED BY SRA FLOOD CERTIFICATE REQ. r FIRE..SPRINKLERS REQ.." SPECIAL INSPECTION ITEMS VERIFY USE PERMIT. CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS' ®„ - Meter By OR ELECTRIC t Meter By Date l fo l b JOB FINALED (Date) ' 03 Signature qd0000) - r SPECIAL CONDITIONS _ CHECKED BY SRA FLOOD CERTIFICATE REQ. r FIRE..SPRINKLERS REQ.." SPECIAL INSPECTION ITEMS VERIFY USE PERMIT. CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS' ®„ - Meter By OR ELECTRIC t Meter By Date l fo l b JOB FINALED (Date) ' 03 Signature qd0000) J = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL,(S Date Underfloor (Plans) OK except #'s v JV,.,fo-,njng setback s- Ease ments-F od-Slope 1 4g., Main; Soils-Elec. GW )2-1" Fig. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Fig. Depth 5 walls, Main; Steel- Blockouts-Wrapped t walls, Garage; Steel-Blockouts-Wrapped Id Downs and Special Anchors 3 �7 Slab, Steel -Wrapped 3 Pi .s -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. U , Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 01"Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. T4. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date UJ Card B-1 C/4-0,1— Date Card B-1 Date M/ Oj Card B-1 CAA Date Card B-1 Date PIZMBING (Permit) OK except #'s 1 ar.; Vent -Access -Combustion Air Baffle 1 . ipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection -0 4est Sho Pan; Test, First Floor -Tub Access Ducts Insulation & Support Tub & Shower, Second Floor -Tub Access 3 Gas PIDe: Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 fixture & Transformer Clearance -Ins. Protection ec. ptacles Spacing -Lights & Switches at Doors z oxes &,-No. of Conductors Stapled Rome fristalled Close to Edge of Studs & C.J. quip_i2f5und made up w/Mech Fasteners -Bond Gas & Water 2 ppliance Circuits in Kitchen &,PqLductor Size GFI 2a--3u'bfeed Wire Size / / Cu OMAVNire Size / g Cu' AI Z..- ange Circle / O' / g oA ven Circ. / / ga Cu or AI Insulated Neutral Q Yes ❑ No 31. Se 'ce-Riser Conductors & Ground Main Disconnect 3 . qu' . earances Panels-Motors-Mech. Equip. 3 X0. Closet Light -Shower Light -Spa Light X.4moke Detector single & Duplex) Date AMING (Continued) 4 n s -Post Caps -Anchors -Connectors . 47. mg. J ' -Rftr. Ties- Purlin-Roll Brac.-Truss-Shting. -Rfng. 48 Fla ie or Type A Flue -Fireplace Throat Clearance 49. AffrcAs ; Size & Romex Protection -Draft Stop -Ins. Baffles 50. indows or Exiting Doors -Sill Ht. & Dimensions 51. a rotection Framing 5 p y Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs filth -Headroom -Rise -Run -Landing -Fire Protection 5 wood on Roof Overhang -Attic Vents -Rafter Outriggers 6. Si g -Nailing Veneer tuc esh-Drip Screed -Fd. Vents-Underflr. Access ing ea -Glass Protection -Skylights -Plastic S r Walls; Nailing -Bolts Br4zKlnte r/Exterior Wall Panels Insu on -Walls -Ceilings 6 filtration -Walls- indows 1 410 Date qZ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Date 6k-'S'mq,ke Card B-1 Date Card B-1 Date urnace Vents -clearance -Comb, Air-Connector- Inga ge; Above Floor-Ducts-Mech. Protection Card B-1 Date Card B-1 Date MgRHANICAL (Permit) OK except #'s Elec. Trim & Subpanel, Breaker Sizes & Labels Ducts Insulation & Support airy Rails 3 e an, Exhaust above insulation Elec tlets at Wood Panel, Int. & Ext. C de Cate Drain & Overflow, Size & Grade 5W & Appliance; Ground -Air Gap -Cooking Clearance 7 . F ace -Vent Access -Comb. Air -Return Air Vent 115 outlet jfflagrag; Fire Do ndi -CI A.C. uct in Garage-Dampe - Atfic Access & Platform if Furnace in Attic fir. Htr,; Ve/nts-Clear Comb. Air Con r -D. . i aragl Aboveech. Prot ion Elec. & Mech. Equip. Listed for Location Olrec. Receptacles in Garage (F.F.I.)-Ramex Protection Date 9IT_iGya,d Card B-1 r Date Card B-1 Date Fdn Bents & Crawl Hole Door Drainage & Wood -Earth Card B,.l Date Card B-1 Date FRAMING (Permit) OK except #'s Sado'Stup,po 4 . S' Prope Materials & Anchors A.C. Unit Disconnect, Electrical -Plumbing 4 W s uds-Nail'rig Spacing & Braces -Plates -Sound e ng Wa over Girders & Floor Nailing r_OWS in Walls (rat proof) 8 44.1< r taps, Furred Ceilings -Stairs -Chasers -Tubs xterior Elec. Trim, G.F.I. Receptacle -Underground 4 eaders & Beams -Size & Bearing single & Duplex) Date AMING (Continued) 4 n s -Post Caps -Anchors -Connectors . 47. mg. J ' -Rftr. Ties- Purlin-Roll Brac.-Truss-Shting. -Rfng. 48 Fla ie or Type A Flue -Fireplace Throat Clearance 49. AffrcAs ; Size & Romex Protection -Draft Stop -Ins. Baffles 50. indows or Exiting Doors -Sill Ht. & Dimensions 51. a rotection Framing 5 p y Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs filth -Headroom -Rise -Run -Landing -Fire Protection 5 wood on Roof Overhang -Attic Vents -Rafter Outriggers 6. Si g -Nailing Veneer tuc esh-Drip Screed -Fd. Vents-Underflr. Access ing ea -Glass Protection -Skylights -Plastic S r Walls; Nailing -Bolts Br4zKlnte r/Exterior Wall Panels Insu on -Walls -Ceilings 6 filtration -Walls- indows 1 410 Date qZ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s E Steps -Door & Sidelight Protection -Landings 6k-'S'mq,ke Detector 5 urnace Vents -clearance -Comb, Air-Connector- Inga ge; Above Floor-Ducts-Mech. Protection e om Exiting �Bath Fixtures & Tub Access -Spa_ Elec. Trim & Subpanel, Breaker Sizes & Labels airy Rails 7 fireplace or Stove, Clearance -Hearth Elec tlets at Wood Panel, Int. & Ext. %Ze<t. 5W & Appliance; Ground -Air Gap -Cooking Clearance 7 . c. Outlets & Receptacles Kit. Counter jfflagrag; Fire Do ndi -CI A.C. uct in Garage-Dampe - 6 fir. Htr,; Ve/nts-Clear Comb. Air Con r -D. . i aragl Aboveech. Prot ion Elec. & Mech. Equip. Listed for Location Olrec. Receptacles in Garage (F.F.I.)-Ramex Protection Ins ation-Foam-Looked in Attic 9IT_iGya,d Rails & Deck Construction -Post Caps Fdn Bents & Crawl Hole Door Drainage & Wood -Earth ear nce Looked unde loor D Yes F o -wing Instld./Drive es J No/Walks -fes J No/Planters J Yes J No Sado'Stup,po Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 8 ter Well, Disconnect, Electrical, Plumbing B xterior Elec. Trim, G.F.I. Receptacle -Underground entj)alio hroughout House �r 9B!C recti s from Previous Inspections c 9 st-Meters Tagged, Gas -Electric Orgyr& Sewer Connected -C/O to Grade -HD App•oval Compliance Certificate -Other Certificates (� ` A &&ddress Posted Date ( 07 Card B-1 Date Card B-1 Dat 14.0-3 Card B-1 6oC U , Date Card B-1 Date I Card B-1 Date Ca•d B-1 Comments at Final: /=OK Q= Not'OK = Not;Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch.. 9. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5.. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK.except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cent. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Health Department Approval 10. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date. Card B-1 U r COUNTY OF BUTTE - DEPARTMJAF D4EVE_ SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Cadlifor 95965 • Telephone (530) 538-7541 - • PERMIT NO. (Rev.12/96) Was 039-460-040 APPLICATI N"AND PERMIT 0.3-0154 ASSESSOR PARCEL NUMBER 039-460-081ZONING Sf BUILDINGPERMIT OWNER DRAPER, JOHN TELEPHONE Q7 -7755 SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO LOX 1103 PARADISE CA. 95957 897 U 16l,146.00 CONTRACTOR'S NAME NORTHCOAST DRYWALL INC. TELEPHONE 1223-2255 35 cov.1 5,005.00Q O CONTRACTOR SAM�S EASABOVRE CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS a. r Total Valuation $ 188 605.00 ARCHITECT OR ENGINEER - LICENSE NO. Fee $ 20.00 -Filing Permit Fee $ 951.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 618.15 BUILDING ADDRESS loll 2� i 6rM MARSH Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1612. 15 LOT NO. 2 SUBDIVISIONS NAME F. E SO ' TANI) r-�,I ATT: PARCEL MAP ; PLUMBING PERMIT Fling Fee 20.00 Each Trap 14 7.00 48.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 1 15.00 5.00 Each gas water heater or vent 1 1 5.00 I5 . 00 TYPE OF WORK New O Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 4BEBR00Pt, 3 F3AT1-1 %1I I t'A1: i:ARA(:6`. Gas piping system 1 - 5 outlets 1 15.00 1 5.00 Building sewer 1 15.00 5.001 Mobile Home IS I GI W @20.00 PERMIT FEE $ 178.00 FLOOD PLAN+X t 0520C ELECTRICAL PERMIT FilingFee 20.00 Main Service 2o0AORLESSs 1 ".ss 23.00.3.00 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 C^ 9 $- I Lic. No. 'S S t i 3 6 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. �r 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. ( -Cos (� [� 3.50 F°; 37.7 N_- . MULLTT'_aS. NGN-RESID. @7.50 POWER APPARATus b SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRUREs 20 p 1.W BAL Q .50 Ex. Occup. OFlimFTS Aa GeA 5.00 Temporary Service 23.00 Mobile Norrie Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 182.93 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 ofthe Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 1 20.00 20.0(' Cooling 1 20.00 20.0( Hood 6.50 6.50 Ventilation 3 Li gas fireplace . 5.00 PERMIT FEt $ • 00 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 shallR3/17 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% 0 Signature of Applicant - Owner Contractor ❑ Agent f 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 $ 46.00 Occ CONST TYPE VN TOTAL FEE $ 2114..08 HAZ. -- I D. FE I P FLOOD Xi CF _- PARCEL0 J ' HD ,ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been ,.-�'""-`-•- - By>t�if l� t /� Date PERMIT EXPIRES ON I f Date provisions to do work paid. J..� Receipt No. :3c^!?5-3r� ,-2�.� �.�� WHITE-D.D.S.-Elf. t- CANARY -ASS SOR PINI -INSPE TOR GOLDENROD -APPLICANT 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 f CORRECTION NOTICE OWNER 0j-0)5� PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter,, or need additional explanation, please contact this office immediately. T I & c"(A0 �-y ,) �✓ Wde (2P✓fr ' rr r .Fro i dp a 4.1 - -rc 61 n< 'V Ht --V 10/82 ,a-wa.-.-.,-..�...,. -�-tiv....x........,�,...-a••�,�.,,..-••-_c•. .".� -, "�---.r.-...�.--ter-----r,,.y,_ -...�-•nor ..�.......,r�..w-- ...,� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF.DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected:• Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact. this office immediately. Date REV 10/92 ... , • • •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 OWNS ER PERMIT NO. A routine inspectio ndica'es that the following violations of butte county Ordinances exist at the above address d should be corrected. Please notice this office when correction of work is completed. 1 ou have any questions pertaining to this matter, or need additional explanation, Ph ease con ct this office immediately. Alu.&(C r l l . ENGINEERED WOOD SYSTEMS Y_4 F 2, t Certificate of Conformance Certificate 5 4 0 7 9 THIS IS TO CERTIFY that the glued laminated timber products identified with a'collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products —Structural Glued Laminated Timber _._ NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses , r AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species - k =i IT IS HEREBY CERTIFIED that the APA EV'✓S trademarked structural glued laminated timber members were produced -in a manufacturing facility subject to regular'audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation. of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. I r 1 •,,,,�0 `0��0 :•�Qf pRPORq� 2�rG �o so m r y Z : SEAL .= 3 ;may i ca Thomas G. Williamson J. Executive Vice President ,N; ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 I Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 _�, a•+. cvu.r vr. v+ vra�.r•+trti it .�DIJiC,.LCrCJ t"H � 1 s ARd& tj �q AEAr� Certificate of Conformance. cenificate r.._ _ 4 078 THIS IS to CERTIFY that the glued laminated timbef products identified with a aoileotivs mark of Engineered Wood Systems (FWS) were rt,;anufaetured In accordance with the applicable standards and associated specificatlOn$ IndiOted below: ANSI Standard Al 90.1 -1992, For Wood Products — Strzrotural Glued Laminated Timber NER•486 Glu®d Laminated limber ComNnstions And 'GAP" Cotnputer Program For Determining Design Streeees AITC 117-93 — Manufacturing — Standard Specifloatioris For Structural Glued Laminated Timber Of Softwood Species IT IS H15AESY CERTIFIED that the APA EWS tradOmarked structural glued laminated timber members were produced in at manufacturing facility eublect to regular audits in accordance with the Engineered Wood Systems (EWSi) duality Assuranco Program. Routine audits include inspection of the manufacturing process and evalusgon ct the In -plant QA program with adequate sampling to verity' confo.---'^'^ ",41e?ry mandards for lumber grade and glueline bond quality. It yJg)ej,,1 .�.. y� x 5..1�61 x 15k;v' w000' . P OA � .rt SFAL cgs k 13 by Thomas G. W1I1iRMSOM Executive Vice Pr"Ident ENOWgsaff 9 WOO SYMMS is a rotatod corpo awn 01 A; - me eNammemto vowo Assom4r10W 70118o Ah .IMh Sv89t • I?O. Bo: t t704 • iaaorna WA p8at1.0700 Totoohoeo: (eM) gw4voo •'ar NAfter. (8931; SSS -7263 BUIUM45 t7WKM: nu,u.