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Home My WebLink About031-281-07431-281-74 j Henry T. Runge Jr. 834 Feather Ave., Oroville Permit #4015-77B,P,E2M(new single family):.. 31728 ��- 74 ' TED GJYMAN F '�X �Ol/fContr: Servamatic lar I Permit#2933-84_°(solar water heater)SF 031-281=074 05-1320 W YMAN 834 FEATHER AVE, OROVILLE Cont: HYSMITH CONST NEW PRI DET GARAGE 031 281-074 06-0063 WY.M.AN; ALBERT 834 :F:EA'I { [ER AVT', ORO, Cont: STRANG ELECTRIC UPGRADE ELEC PANEL 200A:MP Sl8 i .1� 031-281-074 WYMAN, ALBERT � 834 FFATHER AVE, OROVILLh; Cont: OWNER ; AG BLDG A 0 0 No I 9/2/2005 Butte ,,County Department of Development Services www.butt6county.net/dds 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING Albert Wyman 834 Feather Avenue Oroville, CA 95.965 RE: Permit No. AG05-1048 APN#031-281-074 Owner: same On 4/25/2005 a deposit was made in the amount of $109.98, of which $54.99 was retained. Please sign, date, and return the enclosed claim form to this office. Once we receive the claim form, we will then process your refund in the amount of $54.99. Should you have any questions, please contact this office Monday through Friday, 8:00 a.m. to 4:00 p.m., at 538-7601. Sincerely, j Diane Lewellen Account Clerk, Senior Administrative Division enclosure AG05-1048.1tr County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Albert Wyman ADDRESS: 834 Feather Avenue CITY & STATE: Oroville, CA 95965 DATE OF CLAIM- 09/02/05 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT Refund Claim - See attached calculation sheet APN: 031-281-074 Permit No.: Ag 05-1048 PAID RETAINED REFUND DevelO meet Services $ 109.98 $ 54.99 $ 54.99 THERM DRNG $ - $ _ $ _ SMTP $ $ $ SHR $ _ $ _ $ SRA $ _ $ _ TOTAL $ 109.98 $ 54.99 $ 54.99 ............. z ... Q:•:::: :::::BitEAKDOWN '": ":::::S� DGE.T `:::ACCOU.N* T::::A11G1`(QU- 101001 DVLPMNT SVC 440-001 4210500 $ 54.99 1011822 THERM DRNG 1800 280 $ - 1011430 SMIP 1001 280 $ - 1011811 SHR 1800 280 $ - 101001 SRA 0100 4617240 $ - TOTAL 1 $ 54.99 $ 54.99 11 u'. wymu, ucuaie u11ue1 penany uc penury mac cne services or amcies ciaimea nave been pertormea or delivered, and that this claim is true and correct as stated. Dated this day of 2005, 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 , 2005, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN 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. Chief Building Inspector I REFUND CALCULATION SHEET CLAIMANT: Albert Wyman ADDRESS: 834 Feather Avenue CITY & STATE: Oroville, CA 95965 DATE OF CLAIM: 09/02/05 APN: 031-281-074 RECEIPT INFORMATION NUMBER: 426276 r DATE: 4/25/2005 ISSUED TO: Albert Wyman CHECK #: cash AMOUNT: $109.98 PERMIT #: Ag 05-1048 Yes No Yes No Yes No PRIOR REFUNDS: X FEES VERIFIED X REFUND BREAKDOWN BLDG THRM DRNG AUD SUSP SHERDEVFEE FIRE Title Fund 0010 1800 1001 1800 0100 Dept 440-001 rHRM DRN (SMIP) (SHR) (SRA) Accnt 4210500 280 280 280 4617240 Cash 101001 1011822 1011430 1011811 101001 DETAIL PAID RETAIN REFUND BLDG Time 109.98 ::::: : :::::::::::::::::::::::::::::::::::::::::::::::::::::: .................................. :::::::::: ::: Filin from Plan Check 0.00 0.00 0.00 Plan Check/Filing0.25 27.50 0.00 0.001 0.00 Inspection 0.00 0.00 0.001 0.00 BLDG FEES OTHER BLDG Ag Exempt 109.98 109.98 109.98 0.00 0.00 ::::::::::::::::::::::::::::::: :: REFUND PROCESS FEE 54.99 54.99 -54.99 -54.99 . ::: .......... ::::::::::::::::::::::::::::::::::: .......... .......... >:?: .......... .......... BUILDING TOTAL 109.98 54.99 54.99 54.99 THERM DRNG 0.00 0.00:>:::::: SMIP 0.00 0.00::::::::: SHR 0.00 0.00 ... . . SRA 0.00 0.00 $ 109.98 $ 54.99 $ 54.99 $ 54.99 $ - $ - $ - $ - APPROVAL CHECK: $54.99 Date Reviewed 9/2/2005 DIFFERENCE: $0.00 Scott Rutherford (Should be blank) Chief Building Inspector I NSF (Non Sufficient Funds) Notice of Violation NCSP Trails System NCSP Roads/Bridges NCSP Storm Drainage NCSP Fire Station NCSP Parks $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Development Services Friday, September 02, 200s BUILDING DIVISION Ver. 1.0, I Counter Karen I Person Fund 10 (Bldg Permits) $109.98 SRA Fees (Fire) $0.00 Payment Date 4/25/2005 I SHR Fees (Sheriff) $0.00 Permit Number AG 051048 I SMIP $0.00 Receipt Number 426276 I Copies/Document Sales $0.00 Check Number or Cash CASH I CUA (Chico Urban Area) $0.00 Parcel Number 031-281-074 I TUA (Therm. Urban Area) $0.00 Applicant �WYMAN I Water Tender Btln #= $0.00 (SAME West Chico Fire Station $0.00 Received From Witness Fees $0.00 Total Received � � 09 98 I Recorders Fees (N.O.C) $0.00 Thermalito Drainage $0.00 Total Fees To CollectFL $1 09.98 7I Oroville Area Traffic $0.00 NSF (Non Sufficient Funds) Notice of Violation NCSP Trails System NCSP Roads/Bridges NCSP Storm Drainage NCSP Fire Station NCSP Parks $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 PERMIT i - : EBin`-- LAST NAME CONTRACTOR STREET NO s� STREET NAME MUSE TYPE C VALUATION FEES PAID • : RECEIPT FEES 2 RECEIPT 2 .- FEES 3 RECEIPT 3 FEES 4 RECEIPT 4 Comments: _ APN IW FIRST NAME CIT TY CITY • ' • REMARKS ' E 0 M - FLOOD — • • ' APPLIED ISSUED �FINALED Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 533-7541 REFUND REQUEST APPLICATION REFUND POLICY - Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on t he receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County De artments.are not covered by this claim. INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to t address below for signature (by the person whose name is on the receipt) and return to Develo ment Services for ment processing. CLAIMANT'S NAME: A �ber_ MAILING ADDRESS: �(fo 0C PHONE: ( 530 ) ' 3 3 _ ,� a5 2 ASSESSOR'S PARCEL NO.: a 3 L [Please use one claim form per permit.] BLDG PERMIT NO.: - d��- e7 0. Receipt No. 2 ,�e�lpt No. 3 / \ 42 � RECEIPT NO.: RECEIPT DATE: RECEIPT AMOUNT: R�E',A1oSON.FOR REFUND j w00, -A 5 jrIL4 L,re L hCir'Ya bc��1r1� '�y(�C e Z wcv`'� �( ay. YY1P �CI ISD �' ut J1 �tic�, rtA��ure ttsln fPs�de� er U k r e � (2 o h � rcc.k ect— -�o l4 �- S � !M - Check those fees which you wish to have considered for refund: Building Permit Fees Sheriff Fees SRA Fees (CDF Fire Planning) Other (specify): Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may ick them up prior to that time. Signature K:/Forms/Refund Applicatio 82203 a5 /I jos Date ............................................. ............................................. ............................................. .................::::::...................... Fund :::::::::00]:0 ............................................. ............................................. ............................................. ............................................. Dept :.::::440=00..... a::::: HRM:DRN( ....................................... ............................................. ............................................. ............................................. Accnt Cash : 1.01001 1011822 DETAIL PAID RETAIN REFUND 0.00 IIS $ 109.98 I $ 54.99`[$ 54.99 APPROVAL CHECK: $54.99.) Date Reviewed 08/16/2005 DIFFERENCE: $0.00 Scott Rutherford (Should be blank) Chief Building Inspector 1 REFUND CALCULATION SHEET CLAIMANT: ADDRESS: CITY & STATE: DATE OF CLAIM: Albert Wyman 834 Feather Avenue Oroville, CA 95965 05/31/05 APN: 031-281-074 NUMBER: DATE: ISSUED TO: CHECK #: AMOUNT: PERMIT#: PRIOR REFUNDS: FEES VERIFIED RECEIPT INFORMATION 426276 04/25/2005 Albert Wyman $109.98 Ag 05-1048 Yes No Yes No Yes No X X REFUND BREAKDOWN ............................................. ............................................. ............................................. .................::::::...................... Fund :::::::::00]:0 ............................................. ............................................. ............................................. ............................................. Dept :.::::440=00..... a::::: HRM:DRN( ....................................... ............................................. ............................................. ............................................. Accnt Cash : 1.01001 1011822 DETAIL PAID RETAIN REFUND 0.00 IIS $ 109.98 I $ 54.99`[$ 54.99 APPROVAL CHECK: $54.99.) Date Reviewed 08/16/2005 DIFFERENCE: $0.00 Scott Rutherford (Should be blank) Chief Building Inspector 1 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. / Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. ZONIN SD - - 600 . ... be uric PHON NO: .