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HomeMy WebLinkAbout030-360-016GARAGE CONV AND REMODEL W/O PERMITS , 1/24/96 t v soli �e 030-36-0-016 96-1927 STUCKTY, ERICK 5 DENISE -- r CONTR: OWNER. •1660 BIGGS AVE„ OROVILLE 030-36-0-016 •CONV GARAGE.TO LIVING/SF 93=a0�, STUCKY, ERICH & DENISE " "'y 1660 BIGGS AVE, OROVILLE �C;RT('TTT,TURAL EXF.MPTTnNL PERMIT 030-36-0-016 98-1561 B ERICK AND DENISE STUCKY TRACTOR, ANIMALS, HAY ' 1660 biggs Ave, Oroville l? �. 1st renewal/96-1927 i ,/��fl!/ I � - . � • � 030-360-016 02-0226 STUCKY, DENNI o 13- 1660 BIGGS AVE, OROVILLE CONT: COMM ACTION AGENCY rAD�D LACE EX WATE.R_HF o=T=L•'D 0-016 - 05-1596 -� KY, ERICK IGGS AVE, OROVILLE GREENE ROOFING MA A_ T R BED & BATH a _ ,,� 1.� I C�3 �� �,r � .s � r County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Denise Stucky ADDRESS: 1660 Biggs Avenue CITY & STATE: Oroville, CA 95965 rI ATC /•117 !`I AIRA. - (11100/1)7 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet MON— 030-360-016 Permit No.: 05-1596 PAID RETAINED REFUND Develo ment Services $ 852.35 $ 395.93 $ 456.42 THERM DRNG $ - $ - $ SMIP $ - $ $ SHR $ - $ - $ - SRA $ - $ - TOTAL $ 852.35 $ 395.93 $ 456.42 ................ ....................... .:.....:...:.:.:.:.... k:<:_:::: ..o...... . ::: ...:..: - :.. VY1Vc::::: ::::SIbG:::1G4CT U4 i' ::11t4XJ1'�' 101001 DVLPMNT SVC 440-001 4210500 $ 456.42 1011822 THERM DRNG 1800 280 $ - 1011298 SMIP 1001 280 $ - 1011811 SHR 1800 280 $ - 101001 SRA 0100 4617240 $ - TOTAL $ M§,42 $ 456.42 I, the undersigned, declare under penalty of perjury that the services or anises ciaimeo nave Dean penormeo u uve 9�d claim is true and correct as stated. Dated this . day of' " �—, 2001 at SC�tl � �, Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knaMedge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check ono'M r4 a same. Dated this day of Mae-) , 20d7 at Oroville Ca 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. Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 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 Departments 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 the address below for signature (by the person whose name is on the receipt) and return CLAIMANT'S NAME: MAILING ADDRESS: PHONE: ASSESSOR'S PARCEL NO.: -� 6' �� © ' _� "-Z) [Please use one claim form per permit.] BLDG PERMIT NO.:� `w Receipt No. 1 Receipt No. 2 Receipt No. 3 � `� RECEIPT NO z. D $. U `� C,XwAse b /Z / D S \--I- D_s_l O _,�D RECEIPT DATE: RECEIPT AMO NT REASON FOR REFUND REQUEST: Check those fees which you wish to have considered for refund: �uilding 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 Application 082203 6-7> ks /n-� Date ND CALC CLAIMANT: Denise Stucky ADDRESS: 1660 Biggs Avenue CITY & STATE: Oroville, CA 95965 DATE OF CLAIM: 03/29/07 APN: 030-360-016 RECEIPT INFORMATION NUMBER: 431080 443102 DATE: 6/20/2005 12/8/2005 ISSUED TO: Denise Stucky Denise Stuck CHECK tf: 1857 3376 AMOUNT: $340.94 $511.41 $852.35 PERMIT a: 05-1596 05-1596 Yes No Yes No Yes No PRIOR REFUNDS: X X FEES VERIFIED X X REFUND BREAKDOWN Title BLDG ` THRM DRIG 6MIP SHER DEV FE st- - Fund 0010 1800 A.OI)1 1800 �' DETAIL PAID RETAIN REFUND _ �3BL'DCa Tinie,xtos se85235 't f� s . ' �' t' �. ' ":.:.:.:.:.:. .. : " .............................. :: from Plan Check 0.001:4 ! Check/Filin . r,!0.25 '.:27.50 340.94 340.941 0.001A-.0;: :00 ection:^ <' 0:00 511.41 511.41 7,";kt; s�:c5,..= :,; �d.. ,: v..� .:_ 1. SRA Inspection Fee -11"- } 0.00 0:00 r ' _. 0.00 0.00 ......... . UND:PROCESS.FEE;a3.�zr5499 54.99 -54.99 5499 : »;::.::::::::: .3 852 35 i§5 395.93 456.42 ' `456;42 .:.: :.::::::.:.:.: ::.::.::.:::::.'::: ERM; DRNG, n" ti r . _> 1, ` "< 0.00 0.00 w.................. °. f 0;00. . 0i0IP 0 R f: w s is s_ ,. k " cc. ?sI AOM « ;ig 1? ' 0:00 .......... $ 852.35 $ 395.93 $ 456.42 $ APPROVAL CHECK: $456.42 Date Reviewed 3/29/2007 DIFFERENCE: $0.00 Scott Rutherford (Should be blank) Chief Building Inspector l County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Denise Stucky ADDRESS: 1660 Biggs Avenue CITY & STATE: Oroville, CA 95965 nnrc nr r i AIKA• n-zi")ain7 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELAY AMOUNT Refund Claim - See attached calculation sheet APN: 030-360-016 Permit No.: 05-1596 PAID RETAINED REFUND Development Services $ 852.35 $ 395.93 $ 456.42 THERM DRNG $ - $ - $ - SMIP• $ - $ - $ - SHR $ - $ - $ - SRA $ - $ - TOTAL $ 852.35 $ 395.93 $ 456.42 ............ ............................................. ............ ............................................. ............................................. >:::#tii4VN::::>::;:::::riGm>: .............. . ............. . ............ .............. -SCp'i'::1Ot7N' ............. .............. ............. 101001 DVLPMNT SVC 440-001 4210500 $ 456.42 1011822 THERM DRNG 1800 280 $ - 1011298 SMIP 1001 280 $ - 1011811 SHR 1800 280 $ - 101001 SRA 0100 4617240 $ - TOTAL I Is 456.42 $ 456.42 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this " day of , 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. i •VOViJ , � � �� Y--- I� I ( - � I GG -. 77 ----- �� v /�1 V V -i Al ✓ i Ir t _ i ,S } 1 1� Q�/ '%i fT Ir- I 1 1 f � Ye'na.o, .:y'. - .0 '':�'i•,.��:;. ^'.� *�"Q`. _ '� i 1' d 2��•.uu:K;. Z.^�:l \,';.raY.i�. '..t ..sc.`:. „r,?nl i� r�� ti ,�.jqi o'' N,e�:.•,L'. ...�,:T� :. �.':hU ✓ �t; 'S'i'y''` c r ..�'�.... _-�<=.y. �ifil {' .'r.'' } ',l,'.i.. .Address:__..-. Phone 111' O 1 • 11 11 1 Additional comments from Inspector: r . 2 a_A • � YY. 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. BP051596 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: 12/08/2005 APN: 030-360-016-000 the Business and Professions Code, and my license is in full force and effect : License Class License Number: Site Address: 1660 BIGGS AVE ORO Date: Contractor: Map Index: Description: ADDITION(498 SQ.FT.) 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: STUCKY ERICK B &DENISE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1660 BIGGS AVE signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 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 Applicant: STUCKY ERICK B & DENISE Code: The Contractors' State License Law does not apply to an 1660 BIGGS AVE owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95965 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business Pd -R ssions Code Dale: Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: O 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 I certify that in the performance of the work for which this permit is Census Code: Issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: o S Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal and one penalties 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. / ( fJ U U /�/ / rvc/ CONSTRUCTION LENDING AGENCY This permit is hereby issued un the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the R solutions do work indica d a ove for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: BY• �-, Date: PERMIT EXPIRES ON: ��- �L/lLJ 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 qkany 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: Signature: Date: \i- $ C5 S Owner 0 Contractor 0 Agent for Owner 0 Agent for Contractor IR Fj3A BU E 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 WILL BE REO UIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds **PLEASE PRINT CLEARLY** 3S, iv APPLICANT NAME v OWNER Last Name Address First Name Address State City ,o \ State efl Zip cxSatbS �1�x—� Phone S -So S3� (:15Cc alg0 ctS�6 E-mail Class APPLICANT NAME CONTRACTOR Name Address Address City City C5cov \e State Zip Phone Zip Fax E-mail Fax Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name Address Address City C5cov \e City Zip State Zip Phone Phone S'Z,O Sir gSy1 Fax E-mail State License Number APPLICANT NAME Name \ Address I City C5cov \e State. ela Zip Occ. r2 Type Const. Subdivision Name Phone S'Z,O Sir gSy1 \\ Ria RSyb E-mail S For office use only: Zoning Property Address Flood Zone I 9RA I Yes Policy Number Occ. r2 Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. L15 -1,5q, BIS-�� LOCATION AP# —(1)30— Property Address city ` - �`P Cross Street Bldg WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage p ❑ Structure Built without Permi% ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Page 1 of 2 it REV 2-24-05 Received by:Tp- Amount: Bldg SRA Receipt #: 1-1510 Sheriff /W� / SMIP Date: Other • �j Total Page 1 of 2 it REV 2-24-05 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 inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and 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. Detached Accessory Building Form filled out by the owner (if required). ❑ 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. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts. ❑ 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 KAFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 Butte County Departrnent ofDevelopment Services %) T TF ,I YVONNE CHRISTOPHER, DIRECTOR o o o o 0 0 7 County Center Drive °•;; . o o Oroville, CA 95965 o c�UNy (530) 538.7601 Telephone (530) 538.7785 Facsimile LO Applicant: ISTUCKY, ERICK & DENISE Permit No: 05-1596 Project Type: ASF/MSTR BDRM/BTHRM 030-360-016 100% 70% Plan Check Fees $ 340.94 $ 238.66 $ 340.94 $ 238.66 WILLDAN Fee $ 238.66 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 TO: WILLDAN FROM: Scott Rutherford (530) 538-7160 ' the rford(Wbuttecountv.net LOMsru r SUBJECT: Plans Transmittal For Review Per Contract O < DATE: 6/22/2005 Applicant: ISTUCKY, ERICK & DENISE Permit No: 05-1596 Project Type: ASF/MSTR BDRM/BTHRM 030-360-016 100% 70% Plan Check Fees $ 340.94 $ 238.66 $ 340.94 $ 238.66 WILLDAN Fee $ 238.66 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 ` OS -6fq( . COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -B' IWING DIVISION; 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: UCS L/ �12 /( ASSESSOR PARCEL NUMBER, -,t Proposed Building Use: / " Permit Technician: 7 t/ Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ll].. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 5= 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, O 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or find 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' buildings, ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) -F 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........................................................................ 4�le j' Fees as shown on the attached Schedule of Fees Due Sheet .............................. f� o .. `-2'f. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ h 3. California Department of Forestry plan approval ❑ paid. Sent by: 24.;Planning approval for (A) Use: O�--(B)Parking: (C) Parcel Check:...... ll o ❑ . 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) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... [Rl`- 30. Owner -Builder Verification Oven to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization..................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits....................:............................I....... ❑ 34. Deed Restriction..........................................................::.............................. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone c�>�l (� and hold for pickup. I have been info med of the above items and requirements for obtaining a building permit. - Applicant: �� � Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items re ' Contractor, designe 'own , was advised of the above data by phone, ❑ mail, ❑ counter, by Date: - 05 Contractor, designer, her, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: -...I I I i= Date: Structural reviewed Date: Structural approved by: Date: Note transfer by: Date: 3511011 Yellow: Building Division COUNTY OF BUTTE���� DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 I SCHEDULE OFFEES DUE OWNER TU00,0' tfflel A.P. # tl—& PROPOSED BUILDING USEL-�l �1��%• �� DATE l RECEIPT # DATE REC. 1. BUILDING PERMIT FEES /� Balance Due ....................... $ –��� ' "Y Z� Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ...... ......