►stny rr=l" r- BC1'=WG IWAT, Ns An inwailmon csrtdkwo is reeltdrad tm be posted as the bu0dirtg Site otiorto the issuance at the et�atp>atty pwmt This iota, may be used to most those requirements. An appNaaoe rat w.. listed below we the amial equipment irwta llot NOW that ..Ins of afty and typo of ttte awasinstalled must too sowvtttant ar bettor than the trmpltl14= rt¢ediled an the CWd& M of Canplinoe (CF -1 R), floe esrtdk=a (or fte squtvalsrn)slue! bs pmparsd suit signed by ttte pmm(s1 mLwa tp.awratl reawmatbility forthe W0500111l insttallgtlon. , i, ms undersigned, verity that the equipment fisted In the category above my signature is the &=al equivpsra insWed and MZ the equipment nlesq Or GZCesda the toouirwrlams At the AppUAU= E ttatsnw/ Standards. In addition, I have verified tftat the sguipntem : is squivelertt to or more dtldent than the souloment spacow on the Cartidicate of C*"fi ca subminod to demonsinite compliance with the Entergy Eftwcy Startastda for residtrdial buildlivs. HVAC SYSTWS Nate: Hydropic boner irdarrparion in entered hers. Other hydroma at combined hydmnic equipment is Baud under water Hem" systems. maadnQ Equip, exc cwttneei Aaftwl CIMbtnten Otres of Netting Laad Nearing hheat ourrieOurn� 0100 eaed Nutt big _(AFUL-o l�aa�loe piping uu* dna (13tuhi goal tstfrt 'a= Cartdn" equip. Carttprttaor unit, • tov. o o v Diatrfbudan D= or . TYps and FWrtg MIL, � _aw The buAding assign heat loss and design heat gain rats have been oatermined using s meth apedlted In Section 190(h) of the Este is enay Standards, and we two at ttte a ftar(a used for iprtttirt$ aizietg attd selection. � �. ^.i(e h1ya l+ur ale,, t Sipr+a>1u� Cate HVAC Subontram (Co. Name) or General Cur&= or Cwnrr WATER HEATING SYSTEMS Water Meattttg CBC c4rttfled Rated$ Tank Enarlull ftc& r or Emtrnal Tank I. Fur small qac sfaragtr bytes inputs 13,000 Btwhri. electric reautanc a ens hnt pump water heaters, list finwo ( cmr, GBrtsrQsgu ateags wwrar httstebe intra ir<out aTS.000 stwhrl, lull Astm ImXPL ttwatMple Fp-cieney tine Stsntmy Less For tnata►ttaftwme 9" wstw hmtwm. list Rasa haul$ ane R*cmmry Hm=ency, For tnstantanseus els wo water nesters, lot Muse Irmut, FAUCL�i'S $ SHOWEA HEADS All laucats ana snawarneaca Installaa are listea in Ina Commission's Citoc^ty of Catrdiso Faucets and Showemsecs. pursuarn to i IUe 24, Part 6. SubMactor 2. Se=an 111. 9 ,9'v C+oc--'��.i 3ignanus Data ?hm"M Suaannva=w tom. Nwrolarilenwai Cww=mrmr Owner 7I1IS (=rr - ICATL MUST BE PROV IDCD TO =- BU=ING DEPARTMENT PRMiz 'lq l?XNAL INSPEt:TTG'N APPROVAL Al+, A t'7 PY S1{ALL BE pO.T .D WinIIN MIE BUIU,11C JANUARY 1993 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California, 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) was 039-460-040 APPLICATION AND PERMIT 0-3-0194 ASSESSOR PARC0.NUMBER ' 039- ZONING ''- BUILDING PERMIT OWNER DRAPER JOHN TELEPHONE 872 - SO. FT. OCC. BUILDING VALUATION - 167,494-00 OWNERS MAILING ADDRESS PO BOX 1103 PARADISE CA. 95967 897 U 16;146.00 CONTRACTOR'S NAME NORTHCOAST DRYWALL 114C. TELEPHONE 228-9-255 n 5 coy, 5,009.00 CONTRACTORS MAILING ADDRESS SA ,E AS ABOVRE CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 188.605.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 9 51.0 0 ARCHITECT OR ENGINEERS MAKING ADDRESS Plan Checking Fee $ 618-15 BUILDING ADDRESS A -•i Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1612.15 LOT NO. SUBDN510NS NAMEPARCEL T r' T 7i T` MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 1 23.00 Water piping 1 15.00 L 5 . QQ Each gas water heater or vent 1 15.00 t 5 00 TYPE OF WORK New d Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Describe Work: L,.;�,F,]�;Znn?•1. ? RATE [.7 f I��'.(�R a �RA�E Gas piping system 1 - 5 outlets 1 . 15-0015.00 Building sewer 1 15.0015.00 . Mobile Home S G W @20.00 PERMIT FEE$ 17 0" . QQ FLOOD PLANfK 0520C ELECTRICAL PERMIT Filing Fee 20.00 0V OR Main Service zo AOR LESS 1 23.00 -3.00 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. ji License Class &1 0-1 Lic. No. s,5 2.1,3 to 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 TO 46.00 WEL200A CU00A NEW CONST. DWEWNG OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.50FT. 3 9 . 9 NON -gale T. MULTI.OUTLET @7.50 POWER APPARATUS a SINGLE OUTiEr CIR. Ex. Occup. OUTLET OR FURES SAL @':50 Dn Ex. Occup. ouTLEEDTSA RES D) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S ° 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 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 forthwit comply with those provisions. X Date /1► 7103 Signature of Applicant - 4Wwner T Contractor ❑ Agentr� An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 1 120.00 20.0( Cooling 1 20.00 20.0( Hood 6.50 Ventilation L ? a g f i r e>J 1 a c e 15.00 PERMIT FEt S 95.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3/U c yT. TYPE T T TAL FEE $ 2114.08 L12 IMP / FLOOD v COf PARCEL PD HD ISSU 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. 2®� V`T Dafe ReceiptN,. WHITE-D.D.S.-B.D. CANARY -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.M. USE ONLY Plat Pian Attached L Roar-FQh Atuchad Sent to S.D. i ! TO: Building Department D ?J FROM: Environmental Health , A. SUBJECT: Sanitation Clearance Z40 00 - 0041 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: ma c earance O.K. for: NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE-DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orovalle, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET `ASSESSOR PARCEL NUMBER OWNER: �) %� Proposed Building Use: AIS. `I' � ' F �/ Counter Technician: `"' Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. [25 , Plot plans, or 4 sets signed by the preparer of the plans. ` © 2. C,omplete plans, or 4 sets, signed by the preparer of the plans. [nngmeered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. R4. gmeered truss details and layouts in duplicate. No faxes! A 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie d wn or foundation plans, all in duplicate. �7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit�will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached, Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑/i4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... If tatement of Intent for Non -heated and A/C Buildings .................................. .. S • ation and plot plan approval from the Environmental Health Department in 017. ty of Chico Plumbing permit......................................................................... ❑ California Department of Forestry plan approval ❑ paid. Sent by: ...................... 19. Planning approval for (A) Use: C> �_',_(B)Parking: (C) Parcel Check: 2 -►2 -03 - Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy, ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... O 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ,.&tr Letter of Signature authorization............................................................. Recorded copy of Agricultural Acknowledgment Statement............................"o�� G -17 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. ! I have been informed of the above items and requirements for obtaining a building permit. d Applicant: ��"' " �/ Date:. 