�� n a OWNER'S DRES z� P ve , o,�ov,11� -9 OC TIONOF BUILDING USE 9F BUILDING r �-- SIZE OF STRUCTURE �2v 'X SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL_ CONCRETE OTHER (Specify) TYPE OF SIDING RQQF COV RING F OR TYPE C r ESTIMATED COST OF CONSTRUCTION $ Q14b86 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date(112j, 2 2005 Signature of Owner '(') Permit Fee -$1 Q9.98 Receipt No. /l.Q The above described AG Building is exempt flVm a baling permit. No 3'e4FL OD PAR EL P.D� R JOF ISS -071Q Manager Building division n// l✓ By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date - Butte County Department of Development Services. aur>e REA INT S 7 County Center Drive, Oroville, CA 95965 (530) 538-7601 - vww.buttec0untyneVdds °ouNty 1 RESIDENTIAL AP N: Permit No.�� -( 031-251-074 06-0063 Owner. .WYMAN, ALBERT Site Address: 534 FEATHER AVE, OROVILLE Cont: STRANG-ELECTRIC - -- --- --- Contractor UPGRADE ELEC PANEL 200AW Type of Permit: SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: SIGNATURE: CHECKED BY = OK MANUFACTURED HOMES MISCELLANEOUS 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 -00 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 DEC K S -C O V E R S`C A R P O R T S `G A R A G E S 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng - 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors 7 Electric 8 Frmg; Sills-Anchrs-Studs -Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof-, Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls s` r DATE IPOOLS 1 Setbacks -Easements 2 Soils; CompactionStructure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GF1 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 Bones-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 Pool Drawing = OK = Not OK RESIDENTIAL (Single & Duplex) I DAit 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 69 Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1j Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgmd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 6i AC Ducts Insultn & Support 14 GirdersSills-Anchr Bolts Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn 15 Acc & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16.lnsulation 64 Furnace -Vent Acc-Comb Air Rtrn[Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic c c 4 DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL i8 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 Sts & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 73 Stairs, Guard/Handrails 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clrnc-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 T -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 flr 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 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 pnis 83 Insultn-Foam-Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Dmge Planters D Yes D No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Wits abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs DATE JELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 40 Fxtr & Tmsfrmr Clmc4ns Prtctn 91 Ext Elec Trim, GFI Rcptcl-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 Inspctns 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-C/O 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 DAL 98 Address Posted AC Wire Sz ga D CU or DAL 99 Fire Sprinkler 48 Range Circ ga D CU or D AL Oven Circ ga ❑ CU or D AL Insulated Neutral Yes D No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnis-Motors-Mech Eqp, 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP060063 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS 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 Issued Date: 01/12/2006 APN: 031-281-074-000 the Business and Professions Code, and my license is in full force and L centse Class: C"/ Ci License Number: 01&.3 J Site Address: 834 FEATHER AVE ORO Date: ///771Contractor:A / r Map Index: Description: UPGRADE ELE PANEL 200AMP OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: WYMAN ALBERT T JR & PATRICIA LYNN 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 834 FEATHER AVE the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or OROVILLE, CA she is exempt therefrom and the basis for the alleged exemption. Any 95965 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does Applicant: STRANG ELECTRIC 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 250 CANYON HIGHLANDS DR year of completion, the owner -builder will have the burden of OROVILLE, CA 95966 proving that he or she did not build or improve for the purpose of 530-533-4214 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed Contractor: STRANG ELECTRIC pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 250 CANYON HIGHLANDS DR OROVILLE, CA 95966 Date: Owner: 530-533-4214 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 455231 ❑ 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 Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: O.S.F. Valuation: $0.00 Policy#: I that in the of the work for which this is certify performance permit 'issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 1Z — Applicant: WARNING: Failure to securers' compe sation coverage is unlawful, and shall subject an oyer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY e applicable provisions of the Butte County Code and/or This perWW5LIO I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutive for which fees have been paid. BY: Date: Name: PERMIT EXPIRES O - V Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: e7%�� l�/�%C+—/�/ccy Signature: Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 4: (530) 538-7541 A FEE I-VILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name !� l.V First Name Address'73 �G Y/L V City c /� Slate Zip Phone Fax E-mail CONTRACTOR Name 57-11 N ` Address -z CA N` e City State Zip Phone �"I 3 /7 S Fax E-mail Lic. # Sam CI s'' / U PLICANT SIGNATURE X 'z For office use only: ARCHITECT/ENGINEER Name UC aLc„ Address SRA City I No State Zip Phone Book Fax E-mail Planner State License Number PLICANT SIGNATURE X 'z For office use only: APPLICANT INFORMATION Name UC aLc„ Address SRA City I No State ___T_Zip Type Const. Phone Book Fax E-mail Planner PLICANT SIGNATURE X 'z For office use only: Zoning Property Addres Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP:- BIN P:.BIN # PROJECT LOCATION AP# "1. ?:4 J /) L Property Addres Cross Street 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 cope of Work: a� Sq FT- Living Garage Open Cov ❑ 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. Received by: Amount: Bldg SRA' Receipt #: �� Sheriff - 4q_�) '/ SMIP Date:, —Other ��J Total 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 ❑ 1. 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 faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (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 calcs 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. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). 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. Worker's 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. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer 'or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department: If you have questions or would like additional information regarding this process, please contact a Permit 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 8-12-05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP051320 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/12/2005 APN: 031-281-074-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and essions Code, and my license is in full force and effect. 