$ 2. SCHOOL DISTRICT FEES to/ -GiV0 aid at District Office Available after Plan Ch ck t0 Q'UIV 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) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed durip$ the plan checking process. APPLICANT DATE G, -a0- o(;' Pursuant to Government Code Section 66020, you are het*by 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. 6100) s Department of J. Michael Crump, Director Public f B U t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THA>1�! ACRE1 Project Description: Project Location an( By signing below, I, the project owner/owner's agent, certify that this project WILL 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: Title: Date: b' ) ° - O S 1 AcrLNPDES & CWPPD f`.......l:enr• f.rrtiflcztion Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ Y,] NO [ ]. 2. I HAVE [ HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: ` NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER:_ DATE: h _ 2 C 0 � NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/42004 .f Butte County Department of Development Services ADMINISTRATION ` BUILDING t GIS'' PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile Dear Property Owner: . An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice- of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. C. VieirJ C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. W I LLDAN Ma s Street Marysville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.willdan.com August 5, 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: 05-1596 Assessor's Parcel No: 030-360-016 Description: Stucky- Addition/Mstr Bedroom/Bath Willdan Project No: 14353-1734-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: i * Plans: Two (2) copies, sheets 1 through 3 dazed 06/24/05 * Truss Calculations: Two (2) copies dated 06/08/05, by Mitek * Energy Calculations (existing plus addition): Two (2) copies dated 06/11/05, By Barry Rubanoff * Energy Calculations (existing) : One (1) copy dated 06/11/05, by Barry Rubanoff 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. A WI 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 Use Type of Type of Sprinklers Stories 1st Floor Total Sq Ft Oc upancy Construction S Ft Dwelling R-3 V -N NA 1 498 498 Addition 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. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Gabriela Scott Plan Examiner Cc: Alice Mefford, amefford@buttecounty.net Erick & Denise Stucky 1660 Biggs Avenue Oroville, CA 95965 Email: stuckypac@netzero.net Page 2 of 2 County of Butte 05-1596 Willdan 14353-1734-M: _ 10L4 BUTTE COUNTY SCHOOLS IMPACT.FEE CERTIFICATION FORM (One form per Building) School District U/ ��(..� / VZC 94f} &/70 �//VI&A/ Building Department No. %D �� S �F� A.P. Number 0 jD ��0�� 0 Jurisdiction: City [/ County Property Owner�ly , Property Location/Address �� O�L�O S 9r �-�• �� `�� Subdivision Lot No. .................................................................................., Residential Development . 0 ® Q Sq. Footage No of Living Mobile Home Addition/ Supplemental to (Group. R) 1 Units Installation Conversion Permit # '••(No foundation inspection) •:........................................................................................ y1 Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial 0 0 Sq. Footage New Addition (Including Exterior Roofed Areas) �'— 9—P -05 L Building Department -Representative,-' Date District Identification No. A 6 ;0.13 , ,• 1r 0 UYl 1� i 0h ►-hG h School District certifies that (Applicant) -A V Z•, -7 J (Street Address) (Phone Number) M C A. (City) / (State) (Zip Code) has complied with the requirements of Resolution No. / V S by payment of $. representing" I square feet. B 2926 $ IVULL MITIGATION $ /1 District Paid by Check # Remarks: 1.'a N/1 vs� Date Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date two are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees In any court action. H, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate Its Impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant). feerorm.xls (3M5)drnm JOB: Stucky M19 LOCATION: Butte Co. M IYek® TRUSS ENGINEERING MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, Ca -95610 Phone:(916)676-1900 Fax:(916)676-1909 ► LUMBER ► HARDWARE ► STOCK PLANS ► CUSTOM DRAFTING ► TRUSS ENGINEERING ► TRUSSES ► PRE FRAMED WALLS 655 Cal Oak Rd. P.O. Box 1947 Oroville, Ca.95965 Phone: (530)534-0300 Fax: (530) 534-5269 WARNING: DO NOT CUT OR ALTER TRUSSES IN ANY WAY. WARNING: DO NOT STORE TRUSSES ON UNEVEN GROUND. TRUSSES REQUIRE EXTREME CARE IN HANDLING hey '�.�- � '�; . < � � � �� z.` .� :..�... �,►a w - TIMBER ' PRODUCTS INSPECTION 105 S.E. 124th AVE. Vancouver, Wa. 98684 Phone:(360)449-3840 Fax:(360)449-3953 �j4� 0040-+45(o(q C9646'eD `OII!"o'O 1+61 XOQ'O.j sowou JonePFU-j �iI-Dm J„ asiva(J1:)y-:1 M ii'eW MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: Stucky Fax 916/676-1909 00 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R16824431 thru R16824436 My license renewal date for the state of California is June 30, 2007. �pFESS/p\ ..c C. A/Vn � '�"�" C 17180 4I *\ EXP. 06/30/07 /* 5�� CMI. ��P June 8,2005 Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss Truss Type Qty Ply 0 0 I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 816624431 STUCKY A ROOF TRUSS 6 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.21 Job Reference o tional N� a1 6.100 s Sep 17 2004 MiTek Industries, Inc. Wed Jun 08 14:42:16 2005 Page 1 -2.0.0 6-10-14 13-0-0 19-1.2 26-0-0 28.0-0 2-0.0 6.10.14 6-1-2 6-1-2 6.10-14 2-0-0 Scale = 1:48.6 4x4 = 4 lu 9 8 3x4 = 1:5x4 I I 5x8 = 1.5x4 11 6.10.14 13-0-0 19-1-2 26-0-0 6-10-14 6.1.2 6.1-2 6-10.14 N Id LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.09 9 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.21 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.07 6 n/a . n/a BCDL 10.0, Code UBC97/ANSI95 (Matrix) Weight: 106111 LUMBER TOP CHORD. 2 X 4 DF No.18Btr BOT CHORD 2 X 4 DF No. 1&Btr WEBS 2 X 4 DF Std REACTIONS (Ib/size) 2=1037/0-3-8,6=1037/0-3-B Max.Horz2=12(load case 3) Max Uplift2=-28(load case 3), 6=-28(load case 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-2195/0, 3-4=1512/0, 4-5=-1512/0, 5-6=-2195/0, 6-7=0/32 BOT CHORD ' 2-10=0/2023, 9-10=0/2023, 8-9=0/2023, 6-8=0/2023 WEBS 3-10=0/271, 3-9=-708/0,4-9=01657, 5-9=708/0, 5-8=0/271 BRACING TOP CHORD Sheathed or 4-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard Q FESS/O\ C. ANn T �" C 17180 z EXP. 06/30/07 * CIVIL OF CALF June 8,2005 ® WARNING - Ver(/J/ design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU -7473 BEFORE USE. 7777 he i 09 nbark Lane Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Citrus Hei9his, CA, 85810 Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility, of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component ��L m Safety Information available from Truss Plate Institute, 533 D'Onofrio Drive, Madison, WI 53719. 1 R Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each 14' TOP CHORDS other. �/e -♦ ♦ C2 C3 J5 3. Place plates on each face of truss at each _ o c, joint and embed fully. Avoid knots and wane 0 u ; O at joint locations. �+3 = " 4. Unless otherwise noted, locate chord splices CL O at Y. panel length (± 6" from adjacent joint.) C8C6 O BOTTOM CHORDS S. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade. specified. to slots. BOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins provided at spacing shown on design. ICBG 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at �® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek° ® 1.5. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 19931.MiTekO Holdings, Inc. Job Truss Truss Type Qty Ply 00 PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.28 R1682443 STUCKY Al ROOF TRUSS 10 1 BC 0.45 Vert(TL) -0.21 7-8 >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) ,N 6 d 3X4 = o.l vu 5 bep 1 r Luu4 MI I ex Inciustries, Inc. Wed Jun 06 14:42:17 2005 Page 1 6-10.14 13-0-0 19-1-2 26-0-0 6-10-14 6-1-2 6-1-2 6-10.14 Scale = 1:43.0 4x4 = 3 8 - 7 6 3x4 = 1.5x4 II -5x8 = 1.5x4 II 6.10.14 13-0-0 19.1-2 26-0-0 6.10.14 6-1-2 6-1-2 6.10.14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.09 7 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.21 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.07 5 n/a n/a BCDL 10.6 Code UBC97/ANS195 (Matrix) Weight: 100 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 4-2-6 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std REACTIONS (Ib/size) 1=926/0-3-8,5=926/0-3-8 Max Horz1=11(load case 3) ; FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-2261/0.2-3=-1538/0,3-4=1538/0,4-5=-2261/0 BOT CHORD 1-8=0/2089, 7-8=0/2089, 6-7=0/2089, 5-6=0/2089 r WEBS 2-8=0/277,2-7=-751/17,3-7=0/666,4-7=751/17, 4-6=0/277 NOTES 1) Unbalanced roof live loads have been considered For this design. 2) This truss has been designed for the Wind loads generated by 80 mph Winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 R by 24 It With exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The (umber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard Q OFESS/� C. ANn� fr�C17180 z � EXP. * 06/30/07 ST CIVIL �P F CAl1F��� June 8,2005 ® WARNING - Ver(fM design parameters and READ NOTES ON THIS AND INCLUDED BDTER REFERENCE PAGE 111I7.7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MTek connectors. This design's based only upon parameters shown, and is for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 - is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 91 fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component GeV m Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. R - „ Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 4_1 3�; *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each .. TOP CHORDS other. �/ „� f_ �g 6 C2 C3 3. Place plates on each face of truss at each T o and embed fully. Avoid knots and wane Acljoint U��0at joint locations. U U U 4. Unless otherwise noted, locate chord splices CL 0O at 'A panel length (± 6" from adjacent joint.) •For 4 x 2 orientation, locate ca BOTTOM CHORDS ce 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /9' from outside edge J 1 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 'This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT S. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING sacci 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek® 055 in -7515. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type pry Ply0 (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 R1682443 STUCKY AGE ROOFTRUSS 1 1 Job TCDL 10.0 - Lumber Increase 1.25 BC 0.07 Vert(TL) -0.02 Reference (optional) 6.100 s Sep 17 2004 MiTek Industries, Inc. Wed Jun 08 14:42:18 2005 Page 1 -2-0-0 13-0-0 26-0-0 28-" 2-0-0 13.0.0 13-0.0 2-0.0 Scale = 1:48.6 3x4 = 4x4 % 4x4 ZZ� ,n 11 12 3x4 _ it 30 3s 34 33 32 31 30 29 2a 27 20 25 24 23 22 3x4 = 5x5 = 26.0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.02 21 n/r 120 MT20 220/195 TCDL 10.0 - Lumber Increase 1.25 BC 0.07 Vert(TL) -0.02 21 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(TL) 0.00 20 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 1321b LUMBER TOP CHORD 2 X 4 DF No.1&Blr BOT CHORD 2 X 4 DF No.l&Btr WEBS '2 X 4 DF Std OTHERS 2 X 4 DF Std G BRACING TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=236/26-0-0, 30=114/26-0-0, 29=82/26-0-0, 37=110/26-0-0, 36=96/26-0-0, 35=96/26-0-0, 34=96/26-0-0, 33=96/26-0-0, 32=93/26-0-0, 31=107/26-0-0, 28=79/26-0-0, 27=98/26-0-0, 26=96/26-0-0, 25=95/26-0-0, 24=102/26-0-0, 23=66/26-0-0, 20=245/26-0-0, 22=173/26-0-0 Max Horz2=12(load case 3) Max Uplift2=-74(load case 3), 36=-25(load case 3), 34=-3(load case 3), 33=-1 (load case 3), 32=-2(load case 3), 31=-2(load case 3), 28=-1(load case 4), 27=-2(load case 4); 26=-1 (load case 4), 25=-3(load case 4), 23=-26(load case 4), 20=-71 (load case 4) Max Grav2=236(load case 1), 30=114(load case 1), 29=82(load case 1), 37=130(load case 2), 36=96(load case 6), 35=96(load case 1), 34=96(load case 6), 33=96(load case 6), 32=93(load case 1), 31=108(load case 6), 28=80(load case 7), 27=99(load case 7), 26=96(load case 1), 25=95(load case 7), 24=102(load case 1), 23=66(load case 7), 20=245(load case 1), 22=180(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-33/13, 3-4=-17/18, 4-5=-15/29, 5-6=15/38, 6-7=-15/48, 7-8=15/57, 8-9=-15/67, 9-10=-18/77, 10-11=-29/26, 11-12=-27/25, 12-13=12/77, 13-14=16/69, 14-15=-15/59, 