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, o e ,was advised of the ab ve data by ❑ phone, ❑ mail, ❑ counter, ley Dat Plans reviewed by: Date: ':7 • 0 3 Plans approved by: (L,- Date: Structural reviewe Date: 7 /1 Structural approved by: Date: T / Note transfer by: Date: 3 Yel w: Bu ding Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE W 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ 0.1 _�-_ evised Plan Checking Fee .................................. $ _' OOL DISTRICT FEES — paid at District Office) 0 SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ �� L Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. RECREATION DISTRICT FEES JUQV)" 6. THERMALITO DRAINAGE DISTRICT FEES ATe510.00 (paid at Building Division) RA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. #�Jq w -p3 DATE I _ I --� 03 RECEIPT # DATE REC. 364532 �i. 53d, At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE&3 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) fy1'G��.l,�-� School District � * Building Department No. A.P. Number V3 / - 46 V 8 1 Jurisdiction; City County Property Owner Property Location/Address /y Subdivision �Q �(� 5(� j'1 Land Lot No. ; / ................................................................................................................... Residential Development Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ................. � *(Nofoundation ms pect�onp Commercial/Industrial # Lp A L } Sq. Footage New Addition (Including Exterior _ Roofed Areas) OAA 0 J14� 2 Building Department Representative Date Irioor rians reviewed ov bcnooi uistnct District Identification No. . 1, eR o8 3 DU ROLIA'i-M U Al iG'/I-- b School District certifies that (Applicant► MARS14 07- • g-7,,?- -73SS (Street Address) (Phone Number) on 9s 93 S (City) (State) (Zip Code) has complied with the requirements of Resolution No. 0.2 - 'n 4 by payment of $ 66 3 1� , representing 1 square feet. AB 2926 $ FULL MITIGATION s School District Representative Date i Paid by Check # / Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. ,' ,,, If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (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 (10/98)dmm A* BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property Owner (s): Project Location/Address: Subdivison Name: P.e.�,'t& Land, E61, Assessable Square Footage: Type of Residential Development (check one): New Development.ion/Addition Afterat ❑Mobile Home (s) Non -Residential to Residential :4-r Comments: Building Division Repesentative 2 - /1 - 0 Date Durham Recreation -and Park District (DRPD) certifies that r22 Applicant Name Applicant Phone Number 2-1 Street Address 7�) UUA_,/k C\ -J\-4 CA ?SC/ City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for 3 b I square feet at $ 1.04 per square foo.t'for a total payment Of Ll C_:MD Repiesent9tive PAID BY CHEV.-.. Remarks: BANK No.: PAID BY CASH: RECEIPT No.: I DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION AND WHEN RECORDED MAIL TO: 4 BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 25 -Feb -2003 2003-0011747 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: `cyT d �}S sha.,- c-1 -4Mk1' Cck*Oi� Mfip Cn-hfl rN' Duu,ha— Loy 4 Cs i<h! pl,4 3 :.��" vti Mop w-vo rt coacA* ,n SMG &4k* esf 0 1, tv)F COUY141 &J,w, o -a ocrabca.JC, LCb/ .Gl Qk 1,5' 2_ 0 m $40 ;4r PQ#�C '7'1"eo, aFS�. his 0'<p "$ mc,46 C"IS o914£P4s.'Q QeDw -01E 40-;"DJ-hN's C1t,Se ('t�i�2 �c,ic�r?� GS 5'j'T- F'e.,vi'ri _T,% y'bo+ e4, t-tConJcx civ�••►b�,r�- 7, �l Una-("% ��ttE CcWr+ I G��cDcn�J .SL>t;�I d�D�oof- 1L"iS5' QvT1`E "Gt�wv, C'[•/�iann�4 ; al $I- w v►rt�h tra6 AGO �+k�'ft 1! l aG- i rJ ay rC4L'Lfn'-.9 -ncj k". ro •041ft *")6 Sa:-k- Dq�S -I ho�trn F �l SG'r �► �4, �� A f- A&4 (u onft F S F 4 ��S s f Rt G Rc1op�-, Ro"i-, yaa� �ior.ya� Sarco Dec la�a-;itsw �cccP44" Date_ ill 7l ©3 PROPERTY OWNERS: State of Ca ' or is County of .tt 7e. ml , %3 before me, personally appeare personally known to me (or proved to me on the basis of satisfacto evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS mv hand and offi nal seal. CYNTHIA JOHNSON Signature ii. Seal: COMM,/1335942 a woTMY W&J"wroRR+A COUNTY OF BUTTE 1. q Comm. WOOS Dee. 22, 2008 A.P.# �)�jf �/�(�1` f%3 bCbzonvf3 Jnomi=G 3o YCIC.I'J kP!tt;..-LGSf6 E49S-d�,:-2a dlxv bn-tramoo meed Ion t3aH lcntptio MR033H YTHU00 HTTUH PROJECT PROCESSING RECORD Applicant: - Owner: A. P. OR t Permit #: Work Description: S -P -+J r Date Description of Step or Status 0 2 • (1 ore RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: Building Permit Number: Plans Examiner: Martha Christy A. P. Number: 03q—q60 'Q GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. 5 Flood hazard. 6 Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ 7. Federal Aid Route and/or Federal Aid Secondary Route setback requirement. 8. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: . Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). Z. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). 7. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 8. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9. Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). 10. Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). 12. Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 3. Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). 4. Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 1•'S. Water closet clearances (Uniform Plumbing Code 408.5). 6. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 7. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster - weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1 Attic access and ventilation (Uniform Building Code section 1505). 1 Sound requirements. 1 Energy design compliance and supporting documentation. 1 CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 t-' Butte County Department of Development Serve Building Division Uul XJ REFUND CLAIM APPLICATION 1 y) REQUEST FOR REFUND Refunds can only be made upon written request by the person who paid the fee(s). The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, -plan check fees for work plan checked are not refundable. Fees paid to other County Departments are not covered by this claim. [Butte County Code Section 3-41(t)] CLAIMANT'S NAME: j o V h D /L 06 fL MAILING ADDRESS: Pte' �d Y, l 1.6 . Pg2&A;5Q A ASSESSOR'S PARCEL #: 0,3% , BUILDING PERMIT # : U , RECEIPT NUMBER(S): 3 � (f 3 2 A request for refund of fees paid on the above receipt number(s) is for the following reasons: C9vCnor 9. &-? Please Hund any applicable fees in the following categories: (Check those fees which you wish to have refunded.) Building Permit Fees ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Other (specify): Disposition of Plans: ( ) Plans returned to me at counter ( ) Please mail plans to me at above address ( ) Please dispose of plans Signature Date ?J W L3 A COUNTY OF BUTTE GENERAL CLAIM FORM WILL BE MAILED TO YOU FOR SIGNATURE AFTER REVIEW BY BUILDING OFFICIAL. J:\My Documents\REFUND CLAIM APPLICATION.doc 12/17/02 FOR BUILDING DIVISION USE ONLY: Receipt Information: Number: Date: f Issued To: , Amount: Fees