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HomeMy WebLinkAbout040-640-035619 TO: FROM: yo.16v-ops INTER -DEPARTMENTAL MEMORANDUM BUILDING DIVISIOI�,OROVILLE ENVIR. HEALTH, CHICO DATE: o� RELEASE ZNV. HEALTH HOLD ON BUILDING FINAL FO L/ OWNER N Az2 SEPTIC: WE L: AP#: ®�� ��®'��D DRESS/LOCATION: Comments: GL/memos/releasehold PLAN REVISION Owner's Name: Ck BP#: 6�l Date:' �' O Contact Person & Phone Number: AP#: 0`C U v (-PL(O, G, Received By: a Time: �ss V` PURPOSE OF RE -SUBMITTAL OR REVISION ❑- Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Ins ector's Name: �j Requested by Plan's Examiner —Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. LEI D WHEN APPROVED, PROCESS AS FOLLOWS: Mail toffOwner/Contractor at this address: Call ll�Q� �� and hold for pick-up. o Deliver with next inspection. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: ❑ Fee not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 Vy,®(n, -- �-- cr y I It— BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTICIi!4 #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWcls PERMIT NO. BP040526 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: 03/12/2004 APN: 040-640-035-000 the Business and Professions Code, and my license is in full force and effect. License Class : C—_53 License Number:0ng6 Site Address: 12 SEGA DR CHI Date: Contractor: 12 _E, A P Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: POOL MASTER 502-01 Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: CUMMINGS MICHAEL S & KELLY L . . to its issuance, also requires the applicant for such permit to file a LIVING TR signed statement that he or she is licensed' pursuant to the',provisions of --REVOCABLE the Contractor's State License Law (Chapter 9 commencing with Section C/O CUMMINGS MICHAEL S & KELLY L 7000) of Division 3 of the Business and Professions Code) or that he or TRUSTEE she is'exempt therefrom, and the basis for. the alleged exemption. Any violation of Section 703].5 by any applicant for a permit subjects the ' 12. SEGA DR ` 5 applicant to a civil penalty of not more than five hundred dollars($500).): CHICO,• CA 95928-9644 t . ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law'does not apply to an owner of property who. builds or improves thereon, and who does such work himself or herself or though his or her.own employees, provided that such improvements intended Applicant: CUMMINGS MICHAEL S &KELLY L are not or offered for sale. If liowever, the building o'r'improvements are'sold within one REVOCABLE LIVING TR year of completion, the owner -builder will have the burden of -`proving that he or she did.not build or improve. for. the. purpose of sale.). 1. .as .pwner-ofAhe..property, -am,..exclusively coniracting with., licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s)_licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the,Business and Professions Code Contractor: CARE=FREE POOLS Date: owner. 9 ACYSSOM WAY.... CMICOCA 95927 WORKERS'; COMPENSATION DECLARATION,.;,,;;• I hereby affirm under penalty of perjury one of the following declarations: (530) 342-4639 ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation,. as provided for„by Section _3700. of the Labor Code, for. the performance of the work for, which,this permit License #: 380826 issued. . i,have and will •-rriaintam'worker§'"compensation insurance; as required -by Section 3700 the Labor Code, for -the performance of the work for which this permit is issued..My workers,,compensation 'insurance Architect: carper and$olicy number are: Engineer:? Carrier _,ua.-� Policy ❑ ­ i certify that in the performance of the work for which this permit is Total Square Ft: 0 S. F. a issued, I shall not employ any person in any manner so as to become subject -to the workers' compensation laws of California, Valuation: $0.00 and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand • dollars ($100,000), in addition 'to the cost . of compensation, damages as provided for in Section 3706 of -the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING. AGENCY ; . • r This pe it i hereby isspe 0 un er the applicable provisions of the Butte County Code and/or I hereby affirm that,there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resoly io o work ndi o t a ove for which fees have been paid. 2 2 Name: BY 2 / Date. - PERMIT EXPIR Address: SON:_ Date ❑ "' I thereby certify that the use of this facility shall comply witii Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. thereby authorize representatives/of Bu a County to enter upon the above mentioned property for inspection pu "T{�5�)�S.. Print e Name: ! I I [ Signature: Date: ❑ Owner ontractor 13 Agent for Owner ❑ Agent for Contractor E.H. USE ONLY TH = 'Plot Plea Attached �— Roar Plan Ansch" � Sant to B.D. ! TO: Building Department �,,.. FROM: Environmen�tal'Health SUBJECT: Sanitation Clearance /'as - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well "— Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �� ASSESSOR PARCEL NUMBER L) Proposed Building Use: I Counter Technician: � Date: -ems required in order t apply for a permit. All boxes MUST be checked OR marked NA in order to &ply. I 1. Site plans, 3 o 4 sets, signed by the preparer of the plans. Z 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of hese must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ►� . ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form %fes 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required .................................................... ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: ©K,(B)Parking: (C) Parcel Check: -1-0 ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ -35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction.........................................................................................,, ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone "> and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 00 Date: 07 O 1. Index permit application for the above items numbered: Plan Checkletter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owne Na�,advised of thea v ata by ❑phone, ❑mail, ❑counter, by Date. Plans reviewed by: l Date: Plans approved by: i'1 Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division A March 15, 2004 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Michael and Kelly Cummings 12 Sega Ave. Chico, CA 95928 Assessor Parcel Number: 040-640-035 Building Permit Number: 04-0516 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: None STRUCTURAL COMMENTS: toK Provide nailing at each side of top plate splices as specified on pages 12, 13 and 14 of the structural calculations. Provide CS 16 strap at the ridge as specified on page 12 of the structural calculations. .Indicate strap length and number of nails required. ,a/ rovide shear transfer detail of the roof diaphragm connection to the gable end shear walls. 4.Provide PHD2 holdowns and 4" shear wall edge nailing as specified on page 6 of the structural calculations. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Rick. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Stephen Gonsalves, S.E. 1 of 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP040516 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: 04/12/2004 APN: 040-640-035-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 12 SEGA DR CHI Date: t54- Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: DETACHED GARAGE (1200) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: CUMMINGS MICHAEL S & KELLY L to its issuance, also requires the applicant for such permit to file a REVOCABLE LIVING TR signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section C/O CUMMINGS MICHAEL S & KELLY L 7000) of Division 3 of the Business and Professions Code) or that he or TRUSTEE she is exempt therefrom and the basis for the alleged exemption. Any 12 SEGA DR 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).): CHICO, CA 95928-9644 �( I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: CUMMINGS MICHAEL S &KELLY L provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one REVOCABLE LIVING TR year of completion, the owner -builder will have the burden of C/O CUMMINGS MICHAEL S &KELLY L proving that he or she did not build or improve for the purpose of sale.). TRUSTEE ❑ I, as owner of the property, am exclusively contracting with 12 SEGA DR licensed contractors to construct the project (Sec. 7044, Business CHICO, CA 95928-9644 and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ lam Exe t under Article 3 of he usintess and Professions Code Contractor: Date / Owner: �- WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: 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 is issued. License #: El 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 rs: Architect: carrier: Engineer: Policy #: 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, Total Square Ft: 1200 S.F. and agree that if I should become subject to the workers' Valuation: $28,800.00 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply ith those provisions. Census Code: Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred 3955?0 4; thousand dollars ($100,000), in addition to the cost of Z, $g 4 - I compensation, damages as provided for in Section 3706 of the Labor interest, 3L4011 1$714-.87 • 3C 4 code, and attorney's fees.S • ,o CONSTRUCTION LENDING AGENCY This pe it' hereby issued u thea plicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Res ti wo indica ove or which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) ,,• Name: By: If Date: PERMIT EX RES ON: 4 I2 G5 ate Address: ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purpose . `. Print Name: CG%d G•.,,,c«�.✓ Signature: Date: i Z XOwner ❑ Contractor 0 Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 \ PERMIT NO. c �I DATE:z I c7 /9 / a� APN: U L/Yn ZONING: C / J NEAREST CR SS STREET: TRACT/LOT#: SITE ADDRESS: CITY, ZIP: q OWNER NAME: L PHONE: STREET ADDRESS: FAX: CIN, ZIP:V �y A— �� C/ E-MAIL: APPLICANT NAME: PHONE: Ee 1'w - STREET ADDRESS: FAX: C CITY, ZIP: E-MAIL:- CONTRACTOR NAME: PHONE: j ! ✓ �vK � C ,✓f .ev STREET ADDRESS. FAX: CIN, ZIP: �a A Z E-MAIL LICENSE NUMBER: LICENSE TYPE: ARCHITECT/ENGINEER NAME: Ali 61"t S PHONE: t l/yC� STREET ADDRESS: FAX- AXCITY, CITY,ZIP: LICENSE NUMBER: E-MAIL; DESCRIPTION OR SCOPE OF WORK: 171Z101W-Q 200 � ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) i=i�M&b I X 051oQ, 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 fees 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. For office use only: Notes: c Application Received by: - Date: 2 2,,0 CI Receipt number: --I Q Amount Received: L4 �l B. C. Buildina Permit 01-23-04 no 2 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 �nPERIMIT I n AIPPLICATION DATA SHEET OWNER: m S' V 1 I G 1�� �'' I4UEVSOR PARCEL NUMBER O"t�( ' �LI C O" C5 �e �Z� / ` Proposed Building Use: It ✓�� Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order t' apply. �►� 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings 13' Detached Accessory Building Form filled out by the owner �y ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ;f O 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required..............:,............................'