1) l� Site Address: 834 FEATHER AVE ORO License Class : cense Number: ( 1 Z�(( ' L)f Map Index: Date. 1� C)5 Contractor: ' OWNER -BUILDER DECLARATION Description: DET GARAGE/SHOP(960) I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: WYMAN ALBERT T.JR & PATRICIA LYNN 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 834 FEATHER AVE the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95965 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 Law does not apply to an Applicant: HYSMITH CONSTRUCTION owner of property who builds or improves thereon, and who does RICK HYSMITH such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 10480 N STREET sale. If however, the building or improvements are sold within one LIVE OAK, CA 95953 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 530-695-8784 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: HYSMITH CONSTRUCTION and who contracts for such projects with a contractor(s) licensed RICKHYSMITH pursuant to the Contractors' State License Law.). 10480 N STREET ❑ 1 am Exempt under Article 3 of the Business and Professions Code LIVE OAK, CA 95953 Date: owner: 530-695-8784 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: 791117 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: I have and will maintain workers' compensation insurance, as Engineer: 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 dumber are: Carrier: u�e` ` + r 2 Total Square Ft: 960 S.F. Policy #: I D�iJI l �) - OS Valuation: $23,040.00 /� ❑ 1 certify that in the performance of the work for which this permit is Census Code: V issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, �c _"► and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall rt-� forthwith co ply wit those provisions. "2 Date: rj Applicant:Vi WARNING:secure workers' compensation coverage is unlawful, anct an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of. the Labor' code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereb 'ssued uodefttA applicabl - prov ions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resolutions to d ork indi dab ve for whi fe have been paid* performance of the work for which this permit is issued (Sec 3097 Civ.) r-- a By: Date: Name: PERMIT EXPIRES ON: / L Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to corn y with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offii al form or document o Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: 1,4y t 6 K) Signature: Date: O ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 M May U4 U5 U1:S2p s p.2 V�14 b_o� 6 BUTTE COUNT`` PERIMIT DEPARTMENT OF DEVELOPMENT SERNr10ES BUILDING PERM -11' APPLICAT[ON' AND SUBl11TTAL REQUIREMENTS 24 HOUR INSPECTIONA: OROVILLE: (530) 535-7636 • Ci?703:.53(•) Sol -:S3 t� OFFICE N: (530) 538_-_I541 [[VJJ a 9>J� FEE WILL BE REQUIRED AT TIME, OFAPPLIC-:� MA 1q, 1317 WLL,site: «•ww.buttecounty.net/dd; t) "*PLEASE: PRINT CLEARLY, Cr,5 OWNER Last Name ;wp (dV rs: ?larr Adcress �CitS oC %l/ St =`F t lG�� iPhone Fax LE -!'.lei! �- ARCH ECTIENGINEER j Name I A I ACJress I City Zip �fc•ne c- — - 'nail Sieh L,`.,:: NUn15er I APPLICANT NAME ame �F ice u onl ing Flood Zone SF!E, es t OCC. Tape Const. �S_�bd,Tlsios "arref�Gp Buck I Page Lot # �'aD.1er 1 Da:E P,oprcved v v L -n r-vr-% JUDIYII I I AL t•cl`Wl 1KtMtNT5 &AFORh1S1t3Ui! DING F0PA1SlBlrgApp1oubRgats.00c _ LOCATION --- - APW [�� t - -L 7 Prot 7.40 ,r-�s Goss Str I WORKER'S C ENSATION Policy Kxnber Garner _ --- I'Mring anycne other than ficense contractors, a :ert,frca!e of worker's � compensation mast be shown at the rtm0 of oermft issuance. J L`n+,�/Nc ac�E•Ncv ``ji Narne ^"-- --• Adriress —� Sq. yootage tructure Buil`, tailh Pe .T•:ts J Proposed Charge o` Omupa tcy r (Note previous uselr Page t of 2 EXPiRArtON OF r M-ICATION --" Applications for which a ptrmit l:a;: noz beer issjec wi-t eNpa.::nr year after the date of appli.3t:On. 'r, -ardor tc. tene.v ac!iori oa application. after tzpiratior, a new application, Flars 21,C1 fee .Vill be reauirad. REQUEST FOR REFUNDS Refm;ds can only be mad: upo;, written request b -e -hc .ierson APO paid the fee. i he request oust br. n ado prior tc [he .xpirzr;or.::•f :}:c i permit and no conctructior. worl: h s Leen -tura. Pilins; .`ee; pi,,q check fees for work plp checked and erher depantrent Cusus are nD1 refundsbl ;. _ Received by Receipt (� 1 Date -.0 —TTot&! -� REV 2-24•CS i� O N CM 1 LO O Q z utte County Department of Development Services )NNE CHRISTOPHER, DIRECTOR County Center Drive roville, CA 95965 30) 538-7601 Telephone 30) 538-7785 Facsimile TO: WILLDAN FROM: Scott Rutherford (530) 538-7160 sruthertord EDbuttecountv.net SUBJECT: Plans Transmittal For Review Per Contract DATE: 5/20/2005 • Applicant: Wyman, Albert Permit No: 05-1320 Project Type: Det Garage/Shop APN: 031-281-074 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 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 DIVISIOIys 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: _Q v� ASSESSOR PARCEL NUMBER D 4 gt. Q94 Proposed Building Use: Permit Technician: Date: 6 Items required in order to app/ or a pQ m t� I boxes MU be checked OR marked NA in order apply. Y 1. Site plans, 3 or 4 §eE , signed a preparer of the plans. 1. 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 faxesl ❑ 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) Installation manual, including 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. Letter of intent for non-residential' buildirigs, ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other XM& aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19 Erosion Control Plan Required........................................................................ �ees0. as shown on the attached Schedule of Fees Due Sheet .............................. ❑ .. 11. City of Chico Plumbing permit....................................................................... ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23 California Department of Forestry plan approval ❑ paid. Sent by: 24.' tanning approval for (A) Use: -OL-(B)Parking: (C) Parcel Check:...11 ❑ -25. Contact Land Development about -Improvements,. Drainage......,. ................ 26. NPDES Form........................................................................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑. 28. Contractor's license information. (Number, Name Style, Classification) ................... c: ❑ 29. Worker's Compensation Carrier and Policy Number .........::............................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction..........................................................::.............................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone and hold for pickup. I have been informed ,of/the above items and requirements for obtaining a building permit. rm Applicant: " lUf'ry J Ai Date: 1. Index permit application for the above items numbered: Plan Check Letter I items required S , designer, owner, was advised of the above data by�t(ne, ❑ mail, ❑ counter, by Date: BIZ designer, owner, was advised of the above data b ❑ hone, ❑ mail, ❑ counter, b Date: Y P y Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: I I Ion Date: _ Structural reviewed b Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division OWNER PO SI 1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE BUILDING PERMIT FEES z Balance Due ....................... $ ✓`J�"1 ' Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division)* 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) CSA 8 RA FIC FEE �J " ` ` «� ✓ e) 00. (p 'd at uilding Division) 10. OTHER A.P.