Retained: BP# BP# Processing Fee: $ Processing Fee: $ Bldg Filing Fee: $ Bldg Filing .Fee: $ Plbg Filing Fee: $ Plbg Filing Fee: $ Elec Filing Fee: $ Elec Filing Fee: $ Mech.Filing Fee: $ Mech Filing Fee: $ Energy P/C Fee: $ Energy P/C Fee: $ Plan Check Fee: $ Plan Check Fee: $ Inspection Fee: $ Inspection Fee: $ SRA P/C Fee: $ SRA P/C Fee: $ Other: $ Other: $ Total Amount Retained: $ $ TOTAL REFUND DUE:$• $ Amount from 440-001 $ Amount from $ , Amount from $ Amount from $ J:\My Documents\REFUND CLAIM APPLICATION.doc 4 12/17/02 Gary Hawkins ARCH ITECT Jan. 16, 2002 Butte County. Building Division 7 County Center Drive Oroville, Ca: 95965-3397 RE: John Draper lot 21 Marsh Court Durham, Ca.95973 Plan Check No. AP # 0' - YC -0 T bay I have reviewed the revised truss engineering from Longfellow Lumber Co. Inc. for the above-mentioned project and found that the submitted information correctly depicts the loading and design requirements. While these documents have -been reviewed to verify compliance with structural criteria, It shall be/'noted that the verification.of exact truss dimensions isrbeyond the scope of our review and shall be the responsibility of -others. If you have any hesitate to call! 1370 RIDGEWOOD DR., STE.10 • CHICO, CA 95973 (530)892-2700. FAX (530) 893-0532 • garyarch®emall.msn.com Job number >> 027105 Structural Calculations for John Draper Durham, Ca. , Gary Hawkins Architect ,1370 Ridgewood Dr. Ste 10 ,Chico, Ca. 959.73 (530) 892-2700 (530) 893-0532 Fax DATE 11/21/02 � r ;r. DEPARTMENTUTTE COUNTYBUILDING APn Vii:s'.�ED r�t� . i 'r--1 LE -:7 CALCDATA .11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> ------------------------------------------------------------------------ Jurisdiction Butte County Code referenced 1997 UBC 2001 CBC wind loading Basic wind speed 75 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 16 PSF Floor live load n/a PSF Balcony live load: n/a PSF Soil data Allowable bearing: 1200 PSF LOADS -----------=-------- DL 14 9:53 AM ----------------------------------------------- REV 8-13-92 LOAD SUMMARY MODULE ------------------------- 11/21/02 ------------------------------------------------------------------------ DESCRIPTION >> 16.00 PSF ------------------------------------------------------------------------ TL 37.00 PSF ----------------------- ASSEMBLY >roof ------------------------------------------------ SLOPE > 6.00IN 12 > 26.57 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 CONCRETE TILE 9.50 9.50 22 %2 " _'PLYW0bD 1.50 1.5 0 39 2 X 6 - 24" 1.10 1.10 39 2 X 6 - 24" 1.10 1.10 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------ -----------=-------- DL -----=----- 20.20 ----------------------------------- USE: 21.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 37.00 PSF ASSEMBLY >wall SLOPE > -IN 12 > DEGREES NO. DESCRIPTION. UNIT WT. PITCH? ADJ. WT. 88 ONE COAT PLASTER 4.00 4.00 21 3/811 -PLYWOOD 1.10 1.10 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. .2.00 2.00 83 1/2" GYPSUM BD 2.50 2.50 ------------------------------------------------------------------------ DL 11.40 USE: 12.00 PSF LL PSF --------------------=--------------------------------------------------- TL 12.00 PSF AA'n 0 A -r / 1, 1/ , UJ (44 0-11) N, v tot F7-ep +7- AA 6 Vo tk Y, t k /.`, 24, P- v 4-- P-- 13, 4 C,4 IL kA - ISIf M.� G SSBM 6 10:08 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/21/02 Description >> RB -1 » .1 ---------------------------------GENERAL-------------------------------- Span (L) > 15.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------7-----------------ACTIONS--------------------------------- Uniform dead load > .509 kips/ft 57 o TL Uniform live load > .388 kips/ft 43 % TL Uniform total load > .897 kips/ft End reactions ........................... DL > 3.818 kips LL > 2.910 kips TL > 6.728 kips Design loads ............................ Total load moment (M) > 25.228 ft -kips Total load shear (V) > 6.728 kips -------------------=------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 .1800000 Size factor Cf > .965 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to FciL Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc1J E DFGL 24F -V4 2317 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 16.500 inches Required Actual Comment S (in"3) > 130.684 232.547 <ok> A (in -2) > 49.947 84.563 <ok> I (in -4) > 1918.512 ------------------------------ DEFLECTIONS ------------------------------- Total load deflection > .296 inches L/ 608 <OK> Live load deflection > .128 inches L/ 1406 <OK> Dead load deflection > .168 inches Minimum camber (glu-lams) > .252 inches <1.5*DL deflection> Standard 20001R camber > .169 inches --------------------------CHECK MIN. BRG. AREA --------------------------- minimum area > 10.350 in -2 Minimum length > 2.020 inches Assuming full width bearing W PT FTG2 10:10 AM Rev 9-30-93 Point footing 11/21/02 Description >>F -1 -------------Load data ------------- --------------Soil data ------------- P > 13.456 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 43.000 --------------Concrete-----------------------Reinforcing steel------_--- F_'c >' 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 -*-----------------------------Footing data ------------------------------ Footing size > 3.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 2.020 kips Total P axial > 15.476 kips Total bearing pressure > 1.149 ksf <ok> Net bearing pressure > .999 ksf Factored bearing pressure > 1.528 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 8.418 kips Vn=Vc=2(Flc)".5*bw*d > 35.232 kips 0 Vn > 31.709 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 19.895 kips Vn=Vc=4(F'c)-.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement------------------------- Mu=(P net)*bl"2/2 > 2.572 ft-kips/ft Required Rn=(Mu/O)bd"2 > 44.649 psi Required p (bending moment) > .0011 Required As (bending moment) > .108 in^2/ft = .397 in^2 Min. required p UBC 2610(f) > .0015 33% increase applied Min. required As UBC 2610(f) > .144 in^2/ft = .529 in^2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 3 No. 4 bars e.w. 2 No. 5 bars e.w. 2 No. 6 bars e.w. 1 No. 7 bars e.w. PT FTG2 10:12 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 11/21/02 Description >>F -2. ------------=Load data ----=-------- --------------Soil data ------------- P > 6.728 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load °s >' 43.000 --------------Concrete-----------------------Reinforcing steel --------- FIc >. 