15-16=-15/48, 16-17=-16/37, 17-18=-14/28, 18-19=-22/17, 19-20=-36/21, 20-21=0/32 BOT CHORD 2-37=0/42, 36-37=0/42, 35-36=0/42, 34-35=0/42, 33-34=0/42, 32-33=0/42, 31-32=0/42, 30-31=0/42, 29-30=0/42, 28-29=0/42 27-28=0/42, 26-27=0/42, 25-26=0/42, 24-25=0/42, 23-24=0/42, 22-23=0/42, 20-22=0/42 WEBS 30-38=-81/0, 10-38=-81/0, 29-39=-59/0, 12-39=-59/0, 3-37=-90/6, 4-36=-64124, 5-35=-70/16, 6-34=-69/18, 7-33=70/17, ,OF FESS/ 8-32=-68/17, 9-31=-79/20, 13-28=-59/13, 14-27=-71/19, 15-26=-69/17, 16-25=-69/18, 17-24=-74/17, 18-23=-46/21, QP N 19-22=129/15,10-12=0/54, 38-39=0/0 NOTES v T u• 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph Winds at 25 ft above ground level, using 6.0 psf top chord dead I C 171 80 z j and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. * EXP. 06/30/07 porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable �1� CIVIL It - Continued Detail" Continued on page 2 /9jFOFCALVF&V June 8,2005 ® WARNING - Verj/y design parameters and READ NOTES ON TIDS AND INCLUDED AUTEK REFERENCE PAGE MU -7473 BEPORE USE, 7777Greenback Lane ID Design valid for use only with MTek connectors. This design B based only upon parameters shown, and is for an individual building component. Sure 109 AppGcabifily of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95810 - is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the - erector. Additional permanent bracing of the overall stricture is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Qualry Cdtedo, DSB-89 and BCS11 Butlding Component �ekm Safety Information available from Truss Plate Institute, 583 D'Onof io Drive, Madison, WI 53719. " Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. cz cs JS 3. Place plates on each face of truss at each CO cq joint and embed fully. Avoid knots and wane at joint locations. M O �, = " U 4. Unless otherwise noted, locate chord splices CL O CL at 114 panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate �- O cs BOTTOM CHORDS C6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and X perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade. specified. to slots. BOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING ssca 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING 14. Do not cut or alter truss member or plate without approval of a Indicates location of joints at which bearings (supports) occur. prior professional engineer. MiTek° ® 1.5. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 M1Tek® Holdings, Inc. Job Truss Truss Type Qty ply Do is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building desigrer. For general guidance regarding 11116824433 STUCKY AGE ROOFTRUSS 1 1 "rek Job Reference (optional) rnaeavor names, urovme, t m iroaoo NOTES 4) All plates are 1.5x4 MT20 unless otherwise indicated., 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard if D 6.100 s Sep 17 2004 MiTek Industries, Inc. Wed Jun 0814:42:19 2005 Page 2 ® WARNINO - Verlb design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. 7777 Greenback Lane m Suite 109 Citrus Heights, CA, 95610 Applicability of design paromenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building desigrer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TPI11 QuatBy Cdteda, DSB-89 and BCSII Building Component m Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. "rek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each ., /8 TOP CHORDS other. C2 C3 face truss o c4 J5 �� 0 u 3 3. Place plates on each of at each joint and embed fully. Avoid knots and wane at joint locations. �+3 O U�5 = 4. Unless otherwise noted, locate chord -splices 0 u a O at 'A panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate O C8 C7' BOTTOM CHORDS cb 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins ICBG 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. =—j Mai without prior approval of a professional engineer. MiTek° ® 1.5. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Oty Ply 16.0 Plates Increase 1.25 TC 0.19 TCDL 10.0 R16824434STUCKY 1.25 B ROOFTRUSS 8 1Jobo YES WB 0.16 BCDL 10.0 Code UBC97/ANSI95 (Matrix) Reference (optional) Endeavor HOmes, UrOV198, GA yaxsb 6.100 s Sep 17 2004 MiTek Industries, Inc. Wed Jun 0814:42:20 2005 Page 1 -2-0-0 4-10-14 9-0-0 13.1-2 18-0-0 20-0-0 2-0-0 4-10-14 4-1-2 4-1-2 4-10-14 2-0-0 Scale =1:35.7 4x4 = 4 3x4 = - - 3x4 = 3x4.= LOADING (psf) SPACING 2-0-0 CSI TCLL 16.0 Plates Increase 1.25 TC 0.19 TCDL 10.0 Lumber Increase 1.25 BC 0.25 BCLL '0.0 Rep Stress Incr YES WB 0.16 BCDL 10.0 Code UBC97/ANSI95 (Matrix) LUMBER TOP CHORD 2 X 4 DF No. 1&Btr BOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 4 DF Std 3x4 DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.04 8-9 >999 360 MT20 220/195 Vert(TL) -0.10 8-9 >999 180 Horz(TL) 0.03 6 n/a n/a Weight: 72 Ib BRACING TOP CHORD Sheathed or 5-6-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=749/0-3-8,6=749/0-3-8 Max Horz2=9(load case 3) Max Uplift2=-37(load case 3), 6=-37(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-1410/0, 3-4=1247/0, 4-5=-1247/0, 5-6=-1410/0, 6-7=0/32 BOT CHORD 2-9=0/1292.8-9=0/909,6-8=0/1292 WEBS 3-9=-222145, 4-9=0/404, 4-8=0/404, 5-8=222/46 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottcm chord live load nonconcurrent with any other live loads. LOAD CASE(S) Standard N Ib /FESS/ONS ANp� FL C 17180 z * EXP. 06/30/07 ks> CIVIL �P q),- OFCALVF June 8,2005 ® WARNING - Verib design Parameters and READ NOTES ON THIS AND INCLUDED MrTER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MTek connectors. This design 4 based only upon parameters shown, and is for an individual building component. Sure 109 Appricability, of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/rPl1 QualBy CrBedo, DSB-89 and BCSII Building Component Me i�ekm Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. � Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury 3/4' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each ,. TOP CHORDS other. cz cs 3. Place plates on each face of truss at each _ o joint and embed fully. Avoid knots and wane � 30at AC6 joint locations. x �` O = 4. Unless otherwise noted, locate chord splices d CL O at 1A panel length (± 6" from adjacent joint.) For 4 x 2 orientation, locate Oc8 a 0 BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. "This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. SOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING IN ® 14. Do not cut or alter truss member or plate Indicates location of joints at which bearings (supports) occur. without prior approval of a professional engineer. MiTek® V\/Nd V\Ysl 1.5. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX -7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type OtyPly in 0 0 I/dell Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 R1682443 STUCKY B1 ROOFTRUSS 1 1F MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.10 Reference (optional) b.luu s Sep 17 2004 MiTek Industries, Inc. Wed Jun 08 14:42:21 2005 Page 1 4-10.14 9.0.0 13-1-2 18-0-0 4.10.14 4-1-2 4-1-2 4-10.14 Scale = 1:29.6 4x4 = -3 3x4 = 3x4 = I 3x4 = 3x4 = N Ib LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.14 Vert(LL) -0.04 7 >999 360 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.10 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 85 lb LUMBER ' TOP CHORD 2'X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.1&Bir WEBS 2 X 4 DF Std OTHERS 2 X 4 DF Std G REACTIONS (Ib/size) 1=638/0-3-8,5=638/0-3-8 Max Horz 1=-7(load case 4) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1482/0,2-3=-1318/0,3-4=-1318/0,4-5=-1482/0 BOT CHORD 1-7=0/1373,6-7=0/949,5-6=0/1373 WEBS 2-7=-246/59,3-7=0/418,3-6=0/418.4-6=-246/59 BRACING TOP CHORD Sheathed or 54-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design.. 2) This truss has been designed for the Wind loads generated by 80 mph Winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for windrloads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard QROF-H US �nAI- T " C 17180 z ) S EXP. 06/30/07 * CMI - \OFCAl.1F0� June 8,2005 ® WARNING - Verth design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for on individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fobdcaiion, quality control, storage, delivery, erection and bracing, consult ANSI/TPll Quality Cdteda, DSB-89 and BCSII Building Component m Safety Information available from Truss Plate Institute, 563 D'Onofrio Drive, Madison, WI 53719. M Tek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each . TOP CHORDS other. �g 1 C2 C3 J5 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane �� U3 O at joint locations. �� y = 4. Unless otherwise noted, locate chord splices n " a at'/, panel length (± 6" from adjacent joint.) O O For 4 x 2 orientation, locate C8 BOTTOM CHORDS Ce 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species andsize, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade_ specified. to slots. BOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins provided at spacing shown on design. ICBG 3907, 4922 LATERAL BRACING ssccl 9667,9432A 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. MiTek� 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. Job Truss Truss Type Qty PlyLJob (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 R168244 STUCKY BGE ROOF TRUSS 1 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.02 eference (optional) Endeavor Homes, uroviiie, GA aaaaa b.luu s yep 1 r 2Du4 Mr lex Industries, Inc. Wed Jun 08 14:42:22 2005 Page 1 -2.0-0 9.0-0 18-0-0 20-04 2-0.0 9.0-0 9-0-0 2-0-0 Scale =1:35.7 3x4 = 4x4 % 4x4 8 . 3X4 - 18-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.02 15 n/r 120 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.02 15 n/r 90 BCLL 0.0 Rep Stress Incr NO WE 0.01 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code UBC97/ANSI95 (Matrix) Weight: 80 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 DF Std OTHERS 2 X 4 DF Std G REACTIONS, (Ib/size) 2=236/18-0-0, 14=245/18-0-0, 21=114/18-0-0, 20=82/18-0-0, 25=110/18-0-0, 24=96/18-0-0, 23=93/18-0-0, 22=107/18-0-0, 19=77/18-0.0, 18=105/18-0-0, 17=66/18-0-0, 16=173/1&0-0 Max Horz2=9(load case 3) Max Uplift2=-78(load case 3), 14=44(load case 4), 24=24(load case 3), 22=-4(load case 3), 19=-4(load case 4), 17=-26(load case 4) Max Grav2=236(load case 1), 14=245(load case 1), 21=114(load case 1), 20=82(load case 1), 25=130(load case 2), 24=96(load case 6), 23=930oad case 1), 22=108(load case 6), 19=79(load case 7), 18=105(load case 7), 17=66(load case 1), 16=180(load case 2) ' FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3=-33/18, 3-4=-17/24,4-5=-1 5135, 5-6=15/44, 6-7=-17/55, 7-8=-29/21, 8-9=-27/20, 9-10=-12/55, 10-11=-16/47, 11-12=-14/36, 12-13=-21/25, 13-14=36/21, 14-15=0/32 BOT CHORD 2-25=0/33, 24-25=0/33, 23-24=0/33, 22-23=0/33, 21-22=0/33, 20-21=0/33, 19-20=0/33, 18-19=0/33, 17-18=0/33, 16-17=0/33 ,14-16=0/33 WEBS 7-21=-81/1, 9-20=-58/0, 3-25=-90/6, 4-24=-64/24,5-23=-68/16, 6-22=-79/20,10-19=-58/15,11-18=-76/18,12-17=-46121, 13-16=-129/15, 7-9=0/38 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 it with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gabl End Detail" i 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) A plate rating reduction of 20% has been applied for the green lumber members. Continued on page 2 June 8,2005 ® WARNING - Ver(/fr design parameters and READ NOTES ON THIS AND INCLUDED WTEE REFERENCE PAGE AM -7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MiTek connectors. This design's based only upon parameters shown, and B for an individual building component. Suite 109 Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the erecta. Additional permanent bracing of the overall stricture is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII QualBy Criteria, OSB -89 and BCSII Building Component Safety Information available from Truss Plate Institute, 5113 D'Onofrio Drive. Madison, WI 53719. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury *Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each 1/g TOP CHORDS other. �/e -► '♦- cz c3 J5 3. Place plates on each face of truss at each o C. joint and embed fully. Avoid knots and wane O �� S 3 3 Q at joint locations. �' O = 4. Unless otherwise noted, locate chord splices �, CL " a at 1A panel (± 6" from adjacent joint.) length O F -O cce BOTTOM CHORDS ce 5. Unless otherwise noted, moisture content of •For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1 /8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6.. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. "This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 9. Lumber shall be of the species and size, and 4 x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade, specified. to slots. BOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. engineer. M iTekO ® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993.MiTek® Holdings, Inc. Job Truss Truss Type Qty Ply 00 R16824436 STUCKY BGE ROOFTRUSS 1 1 Job Reference 'optional) rnaeavor homes, urovnie, ,A tsaaoa LOAD CASE(S) Standard 6.100 s Sep 17 2004 MTek Industries, Inc. Wed Jun 0814:42:22 2005 Page 2 I ® WARNING - Ver(/y design parameters and READ NOTES ON TNIS AND INCLUDED BDTER REFERENCE PAGE MU 7473 BEFORE USE. 7777 Greenback Lane Design valid for use only with MTek connectors. This design is based only upon parameters shown, and 4 for an individual building component. Suite 109 Applicability lof des' n Citrus Heights, CA, 95610 design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilGty of the erector. Additional permanent bracing of the overall stricture is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crt edo, DSB-89 and BCSII Building Component m Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. M Tek Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury • Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each I. �/g TOP CHORDS other. �/8 -► �- i c2 cs 15 3. Place plates on each face of truss at each o c, joint and embed fully. Avoid knots and wane U �� ; 0 at joint locations. �� U �,5 U 4. Unless otherwise noted, locate chord splices OU at'/, panel length (± 6" from adjacent joint.) 0 O For 4 x 2 orientation, locate ce C7 cs BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7. J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. _ *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade. specified. to slots. BOCA 96-31, 96-67 10. Top.chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667,9432A 11 . Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur. I d 4 49 111,13 engineer. M iTekvovvoa 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MIX -7473 © 1993 M1Tek® Holdings, Inc. STANDARD GABLE END DETAIL PAGES1 OFX2 *DIAGONAL OR L -BRACING 3I2O/OO DCCCD T/1 Tn OI C OCI /11111 n1 11-n— 11— VARIES.[ COM. 12 TRUSS W CONT 2X4 NO.2 OR BTR. DF -L 4x4 =� 1X4 OR 2X3 (TYP) i__ffVERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2x4 VERTICALS W/8d NAILS SPACED AT 8" O.C. LOADINC(psf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97/ANS195 TOP CHORD 2 X 4 DFL/SPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFL/SPF/HF - STUD/STD 3 1/2,'% • 1 1/2" (BY OTHERS 24" MAX O.C. " �► NOTCH AT 24 4"O 24" O.C. (MIN.) 2X4 LATERAL BRACING TOP CHORD AS REQUIRED PER NOTCH DETAIL TABLE BELOW 3x5= END LID WALL CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-011 - --7T--O- rr 8 3 — OVER 8'-6" 4 - 16d MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACES WITH L - BRACE 12 INCH O.C. 6-0-0 12-0-0 8-0-0 9-2-0 16 INCH D.C. 5 -?-0 -4- - - - - --- 24 INCH O.C. 4-4-0 fi-R-O 13-0-0 F -A -n NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. B, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-8". TOP CHORD NOTCHING NOTES 11ITHE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THE TOP CHORD WITH 10D NAILS SPACED AT 8" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. ��j 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. e ° 1 3 2 :jtl�� 04 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 OQROFESS/O �O STANDARD GABLE END DETAIL PAGES2GOFX2 4/26/00 1.4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2- 1 Od (n'P) ~\ . GABLE EN ISL 4— r STANDARD TRUSSES SPACED @ 24" O.C. NOTES + 1)2X4 N0.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2 2X4 LEDGER NAILED TO EACH STUD WITH 4=10d NAILS. 3;2X4 STRONGBACK TO BE CONNECTED TO EACH VERT, STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACKARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" APR 1 3 2004 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. �! 2X4 BLOCK SIMPSON A34 OR EQUIVALENT ) ± 45"11 ` \� 2X4 S SHALLBE D OR BTR SPACED @ 6-0" O.C. PROVIDED AT EACH END OF LEDGER ,, \. BRAC CONNECT AT END WITH STRO r BACK W/ 4- . 1 Od NAILS. MAX. LENGTH = T-0" GABLE EN ISL 4— r STANDARD TRUSSES SPACED @ 24" O.C. NOTES + 1)2X4 N0.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2 2X4 LEDGER NAILED TO EACH STUD WITH 4=10d NAILS. 3;2X4 STRONGBACK TO BE CONNECTED TO EACH VERT, STUD WITH 2-10d TOE NAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACKARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1. MAXIMUM HEIGHT OF TRUSS = 8'-6" 2. MAXIMUM PANEL LENGTH ON TOP AND BOT. CHORDS = 7'-0" APR 1 3 2004 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED @ 4'-0" O.C. MAX. 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. JOB FINALE Signature .I RESIDENTIAL 030-36-0-016 96-1927 STUCKTY, ERICK 6 DENISE CONTR: OWNER 1660 BIGGS AVE., OROVILLE CONV GARAGE TO LIVING/SF rct JOB FINALE Signature .I Countyffutte, LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION •,`�!� �h. DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 June 5, 1998 Erick & Denise Stuckty f RE: Building Permit # 96-1927 1660 Biggs Ave Expiration Date: 7/15/98 Oroville, CA 95965 A.P.# 030-360-016 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the categories marked below: ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original .expiration. date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to- this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector .has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the Oroville office. Thank you for your prompt attention concerning this matter. MCV:ahb Attachments Yours very truly, 4ceC. Vira, C.B.O. Manager, Building Inspection Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 V=OK ' O = Not OK Not Applicable Not ReMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / tUtL / /Nat. or/ / L°ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date i Card B-1 Date `,Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-DemandAtalve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances . 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,,et MISCELLANEOUS Date DEC", COVERS, CARPORTS, GARAGES (Plans) OK except #'s �1. Zoning Requirements -Setbacks -Easements Date Card B-1 Date Card B-1 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg :Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal WS -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 _ O = - = = Date OK d�� CAS Not OK RESIDENTIAL (Single & Duplex) Not Applicable Not Ready UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning-Setbacks-Easments-Flood-Slope gers-Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth . C' g: Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P' Ftg. Depth CJKFireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg. Porches & Decks; Soils -Steel-/ N Ftg. Depth 70. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped --50.t Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped --59. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 52k P rty Line Firewall &Openings 7. Slab, Steel -Wrapped Ex oors-One 3 -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 7,4rN tairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test on Roof Overhang -Attic Vents -Rafter Outriggers 10. LIE Gas Pipe; Size Anchors - Yard Gas Piping; Size Test m -. ailing Veneer 11. Water Pipe; Test -Anchors -Regulator -Service Test cco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric Underground azi Area -Glass Protection -Skylights -Plastic 13. Pienums & Ducts; Clearance-Mater.alSupport-Ins. ear IIs; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 6e Wall Panels 15. Access & Ventilation . I lation-Walls-Ceilings 16. Insulation Infiltration -Walls -W' doves Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date Card B-1 44 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date FINAL (Plans) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 63. Ext Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection 64. Smoke Detector 19. D.W.V.; Test Fittings & Anchor -Nail Protectionce; Vents -Clearance -Comb, Air-Conector- 20. Shower Pan; Test, First Floor -Tub Access In Garage; Above Floor-Ducts-Mech. Protection 21. Test Tub & Shower, Second Floor -Tub Access 66. Bedroom Exiting 22. Gas Pipe; Sixe & Anchors G.F.I. & Bath Fixtures & Tub Access -Spa _ r68-EIeed: Trim & Subpanel, Breaker Sizes & Labels Date Card B-1 Date Card B-1 69. Stairs & Rails Date Card B-1 Date Card B-1 0. Fireplace or Stove, Clearance -Hearth Date AL ELECTRICAL (Permit) OK except #'s 1. Elec. Outlets at Wood Panel, Int. & Ext. 23. Fixt Transformer Clearance -Ins. Protection 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 2 I ceptacles Spacing -Lights & Switches at Doors lec. Outlets & Recepticales at Kit. Counter Size Boxes & No. of Conductors Stapled 74. a Fire Door; Swing -Landing -Closure L2B-F�ex Installed Close to Edge of Studs & C.J. 75.�A.C. Duct in Garage -Damper Equip. Ground made up w/Mech Fastnera1Z Td"Gas & Water 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. cuts iwKitchen & Conductor Size GFI In Garage; Above Floor-Mech. Protection u e ire ize / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 7;-F6. Elec. & Mech. Equip. Listed for Location X. irc./ --trja-Cu or AI -Oven Circ. / / ga Cu or Al 7 ,,_Elec. Receptacles in Garage (G.F.I.)-Romex Protection X79. Insulated Neutral 'dYes 0 No Insulation -Foam -Looked in Attic �--Sa R'_�� ��n� actors & Ground -Main Disconect 80. Guard rails & Deck Construction -Post Caps 32. -Motors-Mech. Epuip. 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 33. es ose tShower Light -Spa Light Clearance Looked under Floor 0 Yes ,3 Smoke Detector 82. Following Instld./Drlve 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish Date WVMCard B-1 Date Card B-1 - - 84. -A -G. Unit Disconnect, Electrical -Plumbing Date Card B-1 Date Card B-1 ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date MECHANICAL (Permit) OK except #'s _�S6rW�feLlNell, Disconnect, Electrical, Plumbing 35. A.C. Ducts Insulation & Support 87 Exteri -_Trim, G.F.I. Receptacle -Underground 36. Vent Fan, Exhaust above insulation X88. Ventilation Throught House 37. Condensate Drain & Overflow, Size & Grade r 89. Glass Protection 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 90. Corrections from Previous Inspections 39. Attic Access & Platform if Furnace in Attic 91. Gas Test -Meters Tagged, Gas -Electric 92. ater & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s D.5F, and B -o Date Card B-1 J,ffsits Proper Materials & Anchors Da Card B-1 Date Card B-1 AtWalls Studs -Nailing Spacing & Braces -Plates -Sound Date Card B-1 Date Card B-1 Bearing Walls over Girders & Floor Nailing Comments at Final: Draft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing ' - —,.COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT !Y ._� ASSESSOR PARCEL NUMBER 030-360-016 ZONING AR BUILDING PERMIT OWNER STUCKTY, ERICK AND DENISE T532 9547 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1660 Biggs Ave., Oroville 95965 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ' Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee 1 ORIGINAL $ 49.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1660 Biggs Ave., Oroville Energy Plan Checking Fee $ $ PERMIT FEE S69.50 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ RENEWAL OF BUILDING PERMIT # 96-1927 Describe Work: _ 1ST RENEWAL Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service ".A OA LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGLE License Class Lic. No. OWNER -BUILDER DECLARATION I ereby affirm under penalty of perjury that I am exempt from the Contractors License aw for the following reason: as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( a A.C.C. BLDS. So 3.5¢FT: NEW CONST. MULTI-OUTL NON-RESID. ANC ET @7.50 d OUTLET CIR.OWER APPARATUS Ex. Occup. OUTLET OR FUTURES 20 � 1'00 SAL @ .SO Ex. Occup. OUT EL TS (RRE.16.Dea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation I one hundred dollars ($100) or less.) certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' c nsation provisions of section 3700 of the Labor Code, I shall forthwit 1 t ose provisions. ^____Dere �• \S___ Signature of ApplicantwnerContractor ❑ Agent An OSHA permit is required for excavation over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee s Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 69.50 HAL D. FEES IMP FLOOD CDF PARCEL PD Ho ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By (y_ Date PERMIT EXPIRE ON /�� /99 —,. Receipt No. WHITE-D.D.S.