.......................... ........ 1. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑22. City of Chico Plumbing permit................:........................................................ ,. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use:62>k(B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... V26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ................ !.......... ' ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization...........................�............................. ........... O 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... _ ❑ 35. Existing violations and/or expired permits......................................................... h ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ r ❑ 38. Other: ❑ 39. Other: When issued Telephone - �1 and hold for pickup. I have been informe oft a ab items and requirements for obtaining a building perm Applicant: =' 1. Index permit application for the above items numbered 2. Additional items required Contractor,e'r,owne was advised of the above data by Contractor,owne to advised of the a ov data by Plans revie1 Date: Structural reviewed by: Date: S Note transfer by: AW Date: i I a . Plan Check Letter one, ❑ mail, ❑ counter, by �= Date: 3 D `� j?p►tQ,((% phone, C1 mail, ❑counter bv Date: c� Plans approved by: -c-IT.-Date : •b _ Structural approved by: Date: O N� Yellow: Building Division E.H. use ONE Piot Nea Attoched %' •^�' Floor Wan Attached �. Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well "— Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER Yvt (�� ( A.P. #o lCl 0 v JJ PROPROSED BUILDING USE �C� �% DATE 0 D Ul RECEIPT # DATE REC. 1. BUILDING PERMIT FEES �/'�/t �\� �� ---Balance Due ..................... $1U 4 t L b ¢ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X _ = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. w 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone #Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed duringithe plap checking process. APPLICANT DATE 2 - ZO —Q Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) -, O.B.- I OWNER -BUILDER VERIFICA'T'ION 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. (a I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO O 2. I HAVEX HAVE NOT 13 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: NAA: 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 works NAAM ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. S. 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 SIG;P;ROPERTYOWNER. TE:_ NOTE: This Owner -Builder Yerifrcafaon is required by Section 19831 and 19832 of the California Health and Safety Coda This rerY�n must be completed and returned to our office before we are permitted to issue the permit. OVER a&,,, OWNER BUILDER INFORMATION Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improve�Mu specified. For your protection, you should be aware that as "owner der" you are the responsible party of record. on such a permit Buildin permits are not rewired to lie signed by property owners unless they are personally pig 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 bar name. Contractors are required by law to be licensed and bonded by time 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: f If You employ or otherwise engage any Persons other than your immediate family, and the work (including materials and other costs) is T300 or more for the entire project; and such persons are not licensed as contractors or subcontractors, then you may be an employer. If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations iachmding state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contribi ±onc_ ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance, ♦ For more specific mon about your obligations under Federal Law, contract the Inbemal R,evenme Service (and, if you wisp, the U.S. Small Business Adminkhation). For more specific h&6nnet ion about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. MID structrrre is intended for sale, property owners who are not licensed contractors are allowed in per famm 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 permk erroneously implying that the property owner is providing his or her own labor and material personally. Building pew are not required to be sinned by property owners unless they are performing their own work personally. IuSrmation about licensed cor&acton may be obtained by conlracimg the Catmctors State License Board in your commamity or at 1020 N Street; Sacramento, CA. 95814. Please complete the "Owner Build= 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 retumed. li'. MG 1 C. V' na, C.B.O. , Building Inspection NOTE., This Ownzr BuflderWorgnmfion is required by Section 19830 of &e CaUfirnia Seth and Safety Cod,-- OVER ode OVER Nation , al Pollutant Discharge Elimination System (NPDES) Phase 11 Co'nstruction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREJ Project Title: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs I acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollutl9ki Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water ResqArces Control Board to obtain such a permit if my project disturbs I acre or more of land. I, further, certLfV that this project will not disturb I acre or more of land. I am aware that submitting false and/or inaccurate inform- ation may result in Sca= t* of grading and/or other permits or other sanctions provided by law. Signed: A/c, Title: Date: 1110q STRUCTURAL CALCULATIONS for the CUMMINGS GARAGE. Job No. 99-5885.40 Q'�'pFESS/o q � Z w No. 3024 m m 3 1 S RUCT� �P qTF OF CA��F��� March 05, 2004 E-R-l-N-Gml BUTTE COUNTY NICHOLS, MELBURG & ROSSETTO BUILDING DIVI 'ION 434 Broadway --- �������� Chico, CA 95928 ��?�o (530) 891-1710 "UILDING DEP"T COPY i Cumming's Garage KNF LATERAL DESIGN ROOF SYSTEM LOADS Comp. Shingle Roofing 3.0 psf 1/2" OSB Sheathing 1.7 psf Gang Nail Trusses @ 24"o.c. 5.0 psf Insulation 1.5 psf 5/8" Gyp. Board 2.8 psf Misc. Lighting and Mech. 2.0 psf Total DL =. 16.0 psf RLL = 20.0 psf (Reducible) PARAPET LOADS 2 x 6.Studs @ 16" o.c. 1.7 psf Plaster 8.0 psf 1/2" Plywood 1.5 psf 5/8" Gyp. Board 2.8 psf Misc. 1.5 psf Total DL = 15.5 psf 0 Nichols, Melburg & Rossetto Job No. 99-5885.40 3/4/2004 Structural Engineers Cummings Garage KNF r Wind Design Loadina. Exposure C �• Slope 2:12 t07:12 I IV y Basic Wind Speed. 75.0 qs = 14.5 Importance Factor 1.00 Enclosed and unenclosed structure 1W Job No. 99-5885.40 3/412004 (as per 2001 CBC) W -1-11-1,r Ele anon F�;IMW.U'§ 15' ''20�25f�rt t 30 '� p el MIN' ., AFB' ,'Ce 1.06 1.13 1.19. 1.23 1.31 1.43 Primary Frames & Systems [Method 21 y Elements & Components Not in Areas of Discontinuities ' - j,�j4�`�'�" �a < � � 1.3 - ` Wfs R 1�5< 2'UVM' 25' au 30' 40s.� vert 20.0 21:3 22.4 23.2 24.7 27.0 outward any 1.3 20.0 21.3 22.4 23.2 24.7 27.0 horiz 18.4, 19.7. 20.7 21.4 22.8 24.9 outward upward j, 0.7 10.8 11.5 12.1 12.5 13.3 14.5 y Elements & Components Not in Areas of Discontinuities ' - j,�j4�`�'�" �a < � � 1.3 '` c-,ot �' •'rte hS.s '9 F30-11 �'' ' 20' 25' 30' z` to a x t40 kk :i 60 r' roof 20.0 21:3 22.4 23.2 24.7 27.0 outward walls ' 1.2 18.4, 19.7. 20.7 21.4 22.8 24.9 outward Elements & Components in Areas of Discontinuities F. M ��,: t WE * ; f gaWall Corners y t'c° C h 1"0, ` WMmi 0' f1 ' 30. �'._.� � ��., XiL �?t.�'.i�-�I` outward M 1.5 23.1 24.6 25.9 26.8 28.5 31.1 inward 1.2 , 18.4 19.7 20.7 21.4 22.8 24.9 .. Roof Eaves, Rakes or Ridges Without Overhangs k; a - r ts�a Elevati?o� $ dwd4 t °tz raj 2U,'�2k5T,eX60 < 100 ft^2 2.6 40.0 42.6 44.9 46.4 49.4 53.9 > 100 ft^2 1.8 27.7 29.5 31.1 32.1 34.2 37.3 Roof Eaves, Rakes or Ridges With Overhangs, a,' 1 =Ele anon t^t� -r+, s -wo N 25. rK 3Q k�4x�k MAIN- * 100 ft^2 2.6 40.0 42.6 y 44.9 46.4 49.4 53.9 > 100 ft^2 1.8 27.7 29.5 31.1 , 32.1 34.2 373 Nichols, Melburg & Rossetto ' r ` Structural Engineers Cummings Garage Seismic Design Loading Job No. 99-5885.40 KNF . 3/4/2004 Per Section 1630.2 & 1630A.2 '01 CBC - Static Force Procedure V = CV -I w (Eq. 30.4 & Eq. 30A-4) R•T T= C t h n Y (Eq. 30-8 & Eq. 30A-8) Ct = 0.02 hr, = 13.4 R T = 0.140 C,, = 0.54 , I= 1.00 R= 5.5 V = 0.701 W Not To Exceed 2.5-C •I Convert Force To Working Stress V=0.164W 1.4 V = 0.117 W V - a W (Eq. 30-5 & Eq. 30A-5) R Ca = 0.36 V = 0.164 W <= Controls But Not Less Than V = 0.11• Ca • I • W (Eq. 30-6 & Eq. 30A-6) V = 0.040 W In Seismic Zone 4, V shall not be less than: 0.S•Z•N •I V= W (Eq. 30-7 & Eq. 30A-7) R Z= 0.3 Nv = 1.0 V=NA Nichols, Melburg & Rossetto 3 NM JOB WrnwrwCu S GACAc,E K PAGE NO. 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West & East Wall Lines - Wall 1 & 2 Height = 1T.T5- feet Length = 8.50 feet Shear = 314 plf Lateral Loading Wind Uplift Loading Job No. 99-5885.40 3/4/2004 H T2 MIN � Be in End z s 4 a `fear � Vir s� k€ ks LoadM.. �}?- $ ,�( ...'s�)feet°�xf »3 x-.t,ti.� ft ,,; up4ft ki .s_r,�::x V1 2.67 11.25 30.03 Uplift Loading Job No. 99-5885.40 3/4/2004 H T2 MIN � Be in End z s 4 a `fear Y�y, _ ' rst R to L s`E :rto� LoadM.. �}?- $ ,�( ._ _ ft »3 x-.t,ti.