2.500 ksi Fy > 40.000 ksi m > 18.824 10 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.069 kips Total P axial > 7.797 kips Total bearing pressure > 1.094 ksf <ok> Net bearing pressure > .944 ksf Factored bearing pressure > 1.443 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area). > 3.859 kips Vn=Vc=2(F'c)^.5*bw*d > 25.632 kips 0 Vn > 23.069 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 9.646 kips Vn=Vc=4(F'c)".5*bo*d > 51.2,00 kips 0 Vn > 46.080 kips ------------------------- Footing reinforcement --------- - ---------------- Mu=(P net)*bl-2/2 > 1.286 ft-kips/ft Required Rn=(Mu/¢)bd"2 > 22.324 psi Required p (bending moment) > .0006 Required As (bending moment) > .054 in-2/ft = .144 in -2 Min. required p UBC 2610(f) > .0007 330W increase applied Min. required As UBC 2610(f) > .072 in-2/ft = .191 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. (11) Cl) L".; Dj V L. j (f, cf; (.-I lzr> P kIn () I I*r oril-la r %jtk�//tjb qLe> SSBM_6 10:16 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/21/02 ------------------------------------------------------------------------ Description >> RB72 ---------------------------------GENERAL-------------------------------- Span (L) > 19.250 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs. > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .431 kips/ft 57 o TL Uniform live load > .328 kips/ft 43 o TL Uniform total load > .759 kips/ft End reactions ....... ................... DL > 4.148 kips LL > 3.157 kips TL > 7.305 kips Design loads ............................ Total load moment (M) > 35.157 ft -kips Total load shear (V) > 7.305 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl Fc -fl E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .956 Apply to Fb Size factor Cf >. 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcu- Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 < Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl Fc1J E DFGL 24F -V4 2294 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 5.125 inches Member depth > 18.000 inches Required Actual Comment S (in -3) > 183.886 276.750 <ok> A (in -2) > 56.063 92.250 <ok> I (in -4) > 2490.750 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .523 inches L/ 442 <OK> Live load deflection > .226 inches L/ 1022 <OK> Dead load deflection > .297 inches Minimum camber (glu-lams) > .446 inches <1.5*DL deflection> Standard 20001R camber > .278 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 11.239 in -2 Minimum length > 2.193 inches Assuming full width bearing H PT FTG2 10:18 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 11/21/02 Description >>F73 -------------Load data ------------- --------------Soil data ------------- P .> 7.305 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete-----------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------ Footing data ------------------------------ Footing size > 2.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.00.0 inches Footing weight > 1.069 kips Total P axial > 8.374 kips Total bearing pressure > 1.175 ksf <ok> Net bearing pressure > 1.025 ksf Factored bearing pressure > 1.613 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 4.314 kips Vn=Vc=2(F'c)".5*bw*d > 25.632 kips 0 Vn > 23.069 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 10.781 kips Vn=Vc=4(Flc)^.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.437 ft-kips/ft Required Rn=(Mu/O)bd"2 > 24.952 psi Required p (bending moment) > .0006 Required As (bending moment) > .060 in-2/ft = .161 in"2 Min. required p UBC 2610(f) > .0008 330-. increase applied Min. required As UBC 2610(f) > .080 in"2/ft = .214 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 2 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. WrZ WC)o 0 Per F -C SSBM_6 12 10:25 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/21/02 Description >> HDR -1 ---------------------------------GENERAL-------------------------------- Span (L) > 10.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 33.438 -----------7--------------------ACTIONS--------------------------------- Uniform dead load > .305 kips/ft 57 o TL Uniform live load > .232 kips/ft 43 o TL Uniform total load > .537 kips/ft End reactions ........................... DL > 1.525 kips LL > 1.160 kips TL > 2.685 kips Design loads ............................ Total load moment (M) > 6.713 ft -kips Total load shear (V) > 2.685 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc -L FcJJ E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf > 1.100 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc -L FcJJ E DFL N01 1100 675 95 625 1450 1700000 --------------------------------BEAM DATA ------------------------------- Member width > 3.500 inches Member depth > 11.250 inches Required Actual Comment S (in -3) > 73.227 73.828 <ok> A (in"2) > 34.446 39.375 <ok> I (in -4) > 415.283 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .171 inches L/ 701 <OK> Live load deflection > .074 inches L/ 1623 <OK> Dead load deflection > .097 inches Minimum camber (glu-lams) > .146 inches <1.5*DL deflection> Standard 20001R camber > .075 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 4.296 in"2 Minimum length > 1.227 inches Assuming full width bearing 172 PT FTG2 10:27 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 11/21/02 Description >>F -4 -------------Load data ------------- --------------Soil data ------------- P > 2.685 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete------------------------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18'.824 > .900 ------------------------------Footing data ------------------------------ Footing size > 1.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .418 kips Total P axial > 3.103 kips Total bearing'pressure > 1.113. ksf <ok> Net bearing pressure > .963 ksf Factored bearing pressure > 1.515 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ----------------- ----------- Diagonal tension —.factored loads - one way action <ok> Vu=(P net)*(effective area) > 1.270 kips Vn=Vc=2(F'c)".5*bw*d > 16.032 kips 0 Vn > 14.429 kips Diagonal tension - fac.tored.loads - two way action .<ok> Vu=(P net)*(effective area) > 3.553 kips Vn=Vc=4(Flc)".5*bo*d I> 51.200 kips Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > .528 ft-kips/ft Required Rn=(Mu/O)bd"2 > 9.171 psi Required p (bending moment) > .0002 Required As (bending moment) > .022 in-2/ft = .037 in -2 Min. required p UBC 2610(f) > ..0003 330W increase applied Min. required As UBC 2.610(f) > .029 in-2/ft = .049 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No- 6 bars e.w. 1 No. 7 bars e.w. s M SSBM 6 10:31 AM --------------------------------------7--------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD •11/21/02 Description >> HDR -2 ----------------------------- --=GENERAL-------------------------------- Span (L) > 16:50-0 feet Repetetive ? > N Reduce shear for bm depth >Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 -------------------------------- ACTIONS ----------------------.----------- Uniform dead load > .126 kips/ft 57 % TL Uniform live load > .096 kips/ft 43 o TL Uniform total load > .222 kips/ft End reactions ........................... DL > 1.040 kips LL > .792 kips TL .