# 311..E DATE RECEIPT # DATE REC. 1 00 CT'f�A 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 s 1I/0.s Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) Department of Public C o u n t y o f B u t J. Michael Crump, Director A�LrC VW4 Works t e LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7265 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 9 ACREI Project Description: Project Location and/or Parcel Number: n,31 — Q (i� � — dr-� l By signing below, I, the project ownerlowner's agent, certify that this project WII.LL NOT DISTURB 1 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: �GV�_Lpt_" Title: �r`� CA CiTor— Date: Less than i Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Manaeement Proeram W I LLDAN Ma s Street ll Marysville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.wilidan.com August 4, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Jurisdiction Job No: 05-1320 Assessor's Parcel No: 031-281-074 Description: Wyman, Det Gar/Shop Willdan Project No: 14353-1670-M 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 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Three (3) copies dated 06/30/05, by Jerry Mitchell. * Truss Calculations: Two (2) copies dated 4/15/05 with revisions dated 06/08/05 by, Homewood Truss The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. 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. W I LLDAN Serving Public Agencies APPLICABLE CODES Our review was 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 (CBC) • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS) CODE ANALYSIS Specific Type of Type of Stories 0 Floor Sq Total Sq Ft Use Occupancy Construction Ft Det. Garage/Shop U-1 V -N 1 960 960 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 notes as redlined on the plans. 3. Contingent upon Butte County Planning Department review and conditions of approval. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. George Barnes Senior Plans Examiner Cc Alice Mefford, amefford@buttecounty.net Albert Wyman,_ 834 Feather Avenue, Oroville, CA 95965 Page 2 oft Butte County 05-1320 Willdan 14353-1670 Job Name: 24' xk-(40` _ BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL N1 1 0- 1-12 1236 3.50" 1.50" BC 2x4 DFL #1 2 23-10- 4 1236 3.50" 1.50" WEB 2x4 DFL STANDARD BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICSO RESEARCH REPORT #1607 on the truss material at each bearing Loaded for 10 PSF non -concurrent BOLL. MAX DEFLECTION (span) ' PLATING BASED ON GREEN LUMBER VALUES. L/999 IN MEM 7-8 (LIVE) L- -0.13" D- -0.14' T. -0.27" CRITICAL MEMBER FORCES: TC 1-2 COMP.(WR. -2416(1.15)/ / TENS. DUR. CSI 634 1.60 0.43 2-3 -1114 1.15]3/ 564 1.60 0.42 Rep Mbr Bnd Rep Mbr Comp 1.15 1.00 / dlached,udese otMrwbe noted. Bracing shown is for lateral support of compomde members only, reduce she0mlbeplocedNmryemMmnedthdwMcausetMmaishas coded of Ne wood to exceed l8% and/or ceuse connector plods corrosion. 4 S -2416 1.15 634 1.60 0.43 BC COMP. ((DUR.3/ TENS. DUR. CSI O.C.Spacing 2- 0- 0 4445 Nor hhpa ark Dr. CO Sort CD 80907 1472 1.15 0.40 7-8 8-9 -301(1.6031 -546 L.fiO / 2248 1.15 0.53 WB =COMP. {{{ODOUR. / TENS. DUR. CSI 2-7 -430[1.153/ 213 1.60. 0.08 TRUSPLUS 6.0 VER: T6.4. SZ6 6553 1.15 0.29 429 8 -8 �Iln `((1.603)/ 0 1.15 % 123 1.60 0.08 4-3-13 2 0-3-13 Truss ID: B1 Plating spec • ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 6.2-0 510_0_15 10_ 0 6-2 6-2-0-2-0 12-0-0 17-10-0 24-0-0 1 12-0-0 t 12-0-0 _t r 1 2 3 4 5 4.x00 '4.001 4-4 1 UPLIFT REACTION(S)' : Support 1 -310 lb Support 2 -310 lb This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location Not End ZoneLine - GD Y Bldgicalenegthc.an24.00 ftNDB1dgxWidthegary4.00 ft Mean roof height 22.16 ft, mph a 880 UBC Standard Occupancy, Dead Load 11.8 psf W:308 W 308 R:1236 R: 0 U:-310 U:- -3131 0 1 24-0.0 6 8 0 0 �7 8-M -18 6-0-0 9-1 8-0-0 16-0-0 24-0 0 AUG 0 4 2005 41 SHIP WtLLDAN S 0-3-13 L, WING DIM;1,3110IN APPROVED� ® v _ R Read all notes on this sheet and give a copy of it to the Erecting Contractor. ThbdeslgnIsforanbulMdualbuildingcomponentnotauto*yet...It has been based onspecification 9-1dedbythe component manufacturer sad dam In ecco,dame wlth the cunsd wrelom of TPI and AFPA design standards. No mspom@8Ry is ssaumed for dM.mbnal accuracy. Dimemlonsere to be wMed by the component manufacturer and/or building .do.lgmr prior to fabrication. Th. building designer must ascertain that ft loads umb.d on min deals. most or exceed the loading imposed by the local building code and the p•rttcd•r, app8catlon. The design names Cust: Mitchell's Building Supply Wil: Drive_T 0301203_L00005_300001 Dsgn r : BW #LC - 16 WT: 126# TC Live 20.00 psf Du rFacs L=1.15 P=1.15 HOMEWOOD Mat the top chard Is Identity braced by the roof or floor sheathing end the bottom chard is lots!eW braced by a dgW thaoWrg mater[W dlmclty to budding length. This componad TC Dead 14.00 psf Rep Mbr Bnd Rep Mbr Comp 1.15 1.00 ® TRUSS dlached,udese otMrwbe noted. Bracing shown is for lateral support of compomde members only, reduce she0mlbeplocedNmryemMmnedthdwMcausetMmaishas coded of Ne wood to exceed l8% and/or ceuse connector plods corrosion. BC Live 0.00 psf Rep Mbr Tens 1.00 .,hdl.,instdandbracelhbbussinaccodancewBh'JOINTOETAILS'byTnuswd,'ANSIITPIV,'WTCAV-WuodTrussCouncil Febricdan BC Dead 8.00 psf O.C.Spacing 2- 0- 0 4445 Nor hhpa ark Dr. CO Sort CD 80907 ofAmedca Standard Design RespammOdles, 14ANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' Madison, Wisconsin 63718. Design Spec UBC -97 o r 0.81) and'HIB-81 SUMMARY SHEET by TPI. The Truss Ptds Institute (TPI) Is located at D'Onotdo DMq TOTAL 42.00 psf DEFL RATIO: L/240 TC: L 24 TRUSPLUS 6.0 VER: T6.4. 2. American Forest and Paper Association(AFPA) is located &1111118th Street, NW, Ste 800, Washington, OC 20038. Job Name: 24' X�9d' .= )___ 1 :._ ( Truss ID: BG Qty: 1 CRITICAL MEMBER FORCES: TC 2x4 DFL tl Plating spec : ANSI/TPI - 1995 This truss is designed using the BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. GBL BLK 2 x 4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes, Importance Factor - 1.00 PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location - Not End Zone Loaded for 10 PSF non -concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line No Exp Category = C May use adequate AtaPles for gable blocks. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg length - 46.00 ft, Bldg Width - Mean height 22.16 ft,1rdph -.='-- 36.00 ft 80 `. BUILDING DESIGNER MUST VERIFY CABLE LOADS! (t] gable bracing required @ 58" intervals, GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). roof - UBC Special Occupancy, Dead Load - 10.8 psf if exposed to wind load applied to face. PLATING BASED ON GREEN LUMBER VALUES. See "General Gable Details', C002065035. HOMEWOOD ® TRUSS 4445 Northpark Dr. Colo Springs, CO 80907 TRUSPLUS 6.0 VER: T6.4. BUTTE COUNTY BUILDING DIV10`10N AppROV ED t 12-0-0 112-0-0 1 1 2 3 4 5 6 7 8 9 101 12 13 14 15 16 17 R. 3-4 24-0-0 18 19 20 21 22 23 2425 267 28 29 30 31 32 33 TYPICAL PLATE: 1.5-4 OVER CONTINUOUS SUPPORT 20 VVAKIVIIV 17Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is for an Individual building component not truss system. It has been based on specifications pmvided by the component manufacturer and done In accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimenslonsare to be verified by the component manufacturer and/or building designer prior to tabdcation. The building designer must ascertain that the loads utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing malarial directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment that will rause the moisture content of the woad to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with 'JOINT OETAtLS' by Truswal,'ANSI/ PI 1', WTCA V -Wood Tress Council of America Standard Design Responsibilities, 14ANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' 4HIB-91) and HIB -91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofno Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 1sin Street, NW, Ste 600, Washington, DC 20036. 