� ft ,,; Kn :»6 =r s n =lum lt�o ILI 'IF L� toA`R a T' a 0.012 0.00 8.50 DL da = 0.058 in 0.43 0.43 WL 12" o.c. 0.00 -0.00 DL 0.00 0.00 WL 0.00 0.00 WL Gravity Loading 0.016 0.087 BB �� i?t'.n 0.00 '0.00 End 8.50 8.50 P� a ._S .: �. _ ' rst R to L s`E :rto� O' FBI`! e RI 3.19 Kips 0.39 2.11 0.39 2.11 DL DL A = 12.25 in^2 edge member cross-section G = 90.00 ksi ❑ CBC t = 0.298 in 0.00 0.00 DL da = 0.058 in 15/32" C -D w/ 8d's Va = 380 E.N. = 4" o.c., F.N. = 12" o.c. 0.00 -0.00 DL Plywood Shear (Vw) = 314.0 Plf Uplift (U1) = 3.48 Kips Uplift (U2) = 3.48 Kips Tension (T1) = 3.19 Kips Tension (T2) = 3.19 Kips = 3.61 Kips PHD 2 G A = 12.25 in^2 edge member cross-section G = 90.00 ksi ❑ CBC t = 0.298 in Deflection @ h= 0.40 inches ingle Sided da = 0.058 in 15/32" C -D w/ 8d's Va = 380 E.N. = 4" o.c., F.N. = 12" o.c. Anchor Bolt/Sill Plate Nail Spacing 5/8" Dia 3.34 feet o.c. 3/4" Dia 4.32 feet o.c. 16d 5.54 inches o.c. Properties for Deflection Calculations (Based on '97 UBC Standard 23-2) E = 1700 ksi edge member modulus A = 12.25 in^2 edge member cross-section G = 90.00 ksi plywood modulus t = 0.298 in effective ply. thk. en = 0.023 in nail slip da = 0.058 in tie -down slip Va = 380 plf Nichols, Melburg & Rossetto Structural Engineers G ,. t Cumming's Garage KNF LATERAL DESIGN - Plywood Shearwall Holdowl Wall I.D. North Wall Lines -Wall 1 & 3 Height = 9.00 feet Length = 3.50" feet Shear = 109 plf Lateral Loading Wind Uplift Loading Job No. 99-5885.40 3/4/2004 H T2 aP u W'Ia f earbfl` i tHetghtL ' "� Mot f X� . o.u. ��'t _ rrst . I to�R w y...._ _.. �; �T :. 3LoadF * 0.00 V1 0.38 9.00 3.44 Uplift Loading Job No. 99-5885.40 3/4/2004 H T2 aP u W'Ia f ter- }`Beginr _: fti rs End-uyzP�� �4t� ft. b�t s iEl? X� . o.u. M rest 2" R to L _ rrst . I to�R w y...._ _.. �; �T Load'" +. 0.162 0.00 3.50 c. Ges SownA U "G 0.98 0.99 0.99 WL 0.00 3.50 15/32" C -D w/ 8d's G = 90.00 ksi 0.29 0.00 0.00 WL nail slip da = 0.058 in tie -down slip Va = 260 0.00 0.00 0.00 WL Gravity Loading a y 21'n "gni BegiVIA a Uplift (U1) = P� t.Jr lci aft 1 r xR - Mast o,_; rstMICA oadl e 0.240 0.00 3.50 1 c. Ges SownA U "G 0.98 0.98 DL .0.070.- 0.00 3.50 15/32" C -D w/ 8d's G = 90.00 ksi 0.29 0.29 DL en= 0.008 in nail slip da = 0.058 in tie -down slip Va = 260 0.00 0.00 DL 0.00 0.00 DL Plywood Shear (Vw) = 109.2 Plf Uplift (U1) = 0.70 Kips, Uplift (U2) = 0.70 Kips Tension (T1) = 0.34 Kips Tension (T2) = 0.34 Kips Ta = Kips Use: No Hold Down Required 1 c. Ges SownA U "G ❑ CBC (Based on '97 UBC Standard 23-2) Deflection @ h= 0.16 inches Single Sided A = 12.25 in^2 15/32" C -D w/ 8d's G = 90.00 ksi E.N. = 6" o.c., F.N. = 12" o.c. Nichols, Melburg & Rosseito en= 0.008 in nail slip Anchor Bolt/Sill Plate Nail Spacing " is<12.41 AS, 3/4" Dia 1 c. Ges SownA U "G Properties for Deflection Calculations (Based on '97 UBC Standard 23-2) E = 1700 ksi edge member modulus A = 12.25 in^2 edge member cross-section G = 90.00 ksi plywood modulus t = 0.298 in effective ply. thk. en= 0.008 in nail slip da = 0.058 in tie -down slip Va = 260 plf Structural Engineers 7 Cumming's Garage f Shears;�Hetglt KNF M LATERAL DESIGN - Plywood Shearwall Holdout] feetp Wall I.D. North Wall Lines - Wall 2 Height = 9.00 feet Length = 5.00 feet Shear = 109 plf Lateral Loading Wind 4 jai' f Shears;�Hetglt it M r�X'41" ft ++ �,, a M rst x111109'i R o '.{-h'': „1 _: feetp wft,ki ' 0.162 s Y (h) s; VI 0.55 9.00 4.92 Ualift Loading Job No. 99-5885.40 3/4/2004 H T2 r Begin�f ,, ft L ... grid Ott ft,� r,, rgg Pt ki s. �\ � r�X'41" ft ++ �,, a M rst x111109'i R o '.{-h'': „1 _: z�MWA 0.162 0.00 5.00 E = 1700 ksi edge member modulus 2.03 2.03 WL 0.070 0.00 5.00 en = 0.008 in nail slip 0.00 0.00 WL plf 0.00 1 0.00 WL Gravity Loading Plywood Shear (Vw) = in II Iml grid "iPr � �LaPam Ma �, ME, Tension (Tl) = M 0.240 0.00 5.00 E = 1700 ksi edge member modulus 2.01 2.01 DL 0.070 0.00 5.00 en = 0.008 in nail slip 0.58 0.58 DL plf 0.00 0.00 DL 0.00 0.00 DL Plywood Shear (Vw) = 109.2 Plf Uplift (U1) = 0.58 Kips Uplift (U2) = 0.58 Kips Tension (Tl) = 0.06 Kips Tension (T2) = 0.06 Kips Ta =s Use: No Hold Down Required E = 1700 ksi edge member modulus ❑ CBC Deflection @ h= 0.15 inches Single Sided 15/32" C -D w/ 8d's E.N. = 6" o.c., F.N. = 12" o.c. Anchor Bolt/Sill Plate Nail Spacing " Dia 3/4" Dia <12.41 o16 .c. Properties for Deflection Calculations (Based on '97 UBC Standard 23-2) E = 1700 ksi edge member modulus A = 12.25 in^2 edge member cross-section G = 90.00 ksi plywood modulus t = 0.298 in effective ply. thk. en = 0.008 in nail slip da = 0.058 in tie -down slip Va = 260 plf Nichols, Melburg & Rossetto Structural Engineers I Cumming's Garage KNF LATERAL DESIGN - Plywood Shearwall Holdow Wall I.D. North Wall Lines - Wall 4 Height = 9.00 feet Length = 7.50 feet Shear = 109 plf Lateral Loading Wind * m �Sheara` v Height ,Mot Xt 'it{� rst M'Ro��LtttoxR,� M�rst�� , , =ft ki s: r s V 1 0.82 9.00 7.37 Uplift Loading Job No. 99-5885.40 3/4/2004 H T2 F rx .. ,�'} sBe''inI` g S �' SEnd. P .�? s Xt 'it{� rst M'Ro��LtttoxR,� M�rst�� , 0.00 Kips ad 0.00 7.50 Use: No Hold Down Required " gY 4.52 DL F� e 7.50 effective ply. thk. en = 0.008 in 1.31 1.31 DL Va = 260 plf 0.162 0.00 7.50 0.00 DL 4.56 4.56 WL 0.00 0.00 DL 0.00 0.00 WL 0.00 0.00 WL Gravity Loading . Plywood Shear (Vw) = 5 B g x ! ft:` 'eft:. �En P .�? s "r"Ni ft Ivl t 99,Nt'�ist t�R 0.00 Kips 0.240 0.00 7.50 Use: No Hold Down Required " 4.52 4.52 DL 0.070 0.00. 7.50 effective ply. thk. en = 0.008 in 1.31 1.31 DL Va = 260 plf 0.00 0.00 DL 0.00 0.00 DL Plywood Shear (Vw) = 109.2 Plf Uplift (U1) = 0.38 Kips ,Uplift (U2) = 0.38 Kips Tension (T1) = 0.00 Kips Tension (T2) = 0.00 Kips Ta =ips Use: No Hold Down Required " ❑ CBC Deflection @ h= 0.15 inches Single Sided \/ 15/32" C -D w/ 8d's E.N. = 6" o.c., F:N. = 12" o.c. Nichols, Melburg & Rossetto E Anchor Bolt/Sill Plate Nail Spacing " is . 3/4" Dia <15.93i r . (� �'L f9 ` ' 16d O.C. Properties for Deflection Calculations (Based on '97 UBC Standard 23-2) E = 1700 ksi edge member modulus A = 12.25 in^2 edge member cross-section G = 90.00 ksi plywood modulus t = 0.298 in effective ply. thk. en = 0.008 in nail slip da = 0.058 in tie -down slip Va = 260 plf alructurul engineers Cumming's Garage KNp LATERAL DESIGN - PI ood Shearwall Holdowl Wall I.D. South Wall Lines - Wall 1 & 4 Height = 9.00 feet Length = 5.50 feet Shear = 118 plf Lateral Loading Wind . `tr, >�,i #,t iLoad i 'Shead y f Y Mr(1 ..$) '* Hei ht v, gt �)afeet% Moto li �x u•��f t; 2iMkW kt s;��. V1 0.65 9.00 5.86 Uplift Loading 1D Job No. 99-5885.40 3/4/2004 H T2 r W g HBeOw ME End"'�� ° �v� -A, �� �X, a a 11v1 � rstM , 4 �p� rstLoad1 Kips 6 �" ft ft ki sto .0.00 5.50 Lr9 Ltd .Rs, 0.71 T.:: 0.162 0.00 5.50 da = 0.058 in tie -down slip 2.45 2.45 WL DL 0.00 0.00 WL DL 0.00 0.00 WL Gravity Loading �Wx 1419;fll 0.240 BeginEnd� 0.00 5.50 A , Mkt s r: ft " W.100.19 'stI INR�. load _ Kips Tension (T1) = 2.43 2.43 DL 0.070 .0.00 5.50 edge member cross-section Kips 0.71 0.71 DL en = 0.008 in nail slip da = 0.058 in tie -down slip Va = 260 0.00 0.00 DL 0.00 0.00 DL Plywood Shear (Vw) = 118.3 Plf Uplift (U1) = 0.62 Kips Uplift (U2) = 0.62 Kips Tension (T1) = 0.05 Kips Tension (T2) = 0.05 Kips Ta = edge member cross-section Kips Use: No Hold Down Required t = 0.298 in ❑ CBC Deflection @ h= 0.16 inches Single Sided / 15/32" C -D w/ 8d's E.N. = 6" o.c., F.N. = 12".o.c. Nichols, Melburg & Rossetto s Anchor Bolt/Sill Plate Nail Spacing 8.87 .c.mew 11.46 ><�14.70 feet o.c. sA inches I n "(J DSL, Properties for Deflection Calculations (Based on '97 UBC Standard 23-2) E = 1700 ksi edge member modulus A = 12.25 in/2 edge member cross-section G = 90.00 ksi plywood modulus t = 0.298 in effective ply. thk. en = 0.008 in nail slip da = 0.058 in tie -down slip Va = 260 plf Structural Engineers Curnming's Garage KjVF LATERAL DESIGN - Plywood Shearwall Holdow Wall I.D. South Wall Lines - Wall 2 & 3 Height = 9.0 feet Length = 3.50 feet Shear = 118 plf Lateral Loading Wind Uplift Loading Job No. 99-5885.40 31412004 H T2 � M'I� NMI '7" .ffl� _ ilk, �W IN Sk, Vi M A MEM "IESInEd' M 0 ON` I N I 9p, �t't gi A WaMPT, 1-4.1. ' a 0.162 0.00 'V1 0.41 9.00 3.73 Uplift Loading Job No. 99-5885.40 31412004 H T2 � M'I� NMI '7" .ffl� _ ilk, �W IN Sk, Vi M A MEM "IESInEd' M 0 �,j-�' N , t Es x 0.240 a 0.162 0.00 3.50 0.98 0.98 0.99 0.99 WL 3.50 effective ply. thk. 0.29 0.29 0.00 0.00 WL 0.00 0.00 0.00 0.00 WL Gravity Loadinp, '_ ww`Wv g, II i AIM MEM "IESInEd' M kit s? NO @'I,, - V� a 'If -Ij MRRS.' Ml� o L 'I ol INA (Based on '97 UBC Standard 23-2) �N 0.240 0.00 3.50 A = 12.25 in,12 0.98 0.98 DL 0.070 0.00 3.50 effective ply. thk. 0.29 0.29 DL 0.00 0.00 DL .0.00 0.00 DL ,Plywood Shear (Vw) = 118.3 Plf Anchor Bolt/Sill Plate Nail Spacing Uplift (Ul) = 0.78 Kips a <8.87 fe c. Uplift (U2) 0.78 Kips 3/4" Dia 1.46 feet o.c. Ill," Tension (Tl) = 0.42 Kips 1 14.70 inc C. Tension (T2) = 0.42 Kips Properties for Deflection Calculations Ta = (Based on '97 UBC Standard 23-2) Use: No Hold Down Required E = 1700 ksi edge member modulus A = 12.25 in,12 edge member cross-section E) CBC G = 90.00 ksi plywood modulus t = 0.298 in effective ply. thk. Deflection @ h= 0.16 inches en = 0.008 in nail slip da = 0.058 in tie -down slip Single Sided 15/32" C -D w/ 9d's Va = 260 plf E.N. = 6" o.c., F.N. = 12" o.c. Nichols, Melburg & Rossetto Structural Engineers Cumming's Garage DRAG FORCES Job No. 99-5885.40 f KNF 3/4/2004 Wall Line ID: West & East Wall Lines Wall Length Opening Between Walls (feet) Unit Wall Stress W S (plf) (plf) ED�ia.Stress Dia. Stess (DWIf) (I)SIf) Net Applied Stress WS (lf) (If) Drag Force @ end of segment W S (plsf) (plf) Lateral Loads: Wind (kips) Seismic (kips) 5.34 0.00 8.5 8.5 13 314 0 314 0 0 0 178 178 178 0 0 0 0 0 0 0 0 0 -136 0 178 0 -136 0 -1.16 0.00 1.16 0.00 0.00 0.00 Diaphragm Length Start ft End (ft) 0 30 Max Drag. Force Wind (kips) Seismic (kips) @ 8.5 ft. 1.16 0.00 Max Chord Force 0.40 6 PLAN VIEW 30.0 ft. — Max. Drag Forces 15 Top Plate Nailing Due to Drag ,Force and Chord Force: 1157 lbs = 8.05 uSe 9 gil 108#/n(1.33) ea. Side of plate splice. , Table 23 -1I -I-1 Allowable Shear = 380 • > 314.12 plf F Framing at all panel edges shall be 3" nominal or wider, includeing sill plates, and nails shall be staggered. Panels installed either horizontally or vertically. Space nails at 12" o.c. along intermediate framing members. Allowable shear value is for short -time loads due to wind or earthquake and must be reduced 25% for normal loading. Allowable shear value is for Douglas Fir -Larch. Minimum panel dimension is 12". 25 30 Code 01 CBC —^ Panel Grade I - C -DX Panel Thickness 15/32" N 1/2" Nail Size 8d E.N. Spacing 4 in o.c. No. of Sides One Sided Stud Spacing 16 in o.c. 1W (SSE t�S J I� s AT ��2-IbGe_ ? Nichols, Melburg & Rossetto ' Structural Engineers Cumming's Garage DRAG FORCES Job No. 99-5885.40 (3 KNF 3/4/2004 Wall Line ID: North Wall Lines Wall Opening Between Unit Wall Stress Dia. Stress Dia. Stess Net Applied Stress Drag Force @ end of segment .27 Lateral Loads: Wind (kips) Seismic (kips) .07 1 Length Walls W S W S W S W SW S 2.13 0.00 (feet) (feet) (plf) (plf) (plf) (plf) (lf) (plf) (plf) (plf) (lsf) (plf) ea. Side of plate splice. 3.5 C -DX 109 0 53 0 0 0 -56 0 -0.20 0.00 Nail Size All panel edges backed with 2" nominal or wider framing. 8d Panels installed either horizontally or vertically. 7.5 0 0 53 0 0 0 53 0 0.20 0.00 One Sided Minimum panel dimension is 12". 5 6.5 109 0 0 0 53 53 0 0 0 0 0 0 -56 53 0 0 -0.08 0.27 0.00 0.00 Diaphragm Length Start ft End (ft) 0 40 3.5 109 0 53 0 0 0 -56 0 0.07 0.00 6.5 0 0 53 0 0 0 53 0 0.42 0.00 7.5 109 0 53 0 0 0 -56 0 0.00 0.00 Max Drag Force Wind (kips) Seismic (kips) @ 32.5 ft. 0.42 0.00 Max Chord Force 1.78 PLAN VIEW 40.0 ft. Max. Drag Forces 0.6-- 0.4 .42 a 0.2 .20 .27 0 .07 1 1 .00 -0.2 10 15 20 25 30 35 40 -0.4 Code Top Plate Nailing Due to Drag Force and Chord Force: 01 CSC •� 1780 lbs = 12.39U Panel Panel Grade 1.33) ea. Side of plate splice. C -DX Table 23-11-I-1 Panel Thickness Allowable Shear = 260 > 109.23 plf 15/32" - 1/2" Nail Size All panel edges backed with 2" nominal or wider framing. 8d Panels installed either horizontally or vertically. E.N. Spacing Space nails at 12" o.c. along intermediate framing members. 6 in o.c. Allowable shear value is for short -time loads due to wind or earthquake and must be reduced 25% for normal loading. No. of Sides Allowable shear value is for Douglas Fir -Larch. One Sided Minimum panel dimension is 12". Stud Spacing 16 in o.c. Nichols, Melburg & Rossetto Structural Engineers Cumming's Garage KNF DRAG FORCES Job No. 99-5885.40 3/4/2004 Wall Line ID: South Wall Lines Wall Opening Between Unit Wall Stress Dia. Stress Dia. Stess Net Applied Stress Drag Force @ end of segment 1.33) Lateral Loads: Wind (lips) Seismic (kips) Panel Thickness Length Walls W S W SW All panel edges backed with 2" nominal or wider framing. S W S W S 2.13 0.00 6 in o.c. Allowable shear value is for short -time loads due to wind or earthquake and must be reduced 25% for normal loading. No. of Sides (feet) (feet) (plf) (plf) (plf) (plf) ( If) (plf) (plf) (lf) (lsf) (plf) 5.5 118 0 53 0 0 0 -65 0 -0.36 0.00 1 7.5 0 0 53 0 0 0 53 0 0.04 0.00 3.5 7 118 0 0 0 53 53 0 0 0 0 0 0 -65 53 0 0 -0.19 0.19 0.00 0.00 Diaphragm Length Start ft End ft 0 40 3.5 118 0 53 0 0 0 -65 0 -0.04 0.00 7.5' 0 0 53 0 0 0 53 0 0.36 0.00 5.5 118 0 53 0 0 0 -65 0 0.00 0.00 Max Drag Force Wind (kips) Seismic (kips) @ 5.5 ft. 0.36 0.00 Max Chord Force 1.78 0.4 0.2 a Y 0 -0.2 -0.4 PLAN VIEW 40.0 ft. 10 Max. Drag Forces 16 in o.c. Nichols, Melburg & Rossetto Structural Engineers - Code Top Plate Nailing Due to Drag Force and Chord Force: /�, �� 01 CBC • 17801bs =12.39 TTSe13"F1a115 1""� Panel Grade 1.33) ea. Side of plate splice.NS C -DX Table 23 -II -I-1 Panel Thickness Allowable Shear = 260 > 118.33 plf 15/32" - 1/2" Nail Size All panel edges backed with 2" nominal or wider framing. I 8d Panels installed either horizontally or vertically. E.N. Spacing Space nails at 12" o.c. along intermediate framing members. 6 in o.c. Allowable shear value is for short -time loads due to wind or earthquake and must be reduced 25% for normal loading. No. of Sides Allowable shear value is for Douglas Fir -Larch. I One Sided Minimum panel dimension is 12". Stud Spacing 16 in o.c. Nichols, Melburg & Rossetto Structural Engineers PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. ) this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be t v. ali response to every item requested in our plan correction letter. 'My others" is not considered a valid response. Please indicate you response to each item and the location where the information can be found on the planYcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVI OWNERS SED AND ORIGINAL PLANS, NAME DATE: Mt GIBE r'.. L 6:1 vh 0 `I - 0z ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: 03 3o_o PLAN CHECK ITEM # RESPONSEE BY. LOCATION ON PLANS/CALLS: 1,i ,,3 0 `iciowq x0 COMMENTS• ,. A1,111 Z/iii Z, 2- # -.0,t /14 n 6� Oo-L e- P z CATION ON PLANS/CAL ��•ati3 3 fia- M March 30, 2004 NMR Job No. 5885.40 Philo Hunt, P.E. Butte County Dept. of Development Services 7 County Center Drive Oroville, CA 95965 RE: Cummings Garage Assessor Parcel Number 0404-640-035 Building Permit Number 04-0516 Dear Mr. Hunt: The following responses are in regards to your comments dated March 15, 2004. 1. The top plate splice nailing was added to the double top plate note on detail 2/A3. 2. The CS 16 strap was added to the roof plan on sheet A3. 3. Detail 3/A3 was added to show the shear transfer. 4. The PHD2 hold downs and 4" edge nailing is noted on sheet A3 under the notes for Braced Wall #2. If you have any questions or comments, please feel free to contact our office at 530-891-1710. Sincerely, 0� Kari Forbes Project Engineer 434 Broadway Chico, CA 95928 NICHOLS • MELBURG & ROSSETTO ARCHITECTS/ENGINEERS Redding, Chico & Sacramento Phone (530) 891-1710 Fax (530) 891-0138 forbes@nmrdesign.com Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: tc41-0-fIt, C L 14 6u.n,L, �J 60 Phone: 3D— ij Mailing Address Site Address: ' /l OVER 1 of 2 Assessor's Parcel Numb&: Zone: QP,—A Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL LNFORMATION: 1. Is there a primary dwelling on the property? YesNo El2. Is the structure already built, under construction, or under notice of code violation? Yese NoR 3. Will items produced in this building be offered for sale? Yes ❑ 010 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? . Yes ❑ No SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? YNo 7. Is any portion of the structure located closer than 20' to your front property line? Yes No S. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes No ❑ 11. 12. Will this building be heated or cooled? Will this building have a water Yes [] No closet/toilet? Yes No 13. Will this building have a sink? Yes L3 No ❑ 14. Will this building have a water heater? Yes PC No ❑ 15. What type of floor covering gill the building have? S>L4t3 16. What type of nvall covering will the building have? 24 ►�.S1A-LL OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. 0 Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A -garage door is reouired. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 ❑ Home Occupancy Z ❑ Other— Use = 1. Descn'be type crworbhop 2. Must be approved by the Butte Courtly Plamting Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure ofthisinformation if or when the property is offered for sale. Oti mer's Name: Please Print Nltc.�d-wal.. (imo , A)" Owner's Signature: Date: 2of2 NOTES RESIDENTIAL i 040-640=035 /03-0815 PERMIT NO. — MEGHDADI, ANDREW, SEGA, CHICO NEW SINGLE FAMILY -#97-37 CA r I SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. - FIRE SPRINKLERS REQ. SPECIAL'INSPECTION ITEMS VERIFY t USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f OF FI COPY I Address GAS Meter By Date ELECTRIC Meter By Date. G JOB FINALED (Date) V r Signature s SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. - FIRE SPRINKLERS REQ. SPECIAL'INSPECTION ITEMS VERIFY t USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f OF FI COPY I Address GAS Meter By Date ELECTRIC Meter By Date. G JOB FINALED (Date) V r Signature J=OK 0 = Not OKI ' . = NotReadya6le MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer;. Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and -Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 12. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Date 3.. Blocking Date 4. Gas; MH Test -Demand -Valve Date POOLS (Plans) OK except #'s 5. Electricity; MH Test 1. Setbacks -Easements 6. Water; MH Test 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 8. Gas and Electricity Tagged 4. Elec.; Receptacles and Lighting, Distance-GFI 9. Exits 5. Elec.; Pool Lighting; 15 Volts-GFI 10. License Decals 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Verify #'s with Office 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. 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- Land ings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main Conduit 9. Health Department Approval . 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UND FLOOR (Plans) OK except #'s i ng -Setbacks -Easements -Flood -Slope Main; Soils-Elec. Grnd.-/ I " Ftg. Depth . Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. 1Wmwalls, Garage; Steel-Blockouts-Wrapped <<.!!!.:d Downs and Special Anchors Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -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 S -7. Q-1 Card B-1 /'C 6 , Date Card B-1 Date Card B Date Card B-1 Date PLU NG (Permit) OK except #'s Watwlltr.; Vent -Access -Combustion Air Baffle V.; Test Fittings & Anchor -Nail Protection r Shower Pan; Test, First Floor -Tub Access .V 21. Taub & Shower, Second Floor -Tub Access 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 ELECT AL (Permit) OK except #'s 24-'rixt;ye& Transformer Clearance -Ins. Protection 2 e e eptacles Spacing -Lights & Switches at Doors 24&-<;-1TqXes & No. of Conductors Stapled 2 . Ro x Installed Close to Edge of Studs & C.J. . Ground made up w/Mech Fasteners -Bond Gas & Water lance Circuits in Kitchen Conductor Size GFI Subfeed Wire Size/ vZ /ga. Cu .C. Wire Size/ / a r Al 31. Range Circle/ /gaCurAl-Oven Circ. / /g C r Al Insulated Neutral L9Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. E ui . Clearances Panels-Motors-Mech. Equip. 34. CI es Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECH I L (Permit) OK except #'s 3.VA,.,QebVAs Insulation & Support e hZxhaust above insulation nsate Drain & Overflow, Size & Grade rnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM (Permit) OK except #'s Sills oper Materials & Anchors 42 al tuds-Nailing Spacing & Braces -Plates -Sound 4 riga-Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) Fire Sto , Furred Ceilings -Stairs -Chasers -Tubs 4 ders & Beams -Size & Bearing Date FRAM ,(Continued) ers-Post Caps -Anchors -Connectors 4 Clin oist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. re ce Ties or Type A Flue -Fireplace Throat Clearance is ccess; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing -RC Channel 53. P perty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ,5G -'Plywood on Roof Overhang -Attic Vents -Rafter Outriggers A57. S'di -Nailing Veneer 1 -{i � cco Mesh -Drip Screed -Fd. Vents-Underflr. Access 7—?/_ ; 63.J ce Interior/Exterior Wall Panels 63.lfifiltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s . xis -Door & Sidelight Protection -Landings Smq�e-Detector -mace Vents -clearance -Comb, Air-Connector- arage; Above Floor-Ducts-Mech. Protection . Bedroom Exiting I. Fixtures & Tub Access -Spa ec & Subpanel, Breaker Sizes & Labels Zj,,,FireDIace or Stove, Clearance -Hearth 7 eq,.0Gtlets at Wood Panel, Int. & Ext. 7,3 it. ' . & Appliance; Ground -Air -Gap -Cooking Clearance 78i0ec .Outlets & Receptacles at Kit. Counter . Garage Fire Door; Swing -Landing -Closure uct in Garage -Damper 7 c Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Pec,. & Mech. Equip. Listed for Location 7 'c Receptacles in Garage (F.F.I.)-Romex Protection IaS' -Foam-Looked in Attic 1 avails & Deck Construction -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clea ance Looked under Floor O Yes in Instld./Drive 0 Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No Stucco Brown -Finish ,eUnit Disconnect, Electrical -Plumbing te-len Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ate ell, Disconnect, Electrical, Plumbing 188. terior Elec. Trim, G.F.I. Receptacle -Underground e dation Throughout House ss Protection orrections from Previous Inspections as Test -Meters Tagged, Gas -Electric 9V k3later & Sewer Connected -C/O to Grade -HD Approval 9 . nergy Compliance Certificate -Other Certificates A ress Posted ire 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: NJ C-,- CertalnTeed Mi! Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation Homeowner Name Jobsite Name p 1 I �.1Iell ��INtiS f/4Z 2S(� 1 1n, cd Home Address Installer/Contractor (sign) Company.Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a . Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. It-) Weight per sq. ft. of installed insulation should not be less than: abs.) Should not be less than: on.) 60 36.5 27 0.986 22 49 29.6 34 0.800 18'h 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 L� 7.7 129 0.209 5'/2 11 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. The maximum net coverage must not exceed that specified for each R -Value. The installed insulation must be at or above the specified minimum thickness for each R -Value. Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. This product should not be mixed with other blown insulations or the thermal claims will become invalid. f ,DANGER: RECESSED LIGHT FIXTURES --40 PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES: DOES NOT APPLYTO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BAITS/ROLLS (✓) CEILINGS 319 13 " 3 l4' WALLS FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. The maximum net coverage must not exceed that specified for each R -Value. The installed insulation must be at or above the specified minimum thickness for each R -Value. Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. This product should not be mixed with other blown insulations or the thermal claims will become invalid. f ,DANGER: RECESSED LIGHT FIXTURES --40 PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES: DOES NOT APPLYTO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 .,U rrO Certificate of C'nfo0rnnan( e Certificate 052736 THIS IS TO CERTIFY that the glued laminated timber products identified with a colle;.s ve mark of Engineered Wndd Systems (EWS) were manufactured in accordance with the appiica ;il standards and associated specifications indicated below: , ANSI Standard A190,1-1992, For Wood_ Products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses --' AITC 117-93 - Manufacturing - Standard Specifications For Structural ~� Glued Laminated Timber Of Softwood Species 1, A.&T 13 T W / N PAI -MS IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated tirT. be., members were produced in a mauiacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in=plant QA program with adequate samp.ling to verify conformance to industry standards for lumber grade and giueline bond quality. lap 3 Ilk 3 /Z. 12 ty F w o 0,6 2 �j�� SEAL by p -60 Thomas G. Williamsci • Executive Vice Presid( )t 1 . EAIC-EERED WOOD SYSTEms to a telWe!0 cotpnte)ion 01 APA - TN[ ENGJNEEAED WOOD ASSOCIATjon- 7011 Soutn 191) Saee1- P.O. $ox 11700 - 7scomn., VJA ge.411.07(,0 7-)ephone: (753) 565-8600 • Fay Nurr7bet: (253) 565.7265 i . . COUNTY OF BUTTE i = • . . • • • . • y• • • • • BUILDING D)VISION.... . . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 = 7 County Center Drive • Oroville, CA • (530)"538-7541 CORRECTION NOTICE 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, '1 Date -7' r Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 s 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE `. M 92; &hOl 0 ;�-/ � 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 a any questions pertaining to this matter, or need additional explanation, please contact s office immediately. 9 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION t 7 County Center Drive • Oroville,, California 95965 • Telephone (53 3 -7541 I fl (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-640-015 ZONING ;R - BUILD G PERMIT OWNER TELEPHONE SO, FT. OCC. BUILDING VALUATION OWNER'S MAILING AD SS 311 -0 SHADY GROVE CHICO, CA 95971 - — 2797 R 151 038. 682 U 12,276. CONTRACTOR'S NAME 7 nwNFR TELEPHONE 295 COV I 3 835. CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS , Fireplace "All Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fills Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 881.00 Plan Checking Fee $ BUILDING ADDRESS 12 SEGA DRIVE CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. 13 SUBDIVISIONS NAME I PALMS924.00 SUB PARCEL MAP 155-36/38 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF M(Duplex ❑ Mobilehorne ❑ Other SPECIFY Each Trap 7.00 11c) ni - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 15 no TYPE OF WORK New)a Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other'❑ Describe Work: MASTER PT AN #97-37 Gas piping stem 1 - 5 outlets 15.00 1500 Building sewer 15.00 ' 1500 Mobile Home I S I G I W @20.00 ' PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov R LEss 2o0A OOR LESS 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in II force and effect. License Class Lic. No. S 17 !, Z OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I•am exempt under Sec. Business and Professions Code for this reason Main Service TOWNG 46. 00 NEW CONST. DWE OCCUP CU. OR ADDNS. ( a ACC. BLDB. SO so 3.50x: 121.7 N H' -R SID. MULTI.OUTLET @7.50 POWER APUARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FOCTURES BAL p', 0 ED ALNS Ex. Occup. ouT (RRIDOFR-A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 164.77 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'comppensation insurance carrier and policy number are: Carrier s; T. •-1' Fi., MECHANICAL PERMIT Filing Fee 20.00 Heating 9 19 -nn Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number -1- p 16J -0 L (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 3 ' Z`� 'iia Signature of Appli t - ❑ ser ❑ Contractor gent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heig . Mobile Home Installation Fee - $ Energy Inspection Fee $ occ r3 CONST. TYPE VN T L F $ 1 438. 7 8 HAV D IMP FLOG CDF i• P Pfl ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicat for which fees have been paid. y.. - B6124Date }j EXPIRES ON /f✓ o Iafe Receipt No. 2571 SM0 1103.<2PERMIT WHITE-O.O.S.•B.D. CAN Y -A = 9SOR PI -INSPECTOR GOLDENROD -APPLICANT . f .. r wg�sl� +R,scwr�' ... ►w.s, yr v «.t..�. �� r��^e+�*,1Fr r++i rS.DAtf?( r+ ks3.rh�#�ti R*i:.l%l�.S Iyo*^ tai,{rtti�vdv*jtr, ,L_ �.r..�►^ -f r :ar. y COUNTY OF BUTTE-DEPARTMEII�T OF�'VELOPMENTSERVICES-BUIIN DIVISION 7 County Center Drive, Oroville, CA 95965 Phone(530)538-7541 Fax (5340 t=, PERMIT APPLICATION DATA SHEET OWNER: F%� � ASSESSOR PARCEL NUMBER, Proposed Building Use:1,-)5 Counter TechniciaDate:y Items required in order to apply for a permit. All boxes MUST be checke . R marked NA in order to apply. r L. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the l reparer of the plans. ❑ 3. Engineered plans, 3'oc 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations.,; ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. :, f ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Flbor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and 'calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The -permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... —� ❑ 10. Letter of intent for' non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed tb'issue the permit. (May require additional plan review upon receipt of the following items.) /14. Fees as shown on the attached Schedule of Fees Due Sheet ...................................... 5 Statement of Intent for Non -heated and A/C Buildings ............................... %.�.. ... 16. Sanitation and plot plan approval from the Environmental Health Department in V' t U tt- b' 7,03 rn-37S ❑ 17. City of Chico Plumbing permit........................................................................* l ' ❑ 18. California Department of Forestry plan approval ❑ paid.' Sent. by: ...................... / ❑ 19. Planning approval for (A) Use: E3� K (B)Parking: (C) Parcel Check: W2. ontact Land Development about ❑ Improvements, ❑ Drainage ..........................'..ncroachment Permit for driveway from the Public Works Dept. (construction approvalprioro-re-Inspection for required.............. ❑ 23. Contractor's license information. (Number, Name Style, Classification) .......... ......... ❑ 24. Worker's Compensation Carrier and Policy Number .............................. ....., i...... ' ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner)....... �........... % ❑ 26. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement ............:..................., ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits............................�............................ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from' gal Owner, 'Check to H.C.D. $ ❑ 31. Other: When issued Telephone vand hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1. Index permit application for the above items numbered 2. Additional items required_ Contractor, designer, owner, was advised cf the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: 3- zq -03 Plan Check Letter - ❑ phone, ❑ mail, ❑ counter, by Date: _ ❑ phone, ❑ mail, ❑ counter, by Date: Plans approved by: .c5, Date: _ (L� Structural approved by: Date: Yellmv' Rnildino nivicinn v TO: Building Departmei�t FROM: Environmental Health SUBJECT: Sanitation Clearance /a 61le Owner Plan Approved for: Sewage Disposal Clearance for L dwelling. Other _ Id fi "Final clearance OA. for: NOTE: tion E.H. USE ONLY Piot Plan AttecMd Roos Pion Atte ed Sent to G.D. — I D7o W AP# Supply: Public Private Well Environ ent Health Specialist Date 8/96 COUNTY'OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 )�����SCHEDULE OF FEES DUE , #4YO OWNER A.P.# O6 U rEPROPOSED BUILDING USE DATE "ejJf RECEIPT # DATE REC. 1. BUILDING PERMIT FEES p 5 J P. Balance Due ....................... $ W ' 96 D " D , 51-& V 3 Additional Fees Due ................. $ Additional Fees Due ............ ... $ Revised Plan Checking Fee .... 2. SC OOL DIST CTAFES61 3. S RIFF FEES (paid at Building Division) Residential x $360.00 = 512 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 = $ y Sq. ft. Am 5.REATIONA��'' /D/IST T FEES (p t s ffic@Av 'la eck)3 Z�¢ 6. ZRMALITO DRAINAGE DIST CT 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 during the plan checking process. APPLICANT DATE 22- Z -0 Pursuant to Government Code Section 66V20, you are hereby notified that items 2, 3, 4, 5, 6,'7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) r,K;q. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number O Jurisdicti I County Property Owner dv�(,_.,�� Property Location/Addr v Subdivision 2z�w Lot No. ........................... ............................. .:......................................................... Iq1711-& Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): Sq. Footage (Including Exterior Ro fed Areas)) Date Imoor Plans reviewed by School District Personnel) District Identificabon No. L� f-� School District certifies that (Applicant) �Vn,4� Owe ,,(Street Address) t (Phone Number) (City), has complied with the requirements of Resolution No. representing c;�W / square feet. School District Representative Paid by Check # Remarks: (State) (Zip Code) S� - Q'?, by payment of $ AS 2926 $ FULL MITIGATION $ .56 63 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(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm 0 BUTTE COUNTY PARRS DEVELOPMENT FSB CERTIFICATION FORM CHICO AREA RECREATION AND PARD,DISTRICT Assessor Parcel Property Project Loca Subdivision Residential Development New Development (check one) Alteration/Addition Total Number of Dwelling Units / Comment: Mobilehome(s) _Non -Residential to Residential LYPJ,IA.y , r :5-2" ' -0 5 - Building Depart ent Representative Date Chico Area Recreation and Park District(CARD) certifies that A rd tu & W(d ', 9 -y3 -q kl� (Applicant Name) (Phone Number) f/o Spud (rrwP C (Street Address) CA c Gf (City) (State (Zip Code has complied with the requirements.of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ lky CARD Representative PAID BY CHECK NO. REMARKS: BANK NO. qO X09 i ai 1 PAID BY CASH RECEIPT NO. Distribution White --Applicant Pink --CARD park.fec (form revised 11/90) tri (_0 � v� Date 05/06'0' 1.1.4776 7:19AM XUXTUTAI. $11 .00 Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 5' WIDE LEACH LINE k4/12" ROCK, TRENCH 36 " MAX DEPTH. --\ REPLACEMENT F 252' TOTAL " LINEAR FT. OF to(� S.- LEAGN. �=F�� ��'� � I � I \ ol ll"oo� lb I MIN. 12001 AL. SEPTIC / ANK I / 1 / \� I WELL IN JACENT LOT \ 'c4 \ 0 \ 'OSED HOUSE >OI PLAN 1 —� EL oo(f�o' GONG. DRIVE Etc % LOT X3701 ft. BUILDINGft a�. _ � 1��:'<r,..�-an•2�:i� mss. e... (N) WALL SEPTIC TANK AND LEACH LINES TO BE 5' MIN. FROM BLDG. AND PROPERTY �ITt= PI AM ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157,Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/pubhcworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530 538-7157 Ext. 2016 Permit NumberDistri �% 3 f .49 APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All'information except signature must be typed or legibly ted. 1. Applicant's ame" u la. Company name: 'M -0v - 2. Address: o ��� �'.2p ✓a✓ �-- Gc- t Go C' 9 3. Phone: 3 3 + l 0 4. Assessors Parcel Number: n 5. Location of Work to be Done LX- , 6. Applicant's atu 7. Date: /•D aa, -lso Z CONTRACTOR'S INFORMATION 8.Contractor's Name � 9. Address 10. Phone:Q r q -r I L 1'� 11. Fax:. 3 c f .3 12. Contractor's License blumbe . © (p �' / 13. Certificate of Insurance: Yes ❑ No: ❑ 14. Contractor's Sign 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): 18. Other: PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 19. Conditions r .}•) ,y Undetground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. 13. All work shall conform to accompanying: Detail,] Plans ❑ Special Conditions ❑ 21. Date Issued �U �( /40 22. Expiration Date: j O ,2� v� 23 Suretys . Mike Crump, Director of Public Works By: ** Note: If permits are faxed to any number besides (530) 538-4356, they can be delayed up to one weet. Page 1 of 2 General Conditions — See Page 2 GENERAL' CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and dean a condition as Is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to property maintain any encroachment placed by the Permittee on any pad of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require the installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. 7. The Permittee, by the acceptance of this permit, shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim, 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (6) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research department, State of California, Transportation Department, Division of Highways, or other approved test method. b. The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. c The relative compaction from a plane five feet (5) below the finish surface grade to said finish surface grad shall be no less than ninety-five percent (95%) as determined by the above testing method. Permittee shall bear all costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as dose to the right-of-way line as possible. No portion -of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied'by materials and/or equipment, shall be restored immediately upon backfilling or the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construction operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2') of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifications. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration In the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, rights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. Page 2 of 2 SITE PLAN R VIEW APPLICATION Date: 3 - `�� - AP# Permit Number (if applicable) d �" APPLICANT INFORMATION Parcel Size: Owners Name: C 6r 1A D PD 1 ot. tj L�fZ-t-,,-W Owners Address: 3) 1 C) SOGl-4 1 <_o Telephone No:: Situs Address: 'SG 6-A Ave Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel '❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) d Conditionally Approved ❑ Resolve Problems Prior to Approval a Site Plan Stamped Approved By Date 3 -2b— Page 1 of 5 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 illl III III I IIII i ��02—�I¢eS65 II II Ifl it IIIII it li 1 LI Recorded 1 REC EEE 10.1J Official Records I County Of 1 BUTTE I CANDACE J. GRUBBS I Recorder i ROSEMARY DICKSON I Assistant I Barbara 12:33PM 23 -Oct -2002 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: **THIS DOCUMENT IS BEING RECORDED TO CORRECT THE LEGAL DESCRIPTION FOR. DOCUMENT SERIAL NO. 2002-0045904, RECORDED SEPTEMBER 4, 2002, IN BUTTE COUNTY, CA. Date 10/23/02 PROPERTY OWNERS: ANDREW State of California County of Butte On 10/23, 2002 before me, J. TUNISON, NOTARY personally appeared ANDREW. - MEQMADI personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand an fficial seal. Signature Seal: o J. TUNISON / v COMM. p 1234672 NOTARBUTTE COUNT ORNIA O A. P. # �_% / (! J v . a✓ MY COMM. EXPIRES SEPT. 18, 2003 EXHIBIT "ONE" PARCEL L: Order No. 202500 - C Lots 1 thru 24, inclusive and Remainder Land, as shown on that certain Map entitled, "Chambers Subdivision #2", Phase I, filed in the Office of the County Recorder of Butte County, California, on August 4, 1999, in Book 147, of Maps, at Page(s) 86, 87 & 88. PARCEL II: A Non -Exclusive Easement for ingress, egress, drainage, public utilities and public services over Lot 6, as shown on that certain Map entitled, "Chambers Subdivision #2", Phase I, filed in the Office of the County Recorder of Butte County, California, on August 4, 1999, in Book 147, of Maps, at Page(s) 86, 87 & 88. Assessor's Parcel No: 040-640-011-000 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: C55 10 C'— Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------------------------------------------------------7---------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S a — 1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front O Side ) D Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ® Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly.Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Decd Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Man: —j-' t^_3 i r,) ° �' �.L 5 S U Map Date of Recording: D— I — C> Lot: I 3 ❑ Use Permit/Minor Use Permit Permit Number: Book: ) S S Page: 38 3 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ® Comply with the following Conditions of Approval: A-7-7 "A C-'IA'E:D a Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from' all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 1 Page 4 of 5 20 C 2 � 1 2a o �� IA &ITIONAL INFORMATION SHEET D 0 1. BUILDING SETBACK LINES ARE AS SHOWN OF MAP AND AS FOLLOWS: FRONT/REAR/SIDE YARD - 50' FROM CENTERLINES OF INTERIOR STREETS, SPEEDWAY, ENTLER AVENUES, AND THE SOUTHERLY LINE OF THE OLD S.P.R.R RIGHT OF WAY. REAR - 10' FROM PROPERTY LINE (EXCEPT WHERE NOTED) SIDE - 10' FROM PROPERTY LINE ?. LEACH FIELD FREE SETBACKS ARE 5' FROM THE EDGE OF FHE STORM DRAIN TRENCH, 5' FROM THE EDGE OF THE PROPERTY LINE AND 100' FROM EXISTING AND PROPOSED WELLS. 3. BUILDING IDENTIFICATION AND/OR ADDRESS SHALL BE INSTALLED N CONFORMANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL BE POSTED AT THE BEGINNING OF BUILDING CONSTRUCTION AND MAINTAINED CONTINUOUSLY THEREAFTER. 10.00 PS LOT 6 —/ 4. THE SHERIFF'S FACILITIES IMPACT FEE SHALL BE PAID, PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, SAID AMOUNT SHALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR BUILDING PERMIT. 5. THE LEACH FIELD AREA IS NOT TO EXTEND BEYOND THE ROADSIDE SETBACKS BUT MAY INTRUDE INTO THE 50' BUILDING SETBACK , ALONG THE S.P.R.R. RIGHT-OF-WAY PER BUTTE COUNTY PUBLIC WORKS 6. PER FLOOD INSURANCE RATE MAP NUMBER 06007C 0510 D. REVISED APRIL 20, 2000, THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS OUTSIDE OF THE 100 YEAR FLOOD PLAIN. I7. LOWEST FLOOR ELEVATIONS SHALL BE A MINIMUM OF 12" ABOVE THE HIGHEST ADJACENT GRADE. 8. WELLS ARE TO BE LOCATED OUTSIDE THE ROADSIDE BUILDING SETBACKS PER BUTTE COUNTY CODE SECTION 10-8, WHICH DOES NOT INCLUDE THE 50' BUILDING SETBACK ALONG THE S.P.R.R. RIGHT-OF-WAY. \MFD iW)IJ =A!_M )PDM ION\dwu\SINAL MAP 5-2n-02 DWG 08.'09/0' 0808:34 AM P 5' WIDE LEACH LINE W/ 12" ROCK, TRENCH 56 " MAX DEPTH. --\ REPLACEMENT FIE 252' TOTAL LINEAR FT.' OF LEACH. / LOT BU -I LD INO GO\/ERAOE (N) WELL IN \ le DJACENT LOT I. \ IIN. 12001 //'\\ ��•• SAL. SEP+IC \ C4 I / \ ZOPOSED HOUSE I �' 2801 PLAN .N. FLR. 1=1 = \ 215.0' \ i i GONG. DRIVE =LL SEPTIC TANK AND LEACH LINES TO BE 5' MIN. FROM BLDG. AND PROPERTY LINES, TYP. ENWRONMENTAL HEALTH 43701 sq. ft. 36ci0 50�. f t. e?.O% MAR 1 1 X0003 CHICO, CALIFORNIA SI TE PLAN 1"=40'-O" LOT 13 LOT GREGORY A. P E I T Z TWIN PALMS SUBDIVISION ARCHITECT for: 383 Rio Lando Ave. Chico, C4. • 95926 (530) 894-5719 ANDREW MEGHDADI .13 CHICO -CALIFORNIA Building Permit Number: 0 y — C 5z C0 Owner Name: C u rn m t n �D Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, 0 H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: d Vf0 5'Z - Owner Name: CUmm,;.>a3 El Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures d-equipmentincLuding overhangs shall be clear of all easements. A setback of 0 feet from the side d (0 feet from the rear property lines and 20 feet (25 feet if Federa Aid Rou ) from the edge of the right of way shall be clear of structures and equipment exce for a 2 foot overhang. Se ev* -p ©r� p to -,►,N res�cz,�r� 1,►� .5 � crux c� Expansive soil maybe encountered on this site. This condition may require the UU foundation to be designed by a California registered engineer or licensed architect. _ BUILDING DIVISION ` �' ' "'"•"' �'' i""`' •• DEPARTMENT OF DEVELOPMENT SERVICES • ',;, • • ' j 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-339 TELEPHONE: (530) 536-7541 October 6, 1999 FAX: (530) 53B-2140 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte County Effective Date: January 1, 1998 To Whom It May Concern, In December of 1997, just prior to the effective date of the Swimming Pool Safety Act, (see back page) we initiated a letter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor wording of the Act itself, a number of questions have arisen concerning compliance with the Act and how to enforce it. We have revised our letter to describe how enforcement will occur in Butte County, and are again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or problems concerning our enforcement of the Swimming Pool Safety Act including: 1, In our review of legislative considerations, we discovered that when accommodation was provided to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming perimeter fence was already in place. However, in many cases there is no pre-existing pool or parcel enclosure, and unless the residence is one side of an enclosure which entirely surrounds the pool, installation of exit alarms alone does not constitute compliance. 2. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform Building Code , Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing - as pool barrier material. In Butte County we will continue to allow the use of 11 gage, 2-1/4 inch mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a case by case basis, based upon the requirements of the Swimming Pool Safety Act. Please call for clarification prior to installation. 3. All access gates through the enclosure shall open away from the swimming pool, and be self- closing with a self -latching device placed no lower than 60 inches above the ground. This includes large gates for vehicle access. Should you have further questions concerning this matter, please contact this office at the address or phone number listed above. Sincerely, , Building Inspection u nfq LAND OF NATURAL WEALTH AND BEAUTY _ BUILDING DIVISION ` �' ' "'"•"' �'' i""`' •• DEPARTMENT OF DEVELOPMENT SERVICES • ',;, • • ' j 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-339 TELEPHONE: (530) 536-7541 October 6, 1999 FAX: (530) 53B-2140 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte County Effective Date: January 1, 1998 To Whom It May Concern, In December of 1997, just prior to the effective date of the Swimming Pool Safety Act, (see back page) we initiated a letter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor wording of the Act itself, a number of questions have arisen concerning compliance with the Act and how to enforce it. We have revised our letter to describe how enforcement will occur in Butte County, and are again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or problems concerning our enforcement of the Swimming Pool Safety Act including: 1, In our review of legislative considerations, we discovered that when accommodation was provided to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming perimeter fence was already in place. However, in many cases there is no pre-existing pool or parcel enclosure, and unless the residence is one side of an enclosure which entirely surrounds the pool, installation of exit alarms alone does not constitute compliance. 2. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform Building Code , Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing - as pool barrier material. In Butte County we will continue to allow the use of 11 gage, 2-1/4 inch mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a case by case basis, based upon the requirements of the Swimming Pool Safety Act. Please call for clarification prior to installation. 3. All access gates through the enclosure shall open away from the swimming pool, and be self- closing with a self -latching device placed no lower than 60 inches above the ground. This includes large gates for vehicle access. Should you have further questions concerning this matter, please contact this office at the address or phone number listed above. Sincerely, , Building Inspection CALIFOkNIA HEALTH AND SAFETY CODE SECTION 1159-20-115927 115920. SWUWMING POOL SAFETY ACT 115921. As used in this article the following terms have the following meanings: a) "Swimming pool" or "pool" means any structure intended for swimming or recreational bathing that contains water over 18 inches deep. "Swimming pool" includes in -ground and aboveground structures and includes, but is not limited to, hot tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family homes. c) "Enclosure" means a fence, wall, or other barrier that isolates a swimming pool from access to the home. d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTIvI), in compliance with standard F1346-91. e) "Exit alarms" means devices that make audible, continuous alarm sounds when any door or window, that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of the building.. . 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety features: a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923. b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool. d) All doors providing direct access from the home to the swimming pool shall be equipped with a self-closing, self - latching device with a release mechanism placed no lower that 54 inches above the floor. e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the building official of the jurisdiction issuing the applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set forth in subdivisions a) to d), inclusive. 115923. An enclosure shall have all or the following characteristics: a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground b) A minimum height of 60 inches. c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Craps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter. e) An outside, surface free of protrusions, cavities, or other physical characteristics that would serve.as handholds or footholds that could enable a child below the age of five years to climb over. 115924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the following: a) Public swimming pools. b) Hot tubs or spas with locking safety covers that comply with the American Society for Testing Materials Emergency Performance Specification (ASTM ES 13-89). c) Any pool with the jurisdiction of any political subdivision that adopts an ordinance for swimming pool safety that includes requirements that are at least as stringent as this article. d) An apartment complex, or arty residential setting other than a single-family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 115927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved excl•�svely to local juiisdicbons, as provided for in subdivision (e) of Section 114922 and subdivision (c) of Section 115924. 40- O PLANNING DIVISION - BUILDING PLAN APPROVAL Use: 2 �� Date: '1 J -01-1 Parking: Landscaping: Other. Signature: N090202 Sega Ave JUMP OWNER: BENCH I u BENCH TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION. OWNER: POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF LATCHING. BY OWNER OWNER: WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR 7 DAYS. DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. DO NOT USE RUBBER HOSE WHEN FILLING POOL AS IT WILL MARK PLASTER. L Peal, a,. �0 /21 62-7� ATURES 4 4 DECK ROCK•_SA L Q ` STEPS AND 50"d �. PLAY AREA Se,+C K F'Yo�►� -I�e, n.Q,t,L7 �'C�liyt� GL LIGHT Y`✓1�n�iyv►u,M o� 14, e, �ool• :4 4� ,4,` , MOTE: SPRAY E AT U R E Seg the attached Rslsidgirtia1 Construciiol� I N uirements Pages ELECTFMICAL, MECHANICAL, AND PLUMP0 4�0 Z rn CONSTRUCTION ( NOT PLAN CKECKED ), o4, HALL COMPLY WITH CURRENT EDITK),N' BME COUN 1 Y != NEC, UMC RNID UPC. NOTE SCALE 1/8" = 110, PLAST E R GREY POSSIBLE PEBBLE - T "MLDING DEPARTME. 4PPROVE SALES OFFICE PERMIT OFFICE PHONE NO, MGR. JO B NO. SALESMAN 'l U '. W� t d ?��1 Cwt , Con r► U C -f l o n GENERAL SPECIFICATIONS SIZE 22 x48 AREAS 70 12fDEPTH Z�G TO 716 SHAPE C U ST 01,x( PERIMETER 13 0 TEMPLATE NO. CUSTOM TILE SIZE 6 " x 6 " TILE COLOR 0 T COPING N O COPING COLOR POOL CAPACITY 36.0 0 GALS. PUMP CAPACITY 110 G.P.M. MOTOR H.P. 11 2 H.P. FILTER 48 SO. FT. FILTER RATE 110 G.P.M. TURNOVER G HRS. VACUUM LINE & SKIMMER 2 RETURN LINE 2 MAIN DRAIN 1 l 2 SKIMMER - MODEL (2) U 3 BACKWASH TO DIS LIN E 30 ' OF 112" FILL LINET ANTI -SYPHON VALVE AUTO E 11 L HEATER N 0 SIZE BTU GASLINE BY: VENTED BY: Nro LIGHT 500 w) CLOCK 220 (V) ELECTRIC BY: C ,F. P ELECTRICAL BONDING BY: C, F. P POOL CLEANER POOL VAC CHLORINATOR l`( 0 BOARD -SIZE N 0 COLOR N O BOARD SUPPORTS- No LADDER -Model NO SLIDE-#____&[_()_Cotor N 0 STUB PLUMB ❑ YESP-"N 0 TILE & COPING ASAP ❑ OTN DECK BY: C F P TREES, ETC. N 0 CONCRETE REMOVAL BY: N 0 RAISED BOND BEAV WIDTH (r 0" YES ❑ NO @' HEIGHT MAP BOOK NO. DATE SWIMMING POOL LEGAL DESCRIPTION NAME_ MIKE AND KELL[ CUMMING 5 AP 0 40 ' 6 40-035 OWN. BY ADDRESS 12 S E GA AV E LOT NO: TRACT N0. BOOK PAGE BLOCK MAILING ADDRESS CH ICO CA CK•D. BY CROSS STREETS RES. PHONE 892.-999 4 BUS. PHONE PRINTS CARE -FREE POOLS S_ #9 Alyssum Way C_ Bill Bell Chico, California 95928 Contr. Lic. #380826 Phone 342-4639 k_ Cq� i N090202 0 r '' / /� 11 lo, / '' \ i � 4. Z,"o, EXISTING LEACH AND ' lo,'\REPLACEMENT /mo/FIELDS i � \ \ i i i \ �'' �' / i' �' \ 1 C ^ EASTING 2000 GAL ilo,\\ ' ' �' i' i' \ SEPTIC TANK moi' \ �� Ile �i �' ' ' \ Ss11 _\ V' \ ''\ \ EXEG \ \ EXISTING \ DRIVEWAY \ \ \ oo \ \ NEW 4" DIA. ABS •��,� ,1 \ SEWER PIPE 4�- \ NEW UNDERGROUND \ ELECTRICAL FEED IN PVC CONDUIT CONNECT ROOF \ DOWNSPOUTS TO \ NEW UNDERGROUND STORM DRAIN SYSTEM \ 41" GONG / EXISTING � WELL VNALK / ' ooeo / Ar R/ 1ku� 0.1 EXISTING G l� GARAGE fi ✓ 44" SLAB / / PVWYps`IEA GONG / tg V.O. k �, i• . /' /�` • �� /.� b /eNb GATES /\N� i / / 12 SECA DD RIVE AP NO. 040-640-035 TWIN PALMS SU =DIVISION LOT AREA = 3,773 SQ. FT. (0.89 ACRES) Sff F PIAN SCALE V16"=T-0" { FEB 1 0 2004 Chico, CA 11 1 11111 li'51131117 MITI 1. Applicable Codes: Uniform Building Code (UBC) , 2001 edition. California Building Code (CBC) Amendments, COUNTY OF BUTTE CODES & ORDINANCES. 2. Reference, discrepancies and omissions: These notes shall apply to all drawings unless otherwise shown or noted. Features of construction shown ore typical and they shall apply generally throughout similar conditions. In the event of omissions, their construction shall be similar to conditions shown and detailed. 3. All work and materials shall be in full accordance with the rules and regulations of the CALIFORNIA ELECTRICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA MECHANICAL CODE and all local codes and ordinances. Nothing in these plans is to be construed to permit work not conforming to these codes, 4. Dimensions: a. Do not scale these drawings. b. Contractor to verify overall building layout dimensions prior to construction. c. Unless otherwise indicated, dimensions shown are to face of concrete, face masonry, face of stud lines; or, in case of steel construction, to the center line of member, 5. Upon completion of each sub—contractor's work, remove all waste, debris, excess materials, tools and equipment from the premises. Leave entire structure and involved portions of the site in a neat, clean and acceptable condition. 6. All roofing `and flashing materials shall be installed to form a waterproof system. 7. Insulate all exterior walls and ceiling areas to conform with current energy standards. 8. Lathing, plastering and drywall construction, shall be in full accordance with the HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING AND PLASTERING of the National Foundation for Lathing and Plastering, Inc. PLANNING DIVISION - BUILDING PLAN APPROVAL Use: C3 K Dane: 3 —) ~ Q 9 Parking Landscaping: Other. A Signature: p I "I I 0101101�zz APPROVED Butte County Environ n H atth to ignature 1. VERIFY EXACT LOCATION & FINISH FLOOR HEIGHT OF GARAGE WITH ARCHITECT PRIOR TO CONSTRUCTION. 2 PROVIDE P.V.C. CONDUIT UNDER DRIVEWAY & WALKS FOR IRRIGATION & EXTERIOR LIGHTING, 2"0, SCH. 40, 24" DEEP. 3, SLOPE GRADE MINIMUM 25% AWAY FROM STRUCTURESTO DRAIN, TYPICAL 5. PROVIDE UNDERGROUND UTILITIES TO GARAGE PER SERVICING AGENCY REQUIREMENTS n Copyright © 2004 Al ideas, designs, arrangements and dans mated or represented by MMELBUR amend R06SETTp re ae ted emkoed ands a0( sst& kfts, dq$gM, mm, ip,9, s a plans Vel ba LSO by, or to arty person firm or car moon for any purpose wfttwom wdhout the written partsion of MCHOLS, MELBURG and ROSSETTO. Ili ® T ARCHITECTS + ENGINEERS 434 BROADWAY CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http:/'/www,nmrdesign.com ® Q CONSULTANT 0 LICENSE STAMP �Srrp ARC,y�T C No. C2660K \Q' 01 In PROJECT NAME Q PROPOSED DETACHED 044ARAGE FOl� MME \(:P::UMWNrr4"8 12 SEGA DRIVE CHICO, CALIFORNIA g smzET TITu SITE PLAN 01 in DRAWING STATUS CD SET PERMrr SUI3IWQTTAL n REVISIONS Sym Description By Date p Drawn By DAR Checked BY Date Drawn 2/10/04 Scale Job No. , all SHEET No. Al in / FEB 1 0 2004 Chico, CA 11 1 11111 li'51131117 MITI 1. Applicable Codes: Uniform Building Code (UBC) , 2001 edition. California Building Code (CBC) Amendments, COUNTY OF BUTTE CODES & ORDINANCES. 2. Reference, discrepancies and omissions: These notes shall apply to all drawings unless otherwise shown or noted. Features of construction shown ore typical and they shall apply generally throughout similar conditions. In the event of omissions, their construction shall be similar to conditions shown and detailed. 3. All work and materials shall be in full accordance with the rules and regulations of the CALIFORNIA ELECTRICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA MECHANICAL CODE and all local codes and ordinances. Nothing in these plans is to be construed to permit work not conforming to these codes, 4. Dimensions: a. Do not scale these drawings. b. Contractor to verify overall building layout dimensions prior to construction. c. Unless otherwise indicated, dimensions shown are to face of concrete, face masonry, face of stud lines; or, in case of steel construction, to the center line of member, 5. Upon completion of each sub—contractor's work, remove all waste, debris, excess materials, tools and equipment from the premises. Leave entire structure and involved portions of the site in a neat, clean and acceptable condition. 6. All roofing `and flashing materials shall be installed to form a waterproof system. 7. Insulate all exterior walls and ceiling areas to conform with current energy standards. 8. Lathing, plastering and drywall construction, shall be in full accordance with the HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING, FURRING AND PLASTERING of the National Foundation for Lathing and Plastering, Inc. PLANNING DIVISION - BUILDING PLAN APPROVAL Use: C3 K Dane: 3 —) ~ Q 9 Parking Landscaping: Other. A Signature: p I "I I 0101101�zz APPROVED Butte County Environ n H atth to ignature 1. VERIFY EXACT LOCATION & FINISH FLOOR HEIGHT OF GARAGE WITH ARCHITECT PRIOR TO CONSTRUCTION. 2 PROVIDE P.V.C. CONDUIT UNDER DRIVEWAY & WALKS FOR IRRIGATION & EXTERIOR LIGHTING, 2"0, SCH. 40, 24" DEEP. 3, SLOPE GRADE MINIMUM 25% AWAY FROM STRUCTURESTO DRAIN, TYPICAL 5. PROVIDE UNDERGROUND UTILITIES TO GARAGE PER SERVICING AGENCY REQUIREMENTS n Copyright © 2004 Al ideas, designs, arrangements and dans mated or represented by MMELBUR amend R06SETTp re ae ted emkoed ands a0( sst& kfts, dq$gM, mm, ip,9, s a plans Vel ba LSO by, or to arty person firm or car moon for any purpose wfttwom wdhout the written partsion of MCHOLS, MELBURG and ROSSETTO. Ili ® T ARCHITECTS + ENGINEERS 434 BROADWAY CHICO, CA, 95928 (530) 891-1710 (530) 891-0138 FAX http:/'/www,nmrdesign.com ® Q CONSULTANT 0 LICENSE STAMP �Srrp ARC,y�T C No. C2660K \Q' 01 In PROJECT NAME Q PROPOSED DETACHED 044ARAGE FOl� MME \(:P::UMWNrr4"8 12 SEGA DRIVE CHICO, CALIFORNIA g smzET TITu SITE PLAN 01 in DRAWING STATUS CD SET PERMrr SUI3IWQTTAL n REVISIONS Sym Description By Date p Drawn By DAR Checked BY Date Drawn 2/10/04 Scale Job No. , all SHEET No. Al in a zv *ON MHS •ox qor u0-�1=n�b/l ajtaas/f ain;eu6ig. $10/ o 1/ Z uKvja inva Wonnuog AH Pa$oatlo Q a3A08ddV d Q �g uLLB.Ia aiva AS ugjdpassa mAs sxoisuaa m -wJ..UIensAM3d l==Is ®O snsdss 13MKV11a 0 • NV-1cJ -1-4. aZxs In VlNuodnvo loom MUCI V03S zk sn1.--,.Nmvmo RmN HOA 30YEWO a3aad13a Z"x soaroxd i K99Z 0 OH • J014O �8 y08V OSS 11 dxvis asxaon mviznsxoo Mi In woo-uQsapjwu'm mm//:d}ju XVzJ 8£10-168 (0CS) OLZL-168 (0£5) 8Z696 VO 'OOIHO Adnn(IeOaa vet? SU29NIONEI + S,L)2. 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W N O x N O� v o� 6 GO N x N o� v O8eos I /0 W31 801831X Ndi V VIM ONUSD 3008 31 (831 -W13W tiDZJ!1, 110-1=„ti/L COs .0-A£ .0-2 .0-1 ro d”" V4 - 8000 do -n o/a x o/a -_ IL Al v I�Nd-91S, CT 0 -------------- a - -- '� V \�Z/Q naz , x co I ` los We 1 � I ` L78 ILJI ILJI 1 1 —I I x 0 I � i O L � 4 C rZ o Z , _,---------- _ ------ ----------------- ; 10 ' I if m - 4 / e dCiaS / 98VUVv 0 ' - ---- ------------ - __-------- LjjI39 � .- --------------- i nozz LID 8000 do -nou o/a x o/a -- dM J Q M011VIGIE1 ism 7, t`�� .'3i,ih,1��,N. M011VIGIE1 ism 7, i a I i I i AN THREE STUD BAYS, BE 4 -0 MIN. HIDE, AND HAVE a I I EDOE5 BLOCKED. O' I = i ti N T 0 � 3. WHERE JOISTS ARE PERPENDICULAR TO BRACED HALL to m i i I O i I = � d-. z o 111 j m i LINE WITH BRACED HALL PANELS. i ,I if i 0 X 0 Lh t- L, I O1 1 � rI i 1 WITH "HILTI" k1311 12-234 SLEEVE ANCHORS a 12" om 62'-0" 11 i 1_ 111 31_611 14'-1" X N I i 3050 SH W/ 160 5H _ I I EA. SIDE d 3 16 ARCH + 3 f ABOVE MULLED ENVIRONMENTAL HEALTH I1_O11 1 I 1_011 11_611 "_ . � y q'-6" + MAR 2 12003 i' _ _ �. _ ENVIRONMENTAL HEALTH ', CHICO, CALIFORNIA / 22'-6" MAR 2 1.2003 j CHICO, CALIFORNIA y101 611 FLOOR FLAN (71_011 � Q„1_O11 CIO -oil I ry ry 4030 XO ,0 3 XO y CABINETS " � I I i SHEARNALL 50HF-DUL F Q3/6" CDX PLYHD. OR 0.5B. H/ bd's a 4",12" O.G. A5/&" COX PLYHD. OR O.S.B. H/ bd's a 5"'12" O.G. I. SHEARWALL FRAMING MAY BE DOUG. OR HEM. FIR 2. NAILS MAY BE COMMON OR BOX NAILS. GENERAL NOTES: I. BEARING HALL HEADER SHALL BE 4x10 D.F. #2, TYP., U.O.N BRACED V4ALL PANELS I NET 3/6" GDX PLYWD. W/&d's ® 6", 121, D.G. O1/2" MIN. THICK GYP. BD. (4 FT. SHTS) W/5d 0 TO O.C. ® ALL SUPPORTS, & FT. MIN. LENGTH OR 4 FT. MIN. LENGTH IF APPLIED TO BOTH SIDES. N , (D7/&" GEMENT PLASTER WITH METAL LATHE FASTENED ® 6" O.G. ® ALL SUPPORTS WITH APPROVED , O j FASTENERS. i i I O4 NET 3/6" THICK HARDBOARD PANEL SIDING WITH = I bd ® 411, 6" D.G. O I � "SIMPLEX" STRUCTURAL 6 -RADE THERMO-PLY STORM I BRACE WITH NO. 16 6A. 6ALV. STAPLES WITH I I 7/16" GROWN AND 1 1/4" LE65 ® 3", 6" O.C. — ! i STAPLES SHALL BE INSTALLED WITH CROWNS PARALLEL TO FRAMING MEMBER TO WHICH IT IS ATTACHED. I I. SILL NAILING AT BRACED WA LL PANELS SHALL BE Ibd ®5" O.G. (WHERE APPLICABLE). I 1� 2 PANEL SHALL SP LIVING AREA: 2801 S.F. GARAGE: 673 S.F. COVERED PORCH: 295 S.F. i AN THREE STUD BAYS, BE 4 -0 MIN. HIDE, AND HAVE a I I EDOE5 BLOCKED. = i ti � 3. WHERE JOISTS ARE PERPENDICULAR TO BRACED HALL = LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND IN 111 j �i LINE WITH BRACED HALL PANELS. t- 4. SLABS UNDER INTERIOR BRACED HALL PANELS SHALL BE 6" MIN. THICK. SILL PLATES SHALL BE FASTENED 1 WITH "HILTI" k1311 12-234 SLEEVE ANCHORS a 12" FROM EACH END OF EACH BRACED HALL PANEL. i I USE "SIMPSON" BP 5/6-2 HASHERS. I - 1 i I I I i � KB I 1 3 S F� 1 i i I X to A KI� LIVING AREA: 2801 S.F. GARAGE: 673 S.F. COVERED PORCH: 295 S.F.