> 1.832 kips Design loads .......:.................... Total load moment (M) > 7.555 ft -kips Total load shear (V) > 1.832 kips ------=------------------- LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fcl Fc1J E DFGL 2-4F=V4 2400 1150 '1.6.5 650 1650 1S'0:0�0 Size factor\,Cf-- 1 > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd . > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl Fc -H E DFGL 24F -V4 2369 1150 165 650,,/ 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > �3�.12�5inches Member depth > .SOO.iriches Required Actual. Comment S (in -3) > 38.272 94.922 <ok> A (in -2) > 14.380 42.188 <ok> I (in -4) > 640:723 ------------------------------ DEFLECTIONS ------------ =------------------ Total load deflection > .321 inches L/ 617 <OK> Live load deflection > .139 inches L/ 1426 <OK> Dead load deflection > .182 inches Minimum camber (glu-lams) > .273 inches <1.5*DL deflection> Standard 20001R camber > .204 inches --------------------------.CHECK MIN. BRG. AREA -------------------------- Minimum area > .2.818 in -2 Minimum length > .902 inches Assuming full width bearing • II File >SHEARW 9:48 AM 11/21/02 ------------------------------------------------------------------------ REV. 6-17-99 Shearwall schedule Description >> Common nails -------- >> ----------------- -------------------- -------- (Box nails) ------------------- Mark Description HF DF 1 3/8" cdx plywood with 8d nails .213 .260 at 611, 12" o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 12" o.c. (.253) (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311, 12" o.c. (.326) (.397) 4 1/2" cdx,plywood with 10d'nails .254 .310 at 611; 12" o.c. (.206) (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 12" o.c. (.305) (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12" o.c. (.399) (.486) 7 1/2" gyp bd with 5d nails wind .082 .100 at 7" o.c. edge &.field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 7" o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/8" leg)'at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 1211 o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown. 1-1/4" legs) File >LATDATA3 Rev 8-8-95 Wind pressures on structures. Description >> Exposure > B I N U I T I E S W A L L S Importance factor > 1.00 .0209 Windward walls .80 Basic wind speed > 75.00 mph qs > 14.50 psf Roof pitch > 6.00 in 12 8 > 26.57 degrees * * * P R I M A R Y F R A M E S A N D S Y S T E M S Leeward or flat roof Direction .0063 .0068 Ht. <0'-151> <201> <251> Assembly description Slope 2:12 to less than 9:12 Ce .0081 .62 .67 .72 * * * L 0 C A L A R. E A S A T Wall corners Canopies.or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building .0084 .0052 .0136 .0073 .0094 .0031 0104 -.0673 .0125 .0125 :0167. .0136 0115 .0167 D I Cq I N U I T I E S W A L L S .0180 .0194 .0209 Windward walls .80 .0072 .0078 Leeward walls .50 .0045 .0049 Total wall .0180 .0.117 .0126 R 0 0 F Wind perpendicular to ridge Leeward or flat roof .70 .0063 .0068 Windward roof Slope 2:12 to less than 9:12 .90 .0081 .0087 Slope 2:12 to less than 9:12 .30 .0027 .0027 Roof total .0090 .0095 Wind parallel to ridge and flat roofs .70. .0063 .0068 * * * E L E M E N T S A N D C 0 M P O •N E N T S W A L L All structures 1.20 .0108 .0117 Enclosed structures 1.20 .0108 .0117 Open structures 1.60 .0144 .0155 Parapets 1.30 .0117 .0126 R 0 0 F Enclosed structures Slope less than 9:1.2 1.10 .0099 .0107 Open -structures Slope less than 9:12 1.60 .0144 .0155 * * * L 0 C A L A R. E A S A T Wall corners Canopies.or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building .0084 .0052 .0136 .0073 .0094 .0031 0104 -.0673 .0125 .0125 :0167. .0136 0115 .0167 D I S C O N T I N U I T I E S 2.00 .0180 .0194 .0209 2.80 .0252 .0272 .0292 3.00 .0270 .0291 .0313 2.00 .0180 .0194 .0209 -ve- ( S f4A t (, - � A =( (% i., � (. J5 1 Ib/4 100 z ) -- I kc v 4. o I /3, 2 )4rlblt-- ,�; J Zw `713 1 P (5�3� to 2-A) C��c����c�� Ii toile) 2- L 4-- t�) (9= 1,314- �- milt 14 b�f, ! 2�' � , gz) " 5,51 / i 3 7¢ /2tr/eZ/405' ,o "? i x.,14 -4a 0 tl 1 of As i r7 2415 2-2 (7 (1) (.1 r- 4.4.3 ` 4 -a b r) nc, I f r►c , ! Z. ,¢7 k T"7�w e> s- C� G uj LLJ. L'I W. w uj m .7 X 0 W (5 C-1 0 0 --- C', cl, N c"I cli . N IN Z Cam or C �C� � 22; 4-t) te, z 5 b4- nO OVeV�AKA &I.( + 2-4,,o'z :5,711 b . L, Ar 77- 4 �-7 4 z -C2", 6 am�d T)3 Zo 9 I� NO i I � i :1 011111fillIFF � i a A MARSH COURT N 89° 10'45" E Of `A A=44* 24'55* f L=33.63' DELTA=38* 32'08" R=50' —1200 GAL. I SEPTiC TANK MIN. I YIN" INSTALL LEECH FIELD PER . BDRMBUTTE CO. STDS. LOT 21 H MIN,) 71 APPROVED Ln Butte County Environmentai Heam, D nat L-------------------- ------------------------- 890 10,451, E ENVIRONMENTAL, HEALTH 93 Revisions: <41 0 0 N 2 0 M 0 rl- LO u 9 i 0 0) WLO W 0) CD OD r cy) U) cf) 2 W Z U u LL U < <41 0 U) 0 0 0 0) WLO W 0) U 0 r - u AR No. 693 REN 1003 c O u - Z < Lu C) z u 5 ow u - OAU C) < W X Q Date: 11/25/2002 Drown: GC Job no.: 02-105 Sheet: TEMP. +96" M 3056+0016 FG. (2) 30166 XO TEMP RMULLE L=4'-0" CN 0 31_0 " 31_O" CN 10 111 u 0 ci uj CLCIZIQ 0 o 1 WALL FRA'11ING LEGEND CN 0 SH +90" +10' CLG. PLAST 40 D.F. 42 Lu DESCRIPTION STD. 2 X4 WALL CONST. a - Q DESCRIPTION 2'-p• o E AA----------- CRIPPLE FRAME ATOP 5°-0• 2'-p• STANDARD PLATE Wn o I TI E `---- - - - - -- �o E C. FRAME TO BOTTOM 3016 XO TEMP. AT 4" D.C. EDGE 1124 O.C. FIELD 0O 0 v I 00 2X6 STUDS AT 14" O.C. LU�o AT 3" O.C. EDGE 112' O.C. FIELD ®I/2" l0 i . .o 0 �010 II II AT 6" O.C. EDGE 112' O.C. FIELD A o i\\\ \\ +32• i (W AT 4" O.C. EDGE 112' O.C. FIELD A 1/2" CDX PLYWOOD WITH 10d NAILS MASTER Lo AT 3" O.C. EDGE 112' O.C. FIELD W �_- BATH a- RB -I 5 1/8" x 16 1/2" UB w/ TIE 9' CLG. i I I I .V4 G.L.B. ' p x lo +24" PLAT RM CARPET i I , L=-0" SURROUND Q I' I I 1 COVERED MASTER ' o - COVERED I I ° I BEDROOM ' I II PATIO +96" _.� COFFERED CLG. I I = 'L 3068 •.� PATIO 11 ; CARPET +96• P.H. 2668 0_0 YEA& F.F.I a - �, ooG)ILE +N I 1I CIG. VINYL LINEN ,---------------------1 ° i;► oLO 3 TEP o/ I T2010 EMP w10 H w PLASTER SOFFIT. /�BREA�K _ DBL. _St_P_ 2-2x STUDS AT 10' CLG. 24" VENTS 6080 S.G.D. 24" VENTS+9b• =q' -p• HIP MASTER TRUSS n 11 ' i I o o U 5'-8" 6'-6 i 2° 8• q�_8• 2,_ " m z 01co co l i2668 2668 w oa 1°� co U (2) 4056 FIX. OVER NOOK 9' CLG 9016 XO TEMP MULED I� L>2 = '- I �i Lo- - - E3 - --------------- - - - - - - - - DBL. SIP CEILING L=41 -n' 1 r =8'(2) BREAK Q Q 0 HALL LINE o wo UB/ P H 9' CLG. , "' 0 ta ►- x HWRLE CARPET o00 �' ER BATH 11-0" o UR G 9 CLG. 2468 0 29aBVINYL -------------- = DBL. SIP 3' - Om 1 - SIP DBL. SIP CN --------------- ----- L=4'-0" N CN, - - - - - PR 3068 PR 3068 a- 8'-4" 10 t .