0-3-13 4/14/2005 Cust: Mitchell's Building Supply W0: Drive_T_0301203_L00005_100001 Dsgnr: BW #LC = 16 WT: 159# TC Live 20.00.psf DurFacs L=1.15 P=1.15 TC Dead 14.00 psf Rep Mbr Bnd 1.15 BC Live O.00.psfRep Mbr Comp 1.00 Rep Mbr Tens 1.00 BC Dead 8.00 psf O.C.Spacing 2- 0- 0 Design Spec UBC -97 TOTAL 42.00 psf DEFL RATIO: L/240 TC: L/2 f_ MAY 2 4 2005 Cr;„Y NMI ee TRUSS O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 N) MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 11 Truss Design Submittal Designed By: Date: Technical Representative: Bryan Wagner April 15, 2005 Bryan Wagner * All enclosed drawings are in alpha -numerical order * Client Mitchell's Building Office Phone: Office Fax: Project 4wZ4W 24' it Z11 rI,UOY .1[7 Oroville, CA Site Phone: AUG 0 4 2005 Site Contact: z "i7 � ' �r Plan/Elevation: Floor System: Ojr 0 Original Submittal Roof System: O Complete Revision �.. O Partial Revision: Replaces individual drawings Work Order # 0301203 O Addition: Add to Original Submittal Liu I I k.A,J U r F° A. Buji-n v- 1�7: c:I LUMBER SPECIFICATIONS: SHEATHING ON ONE FACE REO. 2X4 #2 DF -L CHORDS SHEAR DESIGN BY OTHERS 2X4 STD. DF -L STUDS 16-14-10 OR 20-10-10 PSF. LOADING CUTOUT FOR 2X4 70 MPH `MIND LOADING r "OFF s1.0 FOR CABLE ASSEMBLY GREATER THAN 5'-10• IN HEIGHT SEE GE -2. ADD-ON SAME SZE AND GRADE AS TOP CHORD 'OATH � 1 16d NAILS AT 12' O.C. ADD ON SPLICE TO OCCUR AT PANEL POIN15 WITH VARIES - CLUSTERS 2-16d NAILS A 3-5 OUTLOOKER DETAILS HORIZ. VENT' MEMBERS n n NOT REQUIRED GABLE END DETAILS CUTOUT FOR •2xe •r*, CTlln' 11 1,5-3 ONE SIDE AND (2) 14 GA 7n 0 Y' STAPLES ON 07HER SIDE a { OR (5) 2" 16 Go. STAPLES 0 12 a -' VARIES r j x 3—$ Fill[ REARING WALL 3-5 MIN. PLATE AS I OPTIONAL CANTILEVER UP TO 48" WITH STUD CW WAL UP TO 24" O.C. UP TO 24" NO CHANGE �u I I t VOUI V� 1 'I"1 —.11 nn.'ro Cr[ f\[TAII . 2 BUILDING DMSION BEVEL CABLE END FRAME APPROVED CABLE END FRAME 2X4 DIAGONAL BRACE AT CENTERLINE OR AT 16'-0- U.C. MINIMUM BRACING DETAILS - SEE STRUCTURAL 16d AT 24" 0 DRAWINGS FOR ADDITIONAL REOUIREMENTS BEARING CONNECTIONS ARE 1HE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD. DETAILS ON 'THIS PAGE ARE SUGGESTIONS 0110 AND ARE NOT TO BE UTILIZED WI1H OUT THE BUILDING DESIGNERS APPROVAL. SEE TPI HIB -91 FOR OTHER BRA(. RECOMMENDA1I0145 rl�� Ess �F to Cc'!sya2- T' I 'p{It2!31/C2� CIVIL SECT101'%] A 16d NAILS NAL BRACE Al RUNE OR AT ' 0. C. C. TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 i� C001003160 . 11/14/02 Users of Truswal engineering: TX01087001 The TrusPlusTm engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1 x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or r— C 2. A scab (add-on) of the same size and structural grade as the member ®A may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 CI c; scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces; or any other approved method, as specified and approved by the building: designer. 1. EXAMPLES 90°lo L 90% L Please contact a Truswal engineer if there are any questio 2. cAmsofficeWnworcftbrace•new.let is io O N O N (F. BUTTE COUN-ry r4o UILDING DIV(SI0+'l [�_ APPROVED Roof 1 ine 3D Lay aD LF 2 4 M-itchells Su±ld±nc3 Supply SALES REP DUE DATE DSGNR/CHKR BW BW / BW WO# gar2432 Date 4/14/2005 15:29 TC Live 1.00 psf DurFac-Lbr 1.25 TC Dead 100.00 psf DurFac-Plt 1.25 III OZ'OV111e Ca BC Live 0.00 psf O.C. Spacing : 24.0 BC Dead 8.00 psf Design Spec : UBC -97 �� #Tr/#Cfg : 19 / O S y s t e m s Total 34.00 psf I;, Job Name: VARIES GARAGES WARNIN Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an eMi ndual building component not truss system. It has been based on specifications providod by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensionsare to be venfied by the component manufacturer and/or UuiNing designer prior to fabrication. The holding designer must ascertain that the bads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes Cust: MITCHELL'S BUILDING SUPPLY W0: Dri ve_T_0301203_L00005_J 00001 Dsgn r' BW #LC = 14 WT • 126# TC Live 30.00 psf Truss ID: B1 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 UPLIFT REACTION(S) Support 1 254 lb shall rot be placed in any environment that will cause the moisture content of the word to exceed 19% and/or cause connector plate 1 0- 1-12 1488 3.S0" 1.59" BC 2x4 DFL #1 THIS DESIGN I5 THE COMPOSITE RESULT OF Support 2 -254 lb 4445 Northpark Dr. 2 23-10- 4 1488 3.50" 1.59" WEB 2x4 DFL STANDARD PER ICBO RESEARCH REPORT #1607. MULTIPLE LOAD CASES. BEARING REQUIREMENTS shown are based ONLY This truss is designed using the {HIS-91)and 'HI&91 SUMMARY SHEET by TPI. The Truss PlateInstitute(TPI)islocatedatD'OrofrbDrive,Madison.Wisconsin53719. MAX DEFLECTION (span) PLATE VALUES Loaded for 10 PSF non -concurrent BCLL. on the PLATING truss material at each bearing. BASED ON GREEN LUMBER VALUES. UBC -97 Code. Bldg Enclosed = Yes 7-8 (LIVE) L/999 IN MEM 7-8 Truss Location = Not End Zone L= -0.17" D= T= -0.28" Hurricane/Ocean Line = No Exp.Category - C Bldg Length - 30.00 ft, Bidg Width 50.00 ft TC FORCE AXL BND CS I Mean roof height 12.16 ft, mph 80 12.0 1-2 -2948 0.08 0.49 O.S UBC Standard Occupancy, Dead Load = psf 2-3 -2558 0.07 0.49 0.55 3-4 -2559 0.07 0.49 0.55 4-5 -2948 0.08 0.49 0.56 BC FORCE AXL BND CSI 6-7 2738 0.45 0.17 0.62 7-8 1795 0.29 0.13 0.42 8-9 2738 0.45 0.17 0.62 WEB FORCE CSI WEB FORCE CSI 2-7 -566 0.10 3-8 764 0.34 3-7 763 0.34 4-8 -566 0.10 I 4-3-13 1= 0-3-13 6-2-05-1�-0_� 5-1-U 6 -2 -0s -z -o 12-0-0 17-10-0 za-o-o 12-0-0 I 12-0-0 r 1 2 3 4 5' ar oa 4-4 ?� ESSrp Q� `1 �. 9 0 )P1 :c4-11-11 rF F0-3-13 H F .70 24-0-0 9 6 8-0-0 8-0�7 8 -0.O -i8 8 0-0 8.0.0 1g_0_0 24-0-0 " BUTTE COUNTY � BUILDING DIVISION APPROVED , Truswal Systems Plates are 20 ga. unless shown by'18'(18 ga.),'H"(16 ga.), or "MX'(TWMX 20 ga.), positioned per Joint Details Report. 12/18/03 Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). WARNIN Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an eMi ndual building component not truss system. It has been based on specifications providod by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensionsare to be venfied by the component manufacturer and/or UuiNing designer prior to fabrication. The holding designer must ascertain that the bads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes Cust: MITCHELL'S BUILDING SUPPLY W0: Dri ve_T_0301203_L00005_J 00001 Dsgn r' BW #LC = 14 WT • 126# TC Live 30.00 psf Du r Facs L=1.15 P-1,15 HOMEWOOD that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly TC Dead 14.00 psf Rep Mbr Bnd 1.15 attached. unless otherwise rated. Staring shown Is for lateral support of components members only to reduce buckling length. This component corrosion. BC Live 0.00 psf 0. C. Spaci ng 2- 0- 0 ® TRUSS shall rot be placed in any environment that will cause the moisture content of the word to exceed 19% and/or cause connector plate Fabricate. handle. install and bracethiswssinaccordancewith70INTDETAILS'byTruswal.'ANSI/TPI1.WTCA4-Wood Truss Council BC Dead 7.00 psf Design Spec UBC -97 4445 Northpark Dr. of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' Co I o Springs, CD 80907 {HIS-91)and 'HI&91 SUMMARY SHEET by TPI. The Truss PlateInstitute(TPI)islocatedatD'OrofrbDrive,Madison.Wisconsin53719. TOTAL S1.00 psf DEF.Ratio' L/240 TC' L/240 Tr u s Pl u s 6.0 Ver: T6.4.2 The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20038. r Job Name: VARIES GARAGES Truswal Systems Plates are 20 ga. unless shown by *18'(18 ga.),'H'(16 ga.), or'MX'(TWMX 20 ga.), positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). Truss ID: BG Qty: 1 TC 2x4 DFL #1 Plating spec • ANSI/TPI - 1995 This truss is designed using the This design is for an individual building component not truss system. it has been based on specifications provided by the component manufacturer BC 2 x 4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. Dsgn r: BW GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes Dimensionsare to be verified by the component manufacturer ardor building designer prior to fabrication. The building designer must ascertain that PLATE VALUES PER ICBO RESEARCH REPORT #1607. BEARING REQUIREMENTS shown are based ONLY Truss Location - Not End Zone the loads utilised on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes Loaded for 10 PSF non -concurrent BCLL. on the truss material at each bearing. Hurricane/Ocean Line = No Exp Category 30.00 ft. Bidg Width 50.00 = C ft BUILDING DESIGNER MUST VERIFY GABLE LOADS! PLATING BASED ON GREEN LUMBER VALUES. Bldg Length - height 12.16 ft, mph 80 0. C. Spac i ng 2- 0- 0 [t] gable bracing required @ 58" intervals, Fabricate. handle, install and brace this truss in accordance with 'JOINT DETAILS' by Truswal,'ANSUTPI 1', WTCA 1' -Wood Truss Council TRUSSES' BC Dead Mean roof - UBC Standard Occupancy, Dead Load = 12.0 psf if exposed to wind load applied to face. at America Standard Design Responsibilities. 'HANDLINGINSTALLING AND BRACING METAL PLATE CONNECTED WOOD See "General Gable Details', C002065035. 018.911, and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at O'Onofrio Drive, Madison, Wisconsin 53719. TOTAL 51.00 psf DEF.Ratio: L/240 TC: L/240 1 4-3-13 1= 0-3-13 13UTTE COUNTY ' BUILDING DIVISION APPROVED J 4-0-0 , 2-8-0 i 2-8. 2-8 0 2-8, 2-8, 2-8_ O 4 0 o 4-0-0 6-8-0 9 4-0 12-0-0 14-8-0 17-4-0 20-0-0 24-0-0 12-0-0 t 12-0-0 t 1 2 3 4 5 6 7 8 9 101 12 13 14 15 16 17r F DO 4� 3-4 4-0-02-8-0 4-0.0 6-8-0 TYPICAL PLATE: 1.5-4 4-0-0 , 2-8-0 , 2-8-D , 5-4_ 0 13-4-0 16-0-0 18-8-0 24-0-0 OVER CONTINUOUS SUPPORT 2 0-3-13 Truswal Systems Plates are 20 ga. unless shown by *18'(18 ga.),'H'(16 ga.), or'MX'(TWMX 20 ga.), positioned per Joint Details Report. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 12/18/03 WARN/N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: MITCHELL'S BUILDING SUPPLY This design is for an individual building component not truss system. it has been based on specifications provided by the component manufacturer W0: Drive T_0301203_L00005_J00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dsgn r: BW #LC - 14 WT' 159# Dimensionsare to be verified by the component manufacturer ardor building designer prior to fabrication. The building designer must ascertain that TC Live 30.00 psf Du rFacs L=1.15 P=1.15 the loads utilised on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes HOMEIn/OOD that the top chord is laterally braced by the root or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly This TC Dead 14.00 psf Rep Mb r Bnd 1.15 Tp ® TRUSS USS attached, unless otherwise noted. Bracing shown is for lateral support or components members only to reduce buckling length. component shelf not be placed In any environment that will cause the moisture content of the wood to exceed 19x6 and/or cause connector plate corrosion. BC Live 0.00 psf 0. C. Spac i ng 2- 0- 0 4445 Northpark Dr. Fabricate. handle, install and brace this truss in accordance with 'JOINT DETAILS' by Truswal,'ANSUTPI 1', WTCA 1' -Wood Truss Council TRUSSES' BC Dead 7.00 psf Design Spec UBC -97 C070 Springs, CO 80907 at America Standard Design Responsibilities. 'HANDLINGINSTALLING AND BRACING METAL PLATE CONNECTED WOOD 018.911, and 'HIB -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at O'Onofrio Drive, Madison, Wisconsin 53719. TOTAL 51.00 psf DEF.Ratio: L/240 TC: L/240 Trus Plus 6.0 Ver: T6.4.2 The American Forest and Paper Association (AFPA) is located at I 111 1 gin Street. NW. Ste 800. Washington. OC 20036. Is g�} sQ J--NC1kf Attic Louvers, Rafter Vents & Under -Save Vents G. -?`I SG F� {y ♦µvVi.ypy I '� 175E=":?�,•�'-:4.h "ti.. ei0!�i •r•p[. I;+i Ni NOII a MODEL ROUGH OPENING SCREEN OVERALL DIM. APPROX. FREE AREA LBS/ 100 PIECES PACK 60 14" x 8" 4 Mesh 15"x 9" 55 Sq. In. 208 12 61 14" x--1 2' 4 Mesh 15"x 13" 94 Sq. In. 225 12 62 14" x 18" 4 Mesh 15" x 19" 150 Sq. In. 350 12 63 14" x 24" 4 Mesh 15" x 25" 1 207 Sq. In. 400 12 Attic Louver - best for stucco construction - Galvanized y 2-0� MODEL ROUGH OPENING SCREEN OVERALL DIM. APPROX. FREE AREA LBS/ 100 PIECES PACK 70 8"x 12" 4 Mesh 10"x 14" 50 Sq. In. 192 12 71 14"x 12" 4 Mesh 16"x 14" 79 Sq. In. 233 12 72 14'x 18" 1 4 Mesh 16" x 20" 1 118 Sq. In. 358 12 73 14" x 24" 4 Mesh 16" x 26" 158 Sq. In. 467 12 * 84 18" x 24" 4 Mesh 21"x 2711/2" 200 Sq. In. 617 6 * * 84R 18"x 24" 4 Mesh 21 " x 271h" 200 Sq. In. 683 6 Deluxe Attic Louver- best for all types of construction ... except stucco - Galvanized * 84 & 84R have 4 mesh per Inch, full 1 V4" nailing flange all around * * 84R has removable grille for attic access MODEL WIDTH HEIGHT SCREEN APPROX. FREE AREA LBS/ 100 PIECES PACK E314 14%" 3'h" 4 Mesh 37 Sq. In. 26 50 E514 143/x" 5W' 4 Mesh 48 Sq. In. 32 50 E322 223/8" 3'h" 4 Mesh 47 Sq. In. 34 50 E522 223/x" 5'h" 4 Mesh 1 83 Sq. In. 50 50 Rafter Vents- for rustic & stucco construction - Galvanized $n C6-e_j S-I'A SQ f-f\J.IL MODEL OVERALL DIM. SCREEN APPROX. FREE AREA LBS/ 100 PIECES PACK C416 16'x 4" 8 Mesh 28 Sq. In. 13 12 C616 16" x 55/8" 8 Mesh 40 Sq. In. 25 12 C816 16" x 8" 8 Mesh 1 65 Sq. In. 1 33 1 12 Under-Eave Vents- Aluminum Soffit Vents & Miniature Vents t Soffit Vents MODEL INCHES OF FREE AREA LBS PER CTN. GALV PACK S164. 24 5 12 S166 40 7 12 5168 58 10 12 SD164 (with door) 24 10 12 SD166 (with door) 40 14 12 SD168 (with door) 58 17 12 Miniature Vents SIZE INCHES OF FREE AREA LBS PER CTN. ALUM PACK 1" .185 .25 12 11/2" .399 .50 12 2" .803 .50 12 2Y2" 1.210 .75 12 3" 1.740 .90 12 4" 3.500 1.25 12 COUNTY OF BUTTE - DE RTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, ifornia 95965 - Telephone 916/534-4541 APPLICAT ON AICD PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER (10'31 - -Z<6 _ ( - 074 ZONING BUILDING PERMIT OWNER 711�_ % M A KJ^5 W TELEPHONE 5�3'�F .SQ. FT. CCC, BUILDING VALUATION OWNER'S MAILING ADDRESS $341 F -� N ►t AVS , U � � � u� CONTRACTOR'S NAME 5 r 2V A IM A't / L n q 'Sq -1 fM e, TELEPHONE $'1'3 -1> 1 4 -71 CONTRACTOR'S MAILING ADDRESS - ♦. 10 VJtLL�AtM UQC.,^ �, tT�' ", Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS ;A -:2,-A T--4 &-1 FAQ, t: -C A \\ ry PLUMBING PERMIT Filing Fee 10.00 7 l'•• Each Trap 2.00 Solar Water Heater 20.002C7_ n a Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Q' Duplex ❑, ,Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home FSG W 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Q Describe work: t4, P UA AA AT F L <.I f.J F ! n W -2Q,-),-, r t -Ar _1�_ tKld-tL&Z I-4 ( Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. t 220sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F-1 1 am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Profess�io'nrs. Code and my license is in full force and effect. S-7f� A 45 License No. � Classification C �� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR.MULTI-OUTLET 2,50 ea NO ESID BRANCH CIRCUITS) NEW CONSTPOWER APPARATUS &) NON_RESI R D. (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 9A 0300 Ex. Occup. OUTLETS FIXED P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 0-1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. el - �� _ �y X `• t+►- �-- Date Signature of Applicant — Owner ❑ Contractor ❑ Agent �', An OSHA permit is required for excavations over 5'0" deep and demolition or construct- of structures ogver 3 stori�s in height.B Mobile Home Installation Fee $ TOTAL PERMIT FEE $ �n , OCCUP. GROUP I TYPE OF CONST. IPARCEL17HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. p DIRECTOR ROOF PUBLIC WORKS/p��ion ��v�J14�(//� Date � 1 V ,1 y - -^at PERMIT EXPIRES --Date Receipt No. -{ S ~ -5 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPAR". MENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califo' is 95965 - Telephone 916/534-4541 APPLICAPON'A D PERMIT PERMIT N . ASSESSOR PARCEL NUMBER G ` — Z _ 0 74A ZONING BUILDING PERMIT OWNER (��` �\ Li WIA& khJ TELEPHONE ✓ J ./ �0 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 53 F_ P_ F CONTRACTOR'S NAME 5 A,,r i TELEPHONE $� - CONTRACTOR'S MAILING ADDRESS •�� 110 CL(_1,�lIKLtl el Fireplace CONSTRUCTION LENDER UNKNOW Total Valuation is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ AZITECOR ENGINEER LICENSE No. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 0 pm N)1 Each Trap 2.00 Solar Water Heater 20.00 6-b Water piping 5.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home JSJGJWJ 10.00 e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other RT, Describe work:i.dPl AyJ -z 06-n—_ Permit Fee $ 01' Contractor ELECTRICAL PERMIT Filing Fee 10.00 B00V OR LESS Main service 100 AMP OR LESS 10.00 Main Service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUPM OR ACDNS. ACC. BLDGS. I 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): T— [4 -am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No.'�cldA�15 Classification C s� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is nct intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI-OUTLET2.50 ea NON-RESID. BRANCH CIRC ITS NEW CONSTR (POWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR. Ex. Occu 20@SO¢ p. oUTLD OR FIXTURES 9AL030Q A Ex. OCCUp. OUTLETS P(RESID.)LN REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. FD,I—have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again t i < Co n y in rnVquence of the granting of this permit. Dates I Signature pplicant — Owner ❑ Contractor ❑ Agen- An OSHA permit is required for excavations over 5'0" deep and demolition or construct- on of structures over 3 storiesin height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 00 OCCUP. GROUP I TYPE OF CONST, PARCEL PD HD 1 ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indica d above for which DIRE T OF PUBLIC BY PERMIT EXPIR the applicable provi- resolutions to do fees have been paid. WORKS Date "J� Receipt No. .5 Zn •S WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT - N 4015-77B P E M PERMIT NO. > > > PERMITEXPIRES RMI � o v OWNER Henry T. Runge Jr. CONTR. owner LOCATION (A.P. 31-281-74 ). 834 Feather Ave., Oroville Temp. Power Pole Called PG&E Temp. Elec. Serv. L? Called PG&E Temp. Gas Serv. Called PG&E FON, G , 3 FINALED (Date) (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall 3e —'7 Soil Piping Forms Parapets 1st Floor /d Main Bldg. Restroom Flnis Lam' 2nd Floor Footings 2 Windows 3rd Floor Stemwall SidingToout Slab /O Roof Sheathing, / Water Pi In Z Piers Roofing Sewer Garage Fdn. Vents Fixtures x--150 Footings - Garage Vents Water Htr. - Stemwall Insulation p 7 Heaters Slab Prov. for physically Appliances handicaped Carpor Conformance of ex. Gas Piping &Test . ---- Foot in structure Temp. Gas Slab Final 3 -- Sanitation Patio (REPLACE Final 6 7 Footings Fodfing ELECTRICAL Masonry Walls Throat Rough '(2 ReInf. ou hRelnf. Steel Final Fixtures �-- Bond Beam Jb FIRE SPRINKLERS Motors Framing es Water Htr. . ^sx Stucco F Subpanels MeshMECHANICAL Grd. Fault Prot. Scratch Heating Service 7 Brown Cooling 6-30 " 7 % Temp. Pole Finish Ducts Underground Interior Lath zo.Ventilation 6 raJr —7 Permanent Door Closer 49-- b _ > Final ® 7 Final 30—'>,� MOBILEHOME UTILITIES -----------------= Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DAT REMARKS OR CORRECTIONS O (NOTE: An entry must be made on this form each time you visit the job site.) THIS IS. TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT REGULA-. TIONS, CALIFORNIA ADMINISTRATIVE CODS, ,TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED Arc Street Lot Number Tract No. EXTERIOR WALLS Manufacture4,74,1E.Thickness/Type R Value CEILINGS Batts: Manufacturer / Thickness R Value Blown: Manufacturer -` �'"G� Thickness No. Bags 27 Wt./Bag FLOORS Sq. Ft. Covered eZ ): R Value /2 Manufacturer Thickness/Type R Value SLAB ON GRADE Manufacturer Thickness/Type R Value Width of Insulation inches FOUNDATION WALLS Manufacturer Thickness/Type RV e GENERAL CO O — evecl = `ter ¢ LICENSE No. 7T BY TITLE 5�`/five 2_ DATE '�-' — J,') INSULATIOI\ CONTRACTOR: AWKINS INSULATION CO. LICENSE No. 215-925 BY TITLE �` `� DATE --?/ice 7G COUNTY OF BUTTE" -- DEPARTMENT 'OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 �I;<��7 / �J Telephone: 534-4541 APPLICATION AND .PERMIT BUILDING Owner SQ. FT. OCC. BUILDING VALUATION vZ Mai I i ng Address !1 s U Ovae Telephon No. '� Fireplace Contractor jq7 (2l J d Total Valuation 10 Mailing Address Permit Fee Plan Checking Fee&/or Penalty e Tlephone No. Permit Fee �o , 61`4 4 Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE J$3.00 , Each Trap 1.50 JRoir, H G Repair drainage or vent p+.ping 1.50 49ning Verification Only Water piping 1.50 1,510 Each gas water heater or vent 1.50 A. P. No. •— s Zan I Gas piping system 1 - 5 outlets 1.50 Each additional outlet 30 Fees W.C. Sa i on Dept. Fire Zone L Use Pen -nit EQA Parking PArcelParcel Ma 60' R/W I rovements Plans Declaration Building sewer 5.00 Lawn sprinkler system 2.00 Bldg. Plans Recd Porce Ap oval Vans Approval Permit Fee $ O116 NEW ® ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL @ I FEE -No.1 PERMIT FILING FEE J$3.0010v Main service 100V OR L 00 AMP ORSLESS 1 5.00 Main service EA. ADD'L too AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ OVER 600V Main service 00 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING O OR ADDNS. ( ACC. BLDGS.C 20sgft NEW CONSTR. NON.RESID. (MULTI -OUTLET BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: @� Ex. Occup(OUTLETS OR FIXTURES)BAL@1 Ex. Occup. (OUTLETS FIXED A PLNS O01 (RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEE PERMIT FILING FEE J$3.00 Heating Cooling KI ale'� Ventilation Hood 2.00 Permit Fe $ i&, $ Ov I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned nronerty fnr insnprtinn nllmncoe ((iO� 00 TOTAL PERMIT FE $/, This permit is hereby issued under the applicable provisions of Date �� 7 Signature off Pperrmiitee or Age Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant the Butte County Code and/or resolutions to do work indicEted above for which fees have bee id. DIRECTOR 0 PU LIC WORKS r� By Bui ing permit expires Date lam- If, 7? -" THERMALITO IRRIGATION' DISTRICT 410 GRAND AVENUE 1402 OROVILLE, CALIFORNIA 95965 TELEPHONE 533-0740 CSA 26 SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: / 3 Owner's Name: Address: Date: rr _ J Acct. No: A.P. No.: •3%- �f'/- ?S� Phone: 4- - O -7 No. Units: / Applicant/Agent: i Address: Agents Proof: i1. /I Fees: Phone: Application $✓ 1 Preliminary Review By: . ��• .�?�t �i Date: ll'' ! 7-7 Arrearage CSA 26 Remarks: SC -OR -1-7 1st mo. S.C. Other Total Fees 73 r d Collected By: ��d-• Date: Field Review By: Date: Remarks: MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON: ❑ Date of TID approval of completed building sewer (early connection). ❑ 30 days after date above, or on date of D.P.W. approval of completed building sewer, whichever comes first ("existing construction", prior to Mar. 5, 1974). ❑. 180 days after date above, or on date of D.P.W. approval of completed building sewer, which ever come3 first ("new construction", after Mar. 5, 1974). DISTRIBUTION: WHITE - TID, YELLOW - APPLICANT, PINK - DPW, GOLDENROD - DPW to TID RESIDENTIAL PIAN CHECKING GUIDE (S.F., DUPLEa., & MISC ONLY) Bldg. A. P. A. GENE 1. -",Zoning requirements (sideyards and parking). 2. Valuation. Signature by R.C.E. or Architect (if required). B. PLOT PLAN W Complete parcel size and dimensions. 2ir Setbackq, sideyards, easements, etc. 3e Other buildings or structures. gyp- Grading, fills, drainage. Permit # //V/S-, % i C. FLOOR PLAN 11.,, Complete to scale plan with dimensions. 2P Required windows for light and ventilation (Sec. 1405). 3V Required windows for second exit (Sec. 1404). 4k Allowable glazing for energy requirements (20% max. per State law). 5�r Human impact glass (Sec. 5406). 6� Required room sizes, ceiling heights (Sec. 1407). 7 G.F.C.I.'s in baths and exterior outlets .(Sec. 210-8). 81, Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9tj Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. 10fb Garage firewall, door size, and closer (Sec. 503(d)(4)). llv 1.- 3'0" exterior exit -door (Sec. 3303d). 12V Fireplace location. 14j Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS IL.�- Foundation plan complete enough to construct building. 2.v Ftoo:.y construction details complete enough to construct building. 34., Elevations and wall construction details complete enough to construct building. 4J- Roof construction details complete enough to construct building. 5.t. -.Fireplace construction details and calcs if over one-story in height. 6t/Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR lir CCX plywood on exposed locations and overhangs. 21, Stairway details (Sec. 3305). 3L Guardrail details (Sec. 1716). 4.V Brick or stone veneer (Chapter 30). 5.1- Exterior plaster - weep screeds (Sec. 4706 & 4708). 6.�_ Proper roof pitch for roof covering (Chapter 32). 74- Rafter ties or bearing ridge beam. 8., Garage door or porch header sizes. 9.1- Adequate bracing. 10j.- Living area over garage - complete 1 -hour separation walls and posts, etc. w Wo Two (2) exits on three-story dwellings (Sec. 3302). required including supporting RVA SITEPLAN The 2001 CBC, CMC, CPC, CEC, _. _ and 2001 California Energy ............ . ...._..... ...... ...... .. .. -------------------------------- .. ............ _ .. .. .. _ .. ... -.Efficiency, Standards as amended,by ............................................ ._ B utte' C t r .. oun .. to thi� .. j s r I o•e .. .. ct .�..... � tY, P .. P Y P J M •. •. .. .. _ _ K. ................- - - - -- -_ _ tet' .. .. .. ... .. .. .. .. _. NOTE: .. .. ...i. .. .. _. .. .. .. ... .. .. .................. .. ... .. .. ........... Seethe attached' ' ...L"'":"'•'i ' .. ! i ii ._ ..................... _ R esiden�i t alon r C st uction i - .. .. _ Requirements. , "............`.I "�-� Pa es'� __ •�: 9 - — .. ... . .. .. __ .. ... ............. .. F r. rite ie s: n `: .f - M e •ess i B @ . L C� . 1• .t d :fire -re ese•v •�... e e and C .2t1. �.• ant •` -p P. -� . tC.. i .d w��od 'shalt be dot dipped zinc coatec�.gaGvani;ced, st finless . . . . . . . . . . . . . . . . .. tiOo _ �3 .tee ate :.....:. ....:. . ...............:..... _..... :------ :...... ..... ......... • eei;s'r 11"tSPutt�a••rfr•cv}tper`isf%-E'�C _ 4�:�•:•-=fete builder is :. s n b _ .. _ .. .. .. .. ware = - trer'sor .:.. ..:.. . : - n c i e r o i e s com fiance with: th' .......;..... .. .. e ro rietai- :.....: ....................•.........................._.:._.._;..........., :....... e .. .. ...... .. ............. .. ...._.....__ .... ..._ ............... .. ._ .. .. .. .. .. ._ - y. ............. .. .. f......�... .................... .. .. .. ... .. �9 4 •• • .. .. .. ............ .. = = ----------......-----------......7-------:....... :: • • _ - : - .: �'-� .. _ ging: thisst�r►7P_hnye:besnE-.-• -;� Pfd � Plaits acid docu�ent5 be ae�ejife f as mee Ing -the ai;Rrai rovi - - - Califom�-" A P signs cif �. >.sif.RddE�r�ItL 2�C %..... ...... .....:......:....__... ._ .. c. . %.. _ ' •Y�i-4� �s -"- -- --- -- -- "- -- -- -- - ° nY �PPlieable code: The . ��,� j� is not a� I tQ viot�te � = - - •. .. .. /yI .. .. .. .. .. .. .. ............ .. .. ...... ...... .. _ ._ _ .. .. .. .. .. .. .. .. ............ .. ......:......:...................i .. .. ._ .. . , _..........._.................._....._.._........._............. .Assessor's Parcel Number. Owner Name Address / Phor :- .. ..._ ............. .. Strtactural _ _P dmbic :%Lisa Y Enai ..... .. .. 9Y: . ......' ..... - ccessibilit` ............. .. ...... • .• . ••• ?! 'hen. • A ............ .. _. ._ .. '' i. j LUNM i b i:y' -moo:•-•--.. : �... .............. .------ •------ ._....:._........_.i_...�?a.9�19.•9��.9*��a �6! �:��:;�ii5�'yY;tl'�.i�:.i'��'il'b'8�'�'!=f'li•ra:• j��jJri�,�.:�,:s,;�r;.��.-':' �`:.:. •-- -- .::.3=='n'' _cam_ ..-••••:_....... _ .. ' __ _ : ....................... .......... 1...... i.....J...................:......6......:................ : . : :......... :.......:............ :...... :......:........... ... , 'Jerry- 1VIifcliell r iV�Stch�Eil s!Bu�ir�-Materii�ls•V;V�rehouse••- • = P.O. Box... 3 i CA 4 r 9S9 8 1038 .. .. Y .. _.. _... .. D • :(530W946440_.__ .... .. .4k Site Location- �i�ii� � S -�� s�� Contac: Name �� Phone nd A M'A FOR OFFICE USE Zoning: General Plan Desig: Size, Acres 4.0(r ARROVIDE FOR -ALL DJACENT PARCELS AUG 0 4 2009IZE (AC): ZONING: v oil N N 401- I rim 0' 4' 20'-2" .im A BRACED WALL PANEL TO BE 8" O.C. LP SMART BOARD W/ Gd@G:G: 12 11211 x 10" ANCHOR B0LT5 G' O.C. W/ 2"X2"X3/ 1 G" 5Q. WASHERS, 12-1 FROM ENDS AND JOINTS OR U5E 51MP50N MAS FOUNDATION ANCHOR5. 19'-10" VA741 4' see detall I A N FLOOR PLAN SCALE: 114"= 1'-0" * 4" THICK SLAB * 12" X 12" FOOTING *GXGX IOX IOREME511 O X * 112" REBAR 2 RU N5 O N O AUTOMATIC GARAGE AUTOMATIC GARAGE — DOOR CL05ER DOOR CL05ER - BUTTE BUTTE COUNTYy xy BUILDING DIVISION • 3068 APPROVED see detail 2 4' T 4X 12 � A A! IG 0 4 1005 I GX7 SECTIONAL DOOR B 1 GX7 SECTIONAL DOOR 4' 3 112" X 13 112" GILD X DHF -1 .8E GLB 3 112" X 13 1/2" GLB X DHF -1 .8E GI-15WILLOAN 2 -8 C C 2'-5 Jere! Mitchell mitcheirs Buii:iing materials Warehouse P.O. Box 1038 Gridley, CA 95948-1038 ALBERT WYMAN�30) 846-440 TFIERMOLITO, CA L30� l i l OVERLAP T.P. @ CORNERS 2X4 TRIMMER TYP 2X4 P.T. 51LL PLATE W/ 2" 5Q. X 3/1 Gil 5TL. PLT. WASHERS @ 6" O.C. 1211 FROM,JOINT5 AND ENDS 12 TRU55E5@24" O.C. J, 5tCOM-k ,r/d a,o 1,%b30 YEAR51TION 5 GLE5 O/ 2 15# FELT 0/ 7/1 6" 0513 12 /— 2X BLOCKING G Mmlmimlelmlml� 51DING NAILING: 8d HD GALV. 4" CORNERS, 8" JOINT5, 12 FIELD 5HEAKWALU ROOF NAILING: 8d HD GALV. 6:6: 12 TYPICAL SECTION FRAMING SCALE: 1/4"= P-01' 2X4 @ 16" O . C . 2X4 P.T. 51LL 1/2"0 X 10" FDT BOLT @ 6" O.C. W/2"X2"X3/ 16" 5TL. PLT. WA51-IE Q Z-1 I I-1 I I ILI FILL #4 REBAR N I I Fc =2500 psi 4211 ml wj FOUNDATION DETAIL SCALE. I P-0" DBL. T.P. ap 2X4@ 16" O.C. FIN. GRADE CONCRETE FOUNDATION BUTTE COUNTY 13UILDING DIVISION . . APPROVED woo— AUG 0 4 2005 WILLDAN .Fern/ Mitchell Mitchell's BuRding Materials Warehouse P.O. Box 1038 Gridley, CA 95948-1038 (530) 846-4409 9 \I II I� II • I I I I , I' • I I I I , I• 1 \ I I � I / I• . I I•I I•I I. 1 II II I. I V•I 1., / I • I I\I I ,/ I, I I I I 1 1 1\ I I • I 1 i \ I II Ij I I I•I \ , 1•, I • I I I I , I' • I I t I , I• I II I, 1 I I•I / \ I•, I I i I I I.I I. , I. I' II 1 II II �. I IV I I,\ 1 I , \ I• I 11 I, I I II I, I • I I I I , 1' • I / I I I, \ I• I II I, I I II I, I I I•I I•, I. I 11 I, I DOUBLE TOP PLATE 7/1 Gil SHEAR OSB PANEL ONE SIDE OF WALL FROM BOTTOM 51LL P TE TO ROOF SHEATHING NAILED d@ 6: 12. 2X4 5TU D5 @ 1611 O.C. 2X4 P.T.D.F. BOTTOM PLATE 12" X 12" FOOTING 112"0 FOUNDATION BOLTS 4 EACH 112" REBAR 2 RUNS 4'BRACED WALL DETAIL 1/211 = 1 1-011 BUTTE COUNTY a BUILDING DIVISION APPROVED F0 APP I, eb AUG 0 4 2005 WILLOAN Jerry Mitchell Mitchell's Building Materials !Warehouse P.O. Box 1038 Gridley, CA 95948-1038 530) 846-4409 C� 30 05 Y;c�� 1 2'5" MIN. 2X 50LID BLK'G @ 5HEATHING JNT5. (ORIENT FACE TO 5HTH'G) 1 3/8" 055 SHEAR IN51DE 10' 7/1 G" L.P. SMART BRD OUT5IDE MAX. NAIL W/8d G" EDGES, 12" FIELD 4X4 P.T. P05T 2X P.T. 51LL 51MP50N PHD2 W/ 55T51 G BOLTS OR EQ. yy a a. d °° :II—I I #4 REBAR C 12" WIDE X 12 DP. CONCRETE FOOTING L MIN. 1/2"0 ANCHOR BOLT W/ MIN. 7" EMBEDMENT BRACED WALL PANEL SCALE: NONE LAUG0 4. 1005 BUTT COUP Y� BUILDI'MG W0,0 APPROVED Jerry Mitchell Mitchel''s l wlilii- Gnd3ay, cis ko5q8-1038 (530) 846-4409 � Q 5C155OR5 TRU55E5@24" O.C. 7/1 G" 055 5HEATHING NAILED W/8d@G:G: 12 OVER 15# FELT OVER FACTORY TRUSSES @ 24" O.C. OI 51MP50N H I CLIP OR EQ. TRUSS TO DBL. TOP PLATE. ROOF PLAN SCALE: 1/4"= 1'-0" 2X4 OUTRIGGERS @4'O.C.TYP ' BUTTE COUNTY BUILDING DIVISION. APPROVED AUG o 2005 WILLUAINE Jerry Mitchell Mitchell's Building Materials Warellouse Gridley, C, 9;t::ra 7 s30 (530) 846-4409 . . . ................. - - - -------- �x" 7/1 G" 055 5HEATHING NAILED W/8d@G:G: 12 OVER 15# FELT OVER FACTORY TRUSSES @ 24" O.C. OI 51MP50N H I CLIP OR EQ. TRUSS TO DBL. TOP PLATE. ROOF PLAN SCALE: 1/4"= 1'-0" 2X4 OUTRIGGERS @4'O.C.TYP ' BUTTE COUNTY BUILDING DIVISION. APPROVED AUG o 2005 WILLUAINE Jerry Mitchell Mitchell's Building Materials Warellouse Gridley, C, 9;t::ra 7 s30 (530) 846-4409 If FIN. GRADE J 1 4" X .Zq" GABLE VENT 12 FRONT.,ELEVATION SCALE: 1/4"= P-0" RIGHT ELEVATION SCALE: 114"= I '-0" G Z -BAR 11 31/z.'/x 2 Z' IZ'' &ave rater veti� s (� & ea� sicf e ) BUTTE COUNTY BUILDING DIVISION ,APPROVED AIIG 0 a 2005 WILLUAN Jerry Mitchell Mitchell's Warehouse (530) 846-4409 iia r_„ 1 RIGHT ELEVATION SCALE: 114"= I '-0" G Z -BAR 11 31/z.'/x 2 Z' IZ'' &ave rater veti� s (� & ea� sicf e ) BUTTE COUNTY BUILDING DIVISION ,APPROVED AIIG 0 a 2005 WILLUAN Jerry Mitchell Mitchell's Warehouse (530) 846-4409 7/1 G" OSB SHEETING STAGGERED 15# X 30 FELT, 30 YR. COMP051TION SHINGLES 5 REAR ELEVATION SCALE: 114"= P-0" 1 A 11 \/ ''i I i ll LEFT ELEVATION SCALE: I /411= I'-0" BUTTE COUNTY BUILDING UIVI ION APPR JV Q rp-LUS ApRom AUG 0 4 2005 WILLOAN Jerr3r Mitchell Mitchell's Building Materials Warehouse P.O. Box 1038 Gridley, CA 95948-1038 4. 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