-B.! CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your sib s Please complete and return this information at your earliest opportunity to avoid unnecessstydelay in processing and issuing your building permit. No building permit willbe issued untii this verification is received. r: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ❑ NO ❑ 2• I HAVE -9L, HAVE NOT ❑ signed an application for a building ~ 8n app ' g permit for the proposed wip& 3. I have contracted with the following person (firm) to provide the proposedconstivetion; .- NAME: v^ - •..� ADDRESS. CTI'Y• .. N PHONE: CONTRA.CTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to cooi+dimne; S. and provide the major work: NAME: ADDRESS: CI'T'Y: � PHONE: CONTRACTOR'S LICENSE NO. = 5. I will provide some of the work but I have contracted (hired) the following persons to the work indicated: prpm�de NAME ADDRESS PHONE TYPE OF WORK SIGNED: c� PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: -\ -\S - 0-\' - - '"NOTE: This Owner -Builder Verification is required by Section 19831—U7M California Health and Safety Code. This verification must be -completed and returned to our office before we are permitted to issue the permit. OVER _ OWNER BUILDER INFORiMATION 1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection. -you should be aware that as "owner -builder" you are the responsible parry ofreeord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing t6ir own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: _ ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as coor subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security tmces. ♦ orkers compensation insurance, disability insurance costs, and unemployment compensation contn'butionsk , tally '� ♦ There maybe financial risks for you if you do not carry out these obligations, and these risks are espec senQus with respect to worker's compensation insurance. - ♦ For more specific information about your obligations undersFederal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). or more specific information about your obligations under State Law, contact the Department of Benefit Paymen! and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under Hiked conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. - - Information about licensed contraclprs may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. t rely, rro— Mic el C. Vi iia, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER JUNE 21, 1999 ERICK AND DENISE STUCKY 1660 BIGGS AVE OROVILLE CA 95965 B E A U T Y 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 RE: Building Permit # 98-1561 Expiration Date: 7/15/99 A.P. # 030-37-0-016 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the categories marked below: [ ] Permit work started, but not completed., Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work mush cease until a new building permit has been issued. For your convenience, we are enclosing a ne'newal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. THIS PAST YEAR HX No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. 1 [ J A final inspection has not been made on permit work. Final inspection approval is required before occu anc''' Our field ins ector Chas verified that the building P Y• P g is occupied. Occupancy must cease until a final inspection can ble made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. i If our records are in error or should you have «ny questions concerning this matter, please contact the ORnVILT.R office. c Thank you for your prompt attention concerning* this matter. Yours very truly, MCV:ahb Mic el C. V ira, C.B.O. Attachments Manager, Building Inspection Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 SINCE THIS WORK WAS DONE WITHOUT PI.•:RMITS, PLEASE CALL FOR FINAL INSPECTION AS SOON AS POSIBLE TO AVOID CODE ENFORCEMENT. Insulation Certificate BUILDING OWNER: BUILDING LOCATION.- IKZ & C7 69 5 Description of Installation ROOF Material Thickness (inches) CEILING BUILDING PERMIT 0: 791is Brand Name Thermal Resistance (R -Value) Bau or Blanket Type Brand Name Thickness (inches) Thermal Resistance.(R-Value) Loose Fill Type Brand Name Contractor's minimum installed weightX lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) QXTERIOR-WALL -75 Material 4--T Brand Name Thickness (inches) Thermal Resistance (R -Value) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) Declaration Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name ' hennal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administradve Code. G ne al trac r (Builder) License Number Signarure and e ^ Date Sub -Contractor (Insulation Installer) License Number Signature and Tide Date THIS CERTIFICATE MUST.BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTIOt APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. ` A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ; please contact this office immediately. l� Cie Hr_v �wa� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELQPMENT SERVICES', 1469 Humboldt Road,+Chico, CA - (9) 6) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ��� OWN R PERM11 NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office wher correction of work is completed 1 ou have,any questions pertaining to this matter, or need_additional explanation, please co act this office immediately. r9a glo I F) I MZ I W I FA C d IN WE,; W 2 W., 9, 1, Me. � J1 Date _ Inspector REV 10/92 , COUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVEL&ME'NT SERVICES = - - ___ -----•--•411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroviller CA • (5.30) 538-7541 CORRECTION NOTICE OWNER / PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you ve any questions pertaining to this matter, or need additional explanation, please contac is office immediately. ri /1/ / / _ -I-- - t _ _ / ��`JtiOUcCQc -- 9 ",r/2, 1)4��c r Date 4. Inspector 1X1 - REV 10/4 /� r � r f f Date 4. Inspector 1X1 - REV 10/4 /� COUNTY OF BUTTE- DEPARTMENT OF DEVFLOPMENT SERVICES -BUILDING DIVISION 7 -County Center Drive - Orovil!e,' California 95965 - Telephone (916) 538-754/ ` 1 RMIT NO. APPLICATION AND PERMIT `o ASSESSOR PARCEL NUMBER 030-350-016 A:< ZONING BUILDING PERMIT OWNER RICK & DENISE STUC'1Y TELEPHONE 532-9547 SQ. FT. OCC. BUILDING VALUATION 396 @ 20 7,920.00 OWNER'S MAILING ADDRESS 1660 B13HOS AVE OROVILLE CONTRACTOR'S NAME OTnd�Fi TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UN104OWN Total Valuation Is 7, c20.00 Filing Fee $ 20.00 LENDER'S MAULING ADDRESS Permit Fee $ 99.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 64, Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 1660 DIsJJS AVE PERMITFEE $ 206.35 OROVILLE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDN5ION5 NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF [M Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Ix CONVERT P I Describe Work:ATTACHED ' TO T MNG SPATE 1IX 22 Mobile Home IS I GI W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Service e000A V OR LESS ( 20OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of peejury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and Effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lawlor the following reason: 19 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the strLcture is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( 8 ACC. ) SO. 3.5¢ FT. UTLE NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWERSINGL APPARATUS ) 8 NGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 Q 1.00 BAL .00 Ex. Occup. FIXED OUTLETS . Oea) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 33.86 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of pe -jury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in Eny manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ' Date a __ �_ X-�ne, Signature of Applicant-canttractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspectionee $ ° C0 PE TOTAL FEE $ 240.21 HAN I D. FEES IMP FLOOD _. CDF PARCEL PD s HD ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRES ON the applicable provisions Resolutions to do work been paid. �vDate J ( ate) Receipt No. 202540 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t e i•.c,. "r. ,ikyrt.r�.r'i(�7" Y*•..-,,., COUNTYOF BUTTE - DEPARTMENTOF DEV9-J,OPMENTSERVICES -BUILDING DIVISION ��,-. 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET Q OWNER P. No. Dsa_ Proposed BuildingUse 001 t/ Q4AA9= 40 Lj., Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: M DATE RECEIVED BY 1. All items a been submitted. ...... .............................. . Plot plan Zets, signed by preparer'of,plans. ........................... 3. Complete ans, 3/4 sets, signed by preparer of plans. ............. . 4. Engineered plans and calcs, 3/4 sets,1with wet signature on plans . ............. 5. Hazardous Material Form.........I...:................................. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... All 1D- Fees of $dine. ...... " &;,. . 1 Impact fees as shown on attached schedule. .....Q? 2. California Department of Forestry plan approval/fees. . . 13. Flood elevation letter (100 year flood) by Californ a Engineer. l ................ . 14. Sanit4tion and plot plan approval 5&Ll ✓ Health Department . ............ `15. City 61,Chico plumbing permit . .......................................... 16: Plot plan .and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. ... . 20. Pre -inspection for to Bui ding Ins actor p required. . to Building Inspector � (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . ......... . 24. Recorded*copy of Agricultural Acknowledgement Statement . ................... 25. Letter ofsignature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. . . 27. Letter of intent on building use. 28. Mobilehome utility clearance. .......... ............. 29. Documentation of legal access.........,If...........:.............. . . --� 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. .'.. A'........ . 31. Existing violations/expired permits. �'. 32. Plan check list . ..................................................... 33. 34. N' When you issue the pefmit, process as follows: Mail to owner. Mail to contractor. LZ Telephone and hold for pickup at (OyiI (..Q office. Deliver with inspector. II Other Parcel Creation _ Acreage J Applicant Date Copy of Haz.-Mat form sent Health Dept. - Fire Dept. _ Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior 1. Index permit for above items No. 2. Additional items requited: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Co nter by _ Date Plans checked by '' Date Plans approved by Date�� Sets of plans on hold in File cabinet _� AP folder Copy - Department of Public Works Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES ['A] NO[ ]. 2.- I HAVE[)] HAVE NOT[ J signed an application for a building permit for.the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper peimit in his or her name.. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is x300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract - the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under ' State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of uniicensed persons professing to be contractors is to secure an "ownemuiidee' building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building, permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95314. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. �- SinElrel Michail C. Vieiia, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovilld, Cal'rfornia 95965 - Telephone (916) 538-7541 PERMIT NO APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER / ZON1NO BUILDING PERMIT , OWNERT�10 i S e J� '�( C-� to // �.• 7Jr7' SO. FT. OCC. BUILDING VALUATION '7 9.2- c> ow s HALING ADDRE - AG O - s` ei 2. -.. 1-7�ry- CONTRACrORS NAME. TELEPHONE 6 t_✓ ti { CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCnONLENDER UNKNOWN Total Valuation $ Fling Fee $ - 20.00 •LENDERS MAILING ADDRESS _ Permit Fee - $ , p -p ARCHITECT OR ENGINEER- - LICENSE NO. Plan Checking Fee $ 5 Energy Plan Checking Fee $ 3 . of ARCMTECT OR ENGINEERS MAILING ADDRESS - _ Penalty $ BUI DLNGADDRESs _ • - - - - - - PERMITFEE $ ao 6j .•- 3 l _ PLUMBING PERMIT Fling Fee 20.00. // Each Trap _ 7.00 - LAT NO. - _ - S-D-SIDN'S NAME _ .` PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00. . - .USEOFSTRUCTURE SF Duplex ❑ Mobilehome 13 Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 1.5.00 TYPE OF WORK / New ❑ Addition tr Remodel ❑ Utilities ❑ Installation ❑ Other Q 77 ��/ / - � Describe Work: (9,9stJ N'C/' >,Ao" 51ZOA v 41�_ Mobile Home S G W @20.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filina Fee 20.00 O ;L Z "" 0R Main Service LEs ( zoOAOR LEsSS ) 23A0 Main Service ( 200A TO 1000A -) NEW CONST. ( DWELLING OCC !7s\/ OR ADONS. d ACc. BIDS. 9)E , 46.00 �j ) 3.50 Sf'Of. �J:O LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employeeswith wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason__ Wo . RKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ -•1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this p�rmd is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. - _ X ______ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. NEW CONST. MULTI. OUTLET NON-RESIO. ( BRANCH U CU TS ) @7.50 POWER APPARATUS (a SINGLE OUrLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES) 20 @' 00 SAL .50 Ex. Occup.FIXED .OR (OUTLETS ((RESIREBID.) E0. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ g Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation . • < . PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE HAZ. D. FEES I IMP 1. FLOOD COF PARCEL PO HO ISSUE This permit is hereby issued under me applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMITEXPIRESON (Date) � Receipt No. J qp WHITE-D_n.S..B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT � r.,f r+.xra..^r•,�,.+r+,, - - .)r , 7*(+,'+..�7:ti-<t -.s7y.*:jh'"ji4:va!'�r Q .,;{�� ..�t ;�� ; r:,�-i: o ` r - - .. - BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM --(One Form Per Building) School District _ Building Department No. A.P. Number (�3O -*25(po—O 16 Jurisdiction: re ,City e County } Property Owner Property Locatic Subdivison _ Residential Development Commercial/Industrial Building Departmen Rei Ilk' 0 0 No. of Living MHI Units resentative 0 0 New _Lot No. Sq. Foo ge 3 Addition soup R Sq. Footage Addition (Including Exterior Roofed Areas) Dat (Floor Plans reviewed by School District Personnel) ict Identificati No. —9 0001 Y School District ertifies that iUL (A plic nt) JL Y. L (Street Ad s) (Phone Number) Po ' b (City) (State) (Zip Code) has complied with'the requirements of Resolution No. �� ]�– U by payment of $ representing School District Representative square feet. AB 2926 FULL MITIGATION $ --d ' /l / ` ` 94 Date7 7ff Paid by Check # Remarks: Bank.Number Paid by Cash If, subsequent,to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to - additional school fees to fully mitigate its impact on the school district's schools. White (applicant),�Yellow (bu Iding department), Pink (school district) feeform.wkl (11/94)dmm ;�...,s i .. � Jti is ." . _ , .n+.��.. r.-��^w•. �.,�.ti.+ - :: COUNTY OF BUTTE -BUILDING DIVISION x<:• DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, C,A - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 V CORRECTION -NOTICE - 3'0_0 OVMER '-' " ' - / I — PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i ?a �r Rw ` 3 e� ' Dz-tel Inspector Fra 3'- REV 10/92 h COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 ERICK AND DENISE STUCKEY 1660 BIGGS AVENUE OROVILLE CA 95965 RE: BLDG PERMIT APPLN 96-1927 A.P. # 030-36-0-016 CONV SHOP TO LIVING With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: 11/26/96 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. =Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. YYYXImpact fees paid.SHOO nnNLYIl California Department o: Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. _Copy of recorded 60' right of way to a public road Other: TO AVOID CODE ENFORCEMENT, PLEASE OBTAIN THE ABOVE ITEMS AS SOON AS POSSIBLE SO IHAI YOUR FLANS CAN BE CHECKED. Should you have any questions concerning the above, please contact GLENN GIBBONS of this office. Yo s very t I / d, �• Mic ael C. Vieira, C.B.O. MCV:ahb Man ger, guilding Inspection ~ TABLE OF CONTENTS TOC Project Title.......... ERIC & DENISE STUCKY Date........ 06/30/97 Project Address........ 1660 BIGGS . ******* ZDDDD D DDDDD? OROVILLE CA. 95965 *v4.50* 3 3 Documentation Author... Ba'ry Rubanoff ******* 3 3 Endeavor Homes 3 3 P.O. Box 1947 3 P�an Check / Date 3 , Oroville, CA 95965 3 3 916-534-0300 3 Field Check/ Date 3 Climate Zone........... 11 @DDDDDDDDDDDDD�DDDDY Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 3 MICROPAS4 v4.50 File-A�STUCKY Wth-CTZ11S92 Program -TOC 3 3 User#-M�1�29 User-�ndeavor Homes Ruo-STUCKY 3 ' @DDDDDDDDDDDDDDDDDDDDDDD�DDD��DDDD�D��DDDDDDD�D�DDDDDDDD�DDDDDDDDDDDDDDDDDDDDDY E y\-nrT," e-,T-tas!�ws+�c�� TAULE OF CONT1:::.N7S DDDDDUDDDDDDDDDDD FORM CF ..... 1K................ 1 ADDITIONS..,.............. 6 HVAC SIZING............... 8 BUTTE C&`)utqTy BUILDING DEPARTMEN7 L 0 DEF ^ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Address........ 1660 ZDDDDDDDDDDDDDDDDDDD? OROVILLE CA. 95965 ' *v4.50* 3 3 Documentation Author... Barry Rubanoff ' ******* 3 Building Permit # 3 Endeavor Homes 3 3 P.O. Box 1947 3 Plan Check / Date 3 , Oroville, CA 95965 3 3 916-534-0300 3 Field Check/ Date 3 Climate Zone........... 11 @VDDDDDDDDDDDDDDDDDDY Compliance Method...... MICROPAS4 v4.56 for 1995 Standards by Enercomp, Inc. 3 MICROPAS4 v4.50 File-A:STUCKY Wth-CTZ11S92 Program -FORM CF -1R 3 3 User#-MP1829 User -Endeavor Homes Run-STUCKY 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY GENERAL INFORMATION DDDDDDDDDDDDDDDDDDD Conditioned Floor Area..... 1136 sf Building Type.............. Single Family Detached Construction Type ......... Existing Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 10.6 % of floor area Average Glazing U -value.... 0.94 Btu/hr-sf-F BUILDING SHELL INSULATION DDDDDDDDDDDDDDDDDDDDDDDDD Component Frame Cavity Sheathing Assembly Type Type R -value R -value U -Value Location/Comments DDDDDDDDDDDD DDDDDDD DDDDDDDD DDDDDDDD DDDDDDD DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD Wall Wood l011 I R-0 0.098 Roof Wood -'R=30- - R-0 0.038 Attic Floor Wood ^ R-0 R-0 0.097 Door n/a R-0 R-n/a 0.330 FWALL, LWALL2 Orientation DDDDDDDDDDDDDDDDDDD Window Front (S) Window Back (N) (sf) Value DDDDD DDDDD 45.0 0.940 75.0'0.940 Equipment Type DDDDDDDDDDDDDDD Furnace NoCooling FENESTRATION DDDDDDDDDDDD # of Interior Pan- Shading/ es Description DDDD DDDDDDDDDDDDDDD 2 Drapes.Std 2 Drapes.Std Exterior Shading DDDDDDDDDDD None None Over- hang/ Framing Fins Type DDDD DDDDDDDDD None Metal None Metal Duct Thermostat R -value Type DDDDDDD DDDDDDDDDDDD R-4.2 Setback R-4.2 Setback . :ERTIFICMTE OF COMPLIANCE: RESIDENTIAL Paqe Project Title.......... ERIC & DENISE STUCKY Date........ 06/30/97 � MICROPAS4 vA`50#_��l���:S�U�KYEnWth�CTZ.,.1S92 orog,`m_FORM CF -1R 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDD3DDBDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD> SPECIAL FEATURES/REMARKS DDDDDDDDDDDDDDDDDDDDDDDD COMPLIANCE STATEMENT DDDDDDDDDDDDDDDDDDDD This certificate of compliance lists the buildiyg features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... ERIC & DENISE STUCKY Name.... Barry Rubanoff Company. OWNER/BUILDER Company. Endeavor Homes Address. 1660 BIGGS Address. P.O. Box 1947 OROVILLE CA. 95965 Oroville, CA 95965 Phone... 1-916-532�9547 Phone... 916-534-0300 License. ' ���. Signed.. __________________________________ Signed.. L77'(date) (date) ENFORCEMENT AGENCY ^ . mame.... . Title... _____ PIgency.. Signed.. . (date) WATER HEATING SYSTEMS . DDDDDDDDDDDDDDDDDDDDD Number Tank External in Energy Size Insulation 'Tank Type Heater Type Distribution Type System Factor (gal) R -value DDDDDDDDDDDD DDDDDDDDDDD DDDDDDDDDDDDDDDDDDD DDDDDD DDDDDDDD DDDDDD DDDDDDDDDD Storage Gas PipeInsulation 1 ,60 EF 40 R-0 SPECIAL FEATURES/REMARKS DDDDDDDDDDDDDDDDDDDDDDDD COMPLIANCE STATEMENT DDDDDDDDDDDDDDDDDDDD This certificate of compliance lists the buildiyg features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... ERIC & DENISE STUCKY Name.... Barry Rubanoff Company. OWNER/BUILDER Company. Endeavor Homes Address. 1660 BIGGS Address. P.O. Box 1947 OROVILLE CA. 95965 Oroville, CA 95965 Phone... 1-916-532�9547 Phone... 916-534-0300 License. ' ���. Signed.. __________________________________ Signed.. L77'(date) (date) ENFORCEMENT AGENCY ^ . mame.... . Title... _____ PIgency.. Signed.. . (date) ^ COMPUTER METHOD SUMMARY Page 3 C-2R Project Title.......... ERIC & DENISE STUCKY Date........ 06/30/97 Project Address........ 1660 BIGGS ******* ZDDDDDDDDDDDDDDDDDDD? OROVILLE CA. 95965 ' M.50* 3 3 Documentation Author... Barry kubanoff ******* 3 Building Permit # 3 Endeavor Homes 3 3 P.O. Box 1947 3 Plan Check / Date 3 Oroville, CA 95965 3 3 � 916-534-0300 3 Field Check/ Date 3 Climate Zone........... 11 @DDDDDDDDDDDDDDDDDDDY Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 3 MICROPAS4 y4.50 File-A:STUCKY Wth-CTZ11S92 Program-FORM C-2R 3 3 User#-MP1829 User-Endeavor Homes Run-STUCKY 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY I ; x ' MICROPAS4 ENERGY USE SUMMARY x x DDDDDDDDDDDDDDDDDDDDDDDDDDDD : : Energy Use Standard Proposed Compliance : : (kBtu/sf-yr) Design Design Margin : x DDDDDDDDDDDDDDDDDDDDDDD DDDDDDDDDD DDDDDDDDDD DDDDDDDDDD : : Space Heating.......... 12.92 22.68 -9.76 x x Space Cooling......,... 15.87 14.61 1.26 : : Water Heating.......... 17.17 15.64 1.53 : : DDDDDDDD DDDDDDDD l7DDDDDDD : : Total 45.96 52.93 -6.97 : x : : *** Building does not comply with Computer Performance *** x GENERAL INFORMATION DDDDDDDDDDDDDDDDDDD Conditioned Floor Area..... 1136 sf Building Type.......'...... Single Family Detached Construction Type ......... Existing Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Building Stories. J. Weather Data Type.......... ReducedYear 10.6 % of floor area 0.94 Btu/hr-sf-F 8 ft R`METHOD SUMMARY Page 4 C -21::Z Project Title.......... ERIC & DENISE STUCKY Date........ 06/30/97 3 MICROPAS4 vq� 50 F�l���:S Wth-CTZ,1S92 �r�gG��-�ORM C-211:-,'. 3 J ��o��a @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY Zone Type DDDDDDDDDDDDDD HOUSE Residence Area Surface (sf) DDDDDDDDDDDDDD DDDDDD HOUSE - Existing BUILDING ZONE INFORMATION 2 Wall 6DDDIDDDDDDDD600DDDDDDDDD Wall 4 F1oor 5 # of 6 Vent Area Volume Dwell Cond- Thermostat Height (sf) (cf) Units itioned Type (ft) . DDDDDDDDD DDDDDDDDD VDDDD DDDDDDD DDDDDDDDDDDD DDDDDD 1136 9088 1.00 Yes Setback 2.0 Area Surface (sf) DDDDDDDDDDDDDD DDDDDD HOUSE - Existing 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Roof 7 Floor 8 Door. 9 Door Special Vent Area (sf) DDDDDDDDD OPAQUE SURFACES 11 180 DDDDDDDDDDDDDDD Yes W.11.2X4.16 Minimum U- Insul Act Solar Form 3 Location/ value R-val Azm Tilt Gains Reference Comments DDDDD DDDDD DDD DDDD DDDDD DDDDDDDDDDDD DDDDDDDDDDDDDDDD 336 0.098 11 180 90 Yes W.11.2X4.16 Minimum 88 0.098 11 270 90 Yes W.11.2X4.16 2 152 0.098 11 270 90 No W.11.2X4.16 336 0.098 11 0 90 Yes W.11.2X4.16 7 240 0.098 11 90 90 Yes W.11.2X4.16 Description 1136 0.038 30 n/a 0 Yes R.30.2X4.24 Attic 1136 0.097 0 n/a 0 No FC.0.2X6.16 Drapes.Std 20 0.330 0 180 90 Yes None FWALL 17 0.330 0 270 90 No None LWALL2 System Type DDDDDDDDDDDDDDDD HOUSE Furnace NoCooling HVAC FENESTRATION SURFACES Area Surface DDDDDDDDDDDD (sf) DDDDDDDDDDD Minimum DDDDD HOUSE - Existing Efficiency 1 Window 18.0 2 Window 6.0 3 Window 9.0 4 Window 12.0 5 Window 39.0 6 Window 18.0 7 Window 18.0 System Type DDDDDDDDDDDDDDDD HOUSE Furnace NoCooling HVAC FENESTRATION SURFACES DDDDDDDDDDDD Minimum DVDDBDDDDDDDDDDDDDDDD Duct Duct Efficiency Location R -value Efficiency # of Vent DDDDDDD DDDDDDDDDD 0.750 AFUE SC SC Interior Pan- Frame Open U- Act Glass Int Shading/ es Type Type value Azm Tit Only Shade Description DDDD DDDDDDDDD DDDDDD DDDDD DDD DDD DDDD DDDD DDDDDDDDDDDDDDD ' 2 Metal Slider 0.940 180 90 0.88 0.78 Drapes.Std 2 Metal Slider 0.940 180 90 0.88 0.78 Drapes.Std 2 Metal Slider 0.940 180 90 0.88 0.78 Drapes.Std 2 Metal Slider 0.940 180 90 0.88 0.78 Drapes.Std 2 Metal Slider 0.940 0 90 0.86 0.78 Drapes.Std 2 Metal Slider 0.940 0 90 0.88 0.78 Drapes.Std 2 Metal Slider 0.940' 0 90 0.88 0.78 Drapes.Std System Type DDDDDDDDDDDDDDDD HOUSE Furnace NoCooling HVAC SYSTEMS DDDDDDDDDDDD Minimum Duct Duct Duct Efficiency Location R -value Efficiency DDDDDDDDDDDD DDDDDDDDDDDDD DDDDDDD DDDDDDDDDD 0.750 AFUE Crawlspace R-4.2 0.830 16,00 SEER Crawlspace R-4.2, 0.860 COMPUTER METHOD SUMMARY , Page 5 C -2R Tank Type Heater Type DDDDDDDDDDDD DDDDDDDDDDD 1 Storage Gas WATER HEATING SYSTEMS DDDDDDDDDDDDDDDDDDDDD Number in Energy Distribution Type System Factor DDDDDDDDDDDDDDDDDDD DDDDDD DDDDDDDD PipeInsulation 1 .60 SPECIAL FEATURES/ REMARKS DDDDDDDDDDDDDDDDDDDDDDDD Tank External Size Insulation (gal) R -value DDDDDD DDDDDDDDDD 40 R-0 ^ ADDITION WORKSHEET Page 6 ADD Project Title........... ERIC & DENISE STUCKY Date........ 06/30/97 Project Address........ V60 BIGGS ******* ZDDDDDDDDDDDDDDDDDDD? OROVILLE CA. 95965 ' *v4.50* 3 3 Documentation Author... Barry Huhanoff ******* 3 Building Permit # 3 `Endeavor Homes 3 3 P.O. box 1947 3 Plan Check / Date 3 ' Oroville, CA 95965 3 3 916-534-0300 3 Field Check/ Date 3 Climate Zone........... 11 @DDDDDDDDDDDDDDDDDDDY Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 3 MICROPAS4 v4.50 File-A:STUCKY Progran'-ADDITIONS 3 3 User#-MP1829 User -Endeavor Homes Run-STUCKY 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY ADDITION WORKSHEET - COMPUTER PERFORMANCE DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD FLOOR AREA RATIO Fluor Existing New Area Floor Area Floor Area Ratio DDD�DDDDDD DDDDDDDDDDDDD DDDDDDD 1136 / 1532 = 0.742 - ADDITION DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION) New Floor Area Existing Existing Addition Standard Ratio Proposed Standard Design DDDDDDDDDDDDD DDDDDDD DDDDDDDD DDDDDDDD DDDDDDDD 45.01 + 0,742 x ( 52.93 - 45.96) = 50.18 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. I : . ADDITION ENERGY USE SUMMARY : DDDDDDDDDDDDDDDDDDDDDDDDDDD : x : : Energy Use Addition Proposed Compliance : x (kBtu/sf-yr) Design Design . Margin x x DDDDDDDDDDDDDDDDDDDVDDD DDDDDDDDDD DDDDDDDDDD DDDDDDDDDD : x New................,... 50.18 44.87 5.31 : ~ : x *** Addition complies with Computer Performance *** : k ADDITfON^WORKSHEET Page 7 ADD Project Title.......... ERIC & DENISE STUCKY Date........ 06/30/97 Project Address........ 1660 BIGGS ******* ZDDDDDDDDDDDDDDDDDDD? OROVILLE CA. 95965 *v4.50* 3 3 Documentation Author... barry Rubanoff �****** 3 Building Permit # 3 Endeavor Homes 3 3 . P.O. Box 1947 3 Plan Check / Date 3 'Oroville, CA 95965 3 3 916-534-0300 3 Field Check/ Date 3 Climate Zone........... 11 @DDDDDDDDDDDDDDDDDDDY Compliance Method...... MICROPA94 v4.50 for 1995 Standards by Enercomp, Inc. 3 MlCROPAS4 v4.50 File-A:STUCKY Program-ADDITIONS 3 3 User#-MPi829 User-Endeavor Homes Run-STUCKY 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDODOODDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY ADDITION WORKSHEET - POINT SYSTEM DDDDDDDDDDDDDDVDDDDDDDDDDDDDDDDDD MMIRUMN Film nam&.................. M/UUN/ Run Title...,....,.......,. STUCKY Conditioned Floor Area..... 1136 sf Point Total......,......... -18 NEW (EXISTING PLUS ADDITION) File Name....,,............ STUCKY2 Run Title..,............... STUCKY Conditioned Floor Area..... 1532 sl: Point Total................ -2 ADDITION POINT GOAL FOR NEW (EXISTING PLUS Existing Addition Exiting Floor Addition Floor Points Area Points Area DDDDDDD DDDDDDDD DDDDDDDD DDDDDODD [( -18 x 1136) + ( 0 x 396)] ADDITION) Addition New Design Floor Area Points DDDDDDDDDDDDD DDDDDDDD / 1532 = -13 I x ' ADDITION POINT SYSTEM SUMMARY x x DDDDDDDDDDDDDDDDDDDDDDDDDDDDD � x Addition Proposed Points : : Points Design Design Margin x : DDDDDDDDDDDDDDDDDDDDDDD DDDDDDDDDD DDDDDDDDDD DDDDDDDDDD x x New.................... : x : *** Addition complies with Point System *** x ^. HVAC SIZING Page 8 HVAC Project Title.......... ERIC & DENISE STUCKY Date........ 06/30/97 Project Address........ 1660 BIGGS . ******* ZDDDDDDDDDDDDDDDDDDD? OROVlLLE CA. 95965 *v4.50* 3 3 Documentation Author... Barry Rubanoff ******* 3 Building Permit # 3 Endeavor Homes 3 3 P.O. Box 1947 3 Plan Check / Date 3 Oroville, CA 95965 3 3 916-534-0300 3 Field Check/ Date 3 Climate Zone.......�... Q. @DDDDDDDDDDDDDDDDDDDY Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 3 MICROPAS4 v4.50 Fnle-A:STUCKY Wth-CTZ11S92 Program -HVAC SIZING 3 3 User#-MP1829 User -Endeavor Homes Run-STUCKY 3 @DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDY GENERAL INFORMAlIUN DDDDDDDDDDDDDDDDDDD Floor Area...'.......,..... 1136 sf Volume..................... 9088 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ OROVILLE RS Latitude................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range........,...... 37 F ` Interior Shading Used...... Yes ` Exterior Shading Used...... No , . Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 ' HEATING AND COOLING LOAD SUMMARY DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD Heating Cooling Description (Btuh) (Btuh) DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD DDDDDDDDDDD DDDDDDDDDDD Opaque Conduction and Solar...... 11144 4858 Glazing Conduction............... 4512 2933 Glazing Solar.................... n/a 1690 Infiltration..................... 5169 2122 Internal Gain.................... n/a 2100 Ducts............................ 2083 685 Sensible Load.................... 22908 14388 Latent Load...................... n/a 2878 DDDDDDDDDDD DDDDDDDDDDD Minimum Total Load 22908 17265 Note: The loads shown are only one of the criteria affecting the selection of, HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. .� i i, I - - + t ; -- - -�-- - -- - - - �+� . I �• if I - - - __-1_ __ -- _ _ - _ � _ I � - i __ _ _ _._ _.-`- _ - _�-� i { I � _ __ _ _ j _ - ._ __ _. _ _ __. __ .'_._... I - I � __ -_ __ ____ -I-- __ _ ._�.T_ _ _ _ __ _ _ _-� _ - _ _ ._ _ _.- _ - _- _- -_ __. _.� --._ 1 i- i �-_ -_ i ._ _ - -_ - _-L - _ I _ 1 �. - ' - �f � � � i ' _ -- � - j- �. � - -� - - -' -- - - i -- --{- - '.. -I � -- l 4 1 1 1 i �doR�,,�e�� ! I I I I I qsa 5U.1 ATR DI s m, WOR Wl. 1 LS4.�4- V» —1+n C ' -- -- — Al I CZ - I J T i I I I i I I I 1 I I 1 I J �� 1� — �f. .� �; f. . �. ..� _ � — — ,� ;.f � ' '� .r ., � . _ n :. s: �, ,� �A 1 rrr: PROOF OF SERVICE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 y FAX: (916) 538-2140 August 12, 1996 Erick B. & Denise Stucky 1660 Biggs Avenue Oroville, CA 95965 RE: Building Code Violation A.P.#030-36-0-016 1660 Biggs Avenue, Oroville Dear Mr, and Mrs. Stucky: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated March 5, 1996 notifying you that you are in violation of the BCC at the above -referenced location. As of this date, the following violations still exist: Failure - to' obtain the required. permits, inspections and approvAls from this offce•'for conversion, of a garage to living area in violation of the provision of the 1994 Uniform Building Code and Sections -17922 and 18941.5 of the California Health and Safety Codes as follows: (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change in Use Requires Conformance to Code The above violation(s) shall be. corrected or abated by you by submitting three (3) complete sets of plans, ,applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Letter to Erick B. & Denise Stucky RE: Building Code Violation A.P. #.030-36-0-016 Page 2 August 12; 1996 Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have. any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in' this office at the address or telephone number listed above. Sincerely, MCV:dms Mic ael C. Vieira, C.B.O. Ma ager, Building Inspection 11 Y 1 2 3 4 s 61 7 8 9 10 11 12 13 14 is 16 17 18 19 20 21 22 23 24 25 26 27 23 29 PROOF OF SERVICE BY MAIL I am over the age of 18 and not a party of this cause. I am a resident of and employed in the county where the mailing occurred. My business address is: I served the foregoing (AP.P.'#030-36-0-016) Building Division Department of Development Services 7 County Center Drive Oroville, CA 95965 SECOND NOTICE VIOLATION LETTER by enclosing a true copy in a sealed envelope and depositing said envelope in the United States mail with postage prepaid on 12TH. OF AUGUST; 1996 and addressed as follows: ERICK B. AND DENISE STUCKY 1660 BIGGS AVENUE OROVILLE, CA 95965 l I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on 8/12/96 at OROVILLE , California. Donna Sperling Office Assistant III VIOLATION CHECK LIST A.P. # 0 3e - 3G-o-ei6 Address /6Go d, aS ,4vc, 6rv9GS Owner -�,hK Sq.tp&,�;�e. �t'KeKw v 11 Owner's Address Owner's Phone No. Supervisoral District Tenant's Name Phone No. Type of Violation in Detail with Code Section Priority No. Ora raae- e,Onae rsi vW/y M, r _ Specific Plot Plan -Frith C/V Notedyes no Penalties Required 1st. Notice Sent 3-3 % G 2nd., Notice Sent ate Date Comments and/or Determination Disposition For Citation Citation Date (Date) Department Recommendation to Court Court Action Notice of Violation Recorded (Date) is -40p__ ._, 111111111W"�" 14 P51% BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 March 5, 1996 Erick B. & Denise Stucky 1660 Biggs Avenue Oroville, CA 95965 RE: Building Code Violation A.P. #030-36-0-016 1660 Biggs Avenue, Oroville Dear Mr. and Mrs. Stucky: This is a comrtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure =o obtain the required permits, inspections and approvals from this office for conversion of garage to living area. Since permits ,and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriaze fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised- that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary com-)liance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirsty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contac= Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, MCV:dms A XZ40_� Mic ael C. Vieira, C.B.O. Man ger, Building Inspection cc: Assessor BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 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, pouh.ry, 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 Q ` �J ZONING A, OWNER- =�& �-� t PHONE NO. OWNER'S ADDRESS LOCATION OF BUILDING USE OF BUILDING -' ►� r �(, SIZE OF STRUCTURE . / / X Q n ! aQ SCJ SO FT TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING. , oo j ROOF CERIfI/C�„ 700)0EyJ 5z- -- ESTIMATED,�COOf-6QNSTRUCTION $ 0 J AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: i ! I FRONT SIDES REAR S 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. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If ary 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. �C Date / Signature of Owner c Permit Fee - Q� �, QC/ The above described AG Building is exempt from a building p �it� Receipt No. 3 f/ 33 Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant FLOOD I PARC I P.DROOF G ISSU �� Date 2 V917 NI COUNTY OPBUTTE - DEPARTMENT-OF-DP-VELOPM ENT SERVICES - BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER ��15 / �� A. P,tjlq.0-� Proposed Building Use ZTCo C` Building Inspector `,7?l Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ...................................+.... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... A. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .......................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... x 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.about (A) Improvements (B) Drainage. ...... . 19. Driveway permit (construction approval required prior to occupancy). . . est 20. Pre-inspectior for required. .. o e iia 9 �spe� (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner .......... - 24. Recorded copy of Agricultural Acknowledgement Statement . ................ `. . 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .......................................: . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. ' J When you issue the permit, process as follows: ail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant x`� -y,- _ \ Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above iterrs No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Wcrks 030-360-016 02-0226 STUCKY, DENNIS 1660 BIGGS AVE, OROVILLE CONT: COMM ACTION AGENCY REPLACE EX WATER HEATER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovi4le, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-0226 ASS ESSOR PARCEL NUMBER 030-360-016 ZONING_ 1 BUILDING PERMIT OWNER is STUCKY TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1660 THERMAI.ITO COROVII12) 95%5 COW J1ACTION AGENCY TELEPHONE HONE CO RACTO�RJS(�MA1LINjG ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 16W AT= AVE, OROVIT12 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Trap 7.00 USEOFSTRUCTURE SF J0 Duplex ❑ Mobilehome ❑ Other sPECIry —Each Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IR Describe Work: REPLACE EX WATER HEATER Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W1 @20.00 PERMIT FEE S • i ELECTRICAL PERMIT Filing Fee 20.00 500R LE Main Service 200, OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is.Ln full force and effect. / • / O / License Class /-►� Lic. No. we_ OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.50FT. IROUTUI @7.50 NON -RESIN. T. MULTH1 CIRCUITS POWER APPARATUs a SINGLE OUTLEr CIR. OUTLET OR FIXTURES Ex, Occup. BAS � I:w FIXED APPLNS. OR 5.00 Ex. Occup. ou'. RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 1n/'f-9TH./* t t— eN!'_ Ke!CLz I dz C! Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �.. = C...—_ _ at Signature of Applicant - ❑ Owner ❑ ontractor ❑ Agent Ari OSHA permit is required for excavations over 60" deep and demolition or construction of structures Ler 3 stori in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE 35.W TOTAL FEE $ HA2. p. FEES IMP FLOOD CDF PARCEL PD Ho ISSUE XX This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indi ted above for which fees have been paid. / f� I ^ _ �., - -., By' Date PERMIT EXPIRES ON I -. para -' Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California- 959 5 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 02-0226 ASSESSOR PARCEL NUMBER 030-360-016 ZONING BUILDING PERMIT OWNER DENNIS STUCKY TELEPHONE _919-9147 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 00ffffiMrN ACTION AGEN-1Y TELEPHONE C RACTORS MAILING ADDRESS 2995 DET. ORD, 01ROVILLE 95965 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE S LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF JI Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IN Describe Work: REPLACE EX WATER HEATER Gas piping syste!!! 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service zo.A OR LESS 23.00 LICENSED CO VTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is 'n f II force and effect. License Class [ Lic. No. 417 P-04 OWNER -BUILDER DECLARATION I hereby affirm under penalty of penjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, em exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service z00A TO 46.00so TCU000A NEW CONST. OWEUINo occuP. OR ADDNS. ( 3.5QF°. NEW CONST. MUALCTI`O �iFT NON-RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. E X. OCCU OUTLET OR FIXTURES zo p I.00 50 BA.50 PPLNS Ex. Occup. ourEFrs RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 1 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for -which this permit is issued. (� 1 have and will maintain workers' compensation insurance, as required by Section (t 3700 of the Labor Code, for tt•e performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier int/±jft4 J/ve s (— ! NP-- S ce c• MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy NumberMobile (The above sections need nc t a completed if the permit is for work of a valuation of one hundred dollars ($1D:)) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in %ny manner so as to become subject to workers' compensation laws of Califoi nia, and agree that if I should become subject to the workers' compensation prcvisions of section 3700 of the Labor Code, I shall forthwith comply with those orovisions. X ��/l�� Da� ('�� 2c_ Sigre of Applicant - ❑ gwKEr ontractor ❑ Agent AIT -OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. I D. FEES IMP I FLOOD CDF PARCEL PO HD ISSUE XX This permit is hereby issued under of the Butte County Code and/or incliqated a ove for which fees have PERMIT /XPIRE ON the applicable provisions Resolutions to do work been paid. Date o (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY-ASSE:SOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' P 7 County Center Drive - Oroville, California,.959% - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 030QO ZONING BUILDING PERMIT 4SXOWNER --Deni-,; � 44SO. FT. OCC. BUILDING VALUATION OWNERS AILINGq1p DRESS_I - II A(Ir\ r G7 /\\YP n,Mnn A L CONiRACTOR��.�WIL 15 ESS j 20.00 Permit Fee CONSTRUCTION LENDER TI{ Plan Checking Fee $ LENDER'S MAILING ADDRESS Energy Plan Checking Fee $ 46.00 ARCHITECT OR ENGINEER $ Heating ARCHITECT OR ENGINEERS MAILING ADDRESS S 3.5¢so. FT. BUILDING ADDRESS n LQj MULTI -OUTLET menruriorinm ) LOT NO. I SUBDIVISIONSNAME USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY______ TYPE OF WORK New ❑ Addition ❑ Remodel ❑ lUtilities 13 Installation ❑ Other)o 1' Describe Work: t 10 1 D\C A " PEPAIT FEE PAU> SRA . SHERIFF arm ILII ovw Recemb Total Valuation 1 $ 1 Filing Fee $ 20.00 Permit Fee $ Fling Fee 20.00 Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ 46.00 NEW CONST. $ Heating -PERMIT FEE S 3.5¢so. FT. PLUMBING PERMIT MULTI -OUTLET menruriorinm ) Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 EX. OCCU . OUTLET OR FIXTURES BAL `Z -@Q "w I .SO Ex. OCCU FDCEDAPPINS.OR 5.00 OUTLETS RESIO. EA PERMIT FEE $ Temporary Service ELECTRICAL PERMIT Fling Fee 20.00 Main Service p00AOgLESS 23.00 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. Heating OR ADONS. 8 ACC. S. 3.5¢so. FT. NEW CONST. NON-RESIO. MULTI -OUTLET menruriorinm ) 6)7.50 EX. OCCU . OUTLET OR FIXTURES BAL `Z -@Q "w I .SO Ex. OCCU FDCEDAPPINS.OR 5.00 OUTLETS RESIO. EA •Reearr Num ''3� " TO " h!T IM O tOMKlTER Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOD I CDF I PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to. do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON • �� Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation •Reearr Num ''3� " TO " h!T IM O tOMKlTER Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOD I CDF I PARCEL I PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to. do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON RESIDENTIAL PERMIT NO. _"00--_360-016 - 05-_15_9_6__"'l,_ STUCKY, ERICK 1660 BIGGS AVE, OROVILLE Cont: GREENE ROOFING j ADD MASTER BED & BATH SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) +k - Signature CHECKED BY 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. BP051596 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: 12/08/2005 APN: 030-360-016-000 the Business and Professions Code, and my license is in full force and effect. : License Class License Number: Site Address: 1660 BIGGS AVE ORO Map Index: Date: Contractor: Description: ADDITION( 498 SQ. FT.) OWNER -BUILDER DECLARATION I hereby affirm under penally 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: STUCKY ERICK B &DENISE permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 1660 BIGGS AVE signed statement that he or she is licensed pursuant to the provisions of OROVILLE, CA the Contractor's State License Law (Chapter 9 commencing with Section 95965 7000) of Division 3 of th@ Business and Professions Code) or that he or she is exempt therefrom and .the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: STUCKY ERICK B & DENISE Code: The Contractors' Slate License Law does not apply to an 1660 BIGGS AVE owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, OROVILLE, CA provided that such improvements are not intended or offered for 95965 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Prdfesslons Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and-Rwf4ssions Code Date: �•b'�2 Owner: License #: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation Insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy #: Valuation: $0.00 Census Code: 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 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. Dale: o Applicant: 'o . WARNING: Failure to secure workers' compensation coverage Is subject an employer to criminal and one unlawful, and shall penalties hundred thousand dollars ($100,000), in addition to the cost of v✓I y�/ 5 �/ compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. GC l � l 0 0 CONSTRUCTION LENDING AGENCY This permit is hereby Issued applicable provisions of the Butte County Code and/or 1 hereby affirm that there is a construction lending agency for the ehve R solutions do work indicoe for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Date: Name: BY• PERMIT EXPIRES ON: / �—J 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 19627.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O 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 any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes Signature: Print Name: L'r�SL Date: \1 — C5 S `Owner ❑ Contractor ❑ Agent for Owner 0 Agent for Contractor J=OK 0 = Not OK = Not Applicable . = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch - 3. Sewer, Location -Test -Fall -C/O -Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat or/ /" L "ftJ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing �. 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water, MH Test -Regulator -Connector' 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert - 10. Exits; Insp.-Sketch 11. Cert of Occupancy 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Date 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water, MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing �. 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except Vs 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK o = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall-Frtting-Test-2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler, Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors. 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GA 30. Subfeed Wire Size/ /ga. Cu or AI -AC. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 36. A.C. Ducts Insulation & Support 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 37. Vent Fan, Exhaust above insulation 53. Property Line Firewall & Openings 38. Condensate Drain & Overflow, Size & Grade 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 61. Brace Interior/Exterior Wall Panels 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type AFlue-Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door, Swing -Landing -Closure 76. A.C. Dud in Garage -Damper 77. Wtr. Htc; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.El.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 83. Following InstldJDrive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.FI. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: FEATHER A VE r — —861.44 309.44 >I I 375.39 215 290 290 `.F PTN 1 I 0% 2 I PTN I. Ch O83 N 84 nl I 3/ 85 I ti� B2 ori 2.30AC. Z J8.36 Ac 1.79 Ac (21.42Ac) 'Ln 309.52 i"' 3.064c M • I I i 200' 3 75.43 �&gcbe 16 E O 140 —1— 150 N — — — — I — — — — — — — — — — — I i 62737 150.C'0 ---- ' I I I Parcel 2' h rn 4 , 3 v z rn ..) r .:.. .. Parcel I 1-2 2 /./92AC.+ 2' PM 82 -13 1 I O 9,7.4 4c 1161.4 ------ -- 4obe� — — -K LY - .— Qn rn 186 180" ro 186 O 150.00 /5000 43 / � 27 70 23 66 59 16 _ 15 `� 8D — — — — - — OD 00 94.46 188.94 NCv65 CO } Parcel 22 4 I 10 2 7! 69 26 22 IT 14 57 k 28 m m m 90. 68 67 Q E p (6l O.: O5 3 e U��n64 O 62 61 �,�� 24 Qi � ci 21 p 20 19 Is. 13 12 A "� 1. 32Ac "� Q 9 m 554 N 1.528 Ae. 67.69 73.U1 93.0L�� 73.0! PM 59-3 ? . A• 6 9 PM s6 HEIGH7S UNI Ige.s> ALMA ST o , /v437°s5e2 .c9"w 150.00 GAN . 2 4 5 61 7 8 9 10 21 a 75 I Z O 5 a . a0 45 46 47 48 49 50 5+ I 52 53 54 U187 B I I b / 96./4 77 , qi e Ln G �A DA- H G H TS. U N% Td /1/ /. �02A"� z.az ac �- O 6 b 9 /0 I/ 12. /3 14. /J /6. /T . R� .7 o /O . I / /2 /3� 14 /5 /G L�. /7 /8 - /9 • -•- _ 7° .. � :. B0 -. O 125 285 c L :. BIGGS AVE THF. 4 L I T 0 M.O.R. rt':;L L 6 Assessors Mop No. 30 — 36 GHJANDA HEIGHTS N0. 1 27 M. 0. R. 26 County of Butte, Calif. RECORD OF SURVEY Ptn. Lot 7 Wk. ;03 M.O.R. BK.27 PG. 1l GHIANDA HEIGHTS NO.2 M.O.R. BK- 3o,. PGS. 33 8 34 REv15E0: I0-90 JUNE 1962 a