� B/R #2 B/R 43 Q- 9' CLG. 9' CLG. °" CARPET CARPET L=4'-0" CN 0 31_0 " 31_O" CN 10 111 u 0 ci uj CLCIZIQ 0 o 1 WALL FRA'11ING LEGEND CN 0 SH +90" +10' CLG. PLAST 40 D.F. 42 Lu DESCRIPTION STD. 2 X4 WALL CONST. a - Q DESCRIPTION 2'-p• o 2'-0" CRIPPLE FRAME ATOP 5°-0• 2'-p• STANDARD PLATE Wn o 3/8" CDX PLYWOOD WITH 8d NAILS C. FRAME TO BOTTOM 3016 XO TEMP. AT 4" D.C. EDGE 1124 O.C. FIELD 0O 0 v 3/8" CDX PLYWOOD WITH 8d NAILS 2X6 STUDS AT 14" O.C. LU�o AT 3" O.C. EDGE 112' O.C. FIELD ®I/2" CN 0 0 CN 0 a u o v u 1 I4050 SH +90" +10' CLG. PLAST 40 D.F. 42 4050 SH +94" R SOFFIT DESCRIPTION !� I o 5'-6" �► WALL PANEL DESCRIPTION 2'-p• 5'-C 2'-0" I, 5'-0" 5°-0• 2'-p• 5'-6• 25'-0' SHEAR SCHEDULE MARK SHEARWALL BRACED DESCRIPTION 3056 FIX. OVER WALL PANEL DESCRIPTION 2'-p• O 3/8" CDX PLYWOOD WITH 8d NAILS ZL O AT V O.C. EDGE 112" O.C. FIELD. 0 � 3/8" CDX PLYWOOD WITH 8d NAILS A 3016 XO TEMP. AT 4" D.C. EDGE 1124 O.C. FIELD A 3/8" CDX PLYWOOD WITH 8d NAILS LU�o AT 3" O.C. EDGE 112' O.C. FIELD ®I/2" l0 CDX PLYWOOD WITH 10d NAILS II II AT 6" O.C. EDGE 112' O.C. FIELD A o 1/2" CDX PLYWOOD WITH IOd NAILS i (W AT 4" O.C. EDGE 112' O.C. FIELD A 1/2" CDX PLYWOOD WITH 10d NAILS _ Lo AT 3" O.C. EDGE 112' O.C. FIELD A 5 VINYL - =81_0" 2'-5" I 12'-3" r HEARTH 9' CLG. CARPET 10E 11 I 1 NMILY II---- i to CLG. i it DW. kRPET +36" SNACK BAR ---> il_ _ _ i 2'-0' 3'-10" 5'-2" 5'-3 I/2" 2x4 HALF WALL ' i ° ; KITCHEN z I I II' CLG. > VINIYL ' ' 2068 2068 RANGE ----------- Ari _� > L=4' -o' PANTR DBL. SIP L=4'-0" INEN ------ �i m v, F.F.. DBL. Sid' CN 3068 C.O. I +8/ / '-3• _ " HALL L=q'-o° 68 S.C. L=4'-0" ,�; 1�_pr ATTlC i w/ SELF ``' 3t O ARCHED "' �" ACCESS , 9 CLG. CLSR _- - - - C>> OPENING o �- - - - CARPET _HDR_I----_� 4x12 DF41 HDR. _ p 10'-0" ARCHED OPENINGS o- _ i co it-OfI I<-�'-O' ARCHED OPENINGS-- 0 m 1 ------------- - - - 1 ----------,/ I BATH I LAUNDRY -------- - - - - -- _ T_ i i 9' CLG. ,i . 9' CLG. I VINYL 2''8' VINYL " i i=8'I-O' a 18'TB. i L=p1_o" UB/ D 8 11' cLG.I <i i i i HWR I VTOSA I TIL .� I ; DINING 0 1' VER =, COFFERED CLG.R G . O W WH ' :CARPET 1 1 P.H. / III' CLG_ _ _ _ _ l \ i +90" 3040 SH +90" 050 SH 2 -------- `1 121_0" 10' CLG. TWO STUDS �r 3050 SH rut CN NOTE: 3020 EYEBROW - EXTERIOR 11' TALL TRANS. ABOVE 6x12 (2) 3040 SH Ir/ DF I 6620 EYEBROW STUDS SHALL BE ll"1 Fri y, t o TRANS. ABOVE 2x4 D.F. SELECT, (2) 3050 SH w/ 0 6620 EYEBROW e TRANS. ABOVE a - 101_8" c1 `v- 1 6x12 DF#I —(2) 1650 TEMP. SIDELIGHT EA. SIDE w/ 6620 TRANS. ABOVE. RCH 31-0" 8'-0" MARK SHEARWALL BRACED WALL PANEL DESCRIPTION 3056 FIX. OVER O 1/2" GYPSUM WALLBOARD WITH 5d NAILS 2'-p• - AT 1" O.C. EDGE I FIELD UNBLOCKED 01 O 5/8" GYPSUM WALLBOARD WITH 4d NAILS � AT 1' O.C. EDGE I FIELD UNBLOCKED A 3016 XO TEMP. 1/8' CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH WITH NO. 16 LU�o GAGE STAPLES, 1/8" LEG AT 6" OC ® l0 bGG II II SIMPLEX 'THERMO-PLY' STRUCTURAL (RED) SHTG. (0.115 INCH THICKNESS) MULLED o W/ NO. 16 GA. GALV. STAPLES (1/16" i (W CROWN, 1-1/4" LEGS) OR LARGE FLAT- HEAD. NO. II GA. GALV. ROOFING NAILS _ Lo (1-1/4" LONG) AT 3" AND 6' OC W z 1 [. RB -I 5 1/8" x 16 1/2" 24 .V4 G.L.B. 0 " • Q COVERED o - COVERED PATIO +96" _.� 3068 •.� PATIO +96• 0 SH a - 9' CLG. t- i;► oLO 3 TEP o/ T2010 EMP w10 H w PLASTER SOFFIT. /�BREA�K o a 24" VENTS 6080 S.G.D. 24" VENTS+9b• UU i o o U m z r U (2) 4056 FIX. OVER NOOK 9' CLG 9016 XO TEMP MULED r =8'(2) VINYL - =81_0" 2'-5" I 12'-3" r HEARTH 9' CLG. CARPET 10E 11 I 1 NMILY II---- i to CLG. i it DW. kRPET +36" SNACK BAR ---> il_ _ _ i 2'-0' 3'-10" 5'-2" 5'-3 I/2" 2x4 HALF WALL ' i ° ; KITCHEN z I I II' CLG. > VINIYL ' ' 2068 2068 RANGE ----------- Ari _� > L=4' -o' PANTR DBL. SIP L=4'-0" INEN ------ �i m v, F.F.. DBL. Sid' CN 3068 C.O. I +8/ / '-3• _ " HALL L=q'-o° 68 S.C. L=4'-0" ,�; 1�_pr ATTlC i w/ SELF ``' 3t O ARCHED "' �" ACCESS , 9 CLG. CLSR _- - - - C>> OPENING o �- - - - CARPET _HDR_I----_� 4x12 DF41 HDR. _ p 10'-0" ARCHED OPENINGS o- _ i co it-OfI I<-�'-O' ARCHED OPENINGS-- 0 m 1 ------------- - - - 1 ----------,/ I BATH I LAUNDRY -------- - - - - -- _ T_ i i 9' CLG. ,i . 9' CLG. I VINYL 2''8' VINYL " i i=8'I-O' a 18'TB. i L=p1_o" UB/ D 8 11' cLG.I <i i i i HWR I VTOSA I TIL .� I ; DINING 0 1' VER =, COFFERED CLG.R G . O W WH ' :CARPET 1 1 P.H. / III' CLG_ _ _ _ _ l \ i +90" 3040 SH +90" 050 SH 2 -------- `1 121_0" 10' CLG. TWO STUDS �r 3050 SH rut CN NOTE: 3020 EYEBROW - EXTERIOR 11' TALL TRANS. ABOVE 6x12 (2) 3040 SH Ir/ DF I 6620 EYEBROW STUDS SHALL BE ll"1 Fri y, t o TRANS. ABOVE 2x4 D.F. SELECT, (2) 3050 SH w/ 0 6620 EYEBROW e TRANS. ABOVE a - 101_8" c1 `v- 1 6x12 DF#I —(2) 1650 TEMP. SIDELIGHT EA. SIDE w/ 6620 TRANS. ABOVE. RCH 31-0" 8'-0" MARK SHEARWALL BRACED WALL PANEL DESCRIPTION Q O 1/2" GYPSUM WALLBOARD WITH 5d NAILS to O AT 1" O.C. EDGE I FIELD UNBLOCKED A O 5/8" GYPSUM WALLBOARD WITH 4d NAILS � AT 1' O.C. EDGE I FIELD UNBLOCKED A O 1/8' CEMENT PLASTER OVER EXPANDED METAL OR WOVEN WIRE LATH WITH NO. 16 LU�o GAGE STAPLES, 1/8" LEG AT 6" OC ® l0 5/8" T-1-11 PLYWOOD SIDING W/ IOd NAILS AT 6' O.C. EDGE 112" O.C. FIELD II II SIMPLEX 'THERMO-PLY' STRUCTURAL (RED) SHTG. (0.115 INCH THICKNESS) m o W/ NO. 16 GA. GALV. STAPLES (1/16" i (W CROWN, 1-1/4" LEGS) OR LARGE FLAT- HEAD. NO. II GA. GALV. ROOFING NAILS _ Lo (1-1/4" LONG) AT 3" AND 6' OC 105'-0" II' -4" STRUCTURAL 16" O.C. 8'-5' ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS. BRACED WALL PANEL SOLE PLATES SHALL BE FASTENED TO SLAB AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE. WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED IN LINE WITH THE BRACED WALL PANEL -10 1/2" Envir i Health W S2 N v- 21'-0" 24'-0" L=4'-0" " O v - 4 -- - - - - - - - - - - - - Q I � I m NOTE:00 GARAGE WALLS AND CLG. FIN, TO BE 5/8" TYP 'X' GYP. BD. i 11 GYP. BD. AT CLG. TO BE o INSTALLED OVER RESILENT i C14 CHANNELS AT I6 O.C. GARAGE 9 PLASTER CLG. "' SOFFIT CONC. SLAB T-11/2" 1.2'-0" 41'-0" --------- - - - - -- — I I I I ' I I I I I I i v I } I w Gl v CN I � 1 x m ° x I - CN I � I o 50 GAL. GAS W.H. w/ P.T. VALVE I DISCHARGE TO O.S. ATOP +18" PLATFORM w/ SEISMIC STRAPS TOP AND BOTTOM. L=4'-0" +90 3050 SH +90 3050 SP 2 0 +10' CLG. PLASTER SOFFIT 9'-6' 4x12 D.F. 42 CONT. SHEAR PLY BEHIND WALLS1)")l 101-01, �2/_0" 24'-8 1/2" GENERAL NOTES I. BEARING WALL HEADERS SHALL BE 4A:12 D.F. 42 TYP. U.O.N. 2. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.51 SQ. INCHES MIN. ENERGY COMPLIANCE - INSUL. WALL: R-13 AT 2x4 WALLS R-19 AT 2x6 WALLS ATTIC: R-38 - MECH. SEER 12.0 AFUE DUCTS R81.2 - W/H. EF = .60 - WINDOWS DUAL GLAZED LOW Elw/ VINYL FRAMES AREAS LIVING AREA: 3101 S.F. GARAGE: 810 S.F. COVERED PORCH: 631 S.F. FLOOR PI SCALE 1/4" = I'-0" 6 ENVIRONMENTAL JAN 17 2003 CHICO, CALIFORNIA Revision: \G1SVU\ ARCy���� �r * No, 693 REN 1003 9TF QF CAI.�F�� 0.� O O to O U � U NQS LU�o W rn rn i W �" m o a i (W = _ Lo O W z 1 [. L� U � MViI 0 Q o 0 0 t- oLO 3 LO w � o a UU i o o U m z r U \G1SVU\ ARCy���� �r * No, 693 REN 1003 9TF QF CAI.�F�� 0.� O Lu U � QC < LU�o OQU (W = I tp O =3L 1 Date: 11/25/2002 Drawn: GC Job no.: 02